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1000-56.-7-2 & 4.1
REVISIONS: SITE` DATA SCTM # 1000-56-07-02 PROPERTY: 64300 Route 25 ADDRESS Greenport, NY 11944 OWNER: MILL CREEK PARTNERS, LLC SITE: 142,441 SQ.FT. = 3.27 ACRES LAND UNDER WATER: 57,885 SQ FT ZONING: M-II osm ION SURVEYOR: Hands on Surveying LINE OF CURB cur PL 1 LINE OF cur 26 Silver Brook Drive BOARD APPROYM MAY 2013 Flanders, New York 11901 LICENSE #050363 MAIN R 0 ADI DATED 6/22/11 o INE of cLEARlr1G PLANNING —� (STATE ROUTE 25 BARD APPROVED MAY 2013 ® � LANDWARD LIMIT OF ♦ FRESHWATER WETL DS AS DELINEATED BY 5U OLK Z Z ENVIRONMENTAL G N5ULTING, IMG. 4/12/06 AND VER IED ON 5/25/11 Q 24' I IZ OSED REVISION 08M LINE OF OLMNMNSW IS'-br 1>5' LINE OF CLEAMR i PLANNING v♦ ® BOARD APPROVE 17 MAY 2013 ,I.LLLJ 1 1 1.1.1 T PARKINGc ) EXISTING AREA P INC LOT CUR LINE UJI STRUCTURE ' I 1 ARINS D LOT MLINE AY 2PLANNING W I 1 1 , o V 1 , 1 1 1 SED 1 REVISION PARKING j W r I LOT CURB LINE ; I 1 Q O 1 INSLOT CURB 1CL i LINE PLANNING , Uj 1 BOARD APPROVED 1 (1) MAY 2013 Y X L 1 ,n V 1 1 1 WOT Y�� 1 101'PA�1NG j 1 5 101' ARKINb LOT YyID'�'1 1 I 1 1 1 1 1 j 1 1 � 1 � 1 1 1 1 1 1 1 1 1 � EXI5TING , i _ Z• MARINA i DOGKMASTERS BUIL INC AND 1 t DEC 15 2014 -j �• a U) O 0 TO I S 1 w LVJ• v 1 Southold 7bwn w z w 1 Planning Board = a z i Q N LINE OF NG PLANNINGLn 0 1 BOARD MAY 2013 II.V• N U RELOCATED PARKING 5PACES 1 t 1FROM ENTRY AREA AND ALONG I U) U)• kXKw'I�: ,yX`�fY1x S LANDWARD LIMIT OF ` FRESHAATER WETLANDS AS DELINEATED BY SUFFOLK 1' r.. ENVIRONMENTAL GONSUL.TIN6, CE Di N�li'y 1. , 0 IMG. 4/12/06 AND VERIFIED ON G-( k-.ST�F 1 `> 5/25/11 `'cam u3 21 APPROVED BY LINE OF CLEARING PLANNING ' BOARD APPROVED MAY 2013 PLANNING 8014RD / G,! 01?' n TOWN OF SOUTHOLD I DATE C ROJE5NO: I 1110 DRAWN BY: UT CHECKED BY: NS DATE: DEC 15, 2014 SCALE: 1„ = 40'-0" �I SHEET TITLE: 1 \ SITE PLAN REVISED THIS PLAN 15 FOR THr- PURPOSE OF I LLUSTRAT I NCS THE GHANC7ES TO THE AFFRO\//E� SITE PLAN/ Y `4H I CH Y ` AS AFFROVEL7) SHEET NO: III?% p SOU TH OLD BAY ON MAY 21 / 2015 . REFER TO THE AFFROVE� SITE PLAN FOR AL1.... OTHER I7ETA I LSElp ME. H E P L A- - H" SCALE: 1 " = 40'-0" SITE PLAN A PPROVAL 1 REVISIONS: ' SITE DATA SCTM# 1000-56-07-02 / I PROPERTY: 64300 Route 25 ' II ADDRESS Greenport,NY 11944 i OWNER: MILL CREEK PARTNERS,LLC / SITE: 142,441 SQ.FT.=3.27 ACRES / 1 WATEUNDER 57,885 SQ FT ZONING: M-II ION SURVEYOR: Hands on Surveying LME OF GI.RB cur FLANN LR@ oP clir / 26 Silver Brook Drive DOAsm APPifOV®w,Y 20u Flanders,New York 11901 MA ROAD Tr LICENSE#050363 Y �� 85 PLAWNS I DATED 6122/11 Z (STAROUTE 25 comp APIROJm MAY 9019 , O LE } LAI-V)*LARD LIMIT OF FIRESNWATERAS DELINEATED BY OL V N ENVIRONMENTAL NSULTIN5,IMG Z Z 4/12/06 AND IED ON 512SAI Q 9. APPROVED BY '; i ,t:, a LIM OF REVI9 •• BOARD Of 1RUSTEES' m IDS• �9• � D 9 aCARMN, PLANmrms �:k"'TQWN OF SOUTHOLD-••, uJ Z SOAr MAY 20L DATE_ Q' LU W Z x EXISTI�STR=TI112E PARKINS, ?L� P LOT LIM Q 1-- W I Ns LOT LREFLA1.RllN5 1 m Q W AN0 MAY 2019 % /p49 'JS-/o o Y o U i I'1 w o Z a I LIM PLAMLINS Q W C I 'o,101'PARKIND WWT pvM top P I MARINA E%IS�'IN6 co a' DOCKMA"TERS i 1 5URAINS AND 1 J�• S o TOI W J•ba =ul a u I ! OP I PLAg W.BOARD MAYY 2.1 3019 � I 1 I FROM EW AREAREA AND ALONG I y LA{-• a LANDKARD LIMIT OF I FFr-SPAA.TER P ETLANDS A5 OFLyEW DELINEATED BY SUFFOLK ytP1E r 1 �'4 AW VMFIW ON FEB 2 ® 2015 °�L Sri°, I AIWAPLARINSPL Y201 Southold Town I` eoARDAPPRovmMArwl9 Planning Board J I 1110 DRAWN BY: UT 1 - — CHECKED BY: 1 1 - p--�� 1-t NS DATE: \ — / DEC 15,2014 DEC 1 5I � SCALE:I I--- 2014 I 1.,=ao,-o,. SHEET TITLE: \ SITE PLAN REVISED THIS PLAN IS FOR THE'PURPOSE OF ILLUSTRATING THE CHANGES TO THE I APPROVED SITE PLAN] WHICH WAS APPROVED SHEET NO: I SOUTHOLD BAY ON MAY 21, 2013. REFER TO THE APPROVED SP ISITE PLAN FOR ALL OTHER DETAILS PLNG SITE PLAR SCALE: 1"=40'-O" SITE PLAN APPROVAL i Z 9i 90 UA: ee, Ij f . -- --- ` - 6� --_= W I x §98 W� MNN xin�, rn Q FP r'� r-',,� rrr ¢ $ fig W g a • `` •� ,r'♦, ''',, g uj .. uj 1' I 111r 4 of FgS w Q t; PUP P �l --- .�... .�`w w • �—� a PH w� ¢S y Gt q'�y`U' ;. 9 'i •z • � 4. �1 �y ,r ,,rte ,,♦ .�`. 1 ( O C9C 2 " vj .J �% �7� tEci, •Sb ' ♦r' ``� `` • O �'' W 2 1� :.C:; e � !�. �7 ` (�• � yJ� ��' r' ,♦-' '`'� ,` LL i sCyt3�11'O CJ Oz�m 6�1�i 3 ° W "' 'd 1- , '♦r'' , --,r-' . 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FAGGING _ �- ° ° TOP:1.s �b J'' o "3N a I T to bo 0i ° `_ �''LQW SIIL�UI�KHEAD° 1 ° '�,��• �yo0�� `ARENT WWATER ARK �"o ` of :.) ...�. o ° TOP \ �• APP \ x >< 1 ' W LL! o `•"�" ° 1 •�.,`• '�m \ ,. — GE OF WA1i rte- _ _ !�, I ♦; T' ` _ �• °°TOP:1.3' \ pQs __AIL.' q _' ` E' w co 45Tr LLJ ¢ e ti ® OT q STAKESFT ` - STAKE SET }+ a tn� ° ® T b~ N NYT-850S DU WIRE ANCHOR 5 1 La, \ pN�NpR k " CHA LINK FENCE 3 OVE EAD WIRES x, n n n • ttm F TILITVPOL ��. "—"� ^��^ STAKE SE7WD ID 00) \ POST 6 RAR FENCE Do STAKE SE7 ppgT d RAIL FENCE ^�_ O •,�• �IZA8 KHEA : a TAl`ESE7 PROPANE I ® x Asa N 01'20'30"W OV1=RH^R^' •,",,,,'�' ' n 1 'nom- IONM NOIL AVM500 3NO'S Q FLOOD ZONE X vo OD ELEVATIONS DETERMINED REP 4 I I 0 BASE FLOOD ok N � ED LAND NOW OR FORMERLY OF GOLDSMITHS BOAT SHOP, INC. 11 U c� � � JO O — ...:,,...,....... .n�. .. �._ �`f' x �'„ '_` �• ,. "�..•„" ••- •,,,..r •�' '�/ j m �?� I aL' r=`JLt{C.C��TY�E.Pj,'+RTMENT OF EEALTH SERVICES o O 1 --. �� � � _,•,, �:?r�RO�/AL C�=CCS^TCt:C T ED WORKS ti Q -f- I Q�•�. CIL.• , , T�:4 UJI vc N AY �No3N0 I C ^ Q 1 Crys':If;e,,t X tf 11 iM1 £ltr;rii.'�?a 7.j ^11CLt ^a 1S W -CZ Q� lw- %tt�'fv!li•�t3�C Bak 1c: ¢ / 0 'QW Q t CL 5 - Wzw ' Z Z p Cl) �_ © �o� \ Wat'Ler J.Hilbert, g ( � WWW ` Cci, lmftmico t e?, oa \� I w � tL�t zo w U N w wow e Oi Wastewater Management I �- off/ ca �" �°� C) o o_mo x o al o W v = z z o "C 04 o5. W �:-io c�ic)°�:.�-.:-:-.iO �-�a W z '�- w p ~Z IL CC m� �t V •CIO tf�0V,r-,mcoo-, NMM`tt Cl) Qt/� O a Kc _g o2g C/) zoo�r\:-►h e•tOMr-ON4�� CV � w pZ ¢ W OHO ?[j \ DQvco�tninancoNv-NM<f �tOco O aWa' QO UZ p m �>'qCo >. ' Q�Q �Z�� � pQ C� W O QQQ� Qj ,L1 w o�� ti12 w ww o W oaoW og \ Z W F OF J m M n N04 o : Z:e WQ z� O 8 zLU 202, 0 ) 1 c 5 0 Q U O��•��E� JJ•JJ J-i-i JW O�� W N 0� iv v) U pzpU Qa \ �u �` 1 LLIJ WC7 C7 C7(D O o o � G7 O Cl) Q) h i "� U"rb : I'II"tlTH f"F QVICES OPAOND ----- - STATE „ MILE MARKER p2 ( / ',� �R' SCD 25 �?'E N PPROV Poi qC 0704 -- S �,/ 1635 0N,� Pic` 7 ATE: NEATLY SAWCUT AND MEET �, � 5 `ti •-- RI.tN pR No EXISTING PAVEMENT m'" o - - 1. OLD MAIN ROA - 1 EX.EDGE OF PAVEMENT v� ji• ' • ,� NO r, SOUTHOLD BAY 1 No .Q!' r✓� PROJECT NEW ,: LOCATION aim DRAIN a \ NC.CURB WHITE SHOULDER �� +� LOCATION MAP E IPe pA EM N EXISTING PAVEMENT TO BE TYPE A -ITEM 609.040 R �Sq - �\ CAST IN PLACE PERMANENT a SEE LEGEND 1"=600' REMOVED UP TO CURB LINE Rioc. SURVEY MARKER \ EXISTING PROPOSED DOUBLE YELLOW STRIPE b '\WEST BOUND LANE n n ITEM 612.01 (SEE DETAIL SHEET 3) EAST BO ND LANE 1 'V' NEW GUARD RAIL o� PROPOSED 12"W16E$TOP BAR WHITEm TATE 6S_ �N:= z '� ?,' \ CURB a \ 44, Q ✓: '2sg � PROPOSED BELGIAN BL KENTRY - \ VENEER WALL WITH NEW � -_? _ oo_ R33.0' T APRON ON A CONC.BAS {SEE DETAIL) \ NYSDOT ASPHALTSECTION i EDGE OF �,, PEDESTRIAN ENTRY STAIR$- - :s / PAVEC+A NT -- --�„ __'------ ___-- ----- '� 1 � PROPOSED BELGIAN B PKCURB _ R10.0' R10.0' �4, u '',(BELGIAN BLOCK CURB S,NOT PERMITTED IN THE NYS ROW) NEW SIGN ENTRY APRON 11 AU CAST IN PLACE PERMANENT Z _ SURVEY MARKER 9p���Y j MILE MARKER 3 I I (SEE DETAIL SHEET 3) EX:RET%1NING WALL , PROPERTY LINE - - 25 0 ; - m TO BE Rl ttfOVED \ TOPSOIL&SEED(NYS ROW) -SATE NEW POURLD CONCRETE \; POSSIBLE FUTURE TONE VENEER WALL k SAW CUT CROSS ACCESSR Rt AMP QLM,E 632 ETAINING WALL RAMP NSW POt♦RED CONCRETE V�IALL\ ' DUMPSTER LOCATION WITH 6 i StLOW 0RADE PER SCDHS FT HIGH PRIVACY FENCE STORY FRAME \ EXISTING 2- �� t \ GENERAL NOTES ! BUILDING NEW POURED CONCRETE "z (RESTAURANT) \ 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND STONE VENEER WALL 4.4 E a,98.DECK '� SPECIFICATIONS OF THE TOWN OF SOUTHOLD AND THE NYS DEPARTMENT OF TRANSPORTATION AS � 856 S.F.DECK&TERRACE � \ , INCL.2, EL. 13 5 rrr \ FIN FIRST FLOOR REQUIRED. PLANS 2. EXISTING CONDITIONS SHOWN ON THE PLANS FROM SURVEY DATED MARCH 25,2C1 1 BY HANDS ON • , �� CK�� it VO �� , �••• } SURVEYING. ELEVATIONS SHOWN HEREON ARE REFERENCED TO NGVD 1929 DATUM AND ARE THE RESULT OF ACTUAL FIELD MEASUREMENT. 3. PROPERTY IS PARTIALLY LOCATED IN FLOOD ZONE AE( EL.8).ZONE X AND ZONE VE-11 AS iI ► u-FcoATING nocK a 2 y /IT DETERMINED FROM THE FLOOD INSURANCE RATE MAPS ( FIRM)PANEL#36103CO159H EFFECTIVE 1 23VEL DATE SEPTEMBER 25,2009. 22 2.10'SLIPS 1 + LIPS . ` pRlv�wAY , • 2-10 S ! 24 21 1 I 'IN C=3 �I I/ __ •� ` 1 PsI 4. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN 2-13.5'SW1 } / I, � ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD ' o ` ' } ; _ ° i \ ` { 5. A MINIMUM SEPARATION OF TEN (10) FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL is TO Bc 27 i i MAINTAINED BETWEEN WATER LINES, STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES 2.13.5 SOPS 2-13.5ISLIPS 0 EXISTING ° • 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE j � I 28 -�- •I `y FLOATING 17 1 I y i b y ^ x I noacs To aE COMMENCING WORK. � T Z • 2-1arSQPs 16 2_13�r9L1PS` 11 ' I \ 7, ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN j @ r+Ew 1 1 : l \ COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE 1 BURIED ON-SITE. TiNC 1 , 12.10'SLI S 32 +3oac w LOWSILL&A�wm - 1 \ i \ \ a• 1� - I 2-13 1 \ ib 90 8. ALL DRAINAGE PIPING MATERIAL TO BE ADS N-12 SMOOTH INTERIOR CORRUGATED POLYETHYLENE \ ! ) {1 ► 33 13 i 11 'I \ a \1 PIPE AS MANUFACTURED BY ADS OR AN APPROVED EQUAL. INTERCONNECTING CATCHBASIN PIPE \\ 12.10'SLt�S CHAMBER HEADER PIPE SHALL BE MINIMUM 12"DIAMETER OR AS NOTED ON PLANS. ALL PIPING TO '0 1 \ '�� \ HAVE MINIMUM 12"'OF COVER. 2.13.6 SLIPS' 1 \ \ NEW MMS0 • 1 I I 2 ' 0;CURB 9. DURING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS 1 -10'SIIPS 36 11 } d ` NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT T OFF-SITE 0 0 SITE AREAS• PONDS,DRAINAGE INLETS, ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE Or C52 SPECIAL NOTE EROSION CONTROL MEASURES SHALL CONFORM TO"THE NEW YORK GUIDELINES FOR EROSION AND 10I X 'SLIPS 38 10 2-13.5'SLIPS} •\1 I ?r` 1 I d v SEDIMENT CONTROL". REQUIREMENTS OF THIS NOTE APPLY TO ALL SECTION 402 HOT MIX ASPHALT (HMA)ITEMS IN THIS CONTRACT, 10. ALL PAVEMENT TO BE REMOVED SHALL BE SAWCUT, ( 1 2-lo-SLIPS > ' I I •40 ® • 2.13.5'SLIP Ii t PG BINDER 11. SOUNDINGS NOTED THUSLY X 6.0' ARE WATER DEPTHS AS REFERENCED TO LOW TIDE ELEVATION 0 I APRIL 26,2006 DERIVED FROM ACTUAL BOTTOM OF BASIN ELEVATIONS TAKEN AT 11:00 AM ON APRIL 1 t iA \ USE A PG 70-22 MEETING THE REQUIREMENTS OF AASHTO M320,STANDARD 26,2006. > yrs j l { :TO IPS ° 42 oRrvEwAY 11 SPECIFICATION FOR PERFORMANCE GRADED ASPHALT BINDER FOR THE LOW TIDE OF APRIL 26,2006: +l-EL.:-1.3'+/-4:30 AM _O t 1 �, ,' PRODUCTION OF HMA MIXTURES FOR THIS PRODUCT. HIGH TIDE OF APRIL 26,2006:+l-EL: 1.6'+/-10:40 AM , % i 2-10'gLIQS © 2.18.5'SLIPS 1 It \ GRAVEL USE OF POLYPHOSPHORIC ACID(PPA)TO MODIFY THE PG BINDER 12. SEE SITE PLANS BY SAMUELS&STEELMAN ARCHITECTS FOR ADD/ ° C 1 i �A�N PROPERTIES IS PROHIBITED FOR MIXTURES CONTAINING LIMESTONE, ADDITIONAL INFORMATION s_ O I 1 t: I ` _i , I 1 I I LIMESTONE AS AN AGGREGATE BLEND COMPONENT,LIMESTONE AS A 13. ALL WORK WILL BE COORDINATED WITH OUR CAPITAL PROJECT PLANNED FOR THIS AREA.PIN 004237 1.1d'StitP i 1 1 I ' 0A-f YARD CONSTITUENT IN CRUSHED GRAVEL AGGREGATE,OR RECYCLED ASPHALT "NY 25 TUCKER LANE TO END OF NY T ___ PROPOSED B 25 HUN COURSE OVERLAY", i/ / I L • -'� QI' 11 ';I of boats and PAVEMENT(RAP)THAT INCLUDES ANY LIMESTONE. THIS PROHIBITION ALSO FLOOD ZONE A (EL 1� �S{ � APPUES TO THE USE OF PPA AS A CROSS LINKING AGENT FOR POLYMER 14. EXISTING CONCRETE PAVEMENT TO BE LEFT UNDISTURBED. ~: - •_ -2 10' 45 ® 2-1815 SPS 1 1 \I } traders) ------ --- p7_41 +�• / PS' j 1 1 TAX MAP �pSED BY �I+LL MODIFICATION. 15. CONTRACTOR TO CLEAN EXISTING DRAINAGE BASINS ALONG AND IMMEDIATELY ADJACENT TO THE NY 47 t;REEKRPARTNERS 5/1/12 25 SITE FRONTAGE AT THE COMPLETION OF CONSTRUCTION, 2-1a \, 0 1 �- } (SEE LEASE AGREEMENT FOR MIX DESIGN + % LIPS 48 [;- 1 ADDITIONAL INFORMON) NTITHE MIXTURE DESIGN MUST BE DEVELOPED IN ACCORDANCE WITH THE 16. REPAIR EXISTING SHOULDER,SIDEWALK AND CURBING AS ORDERED BY STATE ENGINEER. I CRITERIA SPECIFIED IN THE HMA ITEMS THAT ARE APPROPRIATE FOR AN 49 ESTIMATED TRAFFIC LEVEL OF 2.9 MILLION ESAL'S. 17, IF ANY DAMAGE TO THE EXISTING CONCRETE PAVEMENT OCCURS,THE CONTRACTOR SHALL REP A SLIP 50 SLIPS •I I _ - _ ^ _ _ L CF • I _ _ _ THE EXISTING CONCRETE PAVEMENT TO THE LONGITUDINAL JOINT PER THE CURRENT NYSDOT VAVE AtTI[M _ - CALCIUM CHLORIDE PAVEMENT REPAIR DETAILS AT NO COST TO THE STATE SEE ATTACHED PLANS i N6o ( I i 10•� �� FLAOLE G POLE�GP - 12/8.14 REV. ENTRANCE-PARhhit.; • 1 GRAVEL p 1 ------ It �n oRIVEwAY I _ 12110/12 DOT COMMENTS > i ve��r1'curMU yrsln _--_-- .----- --- + 8/14112 DOT /SCDHOMMENT` PEVISIO14S - SITE DATA 0 WN ER/APPLICANT,, ' - J j JAN 3 0 2015 SCTM# 1000-56-07-02 MILL CREEK PARTNERS, LLC. GRAVEL ' ! i i PICMC ARES -- PROPERTY: 64300 Route 25 P.O.BOX 326 / SoutholtlTown i ADDRESS Greenport,NY 11944 CUTCHOGUE,NY 11935 i -�0 X70 Planning Board I OWNER: MILL CREEK PARTNERS,LLC SITE: 142,441 SQ.FT.=3.27 ACRES i i o, 10 � o ZONING: M-11 ice/ � � i // •• '� �•••%�• S.C.T.M.DIST. 1000 SEC.56 BLK.07 LOT 02 MILL CREEK INN AND MARINA i ,•' - `Cj Scale: 1"=:40' Condon Engineering P.C. Plans are prepared by Condon Engineering,P.C. It is a violation of the New York 64,300 MAIN ROAD (NYS 25). State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter 1755 Si gSbee Road S 0 U T H 0 L D NY \ / any item in any way.If an item bearing the seal of an Engineer,Archheci,or Land Drawn by:JJC Mattituck, New York 11952 0 F Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shat affix to the Item hls/her seal and the notation"Altered by'folowed by his/her signature and the (631) 298-1986 (631) 298-1986 fax SITE PLAN -/Z- \ /\ r ;1 �O\�\`- v� ' date of such alterations,and a specific description of the alteration. Date: 311012012 www.condonengineering.com i III • � '� LEGEND EXISTING PROPOSED END CURB 11C1li DIM y ��� �� p�6t� SEE CURB TRANSITION TC 8.5± / CURB i 7 ----� j N ETAIL SHEET C-3 BC 8, ' - ,.' DRAINAGE CALCULATIONS: MANHOLE Cj > rLAG PU SAW CUT$RESTORE THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A (BASS _ 'PO C19 EXISTING PAVEMENT TC 8-9 �,, i 2"RAINFALL. STORAGE TO BE PROVIDED IN EXISTING 10'0 DRYWELLS f � � r PROVIDING 68.42 CFNF OF STORAGE. THE DESIGN IS BASED ON THE DRYWELL ASPM f NISIiR1EAl SIR BC 8.4 4 • Q I AP�1H SIGH 2 ill KEY � 9oQ�Z FOLLOMNG RUNOFF COEFFICIENTS:ROOF AND ASPHALT PAVEMENT 1.0, CJ f��` ROOF 1.0 AND GRAVEL PARKING 0.50. o r-4? EXISTING SEPTIC SYSTEM TO BE TC 8.53 ` TC$,90 ,- o! SEPTIC TANKIGREASE TRAP o o� x DRIP PtLT EXPANDED SEE SANITARY PLANS BC 8.03 -[�.��! BC 8.40 SEE SHEET C-3 FOR CURB AND DRAINAGE AREA"A": t J IG; TT M43' { R�� TC 8.6d -� PAVEMENT RESTORATION DETAILS IN STORAGE REQUIRED: �- TW 18.0 BC 8.1 d �- ' • PAVEMENT AREA: 3,710 SF X 1.00 X 2"112=618 CF 1 C 9.1 N.Y.S. R.O.W. LEACHING POOL o GRAVEL PARKING: 3,500 SF X 0.50 X 2'112=292 CF 1 13W9.0 .� ' ,- - B TC 8.1 TC 8.3 TW 10.9 �` PROPOSED TRENCH DPA'k, 1 759 CF BEGIN CURB • ROOF AREA: 5,091 SFX 1.00 X 2"112 849 GF ROOF DRAIN SEE CURB TRANSITION TC 7.4± ' {STATE BC 7.6 BC 7.8 • • • - g� ' -- -,- 1 8.0± STORAGE REQUIRED:_ � � �r-�;'; .,•• � , DRAINAGE PIPE p I "" a s B 8.0± DETAIL SHEET C-3 BC 7.4± TW 112 J t r • ' ' !` " IQI Ila - ., N .PROPOSED 12"0 PIPE TO DRYVVELL 1,759 CF 168.42 CFNF-25.7 VF REQUIRED ,� . ,10 VA3ER 1�1a• • TW .3t SANITARY SEWER B�4 - n 9.5 --- -- I r �! , STORAGE PROVIDED: CONTOUR -�'x•a �--r"_ U6�Etc tri_ �" 5 4 B W 0± t I1Ft1P f�7,4' - TO �OW�. � �' �" EXISTING 8-10'0 X 4'DEEP DRYWELLS=32 VF - QH�O YI�Lv[ E ___ ---r _ - v - �` A ± � PROPERTY LINE P:7.4' TG 0' BC Jk `� ---------�=_ T .5 �`, DRAINAGE AREA°B'• SPOT GRADE R� 9A 10.0 - sl STORAGE REQUIRED: I.R 8t9 - i ""°� r- OEltll' i '`'� "'� 1 C 9' 1 ': a ` PAVEMENT AREA 3,171 SFX 1.00 X 2"112=529 CF TOP(BOTTOM CURS TC 8.9 p o lBC 8.5 11t TC 0.3 O f NE DRYWELLS(DW-B-) FOR EDGE OF PAVEMENT ELEVATION rP.8.6' Sr>K ARt A �- TW 10.5 t, �B {} u��l 0.1 DW A COR STORAGE REQUIRED: I 1 �- o[«I,r _ , RAIN ASTER RUNPFF FROM PARKING 529 CF 168.42 CFNF=7.7 VF REQUIRED TOPIBOTTOM CURB rN 10.5 z I BW 6.7 ; ';, , l Itis \ O O Q SUR CE SEE SITE PLANS =---- . ; ` o , - I 1 '' +8.7 �. DEPTH SOUNDINGS xS�, C:> E,Ifa 1 STORAGE PROVIDED: o I Z O � O tirl ° �� Q �+� 1 `, `, EXISTING$-10'F6 X 6'DEEP DRYWELLS=36 VF �p 12.3 O S .y > ` 1 I ctlt.I I O 1 / ° O 1 �-.. \ �I ,, EXISTING WATER SERVICE i -- ��# [, �q1?• o o o , ° ° ,� 1 �D „ a I I DW ,� EXI ING DRYWELLS, •' EXISTING DRYWELLS I _ - - ° ,Ian' r��32 / I 1 10'0 4'DE4P EROSION CONTROL MEASURES 10'0 X 6 DEEP I I Z~10.1 4a1 C361' N Ei• ���' � \ / / / �I$[ I TYP. F 6 ;i �/� 1. IN ACCORDANCE WITH THE PROVISIONS OF THE USEPA GENERAL PERMIT AND THE TYP.OF fi V -� *� -ST F E 4 : , / D i t' • „ "'/" NYSDEC,DURING THE COURSE OF CONSTRUCTION,CERTAIN EROSION AND I EXtS 1 I1`� 1 ff��11 7, , , ; _ i w ��' SEDIMENT CONTROL MEASURES MAY BECOME NECESSARY TO PREVENT THETW I 10•5 I TA' BUILDING � LIQ• ' l ,, � BW 8.55± i ;1 ` N o ,-/' TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,WATER COURSES,DRAINAGE BW 7.5 EI �- INLETS,RECHARGE BASINS,ETC, ACTUAL EROSION CONTROL MEASURES WILL BE (REs-fA��` T} 1 ' DICTATED BY FIELD CONDITIONS AS CONSTRUCTION PROGRESSES,BUT THE BLDG, � Ie� � � l -, 1 p� � - F- 74' L �' �I �, _ FOLLOWING GENERAL CONDITIONS SHALL BE OBSERVED: 4.4 E r g 989 G,F,A .. ; taz r t - EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN . 2,856 S-F- DECK&-TERRACE w {Nc�' EL- 13.5 ° � P POSVD SANITARY UNDISTURBED. ! ~~ - CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE OF FIN FIRST FLOOR 7.01' 1 J ` FO Frltill N M ' E�:,•:1b,«�` r -� •y EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. i z bl' r � -_ �� THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO BU DIN ,} 9 ' •� REDUCE RUNOFF VELOCITIES. SEDIMENT SHALL BE RETAINED ON THE SITE. , SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND T / ��; 01\ L\ I r �• '1 g y '.-'' MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE'NEVV ! E C. _--- { - / S5t ?--� f Lam! YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". I b.5' L 1 +1 :D -�'� �\ ', C 2.SEDIMENT BARRIERS(SILT FENCE,HAY BALES OR APPROVED EQUAL)SHALL BE r o { r g" INSTALLED AS REQUIRED ALONG THE LIMITS OF DISTURBANCE FOR THE DURATION OF THE WORK NO SEDIMENT FROM THE SITE SHALL BE PERMITTED TO WASH ONTO I } ADJACENT PROPERTIES,WETLANDS OR ROADS. t 3. GRADED AND STRIPPED AREAS AND STOCKPILES SHALL BE KEPT STABILIZED } r THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED. SEED MIXTURES SHALL t I � PROPOSED WATER SERVICE \ •I i I' 1` 1 � , y`, �� ;, ;;, \ l 1} BE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE RECOMMENDATIONS, Ile, t 4. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM ' Q / X4.7' x51' •, � �� l � I ' C=:] SEDIMENT BUILDUP THROUGH THE USE OF SEDIMENT BARRIERS,SEDIMENT TRAPS, l I end X3'3'• 1 a+{ ` ��-, 1--4, / 4 ` �:. ETC.AS REQUIRED. ! { / I DW ' C.-O 1 1 I 1 , / I Q 1 " " / 5. INSPECTION AND MAINTENANCE, 1 l � � � � -� g I CE OF EROSION CONTROL MEASURES 1S TO BE r� ° > y` �� D V v / -1 I '� PERFORMED DAILY BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION , f �" 1 �� � FOR THE DAY AND AFTER HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES INCLUDE,BUT ARE NOT LIMITED TO,CLEANING AND10R REPAIR OF / SEDIMENT BASINS OR TRAPS,SEDIMENT BARRIERS,BERMS,DIVERSIONS AND INLET t ! PROTECTION. 1 J\\1 y ! 6. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING , \ ' \ } I ' --��.- 7. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL I O r � C� ' � � X5.7' �`,� � 1 � � ��•'"�� AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE t� r ' , \�� !! / vY CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY o �1 0 > ,4 l x5,2 X4.b' O i :` , l { ,fit ' \ /! �-� „�» STABILIZED. i 1 W ;- 1 ' ', I t 1 � / �- 8. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL REMAIN IN i \ y o '� j XS,Q' i ��' \ D v1j� DRAINAGE AREA MAP PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY STABILIZED. AFTER t 1 , ` �� „ PERMANENT STABILIZATION,PAVED AREAS SHALL BE CLEANED AND THE DRAINAGE t \ 1 1 - _ -�, l z m X51+ ` � 1n-1�' SYSTEM CLEANED AND FLUSHED AS NECESSARY. X4.2' \ o l '5,3, X4.8' 1, ttil, 1 11 B" 1 �•� tL.JJ 'Z `�� � x3�,g, �•�' x4.5, 1 � t �� ,,� ► / '•n ` / ° 1218114 REV.ENTRANCE/PARKING 12110/12 DOT COMMENTS 8114112 DOT I SCDHS COMMENTS REVISIONS JAN 3 0 2015 ,�F,0F �E �. • Southold Town •y f , ` Planning Board Plans are prepared by Condon Engineering,P.C_ It Is a violation of the New York ` {•' I State Education Law,Article 145,Section 7209,for any person unless acting under 31 1 the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter +�`-.-, 5 �• E ��; ! i any item in anyway.Ilan item bearing the seal of an Engineer,Architect,or Land ^41 Z �!a L �,• ' ' Surveyor Is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the •'; �r :-^` � y Rem hisfhet•seal and the notation Wered by"followed by hislher signature and the ``'' •.�� w S•C.T.M.DIST.1000 SEC.56 BLK 07 LOT 02 dais of such alterations,and a spea7c description of the aiteratim. Condon Engineering, P.C. MILL CREEK INN AND MARINA Scale:1"--W 64,300 MAIN ROAD (NYS 25) i 1755 Sigsbee Road SOUTHOLD, NY Drawn by:JJC OF Mattituck, New York 11952 (631) 298-1986 (631) 298-1986 fax GRADING & Dale:3110/2012 www•condonengineering.com DRAINAGE PLAN MMTENANCE AND PROTECTION OFTRAFFIC NOTES: 1.TRAFFIC CONTROL.WIVICES SHM BE AVAILARP MOR TO THE BEC mm OF FAD IiavnaNL 1MIN'fkMANCE OR(bItS1RUGTHp1I OPERA71OffS AID SHALL BE PROPEREY INSTAIIA) AM PLACE Oi4N"MOr �AS THEY AFiE NEEOED �R£�IO1+ED M�IAT9.Y t31t,2c THEREAI WHERE OPEWITKW ARE PfRr0RMM IN STAGES Imm-SHALL DE N POSTS-STEEL T OR U MLAPE TYPE PLACE ONLY THOSE DEVK;ESIMrAPPLY TO TiE CONDITIONS PRCSW DU MG THE OR 2HAI STAGE IN PROGFIEM FENCE-WOVEN Wim 143 GAUGE MAx MESH OPENING2.MAWTEI AHCE AND PROTECTION OF TRAFFIC SCHEMES ARE TO BE IN A00OFMAmCE 'FILTER CLOTH-MItAR 14ON WITH TIE NEW YORK STATE MANUAL OF 11N�117RAFf1C DE"Mc,, A - OR APPROVED EalAL. 3.ALL sKMiS,DEUEATIONSAIO GUIDING DEVICES USM TOMAIfTAtt PRETECTAD i OF UNFOIi�I TMMC CONTROL DEVICM THE YM NF LAW M EflrTK]N}. � } 3lf I1M1„INCE N'(35T SO•MK 4.TRAFFIC CONTMX VAifTBNAWE AND DEVICES SW L INCLUDE NOT IE MM L1MI" TRAFFIC CONE 25'SMICNG(MAX) TO THOSE SHOWN HERE-0NL_TH1FY SWLLDE SUP LEMEWM AS REOU/iID OR AS Z �� fNYBN�S LI?41IH1GICAYFT(!)P� w 70 b 3-0" �TiID 0 61(TIEBI6IFHR SITE 5-TW MINIMUM MAINTENANCE AND PROTLCTDN OFTRAFm PLAIN DOESNOT .71 1 E LvL+rITIViq l?ow • ROW GROUND Fwvr LL y RELEASE THE CONTRACTOR FROM INS fREWONSiMM TO SAf9.YAtANTANAND : ., �.�: T wnE;cr7RJi m imAccomArom wmi rim M.W.OTHR TTiAFFE CONTROL DEYICESTHAN',HOMSHOWCINTMPIMMAYBEFEUMEDTOSAFL3YWMiT/W • PTiOVlDEA31MpE BOt1F1O STRAIY BALfS 1.WOVEN YNR£FQNCE(WN.. V12 GN"K,I Or MESH �' COMPACTED BAUCFI L 1=7 EB f Q i I, t E: AVID PRO�TECTTRAFFK. P�'TTtIAN AN7CIrSS XSPACING)YM7HI FiLTgR CLOTH OYHt Y F17L3t AROIRD VN'ORKbOtE • r STONE OIt RgLROTALIIE a ll 4 ALL LAHF�ILIbTBE OPEN TO TRAFFIC ON ROUTE 2s 10 AIAND AFTER 2 PY. 2X1 WOOD(T - F FILTER HTIECLOTH 7 0 8E EVERY Zr A7J4 OP TO UV SE VANE �FILTER FE+CKLM OONCRETE PRCEIE a011l � NO LANE CLOSINGS ARE PERMITTED ON OR HOLDAYS.i GHrTIbE LAZE STAIRS(TVP.) FENCE MYTFH TIES SPAM EVERY 2P AT TT]P AHD Lfl(J SECTION. CLo6NGS WLL NOT BE PE"nm wmxw PfH1m mw4O4ALfwm 7TE sm m j (sem HtfnorNc � a07HTNl'}�.• � PeRI�TtroR. OTHER D"AN-) 1 FifM' «., ..~ W!THEY WMVL TWO B O DFBYBY�IMCM AM FI OM. 7.NO DIS.CI BAIZRIGIDE 3 AM ' I OTWR TRAFFIC CONTROL SMWMENT SHALL � STRAW BALE INLET PROTECTION DETAIL Two RESARS.STEEL PK XM. v RENIN IN A LWATIOH WHERE THEY WTUdEI1E�OR BE DU LIFROW BY A SHOW w � ` 4, MAINTBNMICE S1W18E PltADRI[D AS Nr )D AND PIOMIING oFEwLTHtxH THE Mt7<i!C MUST BE 9Q ®TO SAFE tI1/Al OR 210 STAKES OFFAN \ / MATBIVAL 11E1tAOVW W11N'ftXGES`iE111C1P iH TRE SET OF WIN DE ERAT O&T FlE�SS1NR1 1 SALES SIAL L BI PLACED AT THE TOE OF A SLOPE OR Oh!THE CONTOUR 7 KID STAKE DRIVEN A�ANGLE FACE FES 16A N10 A ROW wrTN ENDS TIGHTLY ABLITTiNG i?RE AL]LA iT BAll�i. DOING DETAIL WDVE14INW rTNCE 001-1NI 1!t SEC�i1dN -' LL TIIECONTRACTOR iS ADV16t13THAT HO PAVEMENT LDGE ORWtM ftL LLE '" A 6Al1GE MATG.Ir YESH = _° P�MTTED Wf H1IN TM(M FEET OF•TRAVEL LANES TIE(3ONTWICTOR 9UILL dJ JAJ TOWARDS PREVIOUSLY LAD -�� 2.EACH BALE&WI BE EM80X LD IN THE SOC.A MRNMMJM OF 4 iIMCtES STRAW BALE.DRIVE STAKES NIDPLACZ�S(7THFBtrrOfllC /REtIOFiQtOTNTAL FLUSH WITHTOP OFRALE = P06T5(fYPj WINK-FENCEPO5TS. '-,. : �,,`` ;�` = `,< "� '�_ H+1CI�RJ>�70CtifDE11T `" S(�ULE W OPEPAT10N5 SOTf1ATALL EMRVATEO MORL(AREAS MigL BE i „`:�,.a?;• :��1:y w'•� r: ' _�,;::. �' COMCLU510NOFTHE WORKMY. 3.BALES SHALL BE SECURELY ANCI-tORfA N PLACE BY M4ER TM STAKES + / YAX t Tt)Ct3+H1l3t X16'MAN NTD THE �� .-;�� :g= - _-: 'tea•;��'.::-Y -.'"+:�=� ,..i; �'R�} � A OR RE-BARS ORf"THRO"THE BA1F_ TIN[FIRST STA1�IN EACH �'� ... `'•�w, :;r= ' e•�`{ {'_�� �,`,r :.»ii BALM SHALL BE ORfVEN TDIYAN2O THE PREVIOUSLY LAID BALE AT AM ANGLE ANGLE Fiz.ST STAKE T�OYYARO • s - = -•: � a^ 1 x±� +..y r•.b:r.•� •--��v`�.M•�,;,..=•�•=e t-w w-=:.�.i�Lr` .( ~• 111 _ TO FORCE THE 961ES TOGETTIER STAKES DWI B[DRA"FLUSH v WTTH THE BAIL PREVIOUSLY IADTiAIE , i si•-•.s�-- '.•.�+' a��..o;'s.''. n. N torte SKIMI -��.. ,.--- y. G�O(N�E LL•� •.:`' CLOWDFbw DNX �' fwm .`.""_.'• 4 MCPECTiON SHALL BE FREOL"T AND REDNR REpU�#4FM SHALL BE _ Q 1D'MAN.OR PATCH 'Lr k- LLt KALlEPf20MPTLYASNEEDEO. s, T � ARWENTfcAf1WtD11i ~:. "' �+^ — PROPfRTYl1rE VAALA8LEM0iiRI0iE 0 PLAN S.BALES SHALL BE REMOVED W"FN TWY HAVE SERVED NIGER USEFUL14F.S5 - So SIOENALK $O AS NOF t0 BLOCK OR IMPEDE STOW FLOW OR DRAINAGE _ NCTfE U'TiLITY S7RP }: --= _ ri rd IN TRMTgN Hl(TO iMA1NTBHAIHCE TO1NOLUUE PEFtHOO1C TOP 10'LHRH. TYPE w OONSTRUCTgN elIRR1CAdE Z ,�• GROi1D DWSSING 1MV'TH ADOITK W1L STW AS wait a... ANCHORING DETAIL s �M ELEVATION NREauHr�• •4+ TYPICAL SIDEWALK CLOSURE DETAIN. STRAIN BALE DIKE DETAIL SILT FENCE DETAIL STABILIZED CONSTRUCTION ENTRANCE MAINTENANCE & PROTECTION OF TRAFFIC DETAIL VARIES(sx 1MN") ITEM O� LTT31 E09J1N01 203 M SSIFIED©GGIVATItWAND BIBMMMW {SEE NIYSOOT STANQARp ZM CilR87YL'EA S1M75 FOR ADDnIONAL LD1 L116ETHw KORWlT10N} TACK MAT eE�ril�H ALL LHFTS_iTerl4Nnala VARIES V ITL SIRXIE-VIALNUMBER PAVaffW T°BE PRowtaEDelr� � TI(6aC�� _ � HILI.it»IlSAWCUTi� i.�fraac L�vE�IeLT • F4 1101MLLAlIM SURVEYC)R ►D " � Imo'• ������ cDLn�olTrsc�I._TTT5M41IL0+1 ""•,;' , - 1 tlY' �, TOrsOL.Nbf�D-T1LlIIL?OH E)QSTIN(i ZEMVB�fP 12 TO BE LEFT UNM7t 1M. , I 4 T rHNOTMD(ASPiNLTTOPCOURSE.Tft mAw-i251M ?r • �� '� 21r1 NOTMIXASPl1ALTBINDHR000R1E-1THI��a • +�tA I � ,4? ASANALTSNDUI.bEitREpONgTpL1C710fiTOrETAi�'ii WSJ MEET P T IO ROMP TO THE DLfS'AVI LINE ELPA►TRON �M(�HDHNALJOMTOFTLE �PAVL�iTt NOTES! S'NOT MIXASPLWJ MSE COURSE m r I1FT$•m34 4o72%m OX TING CONCL7ETE PAVEMENT`To BE UTT LNDtsTWmm . PERMANENTSURVEY I. cawseTFLJ,sIITOsvRFACE. MARKER TOP VIEW 2 SURFAMOFNI)WMCAPMOENICOWACtWMCOICWM SHOULDER PAVEMENT CONSTRUCTION PAVEMENT REPAIR) � %OJT SHALL LIETHOIX*K .YOOATEDWTHZWCFIROMATE f+�Yl�.l'0a-04- 3. RE BAR SHALL BEaRiYBIWITHADRIHNGCAPACC>rPTABLETOTHE (N•Y.S. ROUTE 25 Rox) LEC AND DESIGNED TO PREVENT'1Rl5hiF{ptJlw or THE TOP OF THE REBAR DURING I]RIV1N(T SLU•Of E SFAL wrr NOITiEaTtED � INSERT. KEMARKER CAP IS FITT®WITH A P C 1/PLASTI , 017AM*OR aim" MOO FIII IM BY CONTRtAL;TLJFt M34100092DDi 4. SHAPE OFTHE MARKER CAP iS AP'PRDIOMATE OTHER SHM MI,L ITYPE A CU" BEACCOgVDIFTHEYDONFORIITOTHEMIO MWEIGHTAND (SaElrNY$DpTSTANdLRLT ! LlIMENS"M GIVEN N THE:MARKER CAP DETAIL THE avooEt CAP SHEETS FOR ADDITIONAL s, SWUI.FTTT![GFnYTOTHERe3NAFL M IAitEf iPSM1#G7HMAYNE 11FC1Rl�T IW OMIFL AMMIO R FMMNM FK N THE REMR!11TH MINIKIIM OR MODERATE BTM I YW M BTEMED OR WI.L.NOT BE ACCEPTED, 1fV61 SET;TIONS ATTM HED MAGLET 5. LENGTH OF RMR MMY BE ROXXM A.O.BE F AN OOMMJCT10N IYFIK21 OANROit'6E P@E7RATi3115 BfCQ1NT�,iKOMIFVBt,TINE JONTS AS IML.$.OPE 10 a. R80LARf D MAIL 1 PERMANM SURVEY MARJOER DE NSF-OR STONY SOL RMAR TO BE EIMY COATM ELEVATION DE AL a AFTER THE CONCRETE RIGHTT OF WAY MiAiRIE R OR PE twu0rr EXISTING PAVEkEfT j SURVEY MARH�R IS N PLACE.THE E)rAVATM SHAM eE TOPWL Alm SEEID-tT'Et(iT m vREvm - URB RET BRC**IW IN ACCOFI0A.NCE WITH THE STAM)#M SPECIFICATIONS SECTION 2U3-&ISa�Sil M OF 0[>ftB REl1EA _ _ � GIRCIUKO AT f3TRl1L1t1Re5,OLEVBtT�''•PPFSS,(aOMDL111&AND DIRf3CT elMt1AL. � PAMK 9'+f3 SURFACE CABIN QQJIVM� OF #BEAU HEIN=C.an 1R (E)CAAVOB TO BE LE FT L11111NM fI � B DOM F11W MATKA EDGE OF PA-Emoff .. i B(TTTOM OF CURB PERMANENT SURVEY MLI (SM WrAIQ RO110OFFTOPSO CURB TRANSITION DETAIL rm4.FE7mx 4 :�-: 7HATWATERWILI- •� • ' AHIMINTHEcoGH,It•HtTAL .� - NarsTAln SHOULDER PAVEMENT CONSTRUCTION NO PAVEMENT REPAIR7. FU�SFHED eY THE CONTRACTOR - - f "� StKEET KETAL FORMt LNY BE � + (N.Y-S. ROUTE 25 RO.W.) !1 � •'� FAHRICAI DUSiNGSHiETAET "a FOR BACKFILL y PRECAST STRUCTURE r SCF0"OR OTTER SATISFACTORY ., •' WTf3tLiL N FASTS •��,e ay •.s (SLENOTE� 1.AiLPNL�fJ11CT�LfCTINkESSHiALlIIECDld71tlIC1®1�SIIFFIOMTT i ��'� �'�y/S r1zT�,•Y • -A T1R SIE$.mmwo amT01�YfnWA DMSNT(}H•2D7MFFICTOII DMXXNPMIATTT C'i; w••-• • �i TFMPR1 MFI1EAMDSH�ULGE. 'HIOTHERILEANDMMCOIIOINLIl1SASWONOtRIEPLAKRS CLASS CONCRETE ;:. `- •-.. _• � 2 ALLPfReCJtir 8'TWICTTI[RlSS SFW!LS£11ANLfACTT1lBI METH 4,000 P'9L OOMmTEAlp sww.ee DEaHoN[D,OONBTRL1CTiS)AND NSTALL®'TO s<1PPaIrT AASHro N2U 'T?1TQ►7 Z nor PPO O SAw Cur EM-n NG ASPHALT _ • . TRAFFIC L OAD/IG OR CONCRETE ORNEMYS Nf41120UT 1 SCDFi5 COMMENTS' FEVISIONS � !• :• � 3.. EARTH HN•2a TLq CONfW1CTT7itSW1LLSRBlIfT3FNOPDRIH'Y»IDSFORAl1P�$7gTTNL1CT�dETAL�N(47}EST7�-R�FOR�ITAIOPRDVDECl3YiF1CJ1710NeYT1lEPfRt7(:AST sIRtHC II1fEaANE Des+sIlL�1ro LIIROgT m Lop"K3, N � Ti•rtRff1f31a(IRiI.) :'- iAMJFACRIR�RTKMT a RENAR s r LANG SPACED ty L:QUALLY •• ` - 4.MJIKWACTURRTOCL3mryIRMTdWUXALD&Mf<rAmpfEUMSRucnmMUBNPR®TO7HEsMm8ETP L tM N C�• SUFFOLKCOLMTY'DWNMAENTOFIEALTNSt3R1MAFDTMWWMWSMTEC"WM fOFTRANSPOFTTATHOM. �OF7H1E7UiMOFSOLIT}IDID; '`�` �0 Vol w a, Ip C 1-1,r rIEAR>aHG(701,R9E Nrs TYPE 5 I sa.b , A6b 145 P L1.,Ibiian diM INMYat r 10'LONG ASPI Vu.T cum AY OPENING 2-1R'LIIDER{?Ot M MFS TWE3 VVIR C URX � ',_ �• '��and a e n '�t� uHrr{rYP� ;i'';: ..t...i; -r; t :•s- +: •• JAN 3 0 2015 � X►+sN -Ifft IO"ft IE IIIWaf Berl'"°Su"`LlerPjd�mdarr i T S7i0FE TM ENT}OR CI�lR9IEfl CUTE ':, .{: _','"•' y: "'`t: - -; -4 •_ S C.T�I DiS11000 SEC..ri6 71rnjslllrH � ,� °fLwW ahel alit.Lo I,� PROPOSED � ONTO Southold Town �Oa'LW02 faMl.ad r0aearrla* YSIt0c1<DE1iVritlTri Off-C" rco i�su"GrokH>r Planning Board H�La11oIr'Gilda dI1CT o11NlfViiNb�orl (COMPACTED TO I sI �.Ts. C�n��� �� 1 MILL CREEK INN AND MARINA JI&TDRNEwAY vF7WLVFILAHIE SURVEYr Ic> g nmfing, P.C. �� MAIN ROAD WTAUATM DEP (NYS 25) Cm3 ,r.�wee Roan TYPE 1 DRIVEWAY ENTRANCE DETAIL TYPICAL PARKING LOT PAVEMENT SECTION CAST iN PLACE PERMANENT SURVEY MARKER Dm'br. Maftkck Nm York 11952 sOUTHOLD, NY OF MTs t8¢ (SFE"-MOT STOWVkRD SHITS FOR AIMOMAL.INFORMATION) Dale:11MM2 298••1998 W ��298-1986 rWVm faoc CONSTRUCTION 3 ' VY,AI,Af.COI>�QiBri�Fll3l'�II�,g.CO(Ei . DETAILS REVISIONS: SITE DATA SCTM # 1000-56-07-02 PROPERTY: 64300 Route 25 ADDRESS Greenport, NY 11944 OWNER: MILL CREEK PARTNERS, LLC SITE: 1421441 SQ.FT. = 3.27 ACRES LAND UNDER WATER: 57,885 SQ FT ZONING: M-II sly ON SURVEYOR: Hands on Surveying LINE OF CURB CJJT PLANNI LINE OF cur 26 Silver Brook Drive BOARD APPROVED MAY sols Flanders, New York 11901 $' LICENSE #050363 MAIN ROAD I DATED 6/22/11 z C LINE OF CLEARING PLANNING (STATE ROUTE 25 i BOARD DIED MAY 2019 LANDWARD LIMIT OF ♦n FRESHWATER AETL 5 AS V _ DELINEATED BY SU OLK z Z ENVIRONMENTAL G NSULTIN6, IMG. ` 4/12/06 AND VER IED ON 5/23/11 Q IZ REVI51ON LINE OF cLEARI 18'-b■ I'S' z b' 8' INE OF GLEAN PLANNING v♦ ® BOARD MAY 2018 11 m 1` W W 1 � 1 X PARKING REV151 2N EXISTING ., AREA P INC LOT LINE W STRUCTURE ; -_0 I W 1 INC LOT LINE PLANNING ARD MAY 2018 1 � v ' o V 1 1 J 1 sED � W REVISION PARKING LOT CURB LINE 1 1 1 \ QCL � ARKING LOT CURB II LINE BOARD IPROV D ; W AP MAY 2018 1 � Y'u 101'PAR�II'L`' LOT 3 101' LOT 1 I % � 1 1 � 1 1 1 1 1 1 1 1 1 1 EXISTING , °� Z' MARINA Q M EXISiING I DLDE E � _V E DOGKMASTERS BUIL INC AND �' 0 TOI , 152 114 } W -j• W z iW Southold 1 Planning Board = W m N m 1 1 INE OF NO PLANNING i BOARD MAY 2018 W N U RELOCATED PARKING SPACES 1 FROM M?W AREA AND ALONG co co MvIBAN M_1GIi 1 1 \YA 1 X. LANDWARD LIMIT OF FRESHAATER AETLANDS AS 0 1 vu,'j v ; ■ DELINEATED BY SUFFOLK S 1 h'txx< ENVIRONMENTAL GON5ULTIN6, IMG. 4/12/06 AND VERIFIED ON X1795 \�G� INE OF CLEARING PLANNING BOARD APPROV® MAY 2018 RED R I PROJ T NO: I I / DRAWN BY: 1110UT i CHECKED BY: NS DATE: DEC 15, 2014 SCALE; 1" = 40'-0" �I �I SHEET TITLE: I SITE PLAN REVISED THIS PLAN 15 FOR THE PURPOSE OF ILLUSTRATIN6 THE CHANGES TO THE AFPROVE� SITE FLAN, Y ` H I C,.,H Y ` AS APPROVED SHEET NO: SOU TH OLD BAY ON 1�AY 21 , 2015 . REFER TO THE APPROVED SP SIT LAN. SITE PLAN FOR ALL OTHER r;)ETA I LS PLNG SCALE: 1 = 40'-0" SITE PLAN APPROVAL REVISIONS: SITE DATA November 8, 2014 SCTM # 1000-56-07-02 PROPERTY: 64300 Route 25 ! EC E � u E / ADDRESS Greenport, NY 11944 �� OWNER: MILL CREEK PARTNERS, LLC NOV 7 2014 SITE: 142 441 SQ.FT. = 3.27 ACRES _-__.______�---J , Southold Town LAND UNDER Planning Board WATER: 57,885 SQ FT ZONING: M-II SURVEYOR: Hands on Surveying 26 Silver Brook Drive Flanders, New York 11901 R D AD LICENSE #DATED 6 22/�0363 � L MAIN Z C (STATE= ROUTE ���\" 30' � LANDWARD LIMIT OF ♦^ FRESHWATER WETL 5 AS V DELINEATED BY SU OLK Z Q Z ENVIRONMENTAL G NSULTIN6, IMG. 4/12/06 AND RIFIED ON Q 5/23/1 I J_ ' Z W W - EXISTING STR:UGTURE Q ~ �p W LOCATION MAP O V R� \\ o mtz� r-LoAn go 088r, J 22' J 51 22' la Iq ITE W Z C 106' Np R��R�pD Q = 3l� o QD m a B DRIVE PAR IN I A \ V\�. A .\V �, \\ \\\\\. �\\\\\\\\\\\\,\� \ otf Z• EXISTING \\\ \ \\ \� \\\ ,\ MARINA \ \\ \ \\\\`\\\.•\\\\\ \ \�?\\\�' > EX141 DOCK - � BUIL01 J � � a TOIL W .J• WzRAMP3 a z W• v w PROPOSE BOAT a N YARD (stor a of W• N U boats and tral s) RELOCATED PARKIN& "MFk SPACES FROM ENTRY AREA AND ALONG EMBANKMENT ? r LANDWARD LIMIT OF x FRESHAATER WETLANDS AS DELINEATED BY SUFFOLK Y ENVIRONMENTAL GONSULTIN6, I fx IMG. 4/12/06 AND VERIFIED ON x �r PROJECT NO: 1110 DRAWN BY: UT CHECKED BY: NS DATE: March 24, 2014 SCALE: 1" = 40'-0" SHEET TITLE: I I \ SITE PLAN REVISED SHEET NO: SOUTH OLD BAY SP =R S1 E PLAN. SCALE: 1" = 40'-0" II REVISIONS: SITE DATA May A ENT ADJACENT PROPERTY Sept.17,2012 SCTM # 1000-56.07-02 RESUBMIT-SITE PLAN PROPERTY: 64300 Route 25 APPROVAL ADDRESS Greenport, NY 11944 Marcn 20,zola OWNER: MILL CREEK PARTNERS, LLC SITE: 142,441 SQ.FT. = 3.27 ACRES LAND UNDER WATER: 57,885 SQ FT ZONING: M-II SURVEYOR: Hands on Surveying Z Fl Y SBrook Drive Flanders, , New York 11901 / LICENSE# 050363 0 ZONING DATED 6122111 0 C / AC to BUILDING �- ZONING Q AREA: PRINCIPLE BUILDING � LU/ AC L°\ / First Floor: 5,656 SQ. FT. Z 1000-58-04-20.7 JFAN x THOMAS 1000-56-04-z4 Second Floor: 3,333 SQ. FT. Z WELLS I _ EDSITEPHEN IO , �` \�,/ ACCESSORY BUILDING: / i First Floor: 330 SQ. FT. O ad PATTERSON 1000-56-04-22 \\� I 1000-56-04-19 / 8.5 RICHARD EHRUCH �\ 000-56-04- \ JOSEPH H FIRST FLOOR DECKS: 2,390 SQ. FT. OWNER II \ II ROBEftrJ1ARAN1 , RAISED TERRACES : 743 SQ. FT. 5 \\ ' [� o.§ �V/' LOT: Q 25 i ! rru�Jl I 11ODo-5s-Da-zn — I �sIGIu+ -I–° \ // / ' I COVERAGE BUILDABLE LAND AREA: 84,556 SQ. FT. z — OWNER I\ v / ,/ �' \ 9119 SQ. FT./ 84,556 SQ. FT. = 10.78% II _ / I 1 I ZONING I / VACANT`\ y� �'/ /' 10.7% ACTUAL/ 20% MAX.ALLOWABLE ,1000-WI RD 0.2-- - I , / 1000-56-07-5 , I PARKING: 27,969 SQ FT/ 84,556 SQ. FT. = 33% LOT COVERAGE z / fi4155 MAIt1 RD LLy I I M I I I I PRINCIPI PROPS LLC `\ I /' Z VACANT I \ ` �, LANDSCAPING: 47,372 SQ FT184,556 SQ. FT. = 56% % LOT COVERAGE . + . �B h /, W VACANT ZONING / Ce , CURB CUR C�� i �' fLO / R 40/ RESIDENce ZLLJ _M I N ROAD o �, -/ HURRAY WO7MAN���'i _0 HASH /rI cut 000-56-07-6 I 1 z F L AM OMUC CDRB 1E_— RIIRB BERNLARSSOp ` \.� Il,ar z zla 3 1— %ZONING B INEBB T.o T N 5 LR55DN I ;\ LOCATION MAP �_ _ Q C) FOND GDT � � - � � � suIhald iolun 10 l , I ` �� PlannmO Ooartl > ` 000-58-07-6 RESIDENCE ITE Q 7000-56-07-1BARINKO k ARIDA Z I i GOLDSMITH'S _ MBCA O BOAT SHOP \� �' !,/// 5 1 1 OF•0On 1 _ I ON0151AN0 1.R 2 5.� /• I `\ / / g $ _ --T000-56-07-9 I i E �. 0 Ill JOHN R CYMHl4, a �/ \` T.0 R ia�, YOUNG _ 1 I , \ 9 m W w l� I IU j 4.5 `� I J 1 DRIVE - RESIOENC� �� � � I I 11100-56-07-10 JARINA 11 � /1 � AMEIA KARER --_ _ `�_�__�IO ��� � A I f RESIDENCE I � / � \ INIm I� if ZONING �,, I —______ _ \. BL1000-ss=0i����000jjN DRIV \\\\ �� . ��� . \\�� U) Q. p RESIDE/CE 1 RESIDENae) I' (" SITE PLAN INDEX w SP 1 KEY PLAN, 100th scale w' SP 2 SITE PLAN, 40th scale UJ.• Y 108i`7 NeENFl9 _F i �\ SP 3 ENLARGED SITE PLAN NORTH, 20th scale D CEELD g SP 4 ENLARGED SITE PLAN SOUTH, 20th scale SP 5 ENLARGED SITE PLAN - LANDSCAPE & LIGHTING 10 SP 6 SECTION THRU MARINA BASIN y y To / == BEGA 1 SITE LIGHTING PLAN 1 \ ----------- S BEGA 2 SITE LIGHTING PLAN — — — — ' BEGA 3 SITE LIGHTING PLAN 200 FT SETBACK 1 SANITARY PLAN EOFNEwyO FROM PROJECT 51TE/ 00 FT SETBACK 2 SANITARY PROFILES SPO l STFF� SOUTHOLD BAY FROM PROJECT 51TE C-1 DOT SITE PLAN -------------- EE ENLARGED 517E C-2 DOT GRADING & DRAINAGE PLAN PLAN SHEET # 5P 2 C3 DOT CONSTRUCTION DETAILS s SWPPP 1 SWPPP OVERALL SITE PLAN Ot7s / SWPPP 2 SWPPP DETAILS & NOTES c'S�RE AF 1 FIRST FLOOR PLAN - RESTAURANT KEY PLAN / 2 SECOND FLOOR PLAN, BASEMENT PLAN - RESTAURANT ROJECT • 1110 \ 3 BUILDING ELEVATIONS - RESTAURANT SCALE: 1" = 100'-0" / 4 FLOOR PLANS & ELEVATIONS - DOCK MASTERS BUILDING DRAWN D CHECKED BY: UT / NS / DATE: March 2, 2012 THE UNDERSIGNED,PURSUANT TO SOUTHOLD TOWN CODE SECTION SCALE: V. = 100,-0" 100.254(1),ACKNOWLEDGES THAT THE CONDITIONS OF THE SITE PLAN \ APPROVAL SET FORTH IN THE RESOLUTION OF APPROVAL DATED _ _/4 0 ARE ACCEPTED(SEE CONDITIONS ON RESOLUTION). SHEETTITLE: \ PLEASE PRINT NAME AUTHOWZED SIGNATURE TITLE DATE KEY PLAN APPROVED BY ,yTt1O WN OF SOUTHOLD PLANNING BOARD CHAIRPERSON ala DATE SHEET NO.: NOTE:The appmved site development plan shell be valid for a period of aighteea(15) months from the date of approval as per code section 100-255, SP1 SITE PLAN APPROVAL D LIGHT FIXTURE LEGEND SITE DATA REVISIONS:C ADJACENT PROPERTY July 9, 2012 SCTM # 1000-56.07-02 BOATYARD NOTE: THE SEPTIC SYSTEM WILL BE B'°•^"• PROPERTY: 64300 Route 25 Aug 22,2012 PUMPED OUT TWICE A YEAR, ONCE IN MAY "'ate SANITARY SYSTEM REV AND ONCE IN OCTOBER, THIS RUMP-OUT " i;-' `•, ADDRESS Greenport, NY 11944 AUG 28, 2012 REQUIREMENT IS REQUIRED EVERY YEAR ' 130AT 2012 YARD RELOCATED r -" 1 ' .n OWNER: MILL CREEK PARTNERS, LLC DEAD END ACCESS ROAD SITE: 142,441 SQ.FT. = 3.27 ACRES Jan 22, 2013 REVISED PARKING LAND UNDER Jan 29, 2013 o ( WATER: 57,885 SQ FT REVISED LIGHTING r E ' 1•••`• ° March 20 2013 A a - {' ZONING: M-II R V 21 9 -CONDITIONS ah♦ _ - � niq i � _- - SURVEYOR: Hands on Surveying Y 9 .- - - 26 SilverBrook Drive srl•r •wr,•wr wlurrw oaweAn /"_. + s 11901 •rl • NINE — -- 1 LICENSE#050 63rk WIRE, i _---- -/ — " exlsnra lmux ;/ / _ _-e. _ m "A" CEILING MOUNTED "B" CEILING MOUNTED E ISTINbLLNLRSENIErew MAI ROAD Q 151 g1' IN DATED6/22111 — 5g0T2V, ',,noeom Aa; r - IliNiii O Tx°ew ATor i+ wniLE . ROUTE25) tt N l I ; �_ ORNAMENTAL LIGHTS, DOWN LIGHTS, ESIWAN (STATE A� bN FRSE OF % i m 100 Watts, BEbA -1q�2 MH, 50 Watta, BEGA 1224.560, w -.�- �� eEw GMIF_°AnRIW -- `gLANiJWPJ�b LIMIT QF,, ♦ Ip PARKING REQUIREMENTS O cI5OO LUMENS, II FT HT, 1135 LUMENS, 0 FT HT, SUNSET ,,; - - ------- - AND AFtON ED�e cF 1 ' 'PRE HWAITE,R WETL 5 A5 — ---- w — E%$I S?AV ¢¢ ' RESTAURANT: w °0 raW coBeLEs r@ Iwrw DELIN�PITE17 BY SU FOLK __ SUNSET TO GLOSINb TIME °_° EVKE eLwems ENVIROk,MENTAL G nysI�LTING, -- -- -----• 1 SPACE PER 3 SEATS OR 1 SPACE PER 100 SF OF FLOOR U) Z Exlsnra unux 3:' PCUm NYT-FrsC I ""�" •, �-----TIMI. 4/11/Q6 AND ERIFIEDroN_311 AREA WHICHEVER IS GREATER Z y R �A°INs !�T'11��Fy, v' rear 61vvel\ I y♦ 'SY23/!II I 1 1 * /� E%I,nNb WATER :- 4J AREA IEW OIL, \ W DRIVEWAY \\ O w SERVICE z \ --,, �, s; TOTAL SEATS CALCULATION: i 3+°NADE 11 11 AREA O c ARIN6 I INTERIOR - 180 SEATS = 60 SPACES ~ • sEeBALK bare \ \ IP SHOI'�IJ A ED) ' p Q wM Tek 4CLATION ILIx LRas B PRIVACY C T NICE _ _ NOEO 1 A rel`, 1 i I i SQUARE FOOTAGE CALCULATION: PRIVACY FENCE iC srcHE VEr�lt w,u. R,,,F ``\ RANF `PlAN1ER rvesv 1 ENTRY 4' "'•° ?; ',' ' FIRST FLOOR PUBLIC AREAS: 3,117 SF/ 100 = 31.17 SPACES Q r= =Iff,SR° D EXISTING 11 I I ♦, SECOND FLOOR PUBLIC AREA: 2,509 SF / 100 = 25.09 SPACE ELELTWL AND MLITY 1 1 1 1 LI K FaAh IE TOTAL 56.25 SPACES 0 Nev e.ec NDnsc+ n111 .... `1e , 11 '' �iMlr Hs' _ ``2•, I r�smnm '',, R II I Z ON BJILDINS PACE WII-✓IINi I i I ,: \••. 1 µg,Y6p EKI5nTO Bralx Fae (RESYzim EL.ME, 1 I 1 1 THE TOTAL NUMBER OF PARKING SPACES IS GREATER WHENLU I TO BE lw PCLE a RIN PRY!RG°R-li.RD - 1 I i 1 \ I, "G11 WALL MOUNTED "D" WALL MOUNTED BbnNSB NKLF B eeetr rxl.apm 1 I -Loa 11 I I, THE CALCULATION IS BASED ON THE TOTAL NUMBER OF W ELra rBnaL+TO FILV-D zoNE �++ I ORNAMENTAL LIGHTS, SECURITY LIGHTS, i � � D G13�w` y I SEATS, THEREFORE 60 SPACES WOULD BE REQUIRED. eKlsnNs Fo,T, RAIL 4, 1 I t \ ,',, 1 O 60 Watts, BEGA 6320.538, 150 Watts, BEGA -1460.538, I FSE I �' _ i O11 'Y I6' ANS 850 WMENS, 8 FT HT, SUNSET 2400 LUMENS, 10 F7 HT, ON KLessra'"-°R\MF, t /r ��! r P '•" I , y`I •''� I I MARINA: TO CLOSING TIME AS REQUIRED DURING OPEN i 6rnIR51 DELK waOO wAucwAY �, •2p�a v 1 I' 1 SPACE PER B SLIP i � ) OAT � t i HOURS 1 �\ ' 50 BOAT SLIPS BE 50 SPACES Q v 1 � Her FL6An POLe , 1 NFIV K N III. 6 , b,b' I I \,• 1 1, Sluce x Eno 2-10'SLPs •Q HI ® z-WSLIPS II. 1 1 e j �•° ♦♦`I D TOTAL PARKING SPACES REQUIRED: 110 SPACES w/ 5 HC O �KII vralx POLE mm-egos p _ @. __ 11 J''• ^ '•\ / / � ',+ I ACCESSIBLE TOTAL PARKING SPACES PROVIDED: 123 SPACES wl 5 HC LU Ew,nN,BAN11 m REMAIN-NON INDIbeNws 1 I 1 Dw\aw�r , r` '/__TA �FIAP # 1000-56-0`1-4:. MATEW AL ne,awcKs)ro BE RBIHweD, - 0' LIPS • ® I - \ a 21 S 1 ' r ,Y ♦ W 1 2-13S SLIPS! 1 •l / MER! 1 PL4IT DIEjJREfD AREA9WIIMA LAN I 4 , , li PERTY LEASED BY MILL ACCESSIBLE BEALH 6RASB fA,PER DEL REdIRB-2NT� 1 -_� 1 „' , 1 �_t p GREEK PARTNERS 5/1/12 1 OAT SLIPS w (5EE LEASE AGREEMENT FOR ------ p, _ 1 I ` a 11 li 2-13.8_SLIPS •_ 1 i, ' 6RA'51 ' ADDITIONAL INFORMATION) a ��� pp pp'�' Uj 1 BaoMI °PeaFOnr arl i tE 5 -- - r_J 1_—� 2-13A9LP01 II I' re � ) II uu1=11' , MARINA: �� L4_ll_le� eNOre s"�N' r I IANDNOWCRFOR IF YOF 1 - ID (r� 1 II ----� © Fxlsnla `-_=_�-1 1 1 ` PIUNGIIW Ir1IM5uc MAY 222013 2 11 OVERIaADWRGf ' DF'OL°I�r"o � ' 1 I , SII 1 ��L r� �•''. •', `♦ , (6) 18.5'WIDESLIPS )1'I, 1\ FLOOD ZONE z-10'suPs � � ;,, TIHBER 1 i I 1 �� 1 (16) 13.5'WIDE SLIPS �-- - 'I " II II ,\LINE o r___ • 3•�_ i6 1 to , �1 ` 11' ;i 'I 1 1 I, , I (28) 10.0'WIDE SLIPS 5uumoid lawn Plan, Rc2rtl E DECK RAILING F WALKWAY LIGHTS, I �� , � ,a,F,L„�B_,-, z-1,h.st,Ps�, , ) EDF R®«Y,Im ♦ LIGHTS, 2W, LUMASGAPE5 L531ILED TOP CV BANK $ I III3, 15 1 1 , xe j I "£ °°• ------------ EXISTING 60 Watts, BEGA 4443P, BOULEVARD, `I'KI,nNs w.nvE EALT N 2-,o'sLPs raw r-LonnN6 ?a 1 , ` ,' 11 PROPOSED OAT SLIPS: 0 SLIPS 1 MA2N VEbETATIGN 3 RNKW 40H Y000 LUMENS, 3 FT HT, 86 LUMENS, 2 FT HT, SUNSET AL➢Nb„a wLKHEAD, --- SILL BAKHEAD I FI , SUNSET TO GL051N6 TIME 70 GL051NG TIME a T°Re''AI" EKI AFS w.nVE I - - - - - - - --- - -- 1 ' I 33 NAFSH B6ETArIDN 35sLPs11 II 1 -------- 1 NOTE: PORTABLE PUMP-OUT STATION WILL BE AVAILABLE 1 12-10'SUPS AiONB,ra Tt AIN 1! I r4: I MATCH LINE SEE SHEEP SP3 MATCH LINE SEE SHEET ST _r° AIN 13 1 ` , — `— �— — — —/— =1 ON-SITE FOR ALL VESSELS HARBORED IN THE MARINA, ad Z• MATCH LINE SEE SHEET SP 4\ --- .� y I MATCH LINE SEE BHEET SP4 EKBnNb urlux ` I ENlsnea euNKTO 1 � ExIST `' � �� I THIS CONDITION SHALL BE FULFILLED BY KEEPING AN IPL , RIrI POLE LIL-B,L I 35 REMAIN-NONQ r 1 ` ' , , I7� 1 GR y Q• „1 2.10_surs IND on MAERI i ---1 1 ' y ACTIVITY AND MAINTENANCE LOG FOR THE PORTABLE FLOOD` FLOOD I 1 AE.ERICKSI TD BE 2-13.5'SLIPS II 1 , D , BUIWINFi PUMP-OUT J 2• S 5➢B ZONE TORetAIN \ZONE %; / 39 DBNRB'm/.�RE'PIWITN'11 „ T-- w � ' ''', e°"T, DRAINAGE CALCULATIONS: W J• a a EKIsnNb AMeewnx eErcH 'I I YI�RDI A ^` p O v7C IdSl IN 11 • 37 bRAss E,Fes vec ,SrB 1 `•, 1 Yd1RD •t01" Of Ir • A } •„ ',C • EY RD 11 12-i&SUPS BE, ,,,,,• 170QL! QId trallero - FLOOD ZONE AE (ELI) sere K 1 10 -'I I E •b x �I MEANHIbHw reR reWDOu AeeEss- 2-,3ss IPs1 I i / (DW) "A" ROOF STRUCTURE B ENTRY DRIVEWAY wit „ w MARK I1 ___ • 39 RAMP 1 DECK O 11 ' I voLE 1 I 1 i •'I♦♦ ' � DII.AFIDA F E / I 1 Ire-f0'SIUPs raw FluNss� I �iz61filme 6RA'AVSL 'I /E ROOF AREA: W. n Eu p FIAIL ® j 'D16'TP DRIVEMY , DRY WELL AREA x RAINFALL x RUNOFF FACTOR 5 • 1 r (DW) "A" 6,555 SF x (2/12 FT.) x 1.0 =943 CU. FT. Q F• u 9 EZIsnNb EANK TO R@ . -xON I I elsr Wnnnxb I o I , INC1SB%m6T'. < (IEv BRILKs)TO I II •4, PoLK W/L°W 2-,3.55L PSI , I 1 TFD I L LF ' BE RENDV D,PLANr vlsTURBED mens 1 -2-Td IPS . sIu awewD 7 • I I 1 , N' II II a II wlTH nt�sICANB v�°REd�ll fRaA°ieNe�Sl I IL -T ,�F Q _-- I VAI, ( �, i ENTRYDRIVEWAY: G PARKING AREA H FACADE SIGN / 1 `, DRY WELL AREA x RAINFALL x RUNOFFFACTOR F1009 W DILAFIDAnro / _ 1-- ----� I Y ) , 6R/'`/EL " {.ENNAM _- g IV6•NY POLE LIGHTS, LIGHT5, °°°BL a�OV°eED / I I - +� O k, 1 m (DW) "A" 10,374 SFx (2/12 FT.) x 0.9 = 1556 CU.FT. OVERHEAD WIRES • 2-,UISUIIPS 8 1 I ., 'POW BEGA T11g4MH, Sg00 2'iW, BEGA 22g5P, �_-{44}J 2.1&TSUPS ' a, , LUMENS, 16 F7 HT, SUNSET TO 1800 LUMENS, II FT HT, BK,6nNb - -- _ 1 i' LANDWARD LIMIT OF I wux a ' i' 1 I, 1 I FRESHWATER WETLANDS A5 USE: (6) 10' DIAMETER x 6'HIGH POOL CLOSING TIME SUNSET TO CLOSING TIME vole 1-1r,'slyP Q / 11 I 1 1 ,4' J R �,�� :; 1 DELINEATED BY SUFFOLK 1 (6) 10.8)8' STORM DRAIN RING = POO CU.FT. NEW EKIsnNb 1 ENVIRONMENTAL CONSULTING, USE: (8) 70' DIAMETER x 4'HIGH POOL PqSOF eKIsnN5 NATIVE 5AL7 �_---��OPLac°KAS To 1 ' r nNarn �1 / IMG. 4/12/06 AND VERIFIED ON 3 ( ) y'` y�.9TFP - - � ! 11,I I AR;RA,L i 5/23/11 (8) 10`X V STORM DRAIN RING=2189 CU.FT. C �y • A • A ALo"NS T13Hea ro °IaNN -z"iD--T i 45 J A -'� 'i PROVIDED REQUIRED * 2� f R 9Z O 2.10.55UP511 13,) 1 e cµeeACH I • ('�1 I 4852 CU. FT. > 2499 CU.FT. / 11 �y�p�����, 1 p� 1 ', :1ENA1bDAH SWITLH GRASS '\ 2.19' 'lJ' 47 J EXIST! ISS' POLE 1 \ f LIPS ® IMARI � OII I FIKn.1� 50 - I 1 (DW) "B" DRIVEWAY PARKING AREA P o BOAT 1. , b.b• \c _ DRY WELL AREA x RAINFALL x RUNOFF FACTOR 7F 9 e DILIPIDAnS LIP PLAN1IH5b. 2Q r I I 1 G I (DW) "B" 46,586 SF x (2/12 FT.) x 1.0 IS 7765 CU. FT. WOOD wLKHEAD AFERILAN eEI.LH, �I ,'' ' '•', 1 2-19ssLIPs q ( , °, _ I 1 USE: 10' DIAMETER x 114'HIGH POOL, OR PRO, T NO: 1110 law FwAnN6 �; " I BANK i ``\ USE: 21 10' DIAMETER x 4'HIGH POOL pOLK W/lOW LI. NBY FLOATIN, O / li - USE: (21) SILL BILKHeADjy alLL SLK, - J);i i ,f 11 I ' I (21) 10'X 4' STORM DRAIN RING=5747 CU. FT. DRAWN BY: /sem / / '�"',� do Fr Pitt I jl'\ ``♦` USE: (21) 10' DIAMETER SOLID WALL DOMES UT • G c _ - ----_--- --} '- . ! ARI ' •\ 1 (27) 10' SOLID WALL DOMES= 2282 CU. FT. CHECKED BY: F 3--- =/ �1 "I ° DRIVEWAY °J" WALKWAY " S' o of _m �' `�-- PROVIDED REQUIRED NS BOLLARD LIGHTS, BOLLARD LIGHTS �bE�wHAIM MEAN NIbH wAT� - ( ' y, - TLP gip ' I i'- ,i 1 FLOOD ZONE ♦. I 8029 CU. FT. > 7765 CU DATE: MAIRK z 11 I i tU rE,, K `� v� , I LINE 11 111 W, BEGA "1.162 LED, Iq W, BEGA -1-162 LED, fY / °EAO�P"'"',`FAIU "' CUT & FILL APPROVED BY March 2, 2012 EKISD.BANK TO REMAIN-NWN � 1 1 AGCE� �''BIIRPALD i r0Y 1 R�I� � IGCG„ROAD PAM"- -\ 1 NDISEN➢Mi MATERAL(IE-BI+IG I ' I \ 6RAvs Nb auva aAse IN"WtSOL , - SCALE: FLOOD — - 9aA'L ♦ _ PLANNING BOARD „ _ 2-12 LUMENS, 3 FT HT, SUNSET 272 LUMENS, 3 FT H7, SUNSET TO ce REMOVEv,FLANr DISNReEv 6RAVEL ZONE _ aBYaAc - rf Msv III' slrtwree Aero PLANn1i59 •,,♦ CUT = 690 cubic yards 1 - 40'-0" TO CLOSING TIME TO CL051NG TIME AR N"ANTI BEACH bRA/n I \� - A+FERDecRewlRB-aNTsl I , \ PIGNIGARE� —� ➢FBAee< _ FILL =279eub yards SHEET TITLE: 1 I1 I '` FLOOD ZO D - ' --_ --- is ar - TOWN OF SOUTHOLD ---�,�o o ------------ =_-- ------------ DATE /aa/a�i3 NEW LOW WILL I' YARD e®r _ — _ =_ 1 � T�or eAaK aANnNbs._--_,_____ _________________________ •.— BULKHEAD 111 ° f --------------------- ___________- A__. _-_ _ _ ____---___l yr I, SImFAte = _.- - •"�________ _—__________________-_--______________ 4 ______________ -i♦\ A C • , � \♦I$ __ ----------- (TI UNE ALONGMEAN HIGH WATER SITE PLAN _ - - • R iB0383' L 29275 II \\U+�K.�'.•b/x7/ . � • I ` E MART() � W • A • THE _ B 1 E BTI NAT! EBA T + NINNWiN ZONING BOARD CONDITIONS: PLANNING BOARD CONDITIONS: NEW RIP RAP NS,TH VEberAnoN `a° %/1t dt tl; 7. THE SPECIAL EXCEPTION PERMIT GRANTED HEREIN MAY 1.THE RESTAURANT SHALL NOT BE OPENED FOR BUSINESS ' ��T,a TO 1A°"^'" DIY INVOLVE A CHANGE IN OCCUPANCY OR A CHANGE IN USE OR A UNTIL ALL SITE WORK HAS BEEN COMPLETED TO THE UQ ''' j °E °� ,DG PARKING AESS FO'L`' CHANGE WITHIN A CLASSIFICATION OF THE OCCUPANCY. SATISFACTION OF THE PLANNING BOARD,AND A CERTIFICATE FAVINS�bRAVIL TOTAL 123 SHEET NO: THEREFORE,AS A CONDITION OF APPROVAL,THE APPLICANT OF OCCUPANCY HAS BEEN OBTAINED FROM THE BUILDING NEW RIP RAP MUST CONTACT THE BUILDING DEPARTMENT TO MAKE A DEPARTMENT. "K" WALL MOUNTED "L" SIGN DOWNLIGHTS, SOUTHOLD BAY DETERMINATION WHETHER OR NOT A BUILDING PERMIT IS 2. IF THE APPLICANT CANNOT COMPLY WITH THE MINIMUM REQUIRED AND THAT CHANGES WILL BE NYS CODE COMPLIANT. ON-SITE REQUIREMENT OF 110 PARKING STALLS AS SHOWN ON STEP LIGHTS, 13W, BEGA 22414P, 2. THE SPECIAL EXCEPTION PERMIT SHALL BE DEEMED VOID IF THE APPROVED SITE PLAN REFERENCED HEREIN,THE 3.4W , BEGA 21115 LED, 625 LUMENS, "I FT HT, SUNSET + THE APPLICANT CANNOT COMPLY WITH!THE MINIMUM ON SITE APPLICANT SHALL IMMEDIATELY FILE AN APPLICATION WITH SP2 11 LUMENS, I FT HT, SUNSET TO TO CLOSING TIME REQUIREMENT OF 110 PARKING STALLS!AS CALCULATED IN A THE PLANNING BOARD FOR AN AMENDED SITE PLAN APPROVAL GLO5114G TIME SITE PLAN PLANNING BOARD MEMORANDA DATED SEPTEMBER 13, 2012 TO IDENTIFY ALTERNATIVE PARKING OR SOME SOME OTHER WRITTEN BY BRIAN CUMMINGS, PLANNER. REMEDY TO THE SITUATION ACCEPTABLE TO THE PLANNING FOR ADDITIONAL LIGHTING PLANS SEE SHEETS SCALE: 1 '1 = 40'-O" BOARD 5P5, SP4, 51=5, BG EA I SITE PLAN APPROVAL i REVISIONS: DARK LETTERS ON A May 23,201 LIGHT GONTRA5TIN6 OVERHEAD July ADJACENT PROPERTY COLOR BACKGROUND UTILITY 012 BOATYARD TWO DOWNLIGHTS WIRES /II aTO mE WDODPOST ELvr _ Aug 22, 2012 e TO 10 FEET ON GENiER WRIED 96'BELOW bRADE _ SANITARY SYSTEM REV AUG 28 2012 PER SIDE °BOoc B 2012RD RELOCATED Iwo WOOD POST8 feet DEAD END ACCESS ROAD 0 E UTILITY �^ v Jan 22,2013 R0 POLE ' \ 9 Tow MarcREVh 20 2013 SED KING LOPINb � 6p s� � ` Mill Creek o �0� \ e FINIG ED GRADE 2' .Inn ¢ PLAN f� 9 - A `10 1 GRA E vrsAIN � mPICA Z STONE VE TO OF SIGN wo�ncr ro .y REIW LONG.RETAINING , RETAIWNG WALL O 1 1 \`` WALL w/W. 12"NORIS. O NEW SIGN AT � 1 1 1 ill DRIVEWAY ENTRY III ».. ID MI 1 1 LIdIID APPLIED O ELEVATION OF I \\ I` J WAn�PRaoP,NG SIGN p,�� 11 ` � �` ~'^ SLI 4 NEW SIGN PLAN & ELEVATION B exI9nNGGRADe z z I Z N'�T Dg1``ti� J Q ad PA .00 F Tln w/4 a IaDK Q Z Q� -- -' I • IP Cc 1 9M5 LGM. IffWLTGRNHWIY OVERHEAD /', ,- Y- i ,-b Z 5TpE UWHWY A9PPoV.TOAIVH'BY UTILITY - --' �' - i^••,: i'- •'+ •; . - ------- --- WIRES / '==-----�- 1 � _ EXISTING UTILITY ,/ �� ; b- % nRETAINING WALL DETAIL AD POLE NYT-851 - �' ----------- i ,----"--/ U) UM.T.8.1 Z MAIN RO NEW TRENCH LIPA B5� n 15�9� I Q EXISTING CONCRETE WALL °RAI - ''� \`69D0-1'`O1� `\WOODED AREA i ��, ` l I I , ��� O New LGBBLE9TONE co TO BE REMOVED PROVIDE OUTS 25) `� T 1 O 0.PBING W FI�1 NEW STONE VENEER WALL 4 NEW R \ / \ \\ owv y GRADE Z W PEDESTRIAN (STATE 1 NEW SP3 SIGN -- / \ li ' ' / / � � ' Q SP3 GUARD / 5� EDGE OF EXISTING p E / 6a� R� CLEARING LANDY\NA 'b LIMIT OF 1 OVERHEAD WIRES NEW EN. G RB -_ ` 11 JI I I? , ��}*��I�, 4 V - - — - - — _ 20 vALve _'- -- o,20, NEW GOBE3LE5 NE 2 1I CLELIMIARINT OF NEW ' E'L'i N ,nA Y r`/ `� S , ` --b L ;a• . I-- ' FR WETL 5 A :�. RE NPORLED LONL - - - - HYD T - - - }120 VAL S89052'00" E 98,42 N6gD CURB SP3 ` 1 D BY SU FOLK Ex1srING urlurY �I BAKE EDGE oF` ENVIR�ONI MENTAL C, N5UI.-TING, nSTONE CURB DETAIL J POLE NYT-850 0 ' N w4�K ',- E;;SI `,,;� \ __�kMG. /4/I,t/O& AND ERIEIEb'YON_,.,;', IN.T.B., Z O MI EW ELECTRIC \ , t \` \`� \ 5y �/III i 1, 1 ' 8 w Z N 1 ; >' Q LOADING M TER H FRAME U� \ , ' 3� `j I IW m E- AREA NEW OIL € O \ `, ` 9 i 1 EXISTING WATER Z , r�wG.lDnNmcR ' O W BLUESTONE ` `L , �`� , aWe awe°G' Uj '^ SERVICE 25 Z fZ N DRIVEWAY NEMA I'TI ` 9 i it 8.'� eeLow GRADE V SIDE c�L YARD UNDER D NEWISH SDE �1 1 \` o ( jl I DR r GROG SETBACK - I ELEIGTRIG " 1 1 I I I ' `� DR''`' s P'TLH DN GATE i AND UTILITY .-:.e.,'�'` "" • / 11 DUMPSTER LOCATION 1 LINES 1 AREA OF ¢LEARING WITH b FT HIGH 11EW I II \ \ q 1 ' SH WN HA�ifGHED) ` .i'. \ + ' exsnNeSraGRADe� PRIVACY FENCE o 0 0 I I \ 1 , �, \d DOVER I \ POLE\LIGH \ / N \ nNITMBERCURB DETAIL SON1 E STONE VENEER WALL SP3 : RAMP RAMP , ENTRY I 1 FIXTUI'ZF, "G" � \9 NEW UNDERGROUND PLANTER II TMPi '� I� II (� \ �\ \ \ 10 EXI5Tl1G Be z. ELECTRIC AND UTILITY LINES \ \ y aG pFRAMy�E/ �0 1 NEW ELEG METERS - y.AUEL II'ML7 .. I / I / 1, , \• I ` \ ` 10 W _J ` o I I , , 1 1 1 � \`, FRESHWATER ON BUILDING FACE f / 1 L= \ I WETLANDS \ I a 'NEW TIM E 3 11 li 't �\ �\ ' i x EXISTING UTILITY POLE iIl, ' ('YE5Tf4URP\NT I I i J CURB 11 SP3 1 \\ TAX MAP # 1000-56-O-I-4.111 II `\\'1 \\` it i ISI = WG i R c TO BE REMOVED ' u , 1 1 ' \ ' WG r u PIN FIRST FLOGR = ELI 154 1 00 �ZON \ 1 1 D EXISTING BANK OF ° BASEMENT SLAG T .EL,:5,G5 I INE ( \ PROPERTY LEASED BY MILL ELEG METERS TO FLOOD w OIL € 1 ,� r° \ GREEK PARTNERS 5/1/12 BE REMOVED . . ZONE X BLUESTONE 11' '..x, I / 'I \ (SEE LEASE AGREEMENT FO� 1 PLANTER DRIVE NEW ADDITIONAL NPORMATON) ` 1 EXISTING POST € RAIL r'" ` - GOB 3 i 1 \ ` FENCE I I i b NEW DOCK "/� FLOOD ZON ' NEW I ED \� \ 1 ACCESS - RAMP, 1 ? F NE GGES51 D'OG `. o W STAIRS € DECK b \ ACCESS r , -9k - • .NEW'FLt3 NC i�QGK t � ;_a 1 ' I 111 1�\ % I `` `� 1'1 _= 92 NEW FLOATING FI DOCK W/ LOW O n ) i 23 22 SILL BULKHEAD 2 10' SLIPS 2 - 10' SLIPS I t. 1 BIDE YA 1 \ 11 to O MEAN HIG (1 b„ 1 5ET8A NE / IN EXISTING UTILITY b. WATER MARK 21 10' 24'- - ' L \ `� `\\ %' / �� 11 \ R C O' 1110 POLE NYT-8505 I - -� EXISTING NATIVE - I - ' I� `I 1 D 1 WAY \ \ 1 SALT MARSH D_ J 25 a. VEGETATION TO - - - 1 1� - . / \` '� / '1 1 1\ UT EXISTING BANK TO O 1 n I \I\ 1 1 DRAWN BY: REMAIN 20 / REMAIN - NON I „ I 2 _ 10' SLIPS 0 i INDIGENOUS MATERIAL 1 �1_b" 2 - 13.5 SLIPS I -I, 1 1 11 ) // CHECKED BY: NS 26 (I.E.: BRICKS) TO BE I _ - I I �, 1` ,\ 11 i / 1 \`g � "�% \ '' 1\ 1 DATE: March 2, 2012 REMOVED, PLANT I5TURBED AREAS WITH I� III 19 '- - - - � I I 11 ESQ / `� 11 \ 11 APPROVED BY SCALE: AMERICAN BEACH r - - GRA55 (A5 PER DEC I I 1 I - - P,6 1 1 PLANNING BOARD I __ �7 :.:I ' 1 , LIMIT F NEW 1 SHEET TITLE: REGIUIF EMENTS) B !. 2 - 13.5 SLIPS J L_ 1 T B CLEAR Nb TOWN Of SOUTHOLD;� - a'-a° - 2 - 13.5' SLIPS MEAN HIGH WATER SPs I I • _ 2B N_ _ - -{ .l I 1 , `' ( 1 1 1 DATE /aa/aoi,3 _ MARK O EXISTING ENLARGED _- - - J FLOATING 17 I I I 1 1 , \ `II •~ OVERHEAD WIRES��' O ( DOCKS TO �' 1 �� S I SITE PLAN H 29 BE REMOVED i� 1 € 3 3 AREA OF GEARING i -- NORTH a z 2 - 10' SLIPS ; , T I 1 wQ I I 1 , - ,I� i (SHOWN HATCHED) I - NEW PILINGS 2 - 13�J-SL11'J ' 1 1 0 \ E ' FRESHWATER - � -{ I 1 I WETLANDS J 1 1 \ SHEET NO.: '3� \ T ' \ TOP OF BANK 1 X 2 - 10' SLIPS NEW FLOATING 1 1 I 32 DOCK Al LOW is I \� ; NEW TIMBER \ \\ZONE 0J SILL BULKHEAD I 4. �i _ %' 1 CURB SITE P LAN SP3 (( LINE I I I'1 f 1 33 XI5TING MARINA 14 I 2 - 13.55 SLIPS{ ,t-I'I 1 I 41' -- I " f O E 1 \ I(, SCACR:-�"-_ 0 -0 SITE PLAN APPROVAL 1 I 1 2 - 10 SLIPS 50 BOAT SLIPS S " 1 ` "\ MATCH LINE MATC LINE j 'I 13 ? G I i MATCH\LINE - -= J 34 _ I ( I� SIDE YARD I MATCH LINE , II May 23,2012 ADJACENT PROPERTY =X 15TING UTILI'F,Y I f- I , p,GK , , , Jul 9,2012 PROPOSED - t I 5E B \ o Y Aug 22,2012 POLE LIL-554, I 35 f" — � - � I , � ` ` \, ' ` \ � BOATYARD -LOOD B 2 - 10' SLIPS J NEW DOCK 12 I L — — _ I i \ \ # SANITARY SYSTEM REV ZONE FLOOD ----- MASTER 2 - 13.5 SLIP I \ LIMIT OF NEWT AUG 28 2012 S P6 I M 36 GLEARING o BOAT YARD RELOCATED LINE ZONE X , rl I- _ - - BUILDING 11 i_I 1i 1 I Doc 6, 2012 r I ——= I I ' _ ` i _Q �' - DEAD END ACCESS ROAD EXISTING VE5ETATIO 9P I - - i 1 '� , ', \` ✓' / \\ \ C-5) ¢ Jan 22, 2013 \� NEW TIMBER / \ `, �, REVISED PARKING TO REMAIN CURB \ \` I \ --_, March 20,2013 SIDE 2 - 10' SLIPS NEW DOCK \ / `__� Y RD } L - _ - -� FLOOD ZONE AE (I- sersA K 20'-6^ 10' 38 AGGE55 - l0 10 I I \� e Q // RAMP E DECK •� i � \ ` MEAN HIGH WATER , II - 2 - 13.5 SLIPSI MARK' „ 1 -i_ i 1 41 1 AREA OF GL RING DILAPIDATED POST I � 39 O 10' \` Y r _ _ _ (SHOWN HATCH ) # RAIL FENCE - 2 - 10 SL NEW PILINGS - _ ' ` ' I I \` I , EXI FLAG G F XI IN / O EXISTING BANK TO 4O � - I -1i ', REL TED I L RIG PROPOSED 0 REMAIN - NON 8 I •"I'';I ddd�# 1 ' I % ` INDIGENOUS MATERIAL / I NEW FLOATING O 1 # 1" ' % ' YARD (stor gco ;^� Z 2 - 13.5 SLIPS 1 Y" (I.E.: BRICKS) TO BE , I I r 41 DOCK W/ LOW - - � SILL BULKHEAD { ' 1 ' I ats and Iler � ` REMOVED, PLANT' I I . 2 - 10 $�IP$ Lh4` ', E n a t a s , \ DISTURBED AREA�y/ I 'L � * r : -•A ,µ Z NITH AMERICAN BEAG I I 42 61'-I' - - �I , ' '.L , : -' - ', \ O ad GRA55 (AS PER I / I I, - _ -I � ', ,� r� £ •\ \ ' \ REQUIREMENTS) - EXISTING BANK TO - _- - - � REMAIN - NON INDIGENOUS MATERIAL I OVERHEAD 12 10LIP$ _ (LE.: BRICKS) TO BE© .' im WIRES , REMOVED, PLANT I � I ' - LANDWARD LIMIT OF DISTURBEDAREAS 2 - 18.5, SLIPS a TH AME Z FRESHWATER WETLANDS AS 1 10- S IP GRASS (AS PER D11 5 — I E LIG F.P2- I REQUIREMENT - O 35-6 I i� 1 FI r, ' , . DELINEATED BY SUFFOLK Z EXISTING �^ -_ I 11x � # "D G" TYP ' ,.. ��' ENVIRONMENTAL CONSULTING � UTILITY V 7r o EXISTING 1 T :1 1 � e W _ FLOATING I 6 MG. 4/12/0AND \/ERI F I ED ON Cn W POLE 9' �6, DOCKS TO I I` II W i ` GRAVEL x Ik ` 6 EXISTING , _ _ - J BE REMOVED VI, II ; DRI WAY p rJ�2�J� "\ O DILAPIDATED o �_ — - 10 —�0� 45 EXISTING NATIVE SALT -J' �' 13 NE 3 t ' WOOD cD I 4 r '-I ', ➢ SP3 F s PLANTINGS: , CID / `3L1P$ MARSH VEGETATION TO , ,I r1 ' C'G 4 ," AMERICAN BEACH E \ BULKHEAD TO / I 1 I 2 - 18.`5�SGPS z ' ' '�t / REMAIN I -1 �➢i 6 sk > t , 4 b SHENANDOAH SWITCH GRA55 , BE REMOVED I '=1i � TI SP3 {•e L \ 2 10' 1 ' 47 SmL 48 \ EXISTING } FRESHWATER LIPS G WETLANDS OMRIN4 > J { _ 50 BOAT b -- I PbL T------ r : LIMIT OF NEW W a 1 - 10, 49 r - X - TAX MAP # 1000-56-0-1-4.1 C SLIPS - -- # I -GLEARING C Z � SLIP I I t ' "D� P --, PROPERTY LEASED BY MILL W PLANTIN65: 6 \ ��, `� 1 �' ,� '1 = . '_ FLOOD GREEK PARTNERS 5/1/12 cn LU DILAPIDATED 5 O . a/ WOOD BULKHEAD \ AMERICAN BEACH 4 i i 1 G " £ ' , .. (SEE LEASE AGREEMENT FOR W IVI LARGE ORNAMENTAL 2 - 18.5' SLIPS I' f LAN ADDITIONAL INFORMATION) Qo GRASSES � � : t ' �xo �?� Fj' � NEW FLOATING 5�1� �R NEW FLOATING - DOCK N LOW DOCK W/ LOW / _ i i i .-,,a . i.' ° r •` i I i / i n\ frl SILL BULKHEAD 1j / „ 7 St)8 SILL BULKHEAD 60 FT / IIVIA TURN 'AROUND '' E \ \ w_ T ,} _ --\ -° .•'nY > RrY Y < "' i 1 ) 4.� ° ' vDEAD END FIRE APPARATUS ` — �/ `,\ ad Z• EDGE OF WATER, I, f' r x- �� .' • ' x i ', ; i e fr{GGE55 ROAD PAVING - C3(1 <A , `,\ y Q• " /• ": { ' r ,r GRAVEL BASE WITH TOP501L MEAN HIGH WATER I I �Lif ' c . - \ ' - 3 i I I ) yv � SURFAGE AND PLANTINGS J �• @ 0 3 MARK 'N .,:: . �i ii ) NEW DOCK 46RAVEL Y / w J• EXISTING BANK To REMAIN - NON / wd 17 AGGE55 b/�SURFAGE I NEW r � AREA OF CLEARING 7 w• u w - INDIGENOUS MATERIAL (I.E.: BRICKS) •.;G / \ % i GRAVEL ;,h. .� T+• ' % o I I FLOOD DR�Vi<LNAX- �, - -c ,. ! (SHOWN HATCHED) ,, � � w• � ^ TO BE REMOVED, PLANT DISTURBED \, GRA y EL ZONE f --- .� / > A \,�� Q �• '�' AREAS WITH AMERICAN BEACH GRA55 NEW GUARD RAIL 1 XI / SP3 (AS PER DEC REQUIREMENTS) Ii \{\ \ �. � _ PICNIC, AReA "" , ' , . , ' £ ' X _ _ , r f' m -- 50 -10 x► _r- ' 1 25, XFLOOD ZON -N 1 c\ , , . .. '� - --- ---- ---- -- --- g,-- NEW LOW SILL E YARD NEW \/E (ELIO --------- ----- --- -------- -- _-'" 1� 1 1 51 pUK 1 GRAVEL: 6 r IOP �'k141K �T ------ --------------------------------- - -- ----- -__ _ ,__ ----- o BULKHEAD S�T� suRFr�GE E'i. _ _______ ____ _-_ _ ___ __ _ - -_ 6 -_ t .... .. - ---- ------- - -- -- ----- ---- ----- --- -- ---- - _ 5--- " ,_ -_-- ----� 4E OF NEW VO r { __ _ ---- MEAN HIGH WATER MARK AS OBSERVED ON 5/1/06 ^ ` 5 Fe��9 R=1603.63 L=292.75 = --- - (TIE LINE ALONG MEAN HIGH WATER MARK) -------- --------------- n,[ ROJEC \a 'J "NHIGHWAT'EF=N` , 0 NEW RIP RAP D: 1110 EXISTING NATIVE SALT I `\2 A DRAWN BY: UT I MARSH VEGETATION TO r REMAIN I DEAD END FIRE 1 PARKING CHECKED BY: , NS I ' ,APPARATUS TOTAL 123 DATE: March 2, 2012 AGGE55 ROAD PAVING "GRAVEL" SCALE: V = 20'-0" NEW RIP RAP SHEET TITLE: SOUTHOLD BAY APPROVED BY ENLARGED SITE PLAN PLANNING BOARD SOUTH TOWN OF SOUTHOLD DATE SHEET NO.: SITE PLAN SP4 SCALE: V = 20'-0" SITE PLAN APPROVAL I 8 REVISIONS: New Lavin-(as---p r EDGE OF EXISTING ADJACENT PROPERTY N55VOT 2012 standards) July e, 2012 New Lawn (as per NEW SIGN PAVING BOATYARD New Lawn (a5 MAIN ROAD (STATE ROUTE 25) NYSDOT standards) 5' /- 6a mu '�' Doc 6, 2012 per, NYSDOT f S - 3; um0 a o REVISED PLANTINGS standards) O E � muumm"mmummmm, EDGE OF EXI5TIN Jan 22 2013 REVISED PARKING ' CLEARING c� March 20,2013 - - - �mummum;l�muamma c� Q NE W LIMIT OF NEW y4 `S W o AVON CLEARING — — — - - - - - L N Shrubs: 4 9°0 AREA OF Hydrangas, 5 I � :� � N ` � � : CLEARING gal Inkberry 36" ht, (SHOWN 0 Shenandoah HATCHED) } Switch Grass, I I ❑❑ ❑ ❑❑ Driveway \ O Q W Sroundcovers: ❑❑❑❑ ❑❑ ❑ Vinca, \ z Z errenfals 4 p0 ad ornamental I topping Stones \ grasses pp g Shrubs: Hydrangas, 5 gal, Shrubs: Hydrangas, 5 gal, RAKE ~ Inkberry 56" ht, Highbush Blueberry, Inkberry 56" ht, Highbush Blueberry, Z Lowbush Blueberry, LIGHT Lowbush Blueberry, Shrubs: Junlperus Shenandoah 5witch Grass, FIXTURES Shenandoah Switch 6ros5, Z virginlana, Eastern Sroundcovers: Bearberry, Vinca, FIX Sroundcovers: Bearberry, Vinca, Q Red Cedar, 5 ft ht, perrenfol5 d ornamental grasses perrenial5 d ornamental grasses 0 5 ft on center Tree: Quercus rubra, Red P LE Z Shrubs: Oak, 5" GAL, 5" cal Typical �I ISHT Q W Junlperus I Driveway N LUvirginlana, N u s: Juni a us O ctostophylos Eastern lana Ea Shru 5: JArctO taphylos Shrubs: arberry, 15" ht, Red Cedar, Cedar, 5 uva- rsl, Bear erry, 18" h uva-ursi, Bearberry, 18 ht, 5 ft ht, I and shenandoah switch Q " 3 ft on Q on me s: oxw od grass Q center LUe t h O J � � � � I Zoo p W a 0 0 0 0 o Shrubs: rctostaphylos I � � W uva-ursi, Bearberry, IS" ht LU W o NEW RAMP UP EX RAMP UP I I Trees: astern Redbud, 6 ft ht o LIGHT awing H H I Shrubs: ydrangas, 5 gal, I FIXTURES I Inkberry 56" ht, Highbush C=) TYP C ng '� Blueb Srr ' lueberr , I Pavan y TAX MA � 100 — � . 1 g I • r , � 5henando h Switch Grass, Gy,roundco er5: Bearberry, 'Vinca, P LEASED II, M 1 06 Z• perrenfal 8 ornamental grasses a v, D C GREEK TNERS E/1 d Shrubs: FIXTURES n Junlperus EXISTING FRAME TYP (SEE LES F R w� w• virginlana, SEE FLOOR Eastern PLANS FOR E3U I LD I N67P I Drivewcay I T I O I NEORMA I ) w. Red EXTERIOR (RESTAURANT)R4 NT) Cedar, 5 LIGHTING AT � I 1a ~• u ft ht, ROOF DECKS H w• 5 ft on Shrubs: Arct sto h I center I LIGHT uva-ursi, Bearbe ry, IS" ht, C4 FIXTURES and Panicu virgatum TYP shenandoah , 5h nandoah 5witch gr ss, 5 gal I Shrubs: rctostaphylos , Red OF NEW uva-ursi, earberry, 18" ht Tree: uercu rubra �P<E oR II STEF�� ok " cal Typical y =Gy�. I 2e 92 D D C C `a . ' ED C C Decking Trees: E stern Redbud, 6 ft ht S F ROJECT Decking 1110 Shrubs: H drangas, 5 gal, SEE FLOOR PLANS FOR E " ht, Highbush Blueberry, DRAWN BY: UT EXTERIOR LIGHTING AT ROOF Shrubs: Hollywood ueberry, E DECKS junipers 5 ft ht h Switch Grass, CHECKED BY: NS LIGHT rs: Bearberry, Vinca, FIXTURES E 8 ornamental grasses DATE: March 2, 2012 TYP I SCALE: E Y SHEET TITLE: E E I v EDX SETIOF PLANNING BOA ENLARGED Ex15tin Deck ng GLEARINS TOnative 1 SITE PLAN 9 salt marsh Decking D E D E E DTE LANDSCAPE vegetation E E - Drflveway AND LIGHTING to remain IIF RAMP UP G NEW FLOATING DOCK G G RAMP UP II P F Exflsting native salt PlantI 1 marsh vegetation to disturbed VIII 1, ; SHEET No: remain areas III POLE LIGHT EDGE OF vilth I G LIGHT I fL •� .,•,. ' FIXTURE EXISTING 1 American I I FIXTURES •;I :j 1_ , : PAVING SP5 Beach II < BOAT BASIN TMP i ' \ Plant disturbed areas with Grass Ii SEE SHEETS 5P2, 5P3, SP4 l 1 American Beach Gras (as (as perDEG requirements) FOR DETAILED INFORMATION ' DEG I � II ;''�rr is� SI LAN d►P equirement R � 0 EDGE OF WATER AT MEAN H16H WATER DATE: March 20, 2013 EXI5TIN6 BANK TO REMAIN - EXI5TIN6 VEGETATION TO EXISTIN6 BUILDING BEYOND REMAIN, NON INDIGENOUS MATERIAL (I.E.: BRIGK5) TO BE TOP OF PILING ELEV +10.0 — - - MOVED, ANT DIST ED A o ' EACH G 5 AND SP TINA LT R IFLO I G DOLPHIN PILIN 5 FACE OF NEW BULKHEAD _ _0 EL +10.0 5HEATHIN6 TOP O PI 16 NEW 12" DIA BULKHEAD PILES ELEV 10. EXISTING BANK TO REMAIN - EXI5TIN6 VEGETATION TO BUL HAD BEYO REMAIN, NON INDIGENOUS zi PROPO E LOW MATERIAL (I.E.: BRICKS) TO BE REMOVED, PLANT DISTURBED T�'-4 � Z _____ T___ AREAS WITH AMERICAN BEACH ----' - O Rf�6RA55 AND SPARTINA12" O ALTERNIFLORA, ® 12" OG \\\ Cl) Z ELEV +0.75 -L V L EVE O MEAN HI H WATER PROPOSED FLOATING DOCK OF MEAN HIGH WATER EXIST FLOATING0 ad LEVEL OF MEAN LEVEL OF MEAN LOW WATER DOCK \\\\\\ LOW WATER FX15T FLOATING DOCK EXIST SOA ASIN BOTTOM LES RMEAN 1 0.i Q Z L \� ------- Lu z z R,., ���FLOAT PROPOSED T-BASIt+-B&T�W - — — _ _ — NEW 5x8 WHALER /� I B \ \ ' Q nP05E u LOW WATER< LEVEL OF MEAN ✓ I N LuLuW o.. O Q NEW TIE-ROD WITH HELICAL '` ' p I BANK as FLOA71N BOAT BASIN SCREW AT EVERY PILE IX SLOPE DOCK �� / VARIES WALKWAY NEW q" BULKHEAD 5HEATHIN6 / \ \\ \\ \ \O O J EXIST BOTTOM Z 'J O T-T--c--r--�-7-Z� / \ / \ w a. Z O�- OAT� ASINN / / / / ✓ / \1O/ / SECTION THRU PROPOSED BANK SSRI /FILTH GL TH LAfi1DWAF2D I \\ U \\ \ W BscALE: 1/4.. _ 1. -0„ OF �yEW S� EATHt; \X/ x/ �/ x/ \\\\ \\\ TW t�R� OP/ \ D/ \ TTOh 1 / \ / \/C is � 7 \\ \ \ I \\ \ \ \\ \\ \\ \\ al z rn PROPOSED &RDIN6: PARKIN& SURFACE TO \�\\\ \\\\\\\\\\\\\\\\ a A SLOPE AWAY FROM BOAT BASIN TO DRAINAGE STRUCTURES IN PROPOSED DRIVEWAY PROPOSED POSTS AND GUARD RAIL \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ 2 w' " " `\ SECTION THRU LOW SILL BULKHEAD W. PROPOSED TIMBER CURBING = a �• EXI5TIN6 C SCALE: 112" - 1' w y -0" . BUILDING BEYOND EXI5TIN6 BANK TO REMC - EXISTIN6 VEGETATION TO REMAIN, � R1 I.E.: BRIG TO BE LPHIN IL N&S REMOVEPLANT I TVRBED A5 WITH ALM RICAN I STRIPPED TIRE STOPS TYP ELE 10.0 BEACH & 5 AND 50ARTINA AL NIFLORA, ® 12 OG TOP OF PIL16 EL + 0.0 Q I �E pF NEW Yp y�P y�.srEF� R� G 2 c 9Z _ _____________________________________________________ BUL EAD BEY N dII ------------------------- ----- � hiOP05ED L W I 6.0 _ -----------------i8.0 P 3 01 953.1 O~ LL 2% PITCH MIN TO BRED P 51�L BULK E 0a u DRAINAGE STRUCTURES P POSED l a.Oj 4 D IMAGE RODE O: 5 GTURES Z 1110 I - w I tL LEVEL OF MEAN HIGH R ELEV +0.75 LEVEL OF DRAWN BY: UT Q MEAN HIGH WATER (K CHECKED BY: NS 41( N LEVEL OF MEAN - APPROVED BY DATE: LOW WA LEVEL OF MEAN LOW WATER TER PLANNING BOARD March 2, 2012 EXIST FLOATIINTOWN OF SOUTHOLD 6 I SCALE: AS SHOWN EXIST BO T BASIN BOTTOM DOCK q SEE DETAIL DATE / /�p�3 SHEET TITLE: IIG " LOW SILL _ — — — — FLOATING DOC �I j $y,T MARINA — — — — — — — — PROPOSED BOAT 5dk IN BOTTOM I I BUL KHE,4D BASIN ' I SECTIONS BOAT BASIN LOATIN 24 BANK PARKIN& SPACE DRIVEWAY DOCK SHEET NO: WALKWAY A SECTION THRU PROPOSED BANK SPG . SITE PLAN APPROVAL REVISIONS: + N_ Luminaire Schedule Calculation Summary Label Calci a Units Avg Max Min Avg/Min Symbol QtyLabel Arrangement Total Lamp Lumens LLF Description Yp g glMin Max/Min ® 2 A SINGLE 3200 0.700 7972MH CalcPts Illuminance Fc 1.20 3 0 N.A. N.A. a Q 4 B SINGLE 320 1.000 1124 NorthwestTerrace_Top Illuminance Fc 0.66 2.4 0.1 6.60 24.00 7 C SINGLE 850 0.800 6320 Sign Lighting_Top_1 Illuminance Fc 4.37 4.9 3.4 1.29 1.44 3 D SINGLE 2400 0.800 7460 Terrace_1_Top Illuminance Fc 1.74 13.5 0.0 N.A. N.A. 23 F SINGLE N.A. 0.800 LS371LED-2W4.1 Terrace_2_Top Illuminance Fc 3.33 5.2 1.5 2.22 3.47 0 4 H SINGLE 1800 0.700 2295P Terrace_3_Top_1 Illuminance Fc 3.92 5.8 1.5 2.61 3.87 0 6 1 SINGLE N.A. 1.000 7762LED Terrace_4_Top Illuminance Fc 0.40 2.8 0.0 N.A. N.A. Z Y 1 J SINGLE N.A. 1.000 7762LED -Terrace-Top Illuminance Fc 0.81 9.4 0.0 N.A. N.A. O ° W Z � Z O 06 oZ a Z z a W N W 4. .53.93.33.fi4. ®.5 ] 3.4 4.2 4.] 4.9 4.] 4.2 0.1 . 1 0 .1 .2 ! 4 0 4.3 .23. ] 4 4.04.63.] 33 4. 23.B 4.9 '4.0 3.l I O r {0.1 0 . 1 o . o . o. 1 .3 1. J J / ^ 2.] 3.13.84.6 .14.53.]3.0 X2.3 I ( O o. 0 . 1 .2 ' . 40. i . 2. W IL 0.1 0. o. 0Lu . 6 T . . 8 Z W .1 0 2 0.4 � .8 1.4 � . 6 W . 4 2 D `' r.B .13.93.7 3. 3,6 3.4 4.9 4.3 3. 3.2 4. 2 4.2 3. 3.8 4. 4.2 3. 3.5 4.3 4.1 3. 4.]3.54.54.23. '^ A C �2.'02.E 3.53.03. T �.\52.12.]3.� B III III o. 1 0 . o. 0 .7 1. III LII 0 1 . 1 0. 3 b. b.o 'o . 1 ' .10.10 C C p .8 3.1 3.1 2. 3. 1. . 6 0. 0. X0.0 0.1 0.1 0.1 0.1 D. 0.2 2. 6 � . 2 .01. 91.71. + .]/0.50.20. 0.0 0 . 0 0 . 0 .1 .2 0 0.5 . 1 0. 0 �0 1 0. 0 3 0 .7 1.3 C `` 1.9 .1 0. 9 0.80 0.5 .3 0.20. 1 1.0 � 0.5 0.9 0 0.2 0.2 1 .1 +0 . 3 o.o o.1 0 2 } .9 1 . . 6 .6 0 .5 0 0.3 0.2 0.2 0. .1 0.1 0. E E 6.o 0.1 0 . 0.4 o z . 1 0.2 10.2 10.2 '0.1 b.1 0. ' .l 16.1 0.1 0. o +0 .0 'o . 1 a . 1 a 2 o.e W 10. ' .1 ' .1.10.1 b.l b.1'o.1 `o. 0 . 1 o. o 0. 0 +0 . 0.. 1�.3 M 0.0 X0 .0 0.0 + . + .1 0 .1 .1 F Ory 3:6 9FI' 0. W �� 0. .2 PROJECT : 0 2 1 {0.1 0. 0. o. o. 0.5 2 .1 � � DRAWN BY: C b.0 b.ob.o o.l�o.l .l b. MIP QT_ F 2 0.5 0.2 0.1 0.2 0.5 7 3.4 1 4.9 3.0 1.8 2.3 9. 5. 4.6 2. 1. 0. 0.3 .2 1 0.0 .0 0. CHECKED BY: RE+ DATE: 4/23113 SCALE: III I III APPROVED BY SHEET TITLE: fall PLANNING BOARD I III TOWN OF SOUTHOLD LIGHTING SITE PLAN DATEt��/��� / aD13 SHEET NO: PARTIAL SITE PLAN - PHOTOMETRIC SCALE: 1/8" = 1'-0" B E GA SITE PLAN APPROVAL I =I , d a Z Y MAIN ROAD o aG�E � a W (STATE O zZ Luminein Schedule O SymbolI OtyLabel Awg.meM Total lamp Lumens LLF Descdp6on 1 1 G BINGLE I 5600 O.1fi0 7864MH 1SINGLE NA 1.000 T/fi2Lm Z '-� 27 G1 SINGLE 3700 O.ibO iB94MH Q Z Z CMalellon Summery W Label caleType un-b An Max Mln Av01Mln MuuMin /� caloph Illuminenw Fc 1.30 35 0.2 fi.B6 17.60 V/ W Gmmd Plane-Planar Illuminenw Fc OA0 fi.6 D.0 NA. 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A b. 4 f t b. b , b, b.. b.o b.o b.0 b.o b t t G7 �. b.c .c 4�6 1. .4 b. b,t b.o b.o b.o b.o b.o b t .2 i 4 b. b. 3.2 I. .s b. b.t b.0 b.o b.o b.o b.o b. b 2 s o .2 b.n 00 ,s s b.z b,t b.o b.o b.o b,0 b.o b. b.2 .1 3 U b. 3.e f. A b.2 b.t b.o b.o b.o b.o b.o b. b. .o b.c �o s b.x b.t b.o b.0 b,o b.0 b.o b.o b. .3 1,3 4 b. 3.e f. .s b. b,t b.o b.o b.o b.o b.o b.0 b b.0 .0 Io b, t.3 b.0 b.o b.o b,c h,o t,0 3 b3 .t b.n b t b 4 4 .z b. b t b.e b,0 b.o b.o b.o b.o b.o .t .e .e b.o 4. .t b. .t b.e b.o b.o b,0 b.o b.o b.o b t b.o C3, b.. b.g 34 s f. b. .t b.o b.o b.o b.o b.o b.o b.o b. z b. b.o b i i4. 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TIE ATTENTION OF THE ENGINEER PRIOR 2 EXISTING COMMONS SHOWN ON THE PLANS FROM SURVEY DATED MARCH 25,2811 BY HAMS ON SURVEYING.ELEVATIONS A EJ POOTOMEEPLEACl/IG / ��p� '7+ Ij \ \ ' ,A H,1 TOCONSTRUCTgN SHOWN HEREON ARE REFERENCED TO NXVD08 DATUM AM ARE THE RESULT OF ACTUAL FIELD MEASUREMENT. I? . FOOXF NEPLEACHm O 791 " %' PLfVY (TORE WATER TIGHT AND SSECRPR00FT 1 PYP OF 3) EXf9X47TDEEI�p,u _ / r F l \ \ •" 2. 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F006TIlRBED TARGA fATALLE00N7T ' \ ear -®•1e _ - _ ----- - A WIQI•. , ; CONCRETE M HS EC PRECAST REINFORCED �5� w VANU7 R'" ' "--"— n• __ _- _. -. _ - � � � y0V% OEE►IFAGMOt•OOL OMS ti/ h,� 8'TTUFFIC BEMIM SLAB CONDRETEMH SECTIONS ��� OFALLFOOTN6 APE TO BE NSTAl1IDA THE CONTRACTOR SUBSURFACE u. fC ,_--- VALVE - .'�}d LTTN,NO71NpS fE1DWT0 Ni Rfyf4lLED7o \ 24 TO MEETA0.5HTOJQo MIMMUMOF 3'BELOW GRADE UNLESS 5. AMNNAISEPARATDNOFTEN(10)FEET HORIZONTAL AND EIGHTEEN(iB)N:HES VERTgLL 510 BE MAINTAINED BETWEEN REVISIONS WALLll SMS INDICATED OTHERWISE WATERLINES,STORM DRAINAGE AN"SANITARY LINES OR STRUCTURES. 'N Y p1u7A- ,wr HXbMYATEJO ACCERANE BE f14ORET R 1Z3.ORE HEIGHTS SECTION BE RAMNEDN 4 SOIL SIDE OF WALLS AM FOOTINGS ARE TO B. TIE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE CDWAEWMD WORK, wn Trw i ( ,� PRMOSEDif NGALSFPIICTAN( 'z wu °' r ' 1 (m1EYlRD�IFwOEl00AllErI t STEPS TO COPOLYMER 1,2,3,dTS MENTOS A5 REQUIRED 3.170X P EFF.OEF01 , BE CMTEDWITHBIRAWILX.6 FOUDITION a T� 'I POLYPROPYLENE a I O.C. I? WATERPROOF CMTINO. Real '•+ ••••'11F1A6, STEEL BAP574,20.C. 3. L0IDINGTO COMORM TAASMO H2O L01DNG z NOSREDAR®iPOC. 7. ALL UNSUITABLE MITERIALAM DEBRIS SHALL BE OLPPOSEDOF NACCORDANICE WOHTOWN,COFRYSTERIAMFESITE UN9, INV Nf.N �` k ,l 720.0 , INOUTSN NOW 7f3NIQLE/,;LOCATION k'I (TYP.) 4. ALL OONCPETE S TO MEET 40MI 00 DAY SET 5. WALLS TO BE POURED NONE CONRIMIOlS CODESAMOPDNANFS.CONIMCRORSHIALL BE RESPOSBLE FOR DSPOSRDOFULLIMSURABlE MATERIALS OFFSTIE. l9, �{� 5-NO.SREBAR PON WITH NO CONTROL DARTS. DEBRIS SHALL NOT BE BURED ONSITE. _ -A ^B" PROIIMEa7r HNIN RETANSR Ly1LLL TO BE LOCATED BELOW OMM EX IFACNM---- TEASE IMFAID o - 5 ALL OUTLETS ARE 70 BE SET ATFIE SME SEPIICTAN(70EREWW®N o _ tl _ nuu WRN!THE PMGFOSEDIMING10. �IFAPMRETAINWDINMLOETAXA '\ ALL OUELEVATTLETSARE TNM BELOWAT IE SA _' 8 ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AM SHAWAGE, ACCORDANCE MM THE$ONDE STAMN6 _ - " 1a ,. \ \ TRANSPORT,AM TO ALLOW THE STRUCTURE TO WITHSTAND MSHTO H28 LOADING AT THE COVER CONDITIONS SHOWN ON THE fY 7MFYC FIERY/,,1' JONTSEARALLJOETBUTYL FROFOSED 37N GAL GRFASETRAP taw W ' • FACNDOOw4lt \ RUBBER FOR MLJOINTS I 3S' _I RAM. +�°%V°F'°�"' ::: Btu ` "" �� PAIMMIleastIUEGW: ' LYY�\ RETAINING WALL DETAIL AT SEPTIC SYSTEM B. ALL PPEGSTS RUC7URESSILL BEMAMFACTUPEOW HD08P51/2BRIYSTRENGHCOMRETE NNN111 am 4�FIE ( 08EGFA O/"B° Ifff a1ORE7 \\ W. SANITARY PPE TO BE a SDR-35 PVC OR AS SPECIFIED ONIPLANS. olLs NOT TO SCALE INMRfJN 2 f$F.LEdp BLUESTONEI 1 FFDPER f,SM4Lf7�7 \ ta.s - ,, 11. OIRfD CONSTRUCTION,EROSgNANOSEDIMEMCONTROL MEASURES TO BE URXREOAS NECESSARY TO PREVENT THE E%RiNG N2 T'RO Nw "QRNEWAY) ' \ CREEKPYlcu®'��L-�'--- IB'ID. TRANSPORT OFSEDAENT TOOFFSITE AREAS,PONDS,DRAINAGE INLETS,ETC THEM1ETNOGS AND MATERIALS EMPLOYED INTHE CIEE%FAR1tElONN2 i LOCATEDINCELW4 c " Mr ( \ \ P,AGIHOBRFOR INSTALLATIONAM MAINTENANCE OF EROSION CONTROL MEASURESSHALLCONFOUATO RHE NEW YORK OJIDELFES FOR i R _ k) I e `\ ` ;�N101N MM 1 5' EROSIONAMSEDIMEMCONTROL'. PFMMED49MANOLE - � ;I I , / ADW � . TEST HOLE DATA#1 RN 12] BP /� / B" I 12. ALL BACKFlLLSHILL fE SELECT GRANULAR MATERIAL COMPACTED THOS5%M1%W7MDENSIIYAT 7FEOPrIMLMM015TlAiE r MAIN 12 W // _ _ ( 1- - `i~ '\ 1 CONTENT,ASDETERNNEOMSTANDARDPROCTORTEST, WourfAI n Ls — ` D,Ayti/ DB� '1\ '\ / EL=7.9s (Lo 13 ALL ADJACENT PROPERTIES WITHIN I5DOFTHE SITEARE SERVICED BY PUBLIC WATER PRO✓IDENONSHUNCNG MIXED GUY, � FMraf® , `, ;4^ ; LEGEND L90STNG PROPOSED REMOVED 14. ATEST HOLE EXCAVATION INSPECTION TOBEPERFORMED BYTHE SCDHS FOR THEWICK HOLE. / 2-1D su „ 1 CONCRETENJERTFORINEDTOAT MPSTDSTSEAIANT GRAVEL AND LOAM h W KOY00� I 1 ~1 1 t /J LEAST HEED RR ERSOPTE (�) C11R81WALL • 2-105JPS1 ®fiW.11TJT RP2 ® 1 I, ;,` 1 I `/ I €� J DMAEIEROFTHEPIPE 2.0 15 WICK HOLES ARE PRO'OSEDTOSE INSTALLED USING PRECASTCONCRETE CUTTING RIMS.THEINSTALLAMNOFADDITONAL 1 1 II j 111 I, 1 1 DB~1 `4 Ifl BROWN CLAY(CH) .-� SHORING AROUND THE EXCAVATION SNIOTANTCIPATED CMTRACTORTOCONTACTEMINEERIFANYADDFTUKSHORINGS / DW / ` , / �1 REOAREDONSTTEOXONOCO4STRUCTION THE ENGINEER TO BE PRESENT DURING THE EXCAVATION OF THE WICK HOLES I I u ® ® 2-t391 1 \. 7 .� 1 /� -1-A Jj B" I 1@iA' •• 6.4'(WATER TABLE DRYWELL O I 'r---/ + 11 CAST NPIACEFLEXIBIERLBER 16 THE SEWAGE DISPOSALSYSTEMONTHE PROPERTY DOE NOT COMPLY WITH SCDHS STANDARDS AND EXCESSIVE COSTS MAYBE 0 2-109)" '® 1 C 7 1 'I 1 / F 3 � 't, ELEV. L5) / i ® I a , J 1 ( ORFLSLEEVEIBLERUWITH ANFSSSTEELSIRAPS (-� .�\ INCURRED YSTEE IN THE WASAPP TURE FOVEDET REPAIRS ESCDFIISBOAR OF IE TO NOT FWVNGROOMWR5016 NDER SCNSONDHS TFESEWAGE0009. SAL 1 �'- � t� I I I - • � 1 i ` Ir i I ' 1 I SI \ ORRD(MJLE RUBBERB00T SEPTIC TAW \�- `-/ O O � SYSTEM WAS APPROJEDBY THE SCOF$BOARDO REV�W DATED FEBRUARY 1,A131XDER SCOS REFM.C7012-0009. ti d I .I 1 1 11 , 1 I ' I ` I ''t MONOLITHIC BASESLAB ( I I 1® 2-,B9S_ 1 ': \r 1 i 1 I ., /-. z I IBI I� 1 12-739H� •® • c-I-� ' 1 e % DW I jEONMEHIG�;r TYPICAL DISTRIBUTION MANHOLE L�wGPOOL O SANITARY FLOW CALCULATIONS: : `' I3.y\1 D / ��F.-Ami"B" WATER BROWNCUYNCH) SAMITARYSEWER 5 ALLOWABLE SEWAGE FLOW TOTAL SITE: x I I - •® 1, 1 , I, 1 t ; NMEEx3LeaeYadne — — — — _ W III I 2 1 I II ( 1 7 1 Ii PsECTMt N.T.S. STORM SEYYEft ____\_/__ __ .._.. _ \ 'ow �L DW` GROINJWATERMANIAGEMENT ZONE IV SERVICED BY TALC TATER ITA 11 ( I �M �nMl POPUUATDN DENSITY EQUIVALENT 7.B5AC,KBOOGPDNC =9BIG.PD. iiM 4 •O , 1 1pyQL 7f k17111N TIE ACllb SUFFOLK COUNTY TYPE F CONTOUR _---12.... E%5 SEWAGE DENSITY FLOW(PREVIUS 9CDH5APPROVAL REF.NO.SIB� 1 1 DW `'/ B FNSkEO CAPPEDOR RUGC�O \ '4NIMX7 f GRADE ADJUSTABLE CASTING TO GRADE INDOORLESTAIMTANTSEATYIG. 10GPDAEATX ID SEATS =1,800GPo \\\ I ^) 2-? .1 -® ©, 273111 \ \� ' AM \J%' �/ 11 A \ dNour-Iw 79 PRGPERLY LME � _ MARINA 186T+D5LIPXTOT50 AL S LO CFD TTTjMM44 WATER IN BROWN TOTAL SEWAGE FLOW: =2,300 GPD \ �, 111 1. •® 11 ( \i 1 1 . " 1 \ FINE TO COARSE 3 0 4 l _ ....,I WC(HOLE WITH LEACHING POOL \ 1 112-1091 I "i I, '� MA n1 r 11 Q I ADJLSTTOGMDEWRHNJ.SINLE SAND(SP) EXISTING MCHENIGRAY ROW' \ nr .I I -_� ® ® �- 1 C ' \\ ` 1 \ `'v f - r,>l;' "z ' RED BRICK IMN.OFTWG COURSES B MAIL OF 157 76 INDOOR RESTAUMNTSEATNG 20 CH'DSEATX IAOSEAI5 -3,60OGPD e'0 PERFORATED PIPE •® 2-,3991i� \ r k. TEST HOLE BY MCDONALD TOTAL EXSTINGSEWAGE ROW -5.600GPD \ `'t o �' :' i:: .�J;xa: �f PuvEROFSTarE '.G7 \ d GEOSCENCE DATED MARCH 15,2012 /` GROUNDWATER ENCOUNTERED AT PROPSEDSEWAGEDENAIIYFLOW DB ~ s DW`- 1 ® p MAINTAIN MIN 4'SEPAMTION IMOORRESTAUANTSEATNG' 1OGPOSEATX 148 SEATS 1=7,480GPO ' \ -^ \ G087TNAfTEIt WINDED z 6.4'BELOW GRADE. 1 B 1 BETWEEN BRICKWORK AMSTRUDRAE IMDORBARSEATING 1OGPMEATX34SEATS - 340GPD 1 • J I / © 1 V 1 , \ ' 1 \ Ir11G.RA) In �/ 1 ' , 11 1 O \ rDrP MARINA 10GPD5LPx OT`LSAL SEAT R� =2,300 GPD' -- - I 1051" 2-1199Ps 1 y I etEAx01rt -.FP..N_fs AS DREEOUIRED)PTH4'('w.CUSS 758 PIE7 I� I� I. I -� •® C- 11 i 1', ` / F es/ I I ( EXISTING KIWHENLGMY ROW' y I F,� . 1 WITHP PLAIN TEST HOLE DATA#2 RDOOR RESTAURANT SEATING: M GPDSEATXNBSEATS =2,@O GPD �I II 2-10 sPs •® © . 2.,3EISUP 11 f �,1�1 P DB 7 i1 AM MECHANICAL NG _ i . I I .(DINT FIITINO(D.IP.) EL=10.0 DOCK MASTER SHOWERS 5GPDGUPX50SUPSS '25OGPD B'B TOTAL KRCFENGRAYFLOW. 3,340 GPD PROPOSED WICK HOLE MIXED SAND,LOAM = i I " r '® 11 l `,, , 1 'I I DEBRIS(SC) TOTALEXSTNGSEWAGEFLOW 5,640 GPD STORAGE VOLUME / 7 I 1 i 4X4'X4•WYE Bi,1NRl TOTAL EXISTING SEWAGE FLOW=5,W GPD !' I WITH MECHANICAL JOINT / I - © 2-,899>'P5� 1 I �' Da 1 /% I FITTINGS(D.IP.) GREY CLAYEY 5'0 z-+UBS-�] O [T 11 j1-:,j it 4 \` ,, � , I SAND(SC) PROPOSED SEWAGE DISPOSAL SYSTEM DEPTTWOFLEAC NGGMLEYTORAGE EL 85 7.5'(WATER TABLE PROPOSED DESIGNCAPACITY SEPTCTAN K HIGHEST EXPECTEDODUDWATER EL 25 _ • i IIeOR / 7 I ILS �-, 111 Ili, , DWI\^/ 11VOLUAME OF WICK FLOW ELEV.2.5) U5E3-770xBEFF DEPTHST= 13,580G4. CALL (190-O=5X314 /4 BO B FLOW PMN DIA 4'MN OIA WATER GREY GALICF gyp YxwB �, P' bi STORAGE=11,288 1 ! PROPOSED FLAW RATE fi,eb GPD 0E51C-N20,AY _ ,y UFT%718 I-. ___ ---------____--,--. -__---_._ CUYEY SAND(SC) ' { (� 1100-OBTp X3t42/A f8 CF FLOOD ZONE A '(EL71 wv- ' (A 2-,eh�+"� 1 I, , ! 14' GREASE FLAP -SDN' =ta -'�(� , i 11 11 1{1 'I ; ',, 1 ', STORAGGX 9OIP%st t.I GAUFT=8,133 GAL KITCHEN FLOW=3,310GPo `I, 1 1 TYPICAL SANITARY HOUSE CONNECTION WE,.,2TA X9 EFF.DEPTHGT=3,709 G0.. ._.,___ 6,133GALLONLS>5 U• _ 1 ;, , LFACIIIIMPo5GPOSO.R.5,60GPD/15GPDr5G FT.=3,7WSF 2-t0 © ; /�\ CLEAN-OUT DETAIL a °�" _' / e ® i ` 'DWI / I BROWN CLAY IMX31423t.42SO FTJPOOL i I ``` B" It I NOT TO SCALE ( ) - i t-t0• ® 0 r• f 1 v 1 \ i i z-49PS j\,\ (; I \ II APPROVED BY RO EX1I-00X43NG DEEPL - LIN- USEIX17-BPO%13T DEEP LPS=4B7VF %25.73=1,ZDSF 3118113 SCDHS COMMENTS ` !- - _- - - - PUMP STATION BUOYANCY CALCULATIONS: WATERIN PAIS PLANNING BOARD ADDITIONAL LEACHING GALLEYS REQUIRED 2718/13 SCDHS COMMENTS a� --- 89X479X4LEACHINODAFT/LLEY IOSS.05FALLEY= - 17N1112 NEW TESTHOLE DATA BROWN FINE 3,78050.Ff-1,209.2,551 SQFTI108SF/GALLEY=2{.i GALLEYS ' , _ _ _ __` ,A-;•; ', I %, TOWN OF $OtJ'fHOLD _ USE NEW 25.69x479%4'LFACHIMGALLEY S=25 GALLEY$>211 GALLEYS 10115112 SCDHS COMMENTS HIGHEST EXPECTED GROUNDWATER ELEV. =2.50 SAND(SP) Oil 4112 DOTISCDHS COMMENTS BOTTOM OF SEPTIC TANK ELEV. =0.85 DATE DESIGN FOT50% EXPANSION REVISIONS eiw TEST HOLE BY MCDONALD /aa/a0��i 3,780 S.F. X .W=1,BBOBF.1708.0 SF/GALLEY=177Cy1LLEYS TOTAL BUOYANT FORCE: GEOSCIENCE DATED OCTOBER 16,2012 " E USE Is-BBX475X4'LEACHING GALLEY S=18 GALLEYS 1177 GB1EYS ' D/4X3233'X 2.5-0.65)X62.4PCF=-947#x1.5=1,421# _ �/� ( GROUNDWATER ENCOUNIEREDAT7.0 A I DUE TO POOLS NOT SHOWNTAINTS FESIIE PUN SINCE TFEYCANDTFR i I /L- -- BELOW GRADE. Cf RESIST FORCE: DUE To TFESDE coNsrRAIMs .yQy CONCRETE REQUIRED: #1150 PCF=9.5 CF FLOOR 1 y-- --- AND ARE CK MISTER CO _ PROVIDE 9.5 CF OF CONCRETE=,50 PCF X 9.5 CF=1,425M�1,42,# AM BMT SUPS IMARRLI OLYAMARE NOT OPEN TO THE PUBLIC. _ `I` Pb.m Repmeby Condon ErginerinS,P.C. Ithevnh3onMtw a york '* SITE DATA HeafthD aTtReRtA Approval Stam Shh Edlmlan kenmede 145,Sem!ErQi 0,,Akhi Lind r,n .IW ep pp p he dndbnd•Ikenen Poe>bae EOMer,A Ahd,a,A0,% ,a 3 4 argIkm Mpm/w/.IfanIWbmrnptlw rwlafm Emmnea,Atdnled,alaM 'ryJ'n oBlo72 �b`^ $CTM# 10005fi-07-02 SwN mvIbred,Be tlMIp Enow.Amhibd,orlAMSUIwl ,Mlaftbft PROPERTY: 64300 Routs 25 mwhMwesM•Idfbmb8on'A1wedWfc%mdb/hMwegnekw•MNe OFESSI011tlt" =/ WICK HOLE TIE DISTANCES: ADDRESS Greanpork NY 119AA S.C.T.M.DIST, Roar SEC.5681X.07 LOT 02 tlMb oleuhtlb 47am,Inde qw Acapwotan o�Ia•Ken3m WICK Ti T2 OWNER: MILL CREEK PARTNERS,LLC w1 549 Bt.B SITE: 142,441SQ.FT.=3.27ACRES(1.65ACRES UPLAND) MILL CREEK INN AND MARINA ZONING: M4I Condon Engineering P.C. 84,300 MAIN ROAD (NYS 25) \\ / wz 53g 5e s0Rl3:ass"owN 175580beeRoad SOUTHOLD, NY �F 1A / OWNER/APPLICANT: Draw by.AC MalMudcNewYork11952 MILL CREEK PARTNERS,LLC. (831)298.1988(691)298-1988 fox SITE PLAN CUTGHX326 DM:612f20,2 - curcHocuE,Nr1193s W""I"•a°Rd°BBR91nmDIT8•°Bm SANITARY PLAN SCALE: 1'=40-0' I 0 I'. FF.13.68 HEAVY DUTY AND LOCKING CAST RONCOVER TOGRADE HEAVY DUTY AND LOCKING TRAFFIC BEARING STAB CAST IRON COVER TO GRACE GRADE EL.123 TRAFFIC BEARING SUB GRADE EL.123 W LINE FROM GREASE TMP � 24' _ PITCH ip INCH PER FOOT 2T 6-PVC WASTE LIE r FLOW LME PITCHX INCH PER FOOT 6'PVC WASTE LME PITCH 114 INCH PER FOOT IFNEL 1055 INV EL.1035 TOSEPTICTAN( 12'MIN 1r INN ELM.B W 4. v IWEL 90 10MIN H MONOLITHIC WR �I 4. 8'ItMWI o N 1- I '•y J N c 12 DIAMETER HIGHEST EXPECTED GROUNDWATER 1I _EUEVATION(EL 25) PROPOSED PRECAST GREASE TRAP DETAIL HUVYDUTYANDLOCKING ! HEAWDUTYANDLOCKNG HEAVYDUIYANDLOCKNG HEAVY Dun AND LOOKING CAST IRON COVER TO GRADE 3'MIRCOUAROFCLE.AN HEAVY DUTY AND LOOKING CAST RON OWERTOGRADE CAST IRON COVER TO GRADE CAST RON COVER TO GRADE . GRADE EL 12.0 SANIAN)GRAVELAROUM CAST IRON COVER TO GRADE MORTAR FROST PROOFING MORTARFROST PiDOFING LEACHING POOLS MIXLTARFROST PROOFING MOLtTAR FROST PROOFING HEAVY DUTY AND LOCKING GRADE EL 110 24' TRAFFIC BEARING SUB TRAFFIC BEARING SUB TAAFFD BEARING SLAB CAST IRON COVER TO GRACE TRAFFIC GRADE EL 105 2.6 MAX 26VAX TRAFFIC BEARING SLAB 6-PVC WASTE LIFE 29 TRAFFIC BEARING SUB BEARINGSLABw GRADE EL IOD 2.5 MAX 24• MAX 25MAX MORTAR FROST PROOFING2B PRCHX MDH PER FOOT �' 2r 2r 28 MAX 24' 29 MAX GARDE EL.8.7 24' GRADE 85 RACE EL 8.7 20 2r 20' 2r 2r INV EL 6fi IM/EL 81 E5' rnawvAnox 8.r raaa.wTial 69 rwvarATW 65' rmuV.wTaHre 65' rmfwuAnoarwe 65' 2' ruaiw.rATloxwa 65' rN64rATXA1RE 65' INV EL 6H 4' 7-0'MIN § 7-0'MN r< T-0'MN 2-0'MIN 7-0'MIN 30(9 MIN) BOT EL 45 BOT.EL..4.5 BOT.EL.IS OCT.EL.45 BOT.EL.45 BOT.EL.IS BOT EL.AS BOT.EL - 100%9DEEP 4' 4' LEACH .r .,.y " .. - �,. POOL HIGHEST EXPECTEDGROUNDWATER ATEACH WICK ELLYATDN(EL.25) • . •/ ,. ./ " . / / ,/ , •/. • I,_� m \ Ono PERPOR111EDPW;PIPE WITH CLEANSANDANOGRAVEL VMINTOPIPE d ALL LEACHING POOLS SHALL BE PLACED IN ACCEPTABLE LEACHING y PERFOMTIONSFACNG001Nd BENEATH LEACHMNGPOdS 1'UYEROFGMVEL SOLS AS APPROVED BY THE SCOHS. CE.Pl TDNIS TORE ,•'.:. .•'": :�:: '.',:.1•i �.• !, LTH GALLEYSASS OWN ON HE PLAN CONTINUED A MINIMUM OF B-0'INTO SUITABLE MMTERLAL AND " BENEATHGALLEYSAS SHLMMI ON THE PIMI BACNFLLEDAS DETAILED. CIRTNG RINGS IMY BE REOIIIRED. PROPOSED LEACHING PROPOSED LEACHING PROPOSED LEACHING PROPOSED LEACHING PROPOSED LEACHING GALLEY DETAIL GALLEY DETAIL GALLEY DETAIL GALLEY DETAIL GALLEY DETAIL `-%M'- CLEANSAN)AFD•`.,.� ^r;'.;•C APPROXIMATE SANITARY SEPTIC SYSTEM PROFILE (LEACHING GALLEYS) GPAV L YP.DF2) :,;• LT':;;i, A��PTAAa" 120PRECASTOONCRErE •";' NOTTOSCALE CUTTINGRINGs '�:' :•'.::',=:, ; LEACHING sons (W BELOW EXISTING G IFBULLDIAAMY RINGSIXt DbME ... . .. ':"::".''I;?.:j:'.:r;t:,,(S.:.I.'.'..:�,:•. RADE) ACCEPTPB'LE LEACHING SOILS MORTAR MOST PROOFING ASI•ECESSARYTOBRING CAST ONCANALTOGRI PROPOSEDSTRUCIUiE TO ATINITHOLEDICAVATLHN TEs FAN EACH WIIXIDLE TRAFFIC BEARING SUB NiMECfDN70 NE IESTd11EDSY CAST IRONCDVERTO GRADE GRADE I FF 1368 2.9 MAX 29 MMX VEYLIYOCROGIOVER PPE IG-DEEL123 GRADE EL 123 FEAW DUfYAND LOCKING CAST RONCOVERTO GMOE TRAFFIC BEARING SLAB HEAVY OUIY AND LOCKING I, ' 70 MINGRADE EL 120 �5 MIXLTARFROST PROOFTG CAST RONCOVERTO GRADE n4' 4 �4�4- 2.5 MMX RM117. RN 1173 RN711. RM111. OWLME ___ _� kK71pT31�T 6-PVC WASTE LINE 2Y 21' 224. 2V TRAFFIC BENUNG SUB INV EL 85 INN EL 83524'MAX b PITCNXlDHPERFDOT COLLAR z ^ IWEL 885 4'SANITARY WASTE PIPE PITCH I/4MICH MR 1. WMN r 2• r a' FOOT FROM BUILDING,AM SANITARY MANi01.E 6-SANITARY WASTE PIPE PITCH INH INCH PER mINV ELBE nFOOT FROM GREASE TRAP NEW 6'0 P/C PPE INVEL66(3)8'0 CROSSOVER J II IFN EL 85 TOWKY(F %E NEW 4r0 PRECAST SINTARY BOT.EL.4.5 BOT EL.45 A' PRES®20'OC, r BOT.EL 45 BOT EL 45 I MANHOLE(SEE DETAIL,AI�1�'ET,1 ::.�::::::::.:r::::::.�:::.r::er:::::..:rr:: .............................................. Y`� ....: ....::: ::•iii3i •::::�i::vn:::::'.:::::::::::. :�ii:ii!i9i)i::5ii:: ':::'::2• ""'.•..:' i:4:ld3i fr::TvCi:i ii::::F:::::::N'N:: .. I N :ii"ri:Pi:?ii:G:i;;;Gvm:.r:.rr:::::. rr::r::::::.r::::::::.r:a:.r:::::::::er::. c:::::::e:r:.::::::::ar::ere............ .r::•::^::::::;:^:::::ererererrr:.rer: HIGHEST ........... ................ ...................... .....................: .::.::iii}i::.y;:;"`i:iii:i'i!:iii::.iiiiC ........................................ — — ED( —17IXAh£TF.R 170MGElER E%PECTEEOEL.25) . . ... . WifIHBX6 W20XW20 — NEW 6'CONCRETESUB WWMOVERAOOMPACTEDSIEGRADE EX POOISTOBECLFMEDANDBACKFIIf FD pMg.L NEW IVOCROSSOVERPIPE TOALLON FOOTS TODRAN WRHCLEAN SAND AFDGMVELTOPROVDE TO WIC(HOLES(NOT REQUIRED IF IX CROSSOVER 7MN TOGROlNOWATER(nP OF 11) PIPES ARE WITHINVOF BOTTOMOF POOL) PROPOSED QUADRUPLE PRECAST SEPTIC TANK DETAIL EXISTING LEACHING EXISTING LEACHING EXISTING LEACHING EXISTING LEACHING POOL DETAIL POOL DETAIL POOL DETAIL POOL DETAIL SANITARY SEPTIC SYSTEM PROFILE (EXISTING LEACHING POOLS) a NOTTOSCALE ,° a 13)M'O CROSSOVER FIPEBE20•DD. I APPROVED BY FEW rSANRARY WASTE PIPE PITCH IRINCH PER FOOT °o O PLANNING BOARD d 170X9DEF.PV 4,500 a GAL.BE ({}AN{( ° TOWN OF SOUTHOLD a 4 a •a d NEW rSANRARY WASTE PRE V SANITARY WASTE PIPE PITCH 1/4 DATE INCH PER FOOT FROM BUILDING, PITCH IR INCH PER TOOT TO a a AND SANITARY MANHOLE LEACHING POOL ° ° O 6'SANTARYWASTE PIPE PITCH LL AND LEACHING GN-EYS G ° a ° INCH PER FOOT FROM GREASE TRAP I 170XBDEEP-4,500, A ° GALSEPTICTAN( NEW 4rO PRECAST SANITARY MANHOLE a a d ISEE DETAIL SHEET 1) a' cRAOEEL,za °' do ° a HeaBhDeparbneldApprovalStamp a rI>ucHASTELIE O12Bx9Dly-4,56L� O '� 3118113SCDHSCOMMENTS PITCH iN 'WASTE FOOT GAL SE TAN( ! 7I7W73 SCDNS COMMENTS I FS[NSIEKTRE EBERESdH52fiECTORLMT IWEL.86 TO SEPTI:TAN( . (TO BE INSTALLED IN ACCORDANCE WITH THE IWEL.96 8 a 10115112EWTES SCDHS HOLE DATA MNLIFACRIRF88PFDIFlGUIONM) ° ° ° REVISIONS TS NEW4r3PPECAST SANTARY a DOCK MASTER BUILDING-FF EL 82 GRADE MANHOLE(SEE DETAIL SHEET I) d EL 60 4 �y NEW 4'SANITARY WASTE PIPE ? 11N'SANITARY FORCE MAN (PVC SCHk PPE) 1 SLOPE PPE EVGTILY UP INCLINE AT FRONT OF BUILDING NEW ERA WITH GKOIED PITCH iM INCH PER FOOT NOTE II co )O� 2 RLWPPETOTHEFATA FLATSLOPEFaULDIN3 UPSTATION SLAGRAOE PbrrealXePeaUbYContlon EnOrmft,P.0 Ilb;aabbknoIft New Yak TO THEFILONTOF TFE MAINBLIDRAG Sbb Edmaon Law Arir 145,Seckn72M,br Pwaonunbmec6npuMer IFN EL 45. PROPOSED TRIPLE PRECAST SEPTIC TANK PLAN the dation efe licensed PmrmolalE inw,A Ibq a Land fin m any Ban in arty wr/Ifen IW hearing M>sl M an Engineer,Artlnbcl;a Land Op F• INV EL 325. + fp rwwtll1l,�, rwyur,baU1T ipe 081912 INV EL Be —I' � — — — — — — — — — — H%TE—!!LVDM(EL11DWATER napbaUreU,tlroelMUngErMirca,amAhcLo(IAMSuuvpraMlalTotbMle ROFESSIONP �.' — ELEVATION(EL 25) _ _ _ _ _ _ — — — — — NOT TO Stn,hMWraMI and Lre nabkn-AIIxeEMY'WaimaUby hb7faspmbrcendtlW 6.0 PROIDES.C.T.M.DIST. 1000 SEC.56 BLT(.07 LOT 02 dMaafaurAMbfafom,an6a:pxdcdnoipkn oflhe Nbakn ANCHORPORVIUM sSC.F.DONCIEIE — Scab:N.T.S Condon Engineering, P.C. MILL GREEK INN AND MARINA SANITARY SEPTIC SYSTEM PROFILE sasoib MAIN ROAD (NYS 25) NOT TO SCALE 1755 Sigsbee Road SOUTHOLD NY Draw Ly,3�c MatRuCk, New York 11952 OF Date. 8114112012 (631)2W1986(631)2W1956 fax www'crorlbnwglrmMng.=n SANITARY PROFILES 2 u MASHAMOMUCK POND m 1 •• MILE MA 0704 h Im N tr IGTLYLITNG AVEM T Ex4m1D FaELBrt OLD MAIN ROA EILEDDEOPPAVEMW SOUTHOW IeAY PROJECT .LOCATION, . b xEw / ,. \ I �Y� "� " sw �` LOCATION MAP � � LDIWTMOFAVEMERTTONE "'�A' - MMACE;9DMIBR l:' \ M31DY®WmCIMIUM /" �mmLgm a �: 1 000BLEYELLOWSTRn ^�wE91BDUNDLAX MOM — PMDETAL71EFr* \ LEGEND E1Dsnr4c w• _ mpOfmlrwe�iww ,1 \ j� PROPOSED :- .. . .. - ... _ -.. :_.ueOj[:[.::: 'x MWrOFEDFElEMLIRLOW(ENIRY .. �.r—_ — " ARMORAOOW—WAFE&MIDETAIL) I \\ CURB ^ w o '' 1;, vaLEELewAuwnxLL1R � NYSCOTASPHALT SECTION EOGEOF- �, P®BigAR ENIRYYTII�JLL� --z , �{�kMYFYUM�IDdI�Yr�" ...'N@NiW�� \ � w11DTPE1YIfImMTNENY! I ., ',, \ ENTRY APRON ' ERMKW MlE M1RI(ER ; MENDETALREETfI205 \ E12.11EMIE�IDMW1 ( ''I 1 D1D4 a II 7oiER$pv® \ 1 PROPERTY LINE 1I 1434 _ • % ' 1 NEW{OIRIFDmffm \I TOPSOIL&SEED(NYS ROW) PONRU Funxm I �. — , 11 �% �\ SAW CUT 00MIACC9R i m� A3Z ` I '\ _ --_--- DUIRTERLACRY01WIIB4 n.,mm 1 I I 'I I RETAINING WALL PrMHPWACYFMM GENERAL NOTES wwraumcomcitumI STONEVENMWALL 4.4'E ( r,9eY n \ \ IN12S�SF °. "LN++1's I J 1 ----- 1 NB OF THE TOWN OF SOUTHO AND THE NYS DEPARTMENT OF TRANSPORTATION AS \ ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND Nov Fi00X s `1 1 '• \\\ 2. EXISTING CONDITIONS SHOWN ON THE PLANS AN SPECIFICATIONS LD FROM SURVEY DATED MARCH 25,2011 BY HANGS ON _ '• ' SURVEYING. ELEVATIONS SHOWN HEREON ARE REFERENCED TO NGVD 1929 DATUM AND ARE THE RESULT OF ACTUAL HELD MEASUREMENT. 3. PROPERTY IS PARTIALLY LOCATED IN FLOOD ZONE AE(EL 8),ZONE X AND ZONE VE-11 AS ® i 1 f;: ' DETERMINED FROM THE FLOOD INSURANCE RATE MAPS FIRM PANEL*36103 ISH EFFECTIVE II 2 7(ly e.FBr '® ® 2\M 11 ,i °�mF�wn i, 11�(� /� (FIRM) DATE SEPTEMBER 25,2009 1i II I •� I If I-- u ® ® y 139 gpSll II 4. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE _ / 4 COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN 2 ® ®. C 7 111 11\ `, ' III J (/ `fi ,1 `• ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. 1.1 5. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE 2-1398 1 \ I, 1 I 1, '1 MAINTAINED BETWEEN WATER LINES, STORM(DRAINAGE ANDIOR SANITARY LINES OR STRUCTURES. \ s� �z I I'll �I II 12�139p19PS •® D�DAi�WR @ \ 9 x I 1 Dams ro W: 1 I F 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE \ $ II ! ® Ap10`r'° ygI I1 I .1 1 + - I I 1 ! I COMMENCING WORK. •® wDr PAwrm® 2-1 l-; ' tl I, i/, II \\ j: ,. I,I 7. ALLUNSUITABLE MATERIAL AND DEBRIS SHAL'Ip BE DISPOSED OF IN ACCORDANCE WITH TOWN, \ ^R I R' l -7 '� 1 11'I I I ;, COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE kI I ' \ 1 RESPONSIBLE FOR DISPOSING OF ALL UNSUIT BLE MATERALS OFF$ITE. DEBRIS SHALL NOT BE 249 0 LOW BURIED ONSITE. 1 \\ ,,i III II •® x-t tl1 �y" 11 TA 1 ` "''• B. ALL DRAINAGE PIPING MATERIALTO BEADSNIII2 SMOOTH INTERIORIGRRUGATED POLYETHYLENE \ II 2AUS 5 11 L+, 11 I II 6�q, \I - ='" PIPEAS MANUFACTURED BYADS ORAN APPROVED EQUAL. INTEROONNECTINGCATCHBASINPIPE \ I I _ ! ® II--�� 1 .� ', ` I 1 I \ CHAMBER HEADER PIPE SHALL BE MINIMUM 1Y DIAMETER OR ASN TED ON PLANS. ALL PIPING TO \ 'I. 1® HAVE MINIMUM 12"OF COVER \\ ;I � II I2-70it 1 1 i `�' I \ d 9. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES 70 BE UTILIZED AS /I I - -_` , I -r, \ 0 'I NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFFSITE AREAS,PONDS,DRAINAGE ® ® C U 1 ' I \ ; SPECIAL NOTE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF !q I �-108W ' ® 2-1365UL611 11 a, p \ EROSION CONTROL MEASURES SHALL CONFORM TO'TRE NEW YORK GUIDEUNES FOR EROSION AND ie I Y O 1 ,i ; \ \ ,-, REQUIREMENTS OF THIS NOTE APPLY TO ALL SECTION 402 HOT MIXASPHALT SEDIMENT CONTROL'. ',i S i� I I �I - •® 1 1 Z i\I (HMA)ITEMS IN THIS CONTRACT. _ 14 I 10. ALL PAVEMENT TO BE REMOVED SHALL BE SAINCUT. NI II 12-tOEL48 ® 08 2-,39SPo1,111 `'�1,', `i hl PG BINDER i I 0 _ \ 11. SOUNDINGS NOTED THUSLY X 6.0 ARE WATEIi DEPTHS AS REFERENCED TO LOW TIDE ELEVATION OF II �p�ps • 4t T II \1 1, pp,1AgY ''1 \\ USE A PG 7042 MEETING THE REQUIREMENTS OF AASHTO M320,STANDARD APRIL 26,2006 DERIVED FROM ACTUAL BOTTOM OF BASIN ELEVATIONS TAKEN AT 11:01)AM ON APRIL I I1 j --Tl •® 1 1 1 II \ SPECIFICATION FOR PERFORMANCE GRADED ASPHALT BINDER FOR THE 26,2006. I' _ I ( 1 I '; PRODUCTION OF HMA MIXTURES FOR THIS PRODUCT. LOW TIDE OF APRIL 26,2006:./-EL:-13 W-4:30 AM 11 I ill I --( © • I I i il, I _ - - HIGH TIDE OF APRIL 26,21106:4-EL 1.64r 10:40 AM - i ill 2-10843-�] x-� � ar w 11 - USE OF POLYPHIOSPHORIC ACID(PPA)TO MODIFY THE PG BINDER PROPERTIES IS(PROHIBITED FOR MIXTURES CONTAINING LIMESTONE, 12. SEE SITE PLANS BY SAMUELS 6 STEELMAN ARCHITECTS FOR ADDITIONAL INFORMATION. LIMESTONE AS AN AGGREGATE BLEND COMPONENT,LIMESTONE ASA - 'Wp0°� t-td81P 1 1 t1`I 1i ``1` 13 PLANNED FOR THIS NOD4237 I NY 25 TUCKER LANE TO END OF W25 THIN COURSE OVERLAY 1 -'-1 of BDAT YARD FLNND ZONE a !(EL73 � 11 \ R 1 �`'\ of boats and jI PAVEMENT(RAP)THAT HNCWDESEANY UMEST NO EOn11�s PRorWilelnAON ASPHALT r / ALL WORK WILL BE COORDINATED WITH OUR CAPITAL PROS e CTP AREA,PI �- ' �SiOTa4 ...-_-_-___-.--% USE OF PPA ASA CROSS LINKING AGENT FOR POLYMER 4 y� APPLIES TO'THE U + i �. 2-11! � 1 11 111 (I I 1 1 \ I trailers) TAX MAPA iOD0- BY 001 1 MODIFICATION 14. EXISTING CONCRETE PAVEMENT TO BE LEFT UNDISTURBED. 11 I{,I I II 1 I PROPERLY TM�5�1 X12 2 t0 \U• © _ 1 '1, II I ; I,----- II CRREEK P AGREEMENT FOR EDD SIGN 15. CONTRACTOR TO CLEAN EXISTING DRAINAGE BASINS ALONG AND IMMEDIATELY ADJACENT TO THE NY i e r [;— 1 ., ,, '`;t I AOD171aNAL INFORMATLIN) 25 SITE FRONTAGE AT THE COMPLETION OF CONSTRUCTION. i , ® i +1 �,„1`` I I I I THE MIXTURE DESIGN MUST BE DEVELOPED IN ACCORDANCE WITH THE i t • ® Q i CRITERIA SPECIFIED IN THE HMA ITEMS THATARE APPROPRIATE FORAN 16. REPAIR EXISTING SHOULDER SIDEWALK AND CURBING AS ORDERED BY STATE ENGINEER. 2-1968F'S \ , ., , I •ESTIMATEOTRAFFIC'LEVELOF29MIWONESALS. I` ' 17. IF ANY DAMAGE TO THE EXISTING CONCRETE PAVEMENT OCCURS,THE CONTRACTOR SHALL REPLACE i ® i / , AI Ai l' . I LW IF 10KYAIE PAVE 1ETNI - _ _ - - -.- --- -"--- THE EXISTING CONCRETE PAVEMENT TO THE LONGITUDINAL JOINT PER THE CURRENT NYSDOT -- -"- CALCIUM CHLORIDE PAVEMENT REPAIR DETAILS AT NO COST TO THE STATE SEE ATTACHED PLANS l i i 4T 12/10112 DOT COMMENTS -- al I 8 '• -------- APPROVED BY eIwl2DonscDHscoMMENrs ----- REVISIONS i PLANNING (BOARD ! 'I '' ' i % —T SITE DATA OWNER/APPLICANT: OF NES TOWN OF SOUTHOLD MILL CREEK PARTNERS,LLC. �� J GRAVES f' / SCTMB 10006607-02 h O� PICNSI(3Cx7066---; 'j / DATE ✓ r \�p�3 ADDRESS CRpartNPROPERTY: 64300 Rmb�11941 CUTCH GUE,NY 11935 * 2 f' !�, - , hl n'2y%D� SITE:OWN MILL CREEK 42,44 O.FTARTNEAC ES c2 �E\,��� CEJ► 'y(',��,. . F`D S ZONING: A411 `PFp p 0a4 S.C.T.M.DBT.1000 SEC.58 BLK.07 L0T02 MILL REEK INN AND MARINA j= ONS 6P Condon Engineering P.C. C 1 PMmemp,pn bYCondmEvdn8whO,P.C. IImmvI*1onmlmNmYork Sce1e' 1 f 64, MAIN ROAD NYS 25 VIE SMMEdumkon LAw,AHtle 145,SKND 200,MrmyPmmmu*W MOundw Rn d,eciDnm.hmmdRWmiomiEng a .Amh tl..l dSuemmW&W DrewnLyJJc 1765SObwRoad SOUTHOLD,,NY OF ��� 1 swmw malwe�0,m.:umnF E,wIDI'• .A to uWtor�s�„e *mIlarubto MediludL,New York 11952 'I, \\\ F�DDD lDNI V� ID` MmwmrM Wme..m.qp dewbew,mneewuum. Deb:NIWD12 (632981 gineeling.own� SITE PLAN 3 IMmhMA,me aw Dmnaww-AlYmdWwbwedby hMMmmgnekwemtllhe N I 1 r LEGEND EXISTING PROPOSED _ pfL61lW 3➢CN SEE CURB TRANSITION / / CURB a s DETAIL SHEET C,3 / ' ' ' / DRAINAGE CALCULATIONS: MANHOLE O 21 OO I N SAW CUT A RESTORE THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A GRASS `g ' TM CEA PA"'I � I E70gTMIG pAyEMENT END CURB / i 2'RAINFALL. STORAGE TO BE PROVIDED IN EXISTING 10'0 DRYWELLS /�\\ TC 6.3f / • N�9"j� ,wl PROVIDING 68.42 CFNF OF STORAGE. THE DESIGN IS BASED ON THE DRYWELL aS�PNBNi NSIIpR1 SBI BC 6.3t • . g'�"' oV� FOLLOWING RUNOFF COEFFICIENTS:ROOF AND ASPHALT PAVEMENT 1.0, \O Silk 101 j TC 6.7 �g CJ �191a ROOF 1.0 AND GRAVEL PARKING 050. N o _ O EXISTING SEPTIC SYSTEM TO B TC 653 AD BC 62 ��J SEPTIC TANKIGREASE TRAP 0) - ➢�2 X 4 DU INLET I EXPANDED(SEE SANITARY PLANS BC 6.03 O•nN���'(�25� DRAINAGE AREA'A': W SEE SHEET C3 FOR CURB AND ifeX.7' R Z5T0L STORAGE REQUIRED: I C� i61.7' MAIN TC BAD _ N 19 0 • ' WA03- PAVEMENT RESTORATION DETAILS IN PAVEMENT AREA: 3,710 SF X,.00 X 7112=61B CF LEACHING POOL BC 6A0 GRAVEL PARKING: 3,500 SFX 0.50 X71,2=282 CF / N.Y.S.R.O.W.BW 9.0 i ROOF AREA: 5,091 SFX 1.00X7112 = 849 CF L BEGIN CURB TC 6.1 TC 6 3 TW 70.9 ', TW 6� 91,759 CF ROOF DRAIN - - - �- Tc 7• STATE BC 7.6 BC 7.6 PROPOSED TRENCH DRAIN STORAGE REQUIRED: DRAINAGE PIPE p SEE CURB TRANSITION � ➢La- - ' ROPOSED 12'0 PIPE 1,759 CF 168.42 CFNF=25.7 VF REQUIRED Ca BC TAIL Twill �= n ^ '3m 12 Rd.7' TO DRYWELL SANITARY SEWER _ - _ - - - _ NAY N 4 . . - . . . EP4A' I --� ��n g/y ry1B;➢II __�n BW a 9.5 ' `, STORAGE PROVIDED: - CONTOUR DETAIL SHEET C3 m' ua FK MAa. • - - _ • , , _ - _ , . , _ . . . - - EXISTING iB0X4 DEEP DRYWELLS-32 VF _ Bw 6 Bw 9 _ ®ROI YNVE -- - \ 87.4' ' _ ____r _ - vB _ 92 - SPOT GRADE 9p' 10.0 . �a61 i 7 ` TC 8. JpW"A ', aBa PROPERTY LINE DRAINA n - --- -- STORAGGREQUI D: Tcec SINP n - EXISTING HYDRANT ------ u--I_ - LR 119 �- oSN'1 �� \ '`� PAVEMENT AREA: 3,171 SF X 1.00 X 7/12=529 CF TOPIBOTTOM CURB rsce�- ' j" '8bo" 3�� _ 9.5 N _ - - Z `DW"A„ NEW DRYWELLS(DW-B-)FOR / EDGE OF PAVEMENT ELEVATION EP;B6' ! STBIE aBa TW 10.5 0 �'W /- EE' aN.n DW"A' Eb7.8' STORAGE REQUIRED: 1W1oa / I `` RAINWATER RUNOFF FROM PARKING 529 CF 168.42 CFNF=7.7 VF REQUIRED TOPIBOTTOM CURB I BW 6.7 M2 uT J o06 +9.5 Wo BW7.s\ Z I �/ O 1 + SURFACE(SEE SITE PLANS) DEPTH SOUNDINGS x52, 41'2'' a°dr 5' \ U`- 67 i h 04LI' / �'9.7 EXISTING PROVIDED: 10X DEEP DRYWELLS=36 VF o 12.3 O s O 9d,GO EXISTING WATER SERVICE I I p 1 I o 91 / _ �.� / DW 4u _ + - 1 / B o - +9.4 DW"A 9.5 EXISTING DAYWELLS, EASnNGDRYWELLS _ _ - - - o.. C° �b' G32'r' / IWOX4'DEEP I EROSION CONTRO MEASURES 10'0 X 6 DEEP 1 I - G7 1 '' �J' r 1 I / TIS{qE TYP•OF 6 i % 1. IN ACCORDANCE WITH THE PROVII NS OF THE USEPA GENERAL PERMRAND THE rt? OF 6 10.1 NYSOEC,DERING THE COURSE OF NSTRUCTION,CERTAIN EROSION AND YIN f EXISTING 2-STORY F E ;°'0 � �1T D St 1 -'�, 1 '� � - 1 - / SEDIMENT CONTROL MEASURES MAY BECOME NECESSARY TO PREVENT THE TIN 10.5IT I ,' TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,WATER COURSES,DRAINAGE 0yW 7,5 BUILDING w D• 1 ` ` -0• �5� INLETS,RECHARGE BASINS,ETC. ACTUAL EROSION CONTROL MEASURES WILL BE ' 11 ' i DICTATED BY FIELD CONDITIONS AS CONSTRUCTION PROGRESSES,BUT THE BLDG, - '�r I (RESTAURANT 1 ` / j � � `'� ��g, ',, _ FOLLOWING GENERAL CONDITIONS SHALL BE OBSERVED: ! 4,4 E I B 9W G.F.A 7'X +9• I / - - - TION TO RE HALL BE PROTE AND REMAIN r �&..rnr�A!`L w \ ` 'C'C/�-� •r EXISTING VEGETA MAINS C1�D H F3 - INCL. 2a""- `S'F' D� K CC�RT��`"''`" n \ P D SANITARY ____ __ UNDISTURBED. FIN FIRST FLOOR = EL.� T3.5 7 � 9. / "` Jif ', - - CLEARING AND GRADING SHALL BE SCHEDULED SONO MINIMIZE THE SIZE OF _ i \ F CE N FROM `� ' " _ EXPOSED AREAS AND THE LENGTH OF TIME THAT A S ARE EXPOSED. RS - THE LENGTH AND STEEPNESS 01�CLEARED SLOPE 36 ALL BE MINIMIZED TO ' REDUCE RUNOFF VELOCITIES. LONG ' ' IL - SEDIMENT SHALL BE RETAINED ON THE SITE. N `D W dr}' t SPECIFIC METHODS AND MATERINS EMPLOYED IN THE INSTALLATION AND / I � - - MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE'NEW . °' / it1/ B' YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL. ITTAI O 6 MO - - - _ \ \ ` `-� D`-I \�\ ', �G 6'r 2. SEDIMENT BARRIERS(SILT FENCE,HAY BALES OR APPROVED EQUAL)SHALL BE R,`--p11 INSTALLED AS REQUIRED ALONG THE LIMBS OF DISTURBANCE FOR THE DURATION / " \1 °' `\\ T u - " OF THE WORK. NO SEDIMENT FRO THE SITE SHALL BE PERMITTED TO WASH ONTO DW1 B„ N „ \ y r^ ADJACENT PROPERTIES,WETLANDS OR ROADS. oip _ / ! \'� 11 1� I B ' 1 ' ,a ^Y� 3. GRAOEDAND STRIPPEDAREAS AND STOCKPILES SHALL BE KEPT STABILIZED 1 l THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED. SEED MIXTURES SHALL 1 r, PROPOSEDWATER SERVICE .\ tll 111 ` /� \\ �F 1 4 -' A"I BE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE RECOMMENDATIONS. G 4.DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF SEDIMENT BARRIERS,SEDIMENT TRAPS, - I II Ili 1 1 DW--\ _ V41 ETC.AS REQUIRED. \ / -t )D W, / '� 5. INSPECTION AND MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE 11 PERFORMED DAILY BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION ',1 \', 1 \r DW'/ �-' 7Y 1 I / MEA UREI FOR THESINCLUDE BUT ARE NOTTMAINTENANCEOR HEAVY OIPROLONGED STORMS. LIMITED O,CLEANING ANIVOR REPAIR OF 5.4' 1 / I ', c% SEDIMENT BASINS OR TRAPS,SEDIMENT BARRIERS,BERMS,DIVERSIONS AND INLET I rrl O I I I PROTECTION. Ito), '7I I\ ', \ ~ 1 I t / 1 I �' 6. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION. G �_ • I I I I I I: \\ 1 1 1 11 1 I 1 / T A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL \ a ° i F O rD D 1 5,] \�, \ \ I / AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE r Z z I I I I x I 1 C 1 1 7 1 ; -/• CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY C3Z drz > I I x , x , / D\N \ 5.2 4b 'I , 1 \ / `� n rj n 1 i STABILIZED. rn X `-� 8. SEDIMENT BARRIERS AND OTHER E OSION CONTROL ME A�SURES SHALL REMAIN IN o I \ I 1l`� �Ry 1 DRAINAGE AREA MAP PLACE UNTIL UPLAND DISTURBED AREAS ARE PERM 1NEN11Y STABILIZED. AFTER pD TO z ° ,10 I. I, XS,p x I 1 1 t 1' ` \ DNI` 1 PERMANENT STABILIZATION,PAVEDIAREAS SHALL BE CLEANED ANDTRE DRAINAGE -I rrT I 1> 51 - I I '� / „ + 1'=10D SYSTEM CLEANED AND FLUSHED AS,NECESSARY. 0 Ix4a' x4.2' '\ Ili I', 1 �� 1 APPROVED BY czi oT �I I x53' \ \ 11 �o PLANNING BOARD I \ I 1 \1� DW1 / DB �0 TTT���o TOWN OF SOUTHOLD ' d� I \ xI 14,8' x \'\ 'I 1 1 I ` „B,/� � � ` DATE •j/v'����0/J ml 3I, 56' '43 o I I la \ 12(10112 DOT COMMENTS - SMAJ12 DOTISCDHS COMMENTS REVISIONS of: TIE S O ll PYmm"pnedb7 Cenrtm Engineering,P.C. Itbavldeaonoftn New Yak G a"r II S1ma Eduotlm Lm Arbil M,Sxeon7M,firYM peoonurimsl:enguda the dnddn d n a limed PofeWormd EngNeer,A 11W,%lane Sune",bdbr any tam inamm.it.lbn baring the veal of an Enyhwer,ANhftm!nd , 'OHOFESSIUNP\'� Surveyarbammed.te dlanng Enplmer,ArddaoLorlane3urva omilatabtp iWhla6eraetlanetprolafon'Admac 'folIo'a�eb/havlwr epmWm enetq S.C.T.M.DIST.10DO SEC.56 BEN.07 LOT 02 tlelevraMalbmiom,anew yxGk ammptm Mtie elMatlnn Condon EineeriP.C. MILL CREEK INN AND MARINA Scale: ringng' a 64,$0 MAIN ROAD (NYS 25) CNNNN2 1755 SOdW RaNf SOUTHOLD, NY OF Dram by.JJC MONO$ ,New Yak 11952 Date:3/10012 (631)295-1966(631)296-1966faX GRADING & www.cDndoreTIgirmW g.corn DRAINAGE PLAN I I I i MAINTENANCE AND PROTECTION OF TRAFFIC NOTES: I END 1.TRAFFIC CONTROL DEVICES SHALL BE AVAILABLE PRIOR TO THE BEGINNING OF MANIENANCEORCONSTRUCTION OPERATIONS AND SHALL BE PROPERLY INSTALLED G11-2C AND MAINTAINED DURING THE TIME THEY ARE REQUIRED.THEY SMALL REMAIN IN PLACE ONLY AS LONG AS THEY ARE NEEDED AND SMALL BE REMOVED IMMEDIATELY THEREAFTER.WHERE OPERATIONS ARE PERFORMED N STAGES THERE SHALL BE N PLACE ONLY THOSE'OEVICES THAT APPLY TO THE COMMONS PRESENT DURING THE POSTS-STEEL,T OR U SHAPE TYPE STAGE IN PROGRESS. OR 7HARDWOOD OR FENCE-VOVENWIRE NING GAUGE 2.ARM THE PROTECTIONOFTRAFFICSCHEMES TRAFFIC ARE TORE IN ACCORDANCE • • $ I CMV(MESHOPEMNG WITH THE NEVI YORK STATE MAMALOF UMFOAMTRAFFC DEVICES. FILTER CLOTH-MRAR 14DN ORAPPROVED EQUAL 3.ALL SIGNS,DELINEATIONS AND GUIDING DEVICES USED TO MAINTAIN,PROTECT AND CONTROL TRAFFIC SHALL COMPLY WITH THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(LATEST EDITONO IA 4 TRAFFIC CONTROL MAINTENANCE AND DEVICES SHALL INCLUDE BUT NOT BE LIMITED Z TRAFFIC CONE 235PACING IMAx) I W M*I TOTHOSESHOWNHERECN TFEYSHALLBESUPPLEMENTEDASREOUIREDORAS ` 7CMIN.FENCE POST p ORDERED BY THE ENGINEER CL-� - M1ra4tEs OHAIIHITiENE'T(I1P./ d `�' GROTUND C �3¢� PAVETMEM RELEEASEINIMUM THECECONTRAACTO�RFNOMHl9RE5 OB LmiOSAl�v Ms��ro SITE LOCATI 9 N r` PROTECT TRAFFIC INACCORDANCE WITH fTEMB1S 01 OTHER TRAFFIC CONTROL PROVIDE A 3'WIDE - • • UOS7lFSEDGAaI'FD ..! ROW " : DEVICES THAN THOSE SHOWN ON THIS PLAN MAY BE REQUIRED TO SAFELY MAINTAIN .-+ - 'COMPACTE 2'STONEOR .o;•r"•'':'.• .:.:.:: •:•...CLOTFf��.';. (OPTIOtAL) NO LANE CLOSINGS ARE PEIRMITT DE IXJWEEKETD5OR HOLIDAYS N°7ffTIME LANE ARWMN'OHN SS R µpr NOTES'OW ANO PROTECT TRAFFIC — ISc BOUND STRAWBAlES 7 WOVENWREMWE(MN..1412GMGEMIILCMESH COMPACTED BACKFILL FUER MOUNTABLE PERM B 2PM ZONE �- IN • SPACING)WITH FILTER CLOTHG'ERFENCE. [� W,� • a 2. FILTERCIOTH TO BE FASTENED SECURELY TOWOVENWIPE, EABEDFILTER RECYCLEDCONORETE PROFILE CLOOSITN SW NOT BE PERMITTED WITHOUT PRIOR APPROVAL FROM THE STATE STAKES(TYP) FENCE WRHNE55PACEDEVEM 21'AT TOP�ND IMOSECTIIN CLOTH°'MN. G (SEE BEDDING I INTO GROUND 50 MN 7.NO DRUM,LURES,BARRIGDESAND 071ERTRAFFIC CONTROL EWRMEMSFALL VAI 3 W SHALLB GIVE NG OF FlLTERCLOTHAQJOIFOLDED 11ER REMAIN IN A LOCATION WHERE THEY INTERFERE WITH OR BE DISTURBED BY A SNOW �I 3 DETAIL) p FLOW THEY SHALL BE OVERLAPPED BY SIX NCIES MD FIXDED. PLOWNGOPERATION THE WORK MUST BE SCHEDULEDTO AFFORDSAFE MMWAL 5 - STRAW BALE INLETPROTECTION DETAIL TWOREBARBSTEELPICKETS, 4MAINTENANCE SMALL BE PERFORMED AS NEEDEDAD I OF DEVICES WTENNECESSARY. �y NOTES OR2YZ STAKES ORNTN ��//� �` , /� IAAF LREMAA7)WEEN 91lE5'DEVEL 'OP, NTFESLT 8.THE CONTRACTOR IS ADVISED THAT NO PAVEMENT EDGE DROP-OFFS WILL BE y 1 BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR ?INTO GROUND FIRST FACE SECTION PERMITTEDWRMN TEN(10)FEET OF TRAVEL LANES THECCNDALTORSFALL AND INA ROVY WITH ENDS TIGHTLY ABUTTI THEADACENT BALES. BEDDING DETAIL WIRE FENCE(PAR 1412 SCHEDULE HE OPERATIONS SO THAT ALL EXCAVATED WORK AREAS SHALL BE STAKE PREVIOUSLY AID WOVEN TOWARDS PREVIOUSLY LAID GAUGE MVU CMF.SH SPACING) BACKFILLED TO GRADEAT CONCLWIONOF THE WOW DAY • 2 EACH BVE SHALL BE EMBEDDED IN THE SOIL AMIMMdAOFIINCHES STRAW BALE DRIVE STAKES +•'.' FLUSHWITH TOPOF BALE POSTS 3CMN..FENCE POSTS .+,.. ."•.y :��'.�. .~- _... LE AND PLACEDSO THE BINDINGSARE HORIZONTAL ) •''t`P: ..'. ::' .'..• •. :`,` i;� '. 10 M17(CENTERTOCENTER DRIVEN IC MN WTOTIE EXISTING .-:`!.{'.` ,: BE SECURELY PLACE BY TWO — GROLN] GROUND .`r.,'.;,t•�'•'••'L N S� 3 BALES SHILL .• w�M • .rfr �'.: < LLI O FUGf R , OR RE-BARS DRIVEN THROUGH THE BALE. THIEF STAKE REACH ANKLE FIRSTSTAKE TOWARD I MA eABYNX DALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALEATANANGLE PREVIOUSLY LAID BALETO FORCE THE BALES TOGETHER STAKES SMALL BE DRIVEN FLUSH � ,LL � WdRKWITH THE BALE. RO-PEWTRATIONNTO � 10 MIN.OR MLATCHI � PROPERTY LIN: VARABIE WORsf t➢!E F, ADJACENTROADWIDTI4 — — —�'. CD 41NSPECTIOLJSHALLBEFREOUEMANOREPAIqPEPUCEAEMSRALLBE - ',AIDE PROMPTLY AS NEEOEO. iii R'µ 1 b O 5BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS UTILfTY STRIP Z .. SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE _ NOTE TYPE III CONGTRUCTIUN BARRI'ME ��• — AAINIENGWTI TO INICILDEPERGDICTOP 10AWN.� DREssNCwTHAODRIONILSTONEAS TYPICAL SIDEWALK CLOSURE DETAIL ANCHORING DETAIL (SEE SE704 ELEVATION REa"RM STRAW BALE DIKE DETAIL (SILT FENCE DETAIL STABILIZED CONSTRUCTION ENTRANCE MAINTENANCE & PROTECTION OF TRAFFIC DETAIL VARIES(3.4'MOUNT) ITEM DESCRIPTION .�7 2ll1.01 UNCLASCONCRETE CURB EMBANKMENT IIEMBGB.0107 Mom C°IJCflEfECUiBTYPE A (TYPEACURB) 57201 SEEDING (SEE WSDOTSTAMDARD SHEETS FOR ADDITIONAL INFORMATIONI WLMKTHCKM381W TACK COAT BETWEEN ALL LIFTS-ITEM 407.0101 VARIES 4'RANI SAWCUT BUSTING PAVEMENT SEQLgNTANUA �M ww Sl,1Jlc. SLOPETOMITCHEXIST. CIOLDJO�SNTOEXEMHEENT TO BE NLOVDED BY qA�H�� 04 REGIONAL LAND DIRWEY011 A}T Vol 4qi EXSTINSCONCRETEPAVEMENT , TOPSOIL AND SEED-IIEMN2.01 �— TOBE LEFT LMISTURBED. 11N' b 2'FIOT MI( HALT TOPCOIPSE-RENT 102.125101 212' HGTMIXASPHALTBMER COURSE-MEM 402255901 48-1888 ASNALTSHOULDER RECONSTRUCTION TORE TAKEN '( MEET EXISTING FLOW TO THE EXISTING LONGITUDINLAL JOIMICF 7FE LRE ELEVATION COMPOSITE PAVEMENT. ./�A�,•.�+AApN.fl. -..eLFF.``l WHOT MIXPHALT BASE COURSE(2)j'LIFTs rrEm4o2255wl OF TYN"-R. °'°USBASE COURSE TYPE7-fIEM3D/.71 NOTES. EXSTMIG REtEPAVEMENTTOBE(FFTIMBRPBED. PERMANENT SURVEY 1. CAP SET RUSH TO SURFACE MARKER TOP VIEW 2. SLFfADEOFALLA°NMGPTOBEINGDNTACTWITHQONCREM. SHOULDER PAVEMENT CONSTRUCTION (PAVEMENT REPAIR) GROUT SHALL BE TH RROILMLY COATED WITHZINCCRMFATE It PRIMER aBB+' (N.Y.S. 'IROUTE 25 R.O.W.) 3 REBAR SMALL BE DRIVEN WITHA DRIVING CAP ACCEPTABLE TO THE EIC AND DESIGNED TO PREVENT'MUSHROOMING OF THE TOP OF TMEREBARDLRINGDRIVNG SILICONE SEALANT S NOTREWIRED E IFTHER.O.W MARKERCAP S FITTED WITH A PREFORMEDPLASTG VARIES(3A MIN) ME(IR INSERT. �I ITEM IA CURS)? RBtllNEDOYCONTRACTOR 4. SHAPE OF THE MARKER GP SAPPRD)UMATE. °THERSHAPESWILL I (tYPEACUHB) BE ACCEPTED IFTHEY CONFORMTOTHE MMMIMWEIGfHT AND (SEETS WSOOT STANDARD11. SHII DDITKML DWN904S GIVEN IN THE WRKERGP DETAIL THEMARKERCAP �L SHALLFHTTKKRHYTOTHEREBAR MARKERCAPSWHICHMAYBE INFORMATKMO APPROVED BY REAOVEDFIOMTHEREBARWRHMNMLMORM DEPATEEFFMT ��AN�aR� wILLNDTBEAccEPreD PLANNING BOARD ATTAD OMAGNET 5. LENGTHOF REBARMAY BE REDUCED A O B E.IFANOBSTWICION OMIONAL LLYELSEf�TIONbI LENGTH°OFTHE SHSHANKWIWILL NOT BEELESSUT14AN 7U'INHARo�'T� TOWN OF SOUTHOID JOINTS A5 MIN SLOPE IST DENSE,OR STONY SOIL. REBARTOBEEPDXYCOATED. REQUIRED all PERMANENT SURVEY MARKER ExIMINGPAVEMENT DATE ELEVATION DETAIL °' SRVEEYMAR THE°RA°EERRSNPIACE,TREWAY EXCAVATIONSHAUBBE ER OR PERMANENT TOPSOLANOSEED- IEM512N �o�� oZQ/ BACKFILLED IN ACCORDANCE WITH THE REQUIREMENTS OF �� M T/ ye 6-REVEAL OMIONLAL1- STANDARD SPECFIGTONS SECTION 2033.15 FILL AND SACKFUL `fpr pArV�I hJ GROUND AT STRUMIJES,CLLVERTS,PIPES,CONDU75,AND DIRECT BURIAL EXCAVATE ANO PULBAOK SOIL AT EDGE OF JI CURB REVEAL gG CABLES' PAVEMENTANDNSTALLNEWCONC CURB MEET E%STM FLOW a (EX.PAVEMENT TO BE LEFT UMBTLRBED) LINE ELEVATK)N OTTOM OF CURB PERMANENT SURVEY MARIRER :+ (SFEDETAM) ROUNDOFFTOPSO 3'TOrFEPROIS y THAT'NATER"'ILL CONSTRUCTION N PAVEMENT' REPAIR CURB TRANSITION DETAIL ANLIIORROUGH 1MMETAL a NICTSTAND SHOULDER PAVEMENT CONSTRUC 0 ( 0 ) FURNISHED BY THE CONTRACTOR (N.Y.S. 'ROUTE 25 R.O.W.) SHEET METAL FORM MAY BE _ •' - FABRICATED USING SHEET METAL ' '. "'a' FORBACKFKL - SCREWS OR OTHER SATISFACTORY MATERIAL PRECAST STRUCTURE NOTES: FASTENERS (SEENOTEA J.ALL PRECAST STRUCTURES SHALL BE CONSTRUCTED WITH5UM FFlCIESTEEL PEINFORCEMENR TO WRF{STANOAASMO 14-2OTRAFFICLOADNGALONGWIIH ` •y• '. q TEMPERATURE AND SFRINKAGE,TRANSPORT TO THE SITE AND SITE COMMONS AS SHOWN ON THE TUNS. 2 ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4,00°PSI CONCRETE AND SHALL BE DESIGNED,CONSTRUCTED AND INSTALLED TO SUPPORT AASHM H2O TT170N2 OT/DOT COMMENTS CLASS'A'CONCRETE •a § TRAFFIC LOADING B11Y72 DCIISISIONS MMENTS MyyY - REVISIONS pR(� SAWCUTEXSTMASPMALT • 3 GGNITRACTOR SHALL SUBMIT SHOP DRAWINGS FORALL PRRECASTSTRUCTURES DETAIUNGTHE STEEL REIWORCEMEMANDP IDEMMIFIATMBYTRE PRECAST ORCONCREfE DRIVEWAYS UNDISTURBED MANUFACTURERT HAT STRUCTURES ARE DESKIEDTO SUPPORTM20TRARFCLDANEwYDING. ® . . EARTHC�OF F THREE113V N) • '.+ RESMIM'LONG SPACED 4.MANIFACMERTO CERTIFY THAT DRAINAGE ANDSANDARY PRECAST STRUCTURES DELIVERED TO THE SITE MEET ALL REQUIREMENTS OFTTTOVA40FSWMOID, hP U O r - SUFFOLK COUNTY DEPARTMENT OF WALTHSERVIES ANDTFE NEWYORK STATE DEPARTMENT OF TRANSPORTATKIN. Uj �C �y,� • •+a .,.. Pens mprepvMby CmdDn E101.IW,P.C. Ob'.violmonaftn New YaIK * iso ju .c �r ODMtii °a dRdon a.IbnasOSlaaEdnaffinnUmArl� lNotaxiontl EnpnwerA IeN,nlantl SmvsWrNbr C+ 1-72'WEARMCOURSEWSTYPE6 ., • Mnina .Ilan lMn hese the eellaen En lneR AraubN alaM 0 2 m nyway re a s 5161 a lam* O 4 la baser tle el E AM ' LCOS ehYl am I 10 LONGASPHALT CLPB DRIVEWAY OPENING 2-12'BMDERCOUDE MS TYPES BINDER COURSE � a . % IDR LIMIT(TIP) ";,:'f .: . Nrp eQ lenn9 npYeer, sect,q uneyar S.C.T.M.DIST.1000 SEC.56 BLK.07 LOT02 Nem Me4Naml anStllenabNn'AleretlbY'fdb EO hMAregANAeansAel DFESSION oabdsllrh eNxasom,elda wedlledmnpsona seram BAs CO Rse .. .. . . . 'Aly- CDORCRUS I E �;I .:' ',:'�'.,`•,.; ->. .. r_ - :.;~. .` ,;. . .. .. �' ,F PROPOSED ASPHALT CURB (3t4'STONE BIENDIXRCPU5FED CONCRETE) : . . . DIREQTIOLNOF TRAVEL VOOMPACTEDSUBGRADE �/�' �//�/�/�.��/�/ /� ra MILL CREEK INN AND MARINA e'SFIOIlLOERWIDTH IDDMPADTEDmMN9sMsrArolaO —�"I/\�, ,/�� .,�/� / � -,i Condon Engineering, P.C. C.3 PROCTOR TAM) R ��� �� �� � � � �� PERMANENT SURVEY MARKER s Ale:N.T.S. Cvt,3d0 MAIN ROAD,(NYS 25) OUTSIDE EDGE OF TRAVEL LANE ./✓ �./ /� / �/� INSTALLATION DETAIL 1755SigBbeeRGed SOUTHOLD, NY 46TDRWEWAYOPENING T Drawn W.JJCOF MIBItlkR k New Yak 11952 TYPE 1 DRIVEWAY ENTRANCE DETAIL TYPICAL PARKING LOT PAVEMENT SECTION CAST IN PLACE PERMANENT SURVEY MARKER (1)298-lNd�o 1631 290-1986fax.com C' NSTRUCTIbN 3 DBA:31108012 NTS DETAILS (SEE SDOT STANDARD SHEETS FOR ADDITIONAL INFORMATION) it I H REVISIONS: SITE DATA October 16, 2012 November 15, 2012 GENERAL STORM WATER POLLUTION PREVENTION NOTES 9 _. ., 1 ..1D SCTM # 1000-66-07-02 January 10, 2013 B_ PROPERTY: 64300 Route 25 SITE DESCRIPTION b GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE y ADDRESS GreenportNY 11944 nomeopmentedrritles form pralect Wllmndof �/ 1 IlmhMbd demdm centra memmsldlferinbartre�s,dap sladl®mnN � '`.� OWNER: MILL CREEK PARTNER$, LLC 2. 1,s NelwlofftwopomrykabdNmrrmatbedbagmbbewatbadn. ,�M '/ .B I a In torn o.aubu ngo!m el is � w 1 SITE: 142,441 SOLFT. = 3.27 ACRES 4, r afeMgoielydawabnrgalb(noMlgo/AedNeapolbdudnpdedpilgofinednb�n) A R T �oGE - LAND UNDER 5 Cie.nl9detmhlg Wkebq tbminmdWytml-mnindgenppmv ICI.e.dklolbbe 11 - - _ - I TON ASPHALT �5 s,-------- - -s- - TER: 57 8 S FT ------ 6. WA 86 0 7, In Dw offtMWMrybM6N�bWfim +ddr�mq D IVEW Y ASPHALT DRIVEWAY U LITY /1R - - 8 ZONING: M-II ��I ., e OwgngdMbo.mnendbbarnwbdb DRINEYIAY _ 9. CmmWlmofenwsbwiipmet niamimdaswmb NlwdpmdlgbehlMeubedmlml ',,WOODED B -- ! - SURVEYOR: M 10. D dgl gdit plNnWanddord nNrobulbesn 2 SF AREA OF ISTING UTILITY WI •�•'/ - 1 28 Silver Brook Drive I� DISTU ITE) POLE NYT-851 �- ._1.1, _ I ti. CbamgofvwdptonmemsshaA -"Pba EXISTING CONCRETE W TO R0� EW 7R w A5A /IKEA /\ - Y 12. IrmWobon oldalnapasbuWrw,undelpmundNw, I REMOVED PROVIDE EW STONE MAIN EXISTING SEPTIC RI i 5 T � Flanders, New York 11901 ` ' `" 1, '1; .y 13 Insrlldbn olmlwnirw emxon rented ntNNma Pdapobcam) VENEER WA LIJ WITH NEW SYSTEM NEW EL' T 'I LICENSE#050363 N - �• 11 Coronado,de nw mitred mofalmdwe and neeeObytelmwb M a OnpWkN Y STAIRS (STATE NEW DGE OF EXISTING11 1 CLEARING 1 , 16 C«nwdm dmwexbmrdadm redo MadsNnp RAIL M. 'I NEW ENTRY- 1 1 ANOWARD' LIMIT OF t �. 1 DATEDS/22/11 'FREjHWA CURB ig. Cmt,cbmAS TOTALLAND b17 mn�exdowim>sbamwhra Aom Pi � mundekctr�lerlexPbs,>bnl __OVERHEAD RES • o� _ _ RB APR EW E ,� M V RGI 2,%O6 WANDFVDER F ED 'QN.. Z; .. -____.�.___B OFF SITE LAND 103,927 $Q FT � {3 EXISTING UTILITY P NYT-8 N tDELiNLAT0 TAL CO 5tfL-T.ING 20. Adawndn PNWMurmindudwualadreandrwopr gaud« wdnewmdw 1 ' ELECTRIC ^' s/83y11 1 B DISTURBANCE: 33,624 SQ FT z z 21. Renovetlonot o gpwhlgrenbdu9lq patlnV a�dpadap.--r 3,wdnwmM —f 1` '� • ET[eR.5u' FIIA,ME gN �` 22 pddbandpadmgamaOnNNb,IlgMpodwbAphlk�p EXISTING WATER SERVICE '1 `LH ) ` _ m 3z ON SITE LAND 23 Nw PNmwgs Wnpemnq wnkei boethednaMesshwmmalbfMw I —Ta 21 Remwelorlhewcebmmnbolmemw EXISTING DRYWELL5 (DW "A") ' PARKING, ' I � 1 - -� 4,303 SF E 9�P _ 1 � a DISTURBANCE: 70,303 $Q FT Q (6) 10' DIA'6FT DEEP AREA SYST2q TO s OIClk -- I ',SITE I �. I' — REMAIN_ ` -- D ON SITE SITE DATA DUMPSTER LOCATION WITH BLUESTON _J1 1 TOTAL SITE AREA. FT HIGH PRIVACY FENCE MATER __ -;, _ DRIVEWAY- - _ - 1 1, 'EW - I UNDERWATER I SC IOD05607-02747 =327ACRE9 - scTMtga0.58-o7a.1 =42gACRes NEW STONE VENEERWALL o COVER PAR G II CURB't,TiMap '.,9 DISTURBANCE: 68,21750 PT Q =747 ACRES EXISTING _- 3 -- T }.{ NTRY AREA 1 \ SI 'A QF 10 DIS1l1RB or OFF, SI �I Q ease Z PRECONSTRUCTIDN NIPERVN]US AREA =02W ACPES NEW UNDERGROUND ELE TRIC 1 BFRAME UILDING I 1 ITi _ FRESHWATER �D �1 LOCATION MAI Q POSTCDMTRUCTON IkPER/IOLS AREA =0472ACRES AND UTILITY III NES / '. , I WETLANDS TOTAL DRAINIGE AREA =1.50ACRES ) NEW ETEC MITER (RESTAURANT) TNI LEARIN0 Z PRE-COMTRUCTK7NNPERVK)MAREA =0203AC/1I50AC=13.5% ON BUILDING FACE ` FIN FIRST FLOOR P ITER 1 ,1 I I POSTCONSTRUCTION IKPERVIOLS AREA =0A72AC/1 WAC=315% POSTING UTILITY POLE EL. 13.5 _ dOD EIl C 1 �TE . . ■ TO BE REMOVED WOOD BASEMENT SLA ZONE X CURB I ONC Ems , W Sal CtossMntlm Fd-FK read,dodged mabtW andWd-WmOkmrl*teem IUj Remxng Welere SoukW Bay EJDSTING BANK OFA VEC DECK EL . ����� Coneaced8urperconebwuon AFTERS TO BE REMOVED BLIIESTONEI f/ V ' DRIVEWAY PARKIN 1 EXISTING POST ZONE A� �',� POBOBOR Control Measures: 1 RAIL FENCE (DRI ABLY AREA r I NEW DOCK ACCESS NEW FLOATING DOCK In accordance" PTI&bndIII USEPAGan«I Paroas «m wbrnerlagenwnlaMemaon and aedlnwnlmnbPl module,IMudng,WlmtgmMlo,lh.t N"*MbeenpWo RAMP, STAIRS k DECK I 1 ���" EW HAN PPED I 1 I dutln mmttdm. AREA OF 1, I ACCESSIB POCK 1 '!1L 0 NEW FLOATING DOCK ' DREDGING Y i �CCESS — k N CONNECT ) 10 O1811l: A Edahg wpeblmromman swtlbeprdecbd b/rtmblbmn almmudwtbwe«aNweppmwd MNsaMandlmmb undse,bed W/ LOW SILL it ____ 17LE ECK 1 IIB STO GRAIN GS��I/ / \\ I /\ O - NO BANK TO REMy I �A ' - / '.\ / J I� I FIULKHEAO OO U UND NO \_� J// B Cbaww md(;tadaq aWlwameMedwwbmilltdm Mmtnl detPmatlatmadMbglh ofNmetlW alawametpmnd.OatbdandatrpwtlawaslW wbwteWlNd I — NON E.: BRI S i FIX M - DR GE 1(IPE / xUUD'6 PML tlamghMuwoftonPowysatdlgeawlrtd Seed Wld,rw shill be lnamordwwewir Sal Cdooddem Sonew mminnwK, .Amwkawd5a "lbodekffWdaa 1 OLEEXISTN UTI TY I MATERIAL (I.E.: BRICKS) I KING f�1 7 :- 1 J bore unksswnlbn pemdaam mgnnledbyMNi50EO. 1 POLE NYT-8 OS I I I TO BE REMOVED, PLANT — I 1 , ,P z O 1 1 1 DISTURBED AREAS WITH W II i AMERICAN BEACH GRASS a G SenswlydtdbeseetletlWbinl4tlryadewomm,ugkwmnrbwwndllbepineiwn2ldrya,wswUanalemmPwad,«RmmducemanmemestePmded,MarNawtlw 1 MEAN HI r___� I I T SOUTHOL� w Z seetletlwtwdebN. \ WATER MARK __ _ LAN ORFORMFRLY OF b OF f 1 ''—'--J • • L 1 I W 11 a. seedpepamlmn-acisdKmmpaded,nanweddo�iawndobabdeswdamotoendsbmla. �OLOSANTISBOATSHOP,NNC. r , 11----� FLOATING ' ___�1 I I 'I, OF TEST HOLE '/ MIT BAY 1 W . - 1 1 �_ I 1 ' EL +7.9 CLE TNG LAND NOW OR FORMERLY OF b. Swlemenhnda. 1 OVERHEAD IM ES DOCKS TO BE I B W ,n be Llmebplie0 1 ZONE I� REMOVED , I •, PRINCPIPROPS LLC V no. Fm hn NhWW lbs d5-10-worequMNwtpereae(14bs 1100aq X) UNE wj 1 ' __- MEAN HI I 1 b 1 PARKING V I __ WATER MARK ___i 11 `n __,_ IIII AREA ''( c. Seed AfWlw i I NEW PIUNGS��' ---'1 I �`( FRESHWATER cat Tdwaaryaeedinga TOP OF BANK F I 1 GE OF WETLANDS - - _ - cawRyytm(emuY«paennW)030Ibs.w.(07bs.per1,000nt) m i 1 __ DOCK W/ LOW t I IXISRNG I ` cwb.Cededwowrodt'Wnbits(cored r IytWlmpaeoe(251wperi,W .qfL).uaaaobrlyedaaedngmOdohwM«eaI _ - TEST HOLE 3,181 B AREA OF N I 1 SILL BULKHEAD ' PAVING 1 cb Pdwwdwednw-sw lwdenping Pbn DISTURBANCE (ON 51 I -- -- 1 BY MARK McDONALD GEOSCIENCE ' -Np/ R I NEW FLOATING 1 nlr ' + D The ldglhNdsbepttm ddeeredsbpwmrNbe molls®dbmdumaawlfwbdtlw Rundlahalibetlnalednm/Aomdealedalopo, I 1 I AREA OF DREDGING I I 1 IIB T I, �, 1 ' ' V ell- E Sadmwtafallbe bopped m Mate and corp«nN0edt MW2*e ROP«Ibs«P�Ncmeaa«d«mrer ayabnn semnwnlmdenahe°be addedelmp be omroefdwmmce ; I F---' _ li ❑ 11 1 NO SCA LD, NEW YORK 11971 N pd«b Mawidananudon endshW be malnwnedunW amatrmNm baxnpbr.Sadmad bbemtmatlhan Mradtwttl bapsantlm«bdam Mdwgn rupwitybreduredby I 1 PROPOSED NEW DOCK I 1 1 OSED SANITARY T SCALE W t EXISTING UTILITY POLE UL— FLOOD I 1 1 , MASTER BUILDING �_=i 1I MAN `', - I'', I TEST OLE DATA 3/15N2 2 ELEV +8.2' •p N co FLOOD ZONE UNE—� LO % I I 11 t 1 1 1, t\ / F A mblbadmnllunwn enlmnceshan ba meidwwlb«evdlsal endbme dmn train bang aMWMblml Mch The memtcbm edlanoodalbern loco testimonials `I -� I -_--_ . FF ELEV +8.2' � I i II '",\ MIXED CY AND M � � jd pemwrmdtyaebllmtl. Atryaednwd bedcd«NOWNdrudarJsbbe lemoWd«cMnndone ddNbwb EXISTING VEGETATION TO REMAI 1 I 6.4 FT. 0 iY 1 1 EXISTING MARINA -� I , 1111 ,,1 IN CLAY CH d C G. Awdlrtl lrcpecbrbmndwlsM lnspachonmdaos{tmenlM ertecmetworau emwon erased,twdadeolgaclm.+weNewm drys«con 1S'tMt alnw1erh baPafon lepotb FLOOD ZONE A� (ELT) I 1 1 50 BOAT SLIPS 111 t ® IIII I "P aND + I 6 r C shdlhememwnedmaabbgbodc \ MEAN HIGH WATER MAR ' , NEW DOCK ACCESS IK,;,t'I 1 OF H All nmlfmaN be rewned JOI in a®rhpol local regdabons endApranita OalNpemm NwbNedottdbaMlhepotecbdh«naedmentbuiLPyaatglt MtmdWpmptiab i r___� RAMP so DECK• I I yl 1 ' ST EAI EXISTING C 10 idelplakchon. DILAPIDAIED POST d RAIL FETNCE I •—� _ RELOCATE TO 70 FT. WATER IN BROWN CLAY CH •� Ol Z m I NEW FILINGS' [___ i � RELOCATE L AppogbbntuandallbeundNmnholdusldunnp IamskwionW 1 yll 1 IIII �� EXISTING BANK TO REMAIN - N I , j NEW FLOATIN 1 'I '�' WATER IN BROWN FINE J. Serbmanlwm .ridotlwremsbmm�trdnwwumsswllnnroln Plamunbl WkddshoW r Irelwrm ll si&100d.Fotlmi Mm« obbkmion,Pamdat dmkba INDIGENOUS MATERIAL (I.E.: I 1 I P---, ,DOCK W/ LOW SILL 1 1 j�'I ,' 1111 CC IQ v deanmofmllerdddttismddunapeeyobmaswllbad mdanddushednnereaary. BRICKS) TO BE REMOVED, PLANT L —T1 BULKHEAD MI OF 7eFT. IT0 COARSE SAND SW DISTURBED AREAS WITH AMERICAN I . K TMoWw/memb�wntrecbrbleyetWbbbrllnpedmandlwoPertNbbnmeolemaonanMntNNma. ImpecYonmwtbaperkmodbyamAfedetww cmWWadald. BEACH GRASS (AS PER DEC --TAISTING BANK TO REMAIN III ; '1 GRAVEL 1 CLEA ING - _- 1 COMMENTS: WATER ENCOUNTERED 6.4' Iimnndpobalaml enpirwr as bdnedbtltNcmnwoBngund«beetpad^con ole lkertacd porwiowl enplw«earyaawn oyaaw dryaand mmwYMlyaAapedmsdWnhll REQUIREMENTS / , NON INDIGENOUS MATERIAL 1 1 DRIVEWAY BELOW SURFACE, ELEV+1.8' l0 ISN grwwthmanehan Inch khlnbnomtamum—bindude,butmmbmiWvdOamwOfm tgehsra,aedmenlltapaand dyaelb,dedip rdltpkdadnldtGmn, ) I • (I.E.: BRICKS) TO BE 'I i 1 / FRESHWATER C repair olbxmsandmmXduadem,enddeadng end opted lnlelpolmtlan dNew. Themnwrkpelebrkonbacbrareyunedbmnwn mpoadMNd,sWPPPrdtlawml Pentl F—_-BDIbVED, PLANT DISTURBED _41 11 : �B I 7 O o"gedenumes TheNOlendGmwal PenWlahallabobepostod elMPkalaN wtd .t?� AEAS WITH AMERICAN BEACH �_—i 1 1111 wETLAnIDs L Doing wmmdm,Mmnhador WT mlt{tiywdh oilknitepubbmmrcxmlp Mdbpmal dsddwelb,dad"e wd bdcandheaMom web,wend NwitEYww Ndatwlc . ON ASS 'I '1 F 1 ' 1 REVISED Vi aydmm agdetlms TaltwdarybndnOmNbeewAad4rmnd WepedwbafM sibdaNdb MpleremwiddxwaM bomNd MbWMPddehrb Tire omhNLrawld EXISTING OIUPIDA r I — _ , I 1 LANDWARD LIMIT OF FRESHWATER DRAINAGE CALCULATIONS v ainderotlNadd tw wydabrb acamutotddmgbe nPoary bncewdemPNM dntPakre regularly. WOOD BULKHEAD TO BE I iL _� I I �' I EW WARD RAIL 6 REMOVED $ - c EXISTING FLOA71N I u' a TIMBER C RB SUFFOLK As DELINEATED ev OF N yy r� i CONS LiC ENVIRONMENTAL I to b wnl hmn . / T- ;It DOCKS TO 8E ;==_i I, IIII coNsuLrlNc, IMG, 4/1z/os AND 4. (DWI "A" ROOF STRUCTURE da ENTRY DRIVEWAY M See rds«pktg Plow Pemm vrge j 1 1 REMOVED, tt I PMKING N TM mN rmuammpbto Mamsbrmmaequenwr leis Mr.Wwdhs SWOddaks " WREA VERIFIED ON s/zs/II `•. 1,. ROOF AREA: j 0. UnkmogwwkedrtMbyft ser,the=ln rbtwpmt4abmaidalnlnpMlwm ,yremNaofwn*ucgmacwft,ptepaldmofinwewrlrapab,mdrgvftaeamo f �I I TDP of 'I DRY WELL AREA x RAINFALL x RUNOFF FACTOR pduhnbb MProPareuWahbawneowwrynwmNwilh MSPOES Genamlwdd Themnbadrdllrq)wt ymquWmodfnnawb MSWPPPttao kwbykmcmci n • AREA OF DREDGING L_ _1' 'i Ica, 1BANN- _-I6 1 I (DW)"A" 6,5553Fx (2172 FT.) x 1.0 m943 CU. *� � `11 ' I i �l ��GLEITAROI M . f ormnhw.timecMbnb MErpnwerbtawamdMSWPPPdwaeapploPrrb DILAPIDATED NG7 Fy �� BULKHEA NEW FLOATING DOCK W ) IIB 1 'I I 1 ENTRY DRIVEWAY: `rFp 03151?- P The N01,SWPPPendlnspecNprep« mundbylhmpandamptbindtmttwthlhdMaww«apenbrmwlmelmamllsbb krlmewendmp/npbyeo/PnaOndNNn live l5l I / I� bmlltm days olM«meraapeMormmMnpewrillermwNi b/eMdmPewonbrwiexMN01,SWPPP«Ilapedion mpolb.CapylnpdtlomttwlbmMbedorealMmpnbfs I LOW SILO BULKHEAD II 4 DRY WELL AREA x RAINFALL x RUNOFF FACT PROFESSIONP�" eNwme li FLOATING DOCK RELOCAIEp I EW DOCK II j `; - EW j \ I (DW) '1 16,438 SF x 1211 FT.) x OA -2,486 COy`.RFT. 0 Arm MPmpct xmmlele,haderw/opeabr anlbel oponi b Ning a WSW el Trmkubon(NDTIWIatIw NYSDEC babwoNMapen SPOESGxwal Paid forte swab TEMPORARILY DURING CONSTRUCROOOOOONNNNNN l7 ACCESS i 1/ ; RMBER ruwrtmmMmnabadm alwN OF NEW LOW SILL BULKHEAD ANp pA ` '' CURB j 1 _ PROJECT NO: DREDGING OF BOAT BASIN BOTTOM --_�.�'.' J ;: ONAy� 1 1 �� USE: (8) 10'DIAMETER x 8'HIGH POOL L I i R Podsbmxww tnwuresb0eltty«dad b-mndN �edmedrdbdemba wowed hanskNewbrsnld«wwnnwuy«d rrde«pltgbbe wgplaNttW Wdnsinwnedw WGE OF WATER, ME — ___ (DRIVEWAY g FLOC!( N `',\ 1 (8) 10' XB'3TORM DRAIN RINGa2483 CU. FT. 1110 nemwry I HIGH WATER MARK �•" '- I TOP '.a - USE: (8) 10' DIAMETERx4'HIGH POOL .I DRAWN BY: CMBfinetiona: III FUG Ff j (8) 10' X 4'STORM DRAIN RING-2186 CU. UT Lll i IXISTINGIBANK TO REMAIN - I 8, 1 '� I WD ZONE ' ;\ PROVIDED REQUIRED CHECKED BY: 1 LINE 4662 CU. FT. a 3409 CU. FT. NS Him L NON I IG MATERIA I la GRAYEL FL _'ImlbtyfhdlhNeread«hedadriNdofNepatmhmndtiareambaileelutttlashtdMm IanNwmolMteptlrwtwnboitlwSPOESG«wmlPwnaNo0-0.10001brabmwvbr _�1..E: BRICKS) TO BEI \ PICNIC"AREA ZON- 1 mnOlihanMc«einmlonadhdyandWilmtlpNWkMpepammndM Nd,»dinknol NOI Smmwnbtlm and Emam Contra Pbnam MSlmmWeb Pddwn R.WnNm Prn.' REMOVED; PUNT DISTURBED 5�tp,i1�8-- LooD zoNE _ - (DW) "B" DRNEWAY PARKING AREA ATE. one 22, 2012 tAREAS 4M11( AMERICAN ONA� 1,1 Y ""• TOP OF B ' . AL - ---- ---- - - -- ----- -- - _ _ -�I, ` DW "B" 48,904 SF x 2112 FT.) x 0.7 m 6,472R SCALE: 1 SURFACE VE (EI-10) _ _ _ _s - DRY WELL AREA x RAINFALL x RUNOFF FAC OAnd/Opmab I'N'nw I I AAI -GUARD_ - 7 - - -- 1 „¢ ( ) ( .FT. 13pewbr,Enynwrcertltlatlm: PDXo I 1 - __ .-- --- ---- - - --- -_--- -- --- ----"- -- -- --- - - _-- -- -- -- H _ NEW LOW SILL \ 1 '`.6 _ 5--__`- _ _ I rhea deral bsbp'id�il era MspedMeSb«I is ra Ebimm>♦ w Svabm lsPDEs)gwn P«mll Maroon wkrdsdtngw San vo�Y skim Web Klm+pemwdOmatMNusl, I I BULKHEAD I ,t -- _ - - C _ �' lyof tthe oon nd5edment CaMW,Bwt FhrwwmenlPmcticwnttec Wdwh nbmbU3EPA5brm WMmPdlubn PeplaYane.aMM \' " _._- _ - /� - - PROVIDED R REQUIRED THIGH P��OR SHEET TITLE' lernm andmttdb«wdMNew Yak3bre PolNmn Oxiwa I ''; `�� - .----- � ME - _-� - -� - - � -- - ( ) NGm5,542L U. SWPPP Name rale: cote I ----- 5,542 FT. a 5,472F7. OVERALL sire - Cmbxbrcembmlbn m I I '�2 /TT- EW RIP RAP SITE l WebyodlNMllundN a dendogrcebcoOywth MiemeaMm ckb otM5WPPPemaprwknnpbmedayowa as icbnObdbyMwahWinwedadoiVasib ip Inapedmn (elm undaamdlhelMOWwroralx"abrmwtmmplywdt Wewmsand omftomofthemwlasredwabndMNMYak Shb Pdbdad DbdwgEmtelm Syebm I I PLAN ('SPDEST goo 1pamtn kra m Web discharge,ham mwbudm writes and Mt IUs unrxlulb ANY Pared to Gane OrOmtrbuto b a xoom dlwb oowaMawdwwh.Pod ,l APPROVED By understood IdcerWng oba,incorrect or hamumto infommtloo b e xddwn dM advanced perat ea M area of M Sha of Naw York and I EW RIP RAP ooWdbl«fineb«wrrW,ddandbrndmid MpoDeWags SOUTHOLD BAY - PLANNING BOARD'' Kar`TA.ad wlNadrNlK«aNrmaNLdaW!.udnam« �( 1d '" 3TT sF AREA TOWN OF SOUTHO D SHEET NO: Sq Nanw, Title do 1 DISTURBANCE (OFF SITE) Adam KEDGING\ MEA OF 8,217 SDATE F AREA DISTURBANCE as SWPPP I Pltaw _Eate, SN Meme. ide: hb DREDGE TO 6 (UNDERWATER DREDGING - Adam s DLI OGING LOW AT MEAN WATER \ TOTAL ON AND OFF SITE) SITE PLAN � �f V..l awl Name Tom, MIT OF SCALE: 1" = 40'-O" V DREDGING Adam Phorw Sq Name. ado O°I• \ �/ / Addw ww CURTAIN SWPPP APPROVAL III i REVISIONS: October 16, 2012 November 16, 2012 WATER QUALITY VOLUME CALCULATION: January 10, 2013 PAVE MARYAIE PAVEMENT/ROOFAREA. SF SF LANDSCAPE AREA: 49,758 SF I GRAVELPAVTMEM N,IMSF I ', WATEROLMLRVmwGALGMTm- (SEEDETAILTHS5HEET) _ IM'ERVIOlS COVER(1)'58.0% DIKE 2'%e WCODFRAAE �� 80%RAINFALL EVENT =7Y NQES a R=005*OOMX23.B%=05A1 12 STAI(E MIST REMIN 15hKX. • • UNDSTURBEU, N� A=2.73ACRE((NOT INCLUOING'UIgERWATER LAID)FABRIC LEVEL,WELL WW=(PxMxA)l12(MORN0 VEGETATEDA3'MINWQ'•0158ACFT�II�= sAwBAGa � + BUILTUPBEPM TOTAL STORAGE PROVIDED=023ACFT O ' /� -SII o, 2MMMlA ALTERNATE MIGHT w a LENGTH OF 20RP ,A DROP INLET BURIED FABRIC 2'Xe WEIR DIKE IFREOUREOTODNERTWATERTOTRAP NOTE z OUTFLMOFCLE0ERWAMR 1. A CONCRETE WASH PIT SHALL III WITHGATE 2'STONE °'°:O °;'° INROWOFSEDIMNTIACRNWATER - - - BEINSTALLEDONTE LEGEND OUSTING PROPOSED 0 PROPERTY FOR EXCESS �\ FRAFILTERCLOTH 2'x4SPACERCONCREfEANDTOCLFAN WREMESH '.. .. CONCRETE EOUR.EMAND Q '° TOOLS 111112 MN INET TO Q° M •CRESrwgTH(FT)=4ORAII•ULARIEA(ACRES) 2 TFERRSHOILDBE HAY&LLE DINE - _ GATERE%CESSAT I III- PIPE 7 Y%4'ANCHORS SIAiRIX1M1ED WITHA21'HIGH - CORNERS / SECTIONA-A I I SOIL BERM SILTFENCE � STONE / EXCAVATED GRASS DURST SEDMEM TRIM SPECFIGTONS. I HAY BRAE I 3. THE PIT TO BE LINED WITH PAY OUST CONTROL CONSTRUCTION SPECIFICATIONS' / BALES z 1. FILTER FABRIC SHALL RAVE AN EOS OF/OH5. BURLAP MAY BE USEDFOR5HORT TERMAPPIS.ATCIS. 1. VOLUME OF SEDIMENT STORAGE SkMLLBE 3900 C16gFEEf _ _ _ 2 CUf FABRICFROMACONTINOUS ROLL TG ELIMINLITE OIMS. IF OIMSARENEEDE07FEYWLLff PER ACRE OF CONTRIBUTORY DRAINAGE AREA. 4. PRO✓IDEA24'%24'W000SKIN TEMPORARY SEEDING O OVERLAPPED TO LIE NEXT STAKE i'. �: 2 2.MMMIMCRESTWIDTHSHALLBE4.DRARVEAREA. LABELED'CONCRETE W 3 STAKE MATERIALS WILL BE STANDARD Y x 4'WOOD OR EQUIVALENT MEGLWRHAMINMLMLENGTH CLOTH jl` �X4' 3. SEDIMENT SHALL BE REM VED AMI TRAP RESTORED TO ITS WASHOUT P1I'. SPACER ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS STABILIZED CONSTRUCTION ENTRANCE %// LU OF 3 FEET I MESH Z 4. SPACE STAKES EVENLY AROUND INET 3 FEET AR6 AND DRIVE A MINIMLM 18 INCHES DEEP SPANS ACCUMULATED TO IQ THE DESIGN DEPTH OF THE TRAP. 5 THEN75 CAPACITY WHEN 75%CAPACITYS O O GREATER THAN 3FEET MAY BE BRD(SED WITH THE USE Of WIRE MESH BEHIND THE FILTER FPJxC FOR CONSTRUCTION SPECIFICATIONS 2'x 4'WER REMOVED SEDIMENT SHALL BE DEPOSITED INA SUITABLE SUPPORT AFEAANDSTABL12ED RAN EXCESS PS 5. FABRIC SHALL BE EMBEDDED i FOOT MNIMUM BROW GROUDANDBACKFILLED RSRALLSE 1. FLTERFABRCSFALLFKVEANEOSOF4085. E%CESS CONCRElEC1LE5 PERMANENT 4 2 WOODEN FRAME SHALL BE CONSTRUCTED OF Y X 4'CONSTRICTION GRADE UMBER . THE STRUCTURE SHALL BE INSPECTED ARM EACHRANAND SECURELY FASTENED TO THE STAKES AND FRAME. REPAIR&MADE'AS NEEDED' 'IAV RAI' ` 3 WIRE M£SHACR055TUOINGSRALLBEACOM T, ITSELLBESHH MMMAIMWDOI SHALL BE CURB DROP INLET PROTECTION 8 2'x1'WOOD FRAME SHALL BE COMPLETED AROWD THE CREST FABRIC ROW 5. A NANNIICTION EROSONNDSEDIMNT CARRIED OUT NSUC11 STABLITY MAXMJMDRAIN4GEAREAI ACRE NA1UED OATH FEET LONGERTANTE 7'x0117. ITSFW.L BE SHMPEDAND SE0.RFIY THE SEERTHATEROSIONAMREMOVEDAHD AREA ST LED. DUILTUPBEfUA RAOEDTO A Yx 4'WEIR I DROP NlE7 F510TECTION 4 THE WEIR SHALL BE SECURELY WILED T07x4'SPACRS SNCHESLONGSP'7NO 6. WHEN ENTHE MTMPSHALL AINAGEAREA HAS BEEN PROPERLY D �A STRAW BALE INLET PROTECTION MAY BE SUBSTRUIED MORETHANBFEETAPART. SWFEN ZED, RANO DRAINAGE AREAH/S BEENPROPERY 2MN. EX GPAOE FORTHESILTFENDEINLETPROTECTION 5. THE ASSEMBLY SHALL BE PLACED AGAINST THE MET AND SECURED BY Y X 4r ANC ORS T ALL CUT SLOPESSFALLBE 1:1 ORFATTER MAXIMUM SYMBOL __________-____ SYMBOL FEET LONG EXTENDING ACROSS THE TOP OF THE INET AND HELD IN PLACE BY SANDBAGS ORAIMGEARFA:SACRES ,`T g ION ® J Ii ORALTERNATEWEIGMS MAAMUADRAFAGEAREA I ACRE SYMBOL FILTER FABRIC ILII O DROP INLET PROTECTION DETAIL CURB DROP INLET PROTECTION EXCAVATED GRASS OUTLET SEDIMENT TRAP CONCRETE WASH-OUT AREA DETAIL SLOPE STABILIZATION NOTES: LU �Uj z/ 1. EROSION CONTROL BIAN(ETSARE REQUIRED TO BE NSTALLEDONTHE 12 SIDE SLOPES. W Y. 2. THE EROSIONCOMPOLSHALLBE CMLLFRIASMANUFACNRFDBYAMEACAN EXCELSIOR T COMPANY,ARLINGTON,TEXAS(900-77-7045)ORAPPROVED EQUAL. i 3. THE EROSIONCONTROL BLANKETS SHLLLBE NSTALLEDANDANDHOREDAS PER MANUFACTURERS RECOMMENDATION. CC • G cm V. Cm C r •CD 0 C C A 3 t0 .0 W N aZ c m 0 POSTS FARDWOOLTDCFIusFMPE TYPE 0 y� O O ' FENCE-WOVEN WIRE 14.6 GAUGE AE• yr ('MKX.MESHOPENNG FILTER CLOTH-MIRAR 1401 C ^T OR APPROVED ECI AL DISTANCE NECESSARY TOMANTAIN - STRUCTURAL INTEGRITY OF CURTAIN 36'MN FENCE POST ARES(10 MN) Ra - STABILIZED CONSTRUCTION W�CATs O�'No o ENTRANCE NOTES: 1 STONE SIZE-USE 1-4 INCH STONE, EXISTING 04Y EXISTING UNDSTURBEDGRIXM FLTERFABRCWUATION5 )Q PAVEMENT fI.OYY LL FOR WAVE FLUCTlATION OR RECLAIMED OR RECYCLED CONCRETE GROUO g 4T . COAPAOTED BACKFILL UD571ABED SILT FENCE NOTES: VARIES TO ECAVALENT. BCIINIS'RRAWBALES U(E VAX, MESH SPACING) 'X('TREM21 BOTTOM FKNORWEIGHf _ .p^'+;.;;. . . ,,.'...:pr - WITH FILTER CLOTH OVER FEINCE. CA - 2 LENGTH-NOT LESS THAN 50 FEET 1.WOVENWRE FENCE( m C r (EXCEPTLENGTH SINGLE LESS 50 FE ' EXISTNGGRdM ti1I4"t .., ENDED FILTER LMR GF DREDGING I '' WFEREA 30FGOTMNIMUMILENGTH FILTER MOIMABLE BERM T° 2FLIERCUOTHTO BE FASTENED TO WOVEN CLO7H('MM � WIXAD APPLY) CLOTH (OPTIONAL) WITH TIES SPACED EVERY 24'AT TOP AND MIO SECTION IMO(SROlFO PROPD6EDGRdJND ' rsTONEDR PBI Rax PROJECT NO:' 3. THICKNESS-NOT LFSSTWW SK � RECYCLEDCONDRETE - 3.WHEN SECTIONS OFFlLTERCLO1H ADJOIN EAUIOTFER7FEY _ SECTION B•B SHALL BE OVERLAPPED BY SIX INCHES ANI FOLDED. DRAWN BY' " (6)INCHES. STRAW BALE INLET PROTECTION NOTES: TWORIEamG.8TEELPCKE S.. - , - 4. WIDTH-TWELVE(12)FOOT NDS, OR2512'STAKES dINEN /� - �\r ERTICAL 4 MAKM ANCESFKLLBEPERFORMEDASNEEDEDANDMMTERAL UT MINMIM,BUT NOT LESS THAN THE RAI 1 BALE SHALLSEPLACEDAT THE TOE OFA SLOPE ORION THE CONTOUR 2MO GROUND.FIRST FILE REMOVED W14EN SAGES'DEVELOP IN THE SILT FENCE WIDTH AT POINTS WHERE INGRESS OR AID INA ROW WITH ENDSTIGH7LYABUITINOTFEAOACENT BALES. STAKE DRIVEN ATANGLE BEDDING DETAIL SECTION I OCNSTRUCTIONGRADNGLI�R CHECKED BY: EGRESS OCCURS. TWENTYiFDUR(24T TOWARDS PREVIOUSLY LAD WOVEN WIRE FENCE(MIN.14112 ANCHOR 1 EDGE OFWATEROQIPSEL NS FOOT IF SINGLE ENTRANCE TO SITE 2.EACHBBALESHALLBE EMSEODEDWTHESOLAMNIMMMOF4NCHES STRAW BALE.DRIVE STAKES GAUGEMAXI'M:SHSPACING) 3I'MN.FENCE POSTS. I LMR OFSTONE PLACEMF.M DATE: 5. GEOTEOLE-WILL BE RACED ANDP CEDSO THE BINDINGS ARE HORMATAL. FLUSH WffH TOPOFBALE POSTS(TVP') >' DRIVEN 118'MN INTOTE I OVER THE ENTIRE AREA PRIOR TO ''' 30ALE SHALL BESECMRELVANUIOREOINPIACE BY ETHER TWO AXES -' « - GROIMI III I June 22, 2612 PLACING OF STONE OR RE RSORIVENTROUGHTFEBALE THEFRSTSTAKENEACH I SCALE: ''..� •: ;`;i.,..`�•y?.:'+ BALE LLBE ORNBiI IOWAPDTFE PNEVI0115LYlAD BALEATANAN3.E ANGLE FFSTSTAKETOWARD 1 y�"LVUD B iI B j ANDFgRLOCATNINMN.3 No Seale qp I UPLAND OF O HW MAI( WATER-ALL SURFACE 2 O(E7FER STAKES SFWLBE DRNENRAISH 8 SURFACE EXSTING BN.E54 ro THE 4 6 FLIER Y I I 1 RTEDTOWARD J TER FLOWING OR ONE L WA GROUND < WITH RALE. I SHEET TITLE: CONSTRUCTION ENTRANCES SHALL BE •. . .. •;., .• :.",,..:`!.:- :r�.. IN' GABLE WITI ROAN STO S E d B'M 1 ROPE OR . ..I:. .',: Fbx 'T I j HOLD FlLTERFABRIC PIPEDBENEATIIHE ENTRANCE IF PIPING ..7�..:eN''.: 41NSPECrIO1NSFKLLBE FREQUENT AND HEPAR REPIACEAEMSHILLBE IS IMPRACTICAL,AMOUNTABLE BERM ` M1AOE YAS MEF.OED _ WITH S'1SLOPES WILL BE PERMITTED. 12MIN.ORIMTCH "' - CONSTRUCTCNGRAOWGLMR SWPPP ADJACENT ROAD WIDTH S.BALES SHALLBE REMOVED WHEN THEY HAVE SERVEDTHERISERIL3ESS 100 MVI VARIES ANDORT010 7 MAINTENANCE-TRE ENTRANCE SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. - \ BEYOND LIMITS DETAILS SHRILL BE MAINTAINEDWILL INACONDITION PLAN - - - `('PENETRATION INTO WHICH WILL PREVENT TRACKING OR '� -' GROUND o ROWING OF SEDIMENT ONTO PUBLIC SYMBOL ANCHORING DETAIL (SEE SECT04 ELEVATION SYMBOL. PLAN VIEW & NOTES RGHTS-OFALL SEDIMENT SPILLED, ® SYMBOL _ III SYMBOL DROPPED,WASHED OR TRACKED ONTO PUBLIC Rr+TSOF-WAY MUST BE �- REMOVEDIMMEDATELV. STABILIZED CONSTRUCTION ENTRANCE STRAW BALE DIKE DETAIL SILT FENCE DETAIL TURBIDITY CURTAIN DETAIL e WFENWASHNGSREQURED,R NOT TO SCALE NOTTOSCALE NOTTOSCALE SHEET NO: SHALL BE DONE ON AN AREA STABLED APPROVED BY WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. PLANNING BOARI9 8 PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALLBE TOWN OF SOUTHOLD PROVDEOAFTER EACH MIN. I DATE ..7✓/rR7, �013 2 SWPPP I , 3 AL u m ti RAnr w IxAlr caw ��-� „L � n LOADING EKY ARIA Z O n.w�ee o � G � �/� Z KITCHErtI ENTRY i O PAR / 5 � l O Z o 0 KITCHEerne 013 0000 0 WAM o Z Emcc= ==== MAIN LOBBY MAIN Cui OVERED W — ENTRY ® --- ---- O O wamae.8n,b X�41'6' REGEF'TION ❑ mowH � HOSTESS W O WAMA ® �1 Jy W O DaO W NAIQ Q V1 ❑ ® G j -------- --- --- ---- ------------------------ --------- ---- --- -- I I I I I I a DININ6IROOM FLAMM +�+ II II I W I I I I I ------------------ ----------------------- ------------------------ ------------------- --- z I i I i I I I I I I 1 I I I I I I I 1 II 11 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Z• -------------- - I ---- -------- y ¢. J �• o LLI LL 2W. < 00 O O I ST 4E OF NEW YO SII II CD ci �. 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TOILET N ROOM n Ed , i i H.G. TOILET pF NE�y BOOM a 1-p STFF��yj- LOP-La] * 's ti PC 077953 ,�G ❑ ❑ 6�NDIN6ARA SERE A -------AA-66--EE-------- ROJE NO: 1110 KAWN BY: NS KEGKED BY: FIRST FLOOR PLAN t: MAY WEST ELEVATION NORTH ELEVATION SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0' APPROVED PLANNING BOARRDD 1/4" = 1' - 0" SCALE: 1/4" = V -0" SHEET TITLE: TOWN OF SOUTHOLD DATE PLANS & o ELEVATION SHEET NO: 4 SITE PLAN APPROVAL I i PROPOKIND J', .MASHAMOMUCK RON 1 FINILGRADE U -r•X- (5%MAX) AREA SURFACE . . . �F WALL To M BURIED/ CONTINUOUS NO.5 REBAR I2'O.C. BELOW GRADE / V1 18'MII�WATEP CLEANSAND MATERIALS&JOINTS EOUIVALENTTO JJ`�� ATER MAIN OR • ^ BACKFIIL ND 4REBAR M30'o.c. / `v WATER MAIN OF CONSTRUCTION }} SERVICE SEWDING COOR AND Pf�TIGHTNESTEDTO ASSURE WATER BUILDING CONNECTION ,�/ cwERED AUN'DLE ?' TIGHTNESS PRIOR TO BACKFIWNG /y/ WATERPROOF,NOTE4 18'MIN. cDInND NOTE4 I MppUN� MOF ION INSPEOTION REQUIRED n b WALL CORNER REINFORCEMENT DETAIL OLD MAIN ROA _ R SANITARY SYSTEM \ NOT TO SCALE - - HEALTH OEPARTHIE�T \ souTlloLo eAv 10'-0' _ yJIcK �6L8 3-ND5REBAFt 7a - - PROJECT - NOTE: RETAINING WALL DETAIL 2 LocnrloN. FENCE POSTS-SEE ARCHITECTURAL HORRONTKSEPAMSTRE11WEENSEY,ER NOT TO SCALE PLANS FORSPECIFICATIONS LOCATION MAP AND WATER LINEA MUST BE 10 BNM.M �A FMMLGRAOE WATER/SEWER CROSSING DETAIL S \ y2 �`MA ' RETAIINGWALL NOTES. GENERAL NOTES SCALer=6W: -yh ,a�vr-, \ t THE CONTRACTOR IS TOVEAIFY ALL I ALL MATERIALS AND METHODS OF CONSTRUCTION SHILL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF �n -°' IraiTALL 1 iSOVER RAPE OEIlY�! „r� S 'P' MEASIx WWSINT FE1DAN]AW SOU HOLDAWTHESIFFOLKOUMY DEPARTAEMOF HEALTHSERVICESASREIXNRED. re, w INGPOOLSANOMMI CrTO MIO( `� W •`• \ DUSCIEPANCES AAETOREBPOUGFlFTo �/ m I a lb �... � \ ADJUSTABLE LOCKING TYPE CAST HORIZ NO.5RESI,12-OC (SEEI'lIOFIE) 5� 191 /' \ IRON FRAME ANOCOVER THE ATTENTION OF THE ElIDIEER PRIOR 2 EXSTMGCONDTIONS SHOWNION THE PIANS FROM SURVEYDATEDMARCH25,2011 BY HAMS ONSU VEYING ELEVATONS a E%.fO It DEEP:AOD I1G o ,/� A5 TOCONSTRUCTIIXJ I PWLOMAAlAMOIED {�O�p�tJlE� �'" I/: \ \\ PLAN (IO BE WATER DEFT AND INSECT PROOF) ., SHgWN HEREONARE PEFERENCEDTO NGVD 66 DATUM AI•DARE THE RESLLTOFACTWLFELO AEA.+URE6EM. saw (TYP.OF3) EKL VOX437DEP nrtu _ �' t' 2. CONCRETE RETAINING WALLS PROPOSED 49 MANHOLE MAIN LEIIDIMIG POOLS wu - / \ FINISH GRADE MORTAR FROST PROOFING WATER PROFCOATMIG 3 PROPERTY IS PARTIALLY LOCATEDINFLMDZONE AE(EL.a),ZONEXANO ZONE VE-11 AS DETERMINED FROM7IEFLOOD miss _ ;+• NOTE4 ALL CONCRETE 4,000 PSIAFIQI2S DAYS INSURANCE RATEMAP5(FIRM)PAI•ELIF36103Co158H EFFECTIVE DATE SEPTEMBER 25,209. ROI (TYP.OF 111_ �. �� FX DRYYJElli Olp- \ MANHOLE NOTES' •MINIMUM INYINat (STATE ..._ __ INOlTr OA RRA" •.�jy41¢ _ " 25 S 4 E IHFORWATONSHOWNONTHESE PLANS ISCONCEPRNLAND MUST BE _ ^- u P TOOEGRADEOATG%MA[ ' ALL MANHOLES SECTIONS SHALL CONFORM T •ALL REBIRASTMA 15 GRADE THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK _.......- �. -'� .-- _ u rO FTihM EOIE OF IEAOIN012All.EYS 2'MAX /. 0.T INOSITE OC `\ CO ORMEDAORSADVSEO ALL FIELD FAC . ..-...-rrr-...-...-_ -. ��aur -_ _ wrKAOG '� A.S.TM.G47s,LATEST BENSON STANDARD 0 SARIN IS \ CLEAN 3. FMTNGSAFE TO BE NSTALLIDON RELOCATED v mr _ ____-- w CONFORMEOACCOROINGLY IN THE FIELD r rr� ___- WICK'• I' CONCRETE M HSECIONS FOR PRECASTREINFORCEO OF ALLF1BTINGSANSOL. INSTAUEDA eAw.a SPE HEBOTTONG '-n., -°-���.C�� VALVE _ _ •qaB% �FLEAC1110 M]d.W(fI117O ' 01,E CONCRETEMH SECTIONS BACKFIl X55 5. FES VERTIGLSTO BE M1AIMA&IED BETWEEN �• • B'TRAFFIC BEARING SUB � SMD OF ALL FOOTINGS pHEOBE INSTALLEOA -- -- _ - •T flP l CIIrRNG4IM0S MELOWO BE O TO AEETAASW WATER UJS ,STORMNAINAGE ANDOOT FIORQOMALAS ORSTREENIFIES MMMUAOF3 BELOW GRADE IIETAINNG WALL --�- ,@ f `% ALLJm I 2T ITDICATFD OTIIERWSE WATERLINES,STORM DRAINAGE ANODRSANII'ARY LINESORSTRUCTUBES FXOl1YATCTOACCERAOIE (4O?PROFIE) 2 MANHOLE BSER SECTIIXJTO BE FURNISHED IN PROPOSE013 MGALSEPMTAN( z Pwu N° �r �/' r t A� t (f1'R OFA I 'I STEPS ARE TO BE COPOLYMER 1$,3,IXY 1'FEIGMS AS REWIRED 4 SOIL SIDE WALLS AND FOOTINGS ARE TO a THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. 3.170 X S EFF.DEPTH _ a / NEM,4'DC$LFACHMGGALLE� POLYPROPYLENE COATED I2' BE COATED WITH BITUMINOUS FOUNDATION INN 123 1 IM.OF J_ STEEL BARS 1T O.0 3. LOADING TO CONFORM T AASMO FFM LOADING WATERPROOF MATING. W 1 '' \ I 12.O.C. 'r ® z NOS REBARQ iB'OC ] ALL ESAM BLEORD MATERIALDEBRISANDSHALL BE DISPOSED OF NSIBLE OR DISPOSING WITH ALL MCMMY,STATE AND FEDERAL WS, HIV Ml.91 �+ a R+ w 5. WALLS TORE POUREDN ONE CONTINJ0l15 COOESAN)OROININCES.CONTRACTORSHV.UBE RESPONSIBLE FOR DISPOSING OFALL USURABIE MATERIALS OFFSITE. IN OUT IJO li 0 / YDW iNR10LE/4,LOGrical \', OYP,) A ALL CONCRETE ISTD MEET 40mP51Q7s DAY yN �9" 5.NO3 RFR1R POUR WITH NDCONITOL ONTS. DEERS SRALL NDT BE BUREDONSITE EX. LE/LCMWG L.GI ETRAPAID e" \ -1 '0 P i%iir RETAmowniTOMEL Tw OE GWIOE 5. ALL OUTLETS ARE TO BE SETATTHESAAE ' SE CTAWTOBEREROVEDN A, tl w� 'IITMEMOFOIEn PAIUMIGIAeFA[SEErErARMWALLOETAL2I • � S ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRMAGE, .?\ rOPI6MOTED PVCPPERTF4 � JOINT SEALAMTO BE I-BUTYL ELEVATION,01'MINIMUM BELOW INLETS J. ACCINDANCEYAIN THE SCADS STAIaManS m - 1 � ' W ,a / •� � ' TRANSPORT,AND TOALLOW THE STRUCTURE TO WITHSTAND MSWO H-20 LOADING AT THE COVER CONDITIONS SVKKVTION7FE PRWME03TMOALGRFABETRAP ,u 1PAN • "an , (PEMMTRW FACING WM*. RUBBER FOR ALL JOPR5 3d' _I PLANS ""' p0�' BUILDING ran X_ Af"MEtFJIDIL OMIGPODI30 RETAINING WALL DETAIL AT SEPTIC SYSTEM 9. ALL PREG95TS RUCTURESSHALLBEMAMFACT RED WITH/0WPSI/2&D4YSTPENGTI CONCRETE. 170%S FFF.OEPIH wra OI1123 _ fLEON WRIIa=ax SAID AM)axAVEL \ . INV IN 10.35 44'tffl L ( gggBOFA I, `/"9 (SEE IIfi01iEY•. \ NOT TO SCALE 10. SANITARY PIPE TO BE 4'SDRSS PVC ON AS SPECIFIED ON PINTS INOUTlJO OILS TAXMAPa1000NA7{7 S.F.nCEOI� jj5 BUFSTOtEI 1 \ 11. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UIK®AS NECESSARY TO PREVENT THE PIOPERrYI.FLSECTl/EL-, EXISTING RR BW .I]RNEWAY/ 1 CREEx FARr1ER56ryN2 \'"" 48.1.0 TRANSPORTOFSEDIIrEM TO OFF-SITE AREAS,POtDS,DRAINAGE INIETS,ETC.THE METHODS AND MATERIALS EMPLOYED IN TIE LOCATED IN CEUAR c T ,ye 1 '`, l (SEEIF.ASEASiMEOMR \ INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALLCONFORMTO THE NEWYORK GUIDELINES FOR '•(,GOROMALWDFMATK" 5' EROSION AND SEDIMENT CONTROL'. PITGPG6ED.'01rAHlKKE ,' ,. ,1 1 ` , ,Dw TEST HOLE DATA #1 RMI / fL I /11_ / B U 12. ALL BACKFILL SPALL BE SELECT GRANULAR MATERIAL MMPACrEDT0s5%MAXIUMDENBITY AT THE OPTIMUM MOISTURE ( INVNl3 I n0' , 5---- /'1, / 7, "� I - CONTENT,AS DETERMINED BY STANDARD PROCTORTEST, INOUr 9A g, rs _ 1 M °/ DW` a EL=7.9: �I _ DON`T •B• lu ^,� / O.O 13, ALL ADJACENT PROPERTIES WITHIN 1WOF THE SITEARE SERVICED BY PUBLIC WATER 1 B• 1 / MIXED CLAY, LEGEND EXISTING PROPOSED REMOVED 1 PROVIDE NON-SHRINKING= PROPOSED 2"10 SUPS 1 `• ^� 1 n '1 N p GONCRETEIVERT FORMED TO AT MAST OST SEALANT GRAVELANDLOAM 14. A TEST HOLE EXCAVATION MSPECTON TO BE PERFORMED BY THE SCDHS FOR THE WICK HOLE. ! 6 CH 2-tOSP5 !' IWLOPM7RPL 1 { LEI5TTHREEOWRTERSOFTFE ( ) CURBIWALL ',. 2.0 15. WICK HOLES ARE PRIP(19EDT0 BE INSTALLED USING PRECAST CONCRETE CIIRINO RINDS, TFE INSTALLATIONOFADORDNAL • I_ I I 24 © 1�\ ( 1 `/ 1 , f, `� ` � DAMEIEROFTHE PFE 1' DB"~1 4 / I BROWN CLAY(CH) /-� /!� REOIREDONSITE WRING CONSTRUCTION THE ENGINEER TINGAROUND THE EXCAVATION IS NOT AN"ICIPATED.C CONTRACTOR PRESENT DMPL.R�NG TIE EXCAVATKJNOFACT ENGINEER IF ANY�iHERTONKHOLES. 2-13B 5IJPs111 1 ', 1 1 ,1 1 _ ' J-,J ) RING IS De' / I q $ 6.4'(WATER TABLE URYWELL O 1`` i 1� i I + `L 1 1 pW' '� I ,�+ .. ` , CAST IN PLACE FLEXIBLE RIBBER 16 THE SEWAGE DISPOSAL SYSTEM ON THE PROPERTY DOES NOT COMPLY WITH SCDHS STANDARDS ANO EXCESSIVE COSTS MAY BE 'I 12-1G SLIPS I 11'"�B r '� 3y. ELEV.1.5) o I , I ® 19 C1 1 I 1 �1' `A.` a -' , 1 I 6 SLEEVE WITH STAINLESS STEEL STRAPS ^1 INCURRED INTHE FURRE IF REPAIRS ARE NECESSARY DUE TO NOT HAVINGROOM FOR50%EXPANSION.THE SEWAGE DISPOSAL ORFLEXIBIERUBBERMDT SL:PTIC TANK I\ �-/ O O SYSTEM WASAPPROVEDBYTHE SCDHS BOAROOF REVIEW DATED FEBRUARY 1,M13 UNDER SCDHS REF NO:C10.120W0. MONDLITHIC BASE SLAB o o I I 2-13g �_,_� 1 , + I iLE1TOlE„wupx LFaa.,GRooL c O SANITARY FLOW CALCULATIONS: ® TYPICAL DISTRIBUTION MANHOLE , 11 ` 1 DNS N.T.S. WATER IN SANITARY SEWER _ _ _ _ _ e- -. ALLOWABLE SEWAGE FLOW TOTAL SITE: i BROWN CLAY(CH) \ :9 112-10 StIP5 _® DB,` I I MpEBITIBEM9B DRAM GRUNDWATERMANAGEMENT ZONE N SERVICED BY PUBLIC WATER \ .=e 8 I I I 2-t 1 1 II ! 1 1 . `1 • 1 \ FaIECI tnu , STORM SEWER --------- \ -�' ® 1 t (IOMiMUMJMNAOCOMAMCE POPULATION DENSITY EWNALEM1�AC x900GPOlAC. =194GP,D. O D 1I 1 I1 .1 1 1 \D�4 \ :, YMIN11f APPA' F CONTOUR _--_72---- EXISTING SEWAGE DEPSIrY PLOW IPREVICUS 5C@LS APPROVAL REF NO.SISI. 11 `� pWl �1i/'B MrECBeAIMME) FINISHED CAPPEDOi PLUGGED ABLEGA NOTOGIAOE INDOORRESTAURANTSEATING 10G [VSFATXI%SEATS =181MI SUFFOLK 1 ADA 5T sn 1 `\ • �,a "B1` `/ iWML2!-r GRADE MARINA 10GPD5LP x TOTAL SEWAGE 0Y' =2,300GPD t 1 M!r r t \ Guru•f tK 7p PROPERTY LINE I 11 1 A 1 1 66 \ ' WATER IN BROWN \ III ® 1 WICK HOLE WITH POOL FINE TO COARSE � ) \ 1 1 2-10 511P5 © 1 ,� ,My nl 1 �A \ t, ,,.; ADJUST WITH SHALE SAND(SP) EXISTING KITCFENGRAY FLOW -- � -RED MIN.OF TWO \\ n2 _� ! ® Q C N I - r; ;Ars. 76 _ _ _ _ POOIXiPESTAURAMSEATING' 20GPD5EATX10DSEATS =3,600GPo MAY =92013 I ' I ' '\ 1 1 is r 'h�:.^•"�' e'0 PERFORATED PIPE na,; CIXB5ESSMAX OF 157 � >� TEST HOLE BY MCDONAID ® 2-13as>7s 1 I 1� It `De, \\ .`, o ;=� t '-�'� . z5: 4•urERaFsraNE TOTAL EXSTIMGSEWAGEfLOW =S.B000H'O GEOSCIENCE DATED MARCH 15,2D12 Plannn,,CBarrd pYy/., r OW` 1 ratlpoamzaraev MEW GROUNDWATER ENCOUNTEREDAT 5 ee PROPOSED SEWAGE DENSITY FLOW "B"1 `/ r • -"' 1 DWA MASTER OULOW Z BETWEEN MIN BRICKWORK AND S 6.4'BELOW GRADE. Suffolk COUNT Dv of Nealth Services 1 , 10 B 1 r.-, BETWEEN BRICKWORK ATI STRUCTURE lJ'..c1,a11rneOP I�ON�SINDCORRESTAURA�SEATING: 10GPOSEATX345EATSS ef, t;<'O i/ © t q (QOO.FAI A nl forCaNL umfiao-Otho Than Single FaullJ II 17,•10 SIPS '® 1 1 A `I 1 \ rte" 1>p0 MARINA 10 CH'OSLIP X53SLIPS TOTAL SEWAGE FLOW�O =2,300 GPO I 2-133 SPS' \ A, \ CIFA110Uf d .FF.-ELU L` A--' ' 460 SITE PLANE) DEPTH e(MIN CUSS 150 PIPET ) Y 1 e o k' rn Refeerrce No CIO-12- DODO Design Flow 'I AS REWIRED) 4'DAiusp. ./5•SEND I -] ® C= 11 1 11 6 ' Z ' ' WITHRAINEND TEST HOLE DATA #2 T,�(3, Mixed ow EYIST114G KITCIENGPAY FLOW 2-130 sPSll 1 I _ DW L J� \ AND MECHANICAL Thele glens have been reviewed for general conformance with Sutfolr I INDOOR ORRESTAUMNTSEATINIG. 20GPD)SEATX440SEATS =2,B2JGPD P B" \ .DIMFITTING(D.IP.) INDOOt RARSEATIND' 5GPDSLIP X SUPSS = I]OGPD i ' 'l11 1 1 EL=70.0 Count) DOCKMASTERSHOWERS: SCPDBupxSosups zSocPo PROPOSED WICK HOLE / I I 41 Q7 1 'AAI 1 0.0 and sewage disposal. Regardless of any omissions,inconsistenws Or lack TOTAL KNCHEN,GRAY ROW' =3,310 GPD i , MIXED SAND,LOAM of devil,construction is required to be in accordance with Ore attached STORAGE VOLUME I0 / I, © 11111 t 1i 1 I 4x4x4'WYE BRANCH BDEBRIS(SC) pennilconditions and applicable standards unless specifically waived bt TOTALE%SnNGSEWAGE FLOW =56a CFD DW / Y \,� .•,I I WITH MECHANICAL JOINT 5.0' the Dbpartment. This approval expires 3 years front the approval date, TOTAL EXISTING SEWAGE FLOW=5,940 GPD 2163¢175 U,, "B.l `' I FITTINGS ID.I.P.) GREY CLAYEY unleasextendedurrenewc:4. DEPTHOFSTORACf ABOVE WICK' 2-,Daws ci� 11 !;! �',' PROPOSED SEWAGE DISPOSAL SYSTEM SAND(SC) MAY 0 3 2013 4,,,` �• � TOP OF LEACHING GALLEY EL.8.5 `I r j I 7.5'(WATER TABLE PROPWEDOESIGN CAPACITY SEPTIC TAN( HONE ST EXPECTED(GROUNDWATER EL25 FLOW V.2.5) Approval Dale Reviewer PROPOSED FLOW RATE 5,640 GPD DESIGN2 DAY STORAGE=11,780 GALLONS VOLUJEOFWICN' B.0 I I i 1 11 .111 I A FLU ------ -_ - USE3-120X8 EFF.OEPTHS.T.- 1 , GK ,33 CF/Fi X7.48 FLNND ZNNL A I�EL�/ �_ 1 'iA ----- - ------------- 4 ,.. ..... _ O GAL/CF 5111 GALIFT iI FLOW 4'MIN OA 4'MIN OA WATER IN APPROVED IPI AG OF 3sao (100-O.eTY%3142// e0 I I � - --- CLAYEY SAND(SC) "'7F•OrAh'�"r 1•t%ITiI G^F.['] VMVNs ��' 1 GREASE TRAPOESIGN N _ y, © 2-10 1 �Ii I `AA Bn REVIEW DETERMINATION L'Iu['Jr�_0 � i 20i� KITCHEN FLOW=3,340GPD STORAGE PROVIDED: 1111 TYPICAL SANITARY HOUSE CONNECTION USELI2O%5'EFF DEPTHG.T.=3,750 GAL2 WICKS X B DEEP X 511.1 GAL/FT=6,133 GK I SUBJECT TO COVENANTS&RESTRICTIONS LIBER Dr 7 7 2-10 �' 0 1 `I '+ i ,L CLEAN-OUT DETAIL WATER IN PAGE 717 _ LEACHINGPO1.5GPDN' ,DAM `/ I LEACHING 1111.5 DESGNFi=5,610 GPD 115 GPD50 FT =3,7905F 6,133GKLONS>5,610GALLONS =,41GGAL j NOT TO SCALE BROWN CLAY(CH) "+ B'0%3 N2=75.1350 R/PML 1 VMVNS IA '; 1;, 1 6 TAI`\ II WATER LINE(S) MUST BE INSPECTED BY THE -, 70OX3.112=3U250 FT1RML 2,,gU im A R'OLEACHINGPOOLCAPACITY: SUFFOLK COUNTY DEPT. OF HEALTH SERVICES' 'Am{� j 0 i / ', A, `A i I \ ` I LINT , n0 71 if USE EX II-8.OX43TDEEP UPS-46.1 VF X25.13=1,21ATSF _ __ CALL 852-5754, 48 HOURS IN ADVANCE, 3I18H3 SCDHS COMMENTS _._ sB7 GALLEYS REQUIRED. tea• % ,r ; ! - - - - - - - PUMP STATION BUOYANCY CALCULATIONS: WATER PALE To SCHEDULE INSPECTION S . n BUX;pVX4ILECA�PHION LEY-IWOSF/GALLEY 12/11112 SCDHS TESTHOCOMMENTS ED ry� BROWN FINE � '+ <r✓ 3,780SOFT-1,209=2,551 SO FT/106 SF MALLEY=24.1 GALLEYS 12111112 NEW TESTHOLE DATA W rB. _"-- ' .+ 1 'A J _ HIGHEST EXPECTED GROUNDWATER ELEV. =2.50 SAND(SP) IRT LL� L USE NEW 25-BBX475x4'IEACHING GALLEYS=25G4UEY5>24.1 GALLEYS 741912 SCDHS COMMENTS ..a BOTTOM_yam-- ` ` �\ I r µ BOTTOM OFSEPTIC TANK ELEV. =0.65 56 ENGINEER'S CERTIFICATION REQUIRED• w tVt4/12 DOTISCDHS COMMENTS Ci OW r- ---- TEST HOLE BY MCDONALD SUBMIT P.E. OR R.A, CCRTIFICATIONG 3,]BOGSF % 50=7,BBfISPEXPANSION/109g SF/ft4LLEY=17.]G41E1'S REVISIONS Da B /� TOTAL BUOYANT FORCE: GEOSCIENCE DATED OCTO�R18,2012 FOR INSTALLATION AND CONDTRUC m USE 18-BOX475X4'LFAMIWO UEYS=I8GALLEY9>1].7GMIIEYs npX3.233a X(25-0.85)X82.4 PGF=-947#x1.5=1,421# GROUNDWATER ENCOUNTERED AT 7.5 OFP r++}roe Licks .•d s,m/�M" sY 1e PO EXPANSION POOLS NOT SHONNONTHESITE PLAN SINCE TFEYCAN40T FIT .<<(.�a. NFw` RESIST FORCE: BELOW GRADE. FOR FINAL APPROVAL. DIE TOTHE SITE CONSTRAINS. �Q• �NJ•OOry� 0 CONCRETE REQUIRED:1,421#1150 PCF=9.5 CF pv BATHROOM ANDSFIOWERS AND 2ND FLOOROFFICE SPACEARE FOR DOCKMASTER 7` PROVIDE 9.5 CF OF CONCRETE=150 PCFX9.5 CF=1,425#>1,421# F.nCAVATIDN INSPECTION REQUIREDL AND BOATSUPS/M4RINAON.YANDARE NOTOPENTOTHE PUBLIC. * O* / SITE DATA B H SANITARY SYSTEA4 Pam encase edbyconeoSan Education Lear,Pride 1 ,Sectni709,. 11 rse iseem union song b� `j / :'-- ='� Ft-� any lbm In any way.Iln,1em beesn0 ee]and Moll EEnginw,Amhlbd,a last QQ P she dadnndallmneea Pmkwonal ENImr,AmlW,wUne surMar, rJ'Ky, s V - .-Z s'" SCTM# 1000S6-D7-02 ' Surveyw Sanetnh allerest 11 startlonEn0laeer, followed Laneftw win aheR affix to P\' PROPERTY: 643W RAIN 25 IModsuc alwaloON noaOan'AlkredbY Mbrretlty hlwMrsunebre led the _ WICK HOLE TIE DISTANCES: ADDRESS paanporL NY 11944 S.C.T.M.DIST.1000SEC.56 BLK.07 LOT 02 dek MSlch albm5an,entla apeNfictlwaptin oTtlw albrelan WICK n T2 OWNER: MILL CREEK PARTNERS,LLC P� MILL CREEK INN AND MARINA 'sTre'- �!` 8 / w, 54s fi19 SITE: 142,441SO.FT.=3.27ACRES(1.65ACRESUPLAND) Condon Engineering P.C. W2 585 5/9 ZONING: M4I Scele.ASSHOWN f 64,300 MAIN ROAD (NYS 25) ?`GO \ OWNER/APPLICANT: Drawn by. 1755SigewYork11bee Road SOUTHOLD, NY OF Ma1tiWdL,New York 11952 /� SITE PLAN MILL CREEK PARTNERS,LLC. (631)298.1986(631)298.1986 fax �) P.O.BOX 326 Data.612012 SANITARY PLAN L CUTCHOGUE,NY 11935 YYWW'WTIdODBTIJRIBBrI°g'�1° SCALE: I'=40-0' I F F.13M HEAVY DUTY AND LOCKING CAST WON COVERTO GRAD HEAVY DUTY AND LOCKING CAST IRON COVER TO GRAD TRAFFIC BEARING SUB GRADE EL 123 TRAFFIC BEARING SLAB GRADE EL 123 WLIPE FROM GREASE TRAP 24 PrrCHI/41NCHPERFOOT 2g• 6-WC WASTE LINE PITCH INCH PER FOOT W PVC WASTE LINE 6' FLOW LINE PRC1114 INCH PER FOOT IN✓EL 1055 IN✓EL 10.35 10' TO SEPTIC TANK ITMIN INV EL 98 INV EL 96 ? - INV EL 1785 4' SW zo so a � 10 MIN MONOLITHIC UNIT 4, ITIS MIN) 17 DWMETER HIGHEST EXPECTED GROUNDWATER — — — _ — — — —ELEVATION(EL 25) PROPOSED PRECAST GREASE TRAP DETAIL HEAVY DUTY AND LOCKING HEAVY DUTY AND LOCKING HEAVY DUTY AND LOCKING WAVY DUTY AND LOCKING HEAVYDUTYANDLOG(ING CAST IRON COVER TOGRADE CASTgRONCOVERTOGRAD CAST IRON COVER TO GRAD CAST IRO4COVERTO GRAD 3'MOL CO6AROFCLEAN CART IRON COVERTO GRADE MORTAR FROST PROOF IPG MORTAR FROST PROOFING MORTAR FROST PROOFING HEAVY DUTY AND LOCKING SANDANDGRAVELAROUD CAST IRONCOVERTO GRAD GRADE EL 120 LEACHING PODS MORTA0.FROST PROOFING Y4' TRAFFIC BEARING SUB TRAFFIC BEARING SUB TRAFFIC BEARING SUB MORTAR MOST PROOFING GRAD EL.11.0 25 MAX 25 M1X x 5 ARPG BUB FIC BEARING SUB GRAD EL 70.5 p,5 MAX 25'MAX 6'PVC WASTE LIFE TRAFFIC SLAB GARDE EL 10.0 2e MAX 24, 29 MAX P4. 29 MAX. 24' N GRADE EL 9.7 GRADE 95 GRADE EL 97 PITCHX INCH PER FOOT IM/EL BB IN✓EI_fl1 85 raauNralgl 65' raouuuasrox 85' rcpwtRAlpx 65' rauuurATpxera 656.5' raaviw*ywFaE 85' INVEL BB 4' Y-0'MIN. Y-0-MIN. 2-0'MIN 2-0'MIN. 24Y MIN 2-0'MIN. Y-0'MIN 317(BMW) BOT EL.4.5 BOT.EL.45 BOT EL.45 BOT.EL 45 BOT.EL 4.5 BOT EL.45 BOT.EL 45 BOT.EL 4.5 1170 XB DEEP 4' C LEACHIN AT WPICkCO`, ��, --•`E . . �"."�"'e -T.?�*r+_;'�..T'r-f.,�'_"r,.^"> . 'a-.+..,^..w. , `„+t..4 „ Z -�'• r,:Y`.`y=..ro++r .Y*u'-,' . +.+!--nr . . . .,^,.�_ t ,v..r�.-� _r'r..: ;: •i•� - 5 z o HIGHEST EC(PECTEDCAONDWATER '•.rte— .�'•+:'. ,, . ,•_+.- ,�`+4.- %-4.. ,+K-�.. •,+�+.. V-:,..r ' . . . . Tr�� t�'.• '' .4--�..-,+�� r::-L.' � .. :, ,'.•=•�+�" ._'� .u.r-':-i-xh.' .�L'.�. �'��-', •:._:.ac'.,r�. l=i= .... � '? ,',.: •'.. ELEVATION lEL251 \ \r\�r\�r/\�\r\�/r\�r\�r\�r/\�r\�•/r\�r/\�\r\�/r\�i\�\r\�r/\�r\�r\�r/\�\r\�/r\�r\�\r\�r\�r\�r\�r/\�\r\�/r\�r\�\r\�r\�r\�r\�r/\�\r\�/r\ /\ / / / /\ / / / / / / r / r�r\�/ . . .. . .. . .. . . — o 6'0 PERFDRATEDPVC PIPE WITH CLEANSANDANDGRAVEL 1'MIN TOi PIPE BEAEATHLEACI KING POOLS ALL LEACHING POOLS SHALL BE PLACED IN ACCEPTABLE LEACHING PEREOPAOONEACH WICK AND 1'UYEROFGRAVEL SOLSASAPPROVEOBYTHESCDHS. EXCAVATIONISTOD rc INTERCONNECTEDTO EACH WICK AND CONTINUED A MINIMUM OF B-0'INTO SUITABLE MATERwLAID a BENEATH GALLEYSAS S7DWN 014 TPERUN BACKFILLED AS DETAILED. CUTTING RINGS MAY BE REQUIRED PROPOSED LEACHING PROPOSED LEACHING PROPOSED LEACHING PROPOSED LEACHING PROPOSED LEACHING GALLEY DETAIL GALLEY DETAIL GALLEY DETAIL GALLEY DETAIL GALLEY DETAIL WICK HOLE MILTED APPROXIMATE WITH CLEAN SAIDAPD LOCATION OF SANITARY SEPTIC SYSTEM PROFILE (LEACHING GALLEYS) G� �`RYP O 2' ACCEPTABLE 120 PRECAST CONCRETE LEACHINGSOIIS NOT TO SCALE CUTTING RINGS j (50 BELOW EXISTING GRADE) ACCEPTABLE LEACHING SOILS INSTALL DUMMY RINGS OR DOAE AS NECESSARY TOBRWG ATEBT NO ae PERFATION MORTAR MOST PROOFING PROPOBEOSTRUCIURETO ITHE SCOW TOREill VACKROBY TRAFFIC BEARING BLAB CAST]R NCANDLOCKING GRADE THE SCOW FOR EACN WICK ROLE CAST IRON COVER TOGRADE F.F.13.W 26M. 25 MWx Exfi'OCROBSDVER PPE FEAV Y OUTI'ANO LOCIRING trGEL GRADE EL 123 CART IRO2.71ERTOGi D TRAFFIC BEARMGSIAB MEAVYl1l11YAMD LOCKNG CAST IRON COVER TO GRAD GMDEL.120 25-MAX. MORTAR F0.0ST PROOFING 23 70 MIN. 4 RIM112 RIM112aV RIM 11.1x RIMlll1b 2D ?PLCLyTRAFFIC BEARING BIAS LOWUIE Flow LITE P�X�+�T x4• xA• 24' 24•117 P6L 6'PJC WASTE LPEIDDT V'IN - cI IIMIEL9SINV EL 9352RMAX PITCH x INCH PER FOOTCOf1AR xm INV EL B.BS 920' e. x0' 20' B, 20' ". ++I4'SANITARY WABTE PIPE PITCH Il NCH PER � 45'MIN ^JFOOT FROM BUILDING,AI•D SANRARYAMMKKE INJ EL 176 mF NEW B'O WCPIPEPRmmun Gnad6-SANITARY WASTE PIPE PITCH 1S INCH PER 4 INVEL 88 FOOTFROMGREASETRAP INV EL 85 L3)B'OCROSSOVER NEWO'OPREGNSTSANRARY BOT EL.45 BOT EL 45 -� BOT.EL.45TO WICK FDLE 4DC . . .. . .q .Tii:E}1111111:Pi:Piiiiiiiiiii: iPIPES®20 MANHOLE(SEE DETAIL SHEET 1) 1YPAA+. .�.�::::::::::::::::::•:::::::. SERVICES >:�:::;;:�; : ns:;;;::::;::x::;::rrr:;:sr:;s;;;;;:: ::x;:::r.:n.::;::::::r::>::. SUFFOLK COUNTY DEPARTMENT OF HEAL 8'M S w ST CTED GROUNDWATER HIGHEST E%V ............ 12 DIAMETER 12014MElER ELEVATION(EL25) APPROVER170 .................. iTO NEW e'CONCRETE SLABWIIH fiX8 W201('W20 WfrH CL —ANDGDAPO BACKFILLED YMIN NEWICK HOLES PB'EIREDIF X COSSOVERAIN REFERENCE NUMBER' � — WWMOVERACOWACTEDSUBGRAD WITH TOGR UDANDGRAVEL TO 11) TOWICKHOLES(NOTF REQUIRED IF EX CROSSOVER 7 MIN TO GROUNDWATER(TYP OF 171 PIPER ARE WITHIN BOF BOTTOADPOOL) SEE DRAWING# OF 3 FOR SPECIAL CONDITIONS PROPOSED QUADRUPLE PRECAST SEPTIC TANK DETAIL EXISTING LEACHING EXISTING LEACHING EXISTING LEACHING EXISTING LEACHING POOL DETAIL POOL DETAIL POOL DETAIL POOL DETAIL REVIEWER'S INITIALS: a a SANITARY SEPTIC SYSTEM PROFILE (EXISTING LEACHING POOLS) a 3)8'0CRO5SOVER d C NDTTOSCALE d d PFES Q20'O.C. O' NEW B SANRARY WASTE PIPE / PITCH LB INCH PER FOOT d� 12=6DEE1R4,500 / ' 1 GAL.SE 189'ANK a 4 <4 4'SANITARY WASTE PIPE PITCH IN NEW 6-SANITARY WASTE PIPE PITCH 1A INCH PER FOOT TO INCH PER FOOT FROM BUILDING d d AND SANITARY MANHOLE DISTRIBUTION LEACHING POOL d a 6-SANITARY WASTE PIPE PITCH IM APD LEACHB4G GALLEYB a d, d d INCH PER FOOT FROM GREASE TRAP a 1 GAL.SE BIC TAW p d GAL.SEPTIC TAN( d QO Q d d a a NEW 4810 PRECAST SANITARY HANDLE a ' (SEE DETAILSMEEr 71 d a ° Health Department Approval Stamp GRAD EL.123 e'PVC WASTE LINE lzexs OEE��pp-4,500 3118113 SCDHS COMMENTS PITCH 114 INCH PER FOOT O GAL.ELF r;LANA Q' 2118113 SCDHS COMMENTS TOSEPTIC TANK 12/11/12 NEW TESTHOLE DATA ElOEWRENEBERIESDIH152EECR)RIM16115112 COMMENTS T IN✓EL.9A (ROBEINSTALLED NACWROANCEWm1 TTHETPN EL. 96 d a� d REVISIONS MANIIFACIIIRES SPECIFICATIONS) NEW 41710 PRECAST SANITARY Q � DOCK MASTER BUILDING-F F EL B 2 MANHOLE(SEE DETAIL SHEET 1) GRAD EL 80 .a pF c d d a 3.cc\ Y 11N'SANRARY FORCE TAW NOTE r' hQ' ,rtA 3'C[;:VO'•) NEW 4'SANRARY WASTE PTFE NEW B'CONCRETE SUB WIIHflXB GO ��. . AT FRONT OF BU 1 SLOPE PIPE EVE PITCH 114 INCH PER FOOT (P2CSCHl0PPE)� PLY UP INCLIPBUILDINGT W20)Mb WWM OVER A COMPACTED ,y 2 RUN PIPE AT A FLAT SLOPE FROM THE PUMP STATION * v SUBCM' D Plenaare prepretlb,•Cantlon En9lnmrnlg,P.C. 111s avidehon oTllre Nsw Yolk r I TOTMEPRONTOFTIEMAINEUIDMG SME Edumbon Law,ADde 145,Section 7209 br any eeuwl unless ecdng under n, PROPOSED TRIPLE PRECAST SEPTIC TANK PLAN ftcichonofalkansedProfesslomlEngamr,Amhitwl,orLand Sumloallar IN✓EL 45. eirylleminen)xay,Ifanilamheenngtlle aealofen EngmeerArchrW,or Land IWEL08 NOTr TOSCALE Pti r INV EL 375a : '• HKiEBT EXPECTED¢RIXlDWATER (WhM o°IllaW alltaW 'Alwr,Ardlb or LeMBurreywshallaBstbNe 'cg) ,y m ELEVATION(EL.25) Try slp — — — — — — — — — — S.C.T.M.DIST.1000 SEC.568LI(.07 LOT@ Ilnn hpNRf seelarM tlro rwlation'Alteretlby fdweW hISRXf news ardlhe L _ — tlaN of suds el6iatlam,antle spxife tldaphon of Ne albmGon 617 PROVIDEBbGF CONCI&IT Condon Engineering, PCMILL CREEK INN AND MARINA ANGDRFORRAJAW SANITARY SEPTIC SYSTEM PROFILE SmCg, . . Ie:NT.S 64,3()S MAIN ROAD (NYS 25) 1755 SigstNSe Road SOUTHOLD, NY NOT TO SCALE Dram by JJC MaWhi&, New York 11952 OF Dale:8114 012 (631)29&1986(631)298-1986 fax f� www.condowgineWng,00m SANITARY PROFILES L I BASS > poKIA WP°` IN�TAL\NEW SSRO OVER PIPE BETWEEN END CURB Sial i ASPHALT IASIININ SIM �tEA� INH G POOLS AND CON CT TO WICK Tc 6.3tIss slat aIV ( TC 8.7 BC . . B�\/' 69op12�, o EX. 8'0 X 5' DEEP LEACHING SEE PROFILES \ R' S�, aw C 8.53 0 BC 8.2poSvua I S 15 9 / amPr� r ]KIT I POOL TO BE ABANDONED BC 8.03 �U(E 251 TWIT . • > P. OF 3 EX. 8'O X 4.37' P R TC 8.90 (TYP. ) TW 1D.0 PROPOSEDVO MANHOLE MAIN LEACHING POOLS BW9.0 BIC RIM 12.0 BEGIN CURB I TC 8.1 TC (TYP. OF 11) 7W 10.9 C 8.9 91 / q�Gl/ INV IN 8.8 TC 7.4t (STATE BC 7.6 7 _ _ BBB __ _ - BW EX. DRYWELLS TO B��' RELOCATED IN OUT 8.6 BC 7.at TW 11.2 p VAlE0.PAIN IAPPROr I. • -n Sp N2 Tw 9 a,7 PARKING AREA TO BE GRADED AT 5% MAX. (�OR n 5.H -z•xr ` 9 20 FROM ED69 OF LEACHING GALLEYS (TY0,.) Oti7Wl @91 VINE EPdA' SI r err, -- ------- 5� IIIO � W'A \ n HOU vxvF eW� �t' - �c ' ---------- ------ --- - -- -'C� � � � 9 � WICK', � I, PROS CONCRETE ""`a0 ------- -- -- --- 9.5 0'O X w DEEP LEACHING POOL W4i'H 12'0 SI 2• L4 819 ' VALVE �o ` � L A� _, t a "' 1 - 9 - tl A" C!(TTING'RINGS BELOW TO BE INSTALLED TO RETAINING WALL � _ o- � � $ SI aa�r � / STx ARIA TW 10.5 ; �' \ � Y' ` sn pW"A" Eble' EXCAVATE TO ACCEPTABLE SOIL EE PROFILE Swill w I MIN. 6 nr J � .�O O `9.5 ° + (TYP. OF 2) ( ) PROPOSED 13500 GAL. SEPTIC TANK z I u� 3 - 12'O X 6' EFF. DEPTH �'i a.6 s 1 3• ,fa S y0 1 6g NEW,,' DEEP LEACHING GALLEY RIM 12.3 No "' ' c,i M. 123 s ray ` 1 0 - INV IN 9.35 w c dLr zi , o ° IN s Q e` `, ,a 1 b I ° a. +es 1 (TYP. pF 25) IN OUT 8.85 i i1�+ ° - ' TESTHOLE#!2 LOCATION \ EX. LEACHING POOL, GREASE TRAP AND I �6 u 1 ° s ' _ ° I / �DW ° _ es _ \ / "B" PROROSED''18" HIGH RETAININ9 WALL TO BE LOCATED BELOW GFL SEPTIC TANK TO BE REMOVED IN tl K Rl I /s o �' �'A' w8.Dt WITI.17HE PROPOSED PARKING AREA (SEE RETAINING WALL DETAI ACCORDANCE WITH THE SCHDS STANDARDS I _ _ - = - :o ° ,IaG' 'g321Imlto H � 0 P IV ( 6" ERFORATED PVC PIPE (TYP.) \ PROPOSED 3,750 GAL. GREASE TRAP 2-ST Ry RAM E 10'MIN. 1 �,,, a w. (PERFpRAT16NS FACING DOWN \ Tw 10.5 �°° EXISTI ,.A' 1� , D Tw est 1 12'0 X 5 EFF. DEPTH BUILDING 1 �. IA / Bw 8.5t [ AREA BENEATH LEACHING POOLS TO \ \ RIM 12.3 BW z5 E IR ' BLDG - 'N? I ( ESTAURAN „ FILLED IN WItH CLEAN SAND AND GRAVEL \ INV IN 10.35 4,,4" E 8 8,989 G.F.A ''' OIL & /'B" (SEE PROFILE}., IN OUT 9.85 ar CL. 2, 6 S.F. DECK&L ERRACE za `I07' gLUESTONE I TAX MAP# 1000-56-07-4.1 ' a FIN FI ST FLOOR = z 1 1 EXISTING RPZ F - Ca RIVEWAY I PROPERTY LEASED BY MIL4 LOCATED IN CELLAR o z " p` cis+ I \ 1 CREEK PARTNERS 511/12 J z_ 1 v (SEE LEASE AGREEMENT FOR 1 p _ ' `-1 DW 'ADDITIONAL INFORMATION) / PROPOSED 4'0 MANHOLE ? ( I / RIM 12.3 0 EL. 0 , B d INV IN 9.8 IN OUT 9.6 D W`1 I m / 92013 PROPOSED 22 I I I \ 1 1 `` / MAY i 23 1p 1 1 1 m� 2. SLIPS WILKINS MODEL ° 2 - 10' SLIPS 24!° 975XL 11/2- RPZ � 21 \ 1 , I 1 / 1 ^ " 1 11 / 0 9 \' / > ° I � � D W'1 1 I /' Oo9 d II I I I IJ - J ° 25 2D 1 1 1 : 1 a 1 "B" 1 - v SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES _ / / 1 �� APPROVED DW / O yd ° I - - -/ ° 2- 13.5' SLdPSI II III 1 � 1 / B �c � -1 „ „ 2 _ 10' SIPS 1`1 1 `AI 1 / ', REFERENCE NUMBER: d0- 12-°do 9 I I o 2 IISEE DRAWING# OF FOR SPECIAL CONDITIONS F- 0o Im 0 > IN.) REVIEWER'S INITIALS: : til I 27 SI I , I p' io 1N 1 1 1 1I 18 2 - 13.5 SLIP 11 CP l0 1 1 G) o I I I 11 2- %5`jSLIPS I 1 z =r ° > :I III - I C - _ 1 I �\ �0 1 Z WI i )DWI 1 TESTHOLE #1 LOCATION _ X I - ° I � ° III' I ice\ �' �/ 1 z d 11 1 2- 10' SL)PS aO 1 I1 m IT \ �/ DW \ o I , I I I - 3U 16 2- 13 , �p III li i 1 N 1 -1 v "B" 1 1 !' EIONE EXTREME SERIES DH152 0 o I - °0 ° P \ 1 I 1 1 R7 1 1 EJECTOR UNIT \ O „ �I I 15 I ' `, , 1 , 13 1 (TO BE INSTALLED IN ACCORDANCE V I I 31 1 11'1 I 1 m 1 i D'A x '': WITH THE MANUFACTURES 1 / \� rl 2 - 10' SLFrS ° 32 ° _ DW1 B A o SPECIFICATIONS) \ � 1 :I � .q N 1 „B„ � �-, m o yNV IN 3,25 -4" \ m• - I ° 2 . L�.S ' I I / 1 ? 0 1 INV OUT 4.5 . 1 114" ° Health Department Approval Stamp 13 13 1 1 1 11 o m 1 ° 0 1 , I i 1 to 2- 10' SLIPS 0 ED o 11 RECEIVED 2118113 SCDHS COMMENTS C ' I1 A 1 1 1 MAR 04 2013 REVISIONS EN-Sy I I I 0 ° 2- 1SLI S 3.5 11 /� DW 1 ` BUFF.CO.HEALTH SERVICES \ I I 12 _ 1D' SLIPS ° O III ° I 1 ` „ » OFFICE OF WASTEWATER MGT. ° _ / 1- PROPOSED 2-STORY NEW ° „ W , 11 1 T, Plane,ainapamd NY Contlon Entllo",k°,P.C. Itbavid.don afMNaw York f -\ D B„ � / StateEtluaalontaw,kW. 145,S.W.7209,fora \I 1 1 -� g 1 DOC)( MASTER BUILDING the dimdbnofalknaed PmWAim YEnglnearAmhbd,o LaM Su eyabelie nyf C 791z�3 10 1 1 KF. G.F.A.) SonayoThem risaitnowd,fte�E�, A bdoEL.� rorrewi'a bM FpgOF IONP�� 1,!10' SLIPS ° 2. 13.5 SLIPS 1 1 II \ CLEANOUT 1 1 1 d . ,F.F. 8 EL. 8.2 Aern ofsuc aft andlhe mlalkn•A&dmc follaof by hYNardpnaWm aM the Ess S.C.T.M.DIST.1000 SEC.S6 BLK 07 LOT 02 daledsuch albmtloro,ansa ePeclAa desMphon of No alleulkn. MILL CREEK INN AND MARINA Condon Engineering, P.C. 1 2a 64,300 MAIN ROAD (NYS 25) Drawn by:JJC 1755 Sigsbee Road SOUTHOLD, NY MaDit ek, New York 11952 OF Dale: 12111Y1012 (631)298-1986(631)298-1986 fax www.condonengineering.com SANITARY PLAN MAILING ADDRESS: PLANNING BOARD MEMBERS "QF SU(/Ty P.O.Box 1179 DONALD J.WILCENSKI �Q� ®l0 Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS cis Town Hall Annex PIERCE RAFFERTY ® app 54375 State Route 25 JAMES H.RICH III ®�� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR CQUNry�� Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 10, 2015 Ms. Nancy Steelman c/o Samuels & Steelman 25235 Main Road Cutchogue, NY 11935 Re: Approved Site Plan for Mill Creek Inn & Marina Located at 64300 NYS Rt. 25, 424' west of Dolphin Drive, Greenport SCTM#1000-56-7-2 Zoning District: M-II Dear Ms. Steelman: The Planning Board has found that the requirements of the above-referenced Site Plan have been completed based on the site inspection made August 4, 2015. The site is now in conformance with the approved Site Plan entitled "The Mill Creek Inn & Marina", dated March 2, 2012 and last revised March 20, 2013, prepared by Samuels & Steelman Architects and the approved revised Site Plan entitled "Site Plan Revised", prepared by "Samuels & Steelman dated December 15, 2014. This letter does not condone any changes from the approved Site Plan and from approvals permitted by other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office at 631-765-1938. Very truly yours, Donald J. Wilcenski Chairman cc: , Michael Verity, Chief Building Inspector Jamie Richter, Town Engineering Inspector _ pp D65, HL, i, (3c Submission Without a Cover Letter D E C E � V E JUL 3,,0 2015 Southold Town Sender: 4:::IAq U , L by vgeA,- Planning Board Subject: WV k l ateAL_ � Cr Y1 4-' �-k SCTM#: 1000 - 5 (-Q Date: "`-7 16 o ,1 1 J Comments: ® fJ E C. NOTICE OF COMMENCEMENT OF CON 'UCTION RcfU-6N THIS FORM TO.COMPLIANCE Or Fax to- 631-444-0297 Bureau of Habitat-TW 50 Circle Road Stony Brook, NY 11790-3409 - PERMIT NUMBER: EXPIRATION DATE: PERMITTEE NAME&PROJECT ADDRESS: CONTRACTOR NAME&ADDRESS TELEPHONE. Dear Sir �r r, Pursuant to the special conditions eby notified that the authorized activity shall commence on . We certify that nd approved plans and fully understand the authorized project and all permit conditions. We have inspe the project as described in the permit and as depicted on the approved plans. We can do so in d permit conditions.The permit,permit sign, and approved plans will be available at the site for inspecti tion No 1. (Both signatures required) PERMITEE: DATE CONTRACTOR: DATE THIS NOTICE MUST BE SENT TO THE ABOVE ADDRESS AT LEAST TWO DAYS PRIOR TO COMMENCEMENT OF THE PROJECT AND/OR ANY ASSOCIATED ACTIVITIES .FAILURE TO RETURN THIS NOTICE, POST THE PERMIT SIGN, OR HAVE THE PERMIT AND APPROVED PLANS AVAILABLE AT THE WORK SITE FOR THE DURATION OF THE PROJECT MAY SUBJECT THE PERMITTEE AND/OR CONTRACTOR TO APPLICABLE SANCTIONS AND PENALTIES FOR NON-COMPLIANCE WITH PERMIT CONDITIONS Cut along this line X X X X X X X NOTICE OF COMPLETION OF CONSTRUCTION RETURN THIS FORM TO COMPLIANCE Or Fax to. 631-444-0297 Bureau of Habitat-TW 50 Circle Road gamma Stony Brook, NY 11790-3409 ®o® 4 1 % 110L 11 PERMIT NUMBER �' °' � EXPIRATION DATE: PERMITTEE NAME&PROJECT ADDRESS: T1 cyak JLAV1 3SIT 0 y ma Ima'14 ) k S' 01- T V CTRA 6X Sites TELEPHONE. lCtly Pursuant to special conditions of the referenced permit,you are hereby notified that the authorized activity was completed on We have fully complied with the terms and conditions of the permit and approved plans (Both signatures requi ed) PERMITEE. DATE CONTRACTOR �' ���� DATE l 0" THIS NOTICE, WITH PHOTOGRAPHS OF THE COMPLETED WORK AND/OR A COMPLETED SURVEY, AS APPROPRIATE. MUST BE SENT TO THE ABOVE ADDRESS WITHIN 30 DAYS OF COMPLETION OF THE PROJECT. Per Lcura 3+ar wc, have- Cornpfe-Fec4 OUe *he 5a6mi55son this Peperwork— ,4Gmail-RE: Status of DOT H Olhway Work Permit(HWP)20141047594 Page 3 of 3 Just following up with you to make sure that we have completed our requirements for this permit. If so, do we need to fill out any paperwork to have our deposit returned? Thank you for your time, Ruth Metcalf Burger Construction Mill Creek Partners, LLC [Quoted text hidden] Matthaei, Kevin (DOT) <Kevin.Matthaei@dot.ny.gov> Wed, Jul 29, 2015 at 9:50 AM To: Mill Creek Partners<millcreekmarinallc@gmail.com> Hello Ruth, I did get out to re-inspect the site and found it to be acceptable. I will forward my acceptance paperwork to Hauppauge and you will receive your deposit back within due time. Regards, Kevin From: MITI Creek Partners [mailto:millcreekmarinallc@gmail.com] Sent:Tuesday, July 28, 2015 3:51 PM To: Matthaei, Kevin (DOT) Subject: Fwd: Status of DOT Highway Work Permit(HWP) 20141047594 [Quoted text hidden] I https://mail.google.com/mail/u/1/?ui=2&ik=19967aOc93&view=pt&search=inbox&th=14e... 7/29/2015 Gmail-RE: Status of DOT H ahway Work Permit(HWP)20141047594 Page 2 of 3 Office(631) 952-7973 Fax(631) 952-4967 Mobile(631) 978-1671 From: Mill Creek Partners [mailto:millcreekmarinallc@gmail.com] Sent: Monday,July 27, 2015 12:24 PM To: Wolfgang, Mark(DOT); Matthaei, Kevin (DOT) Subject: Status of DOT Permit 20141047594 Hi Mark and Kevin, I was wondering if you could let me know the status of permit 20141047594 issued to Mill Creek Partners, LLC. If there is someone else I need to follow up with please let me know. Thank you, Ruth Burger Construction 631 734-5217 Mill Creek Partners <millcreekmarinallc@gmail.com> Mon, Jul 27, 2015 at 1:17 PM To: "Wolfgang, Mark(DOT)"<Mark.Wolfgang@dot.ny.gov> Thanks Mark, We did fill out the form and have had Kevin inspect. I will follow up with him. Thank you, Ruth [Quoted text hidden] Mill Creek Partners <millcreekmarinallc@gmail.com> Tue, Jul 28, 2015 at 3:51 PM To: "Matthaei, Kevin (DOT)" <Kevin.Matthaei@dot.ny.gov> Hi Kevin, https://mail.google.com/mail/u/l/?ui=2&ik=19967aOc93&view=pt&search=inbox&th=14e... 7/29/2015 f a% Gmail-RE: Status of DOT N;-hway Work Permit(HWP)20141047594 Page 1 of 3 eugene burger<millcreekmarinallc@gmail.com> RE: Status of DOT Highway Work Permit (HWP) 20141047594 4 messages Wolfgang, Mark(DOT) <Mark.Wolfgang@dot.ny.gov> Mon, Jul 27, 2015 at 1:00 PM To: Mill Creek Partners<milicreekmarinallc@gmail.com>, "Matthaei, Kevin (DOT)" <Kevin.Matthaei@dot.ny.gov>' Hi Ruth, The subject HWP,which was issued to Mill Creek Partners LLC and Burger Construction, Inc., expired 7/20/15,the same expiration date of Burger Construction's Insurance. If work is complete you can sign and date page 3 and follow the instructions to return the form to Kevin.Once Kevin does the final inspection and verifies all is in order we can close out the HWP and release the Guarantee Deposit that was posted. If work is not complete we can consider extending the HWP once we are provided with the following items: • Insurance Requirements: Acord 25(minimum limits$1,000,000.00)with NYSDOT as an additional insured.The Certificate Holder's box on the Acord form should read NYSDOT Traffic Engineering&Safety, 250 Veterans Memorial Highway, Rm. 6A-7, Hauppauge, NY 11788 • Acord 855 • Provide proof of Workers Compensation Insurance (Form C-105.2, U-26.3 or SI-12)or proof of exemption (Form CE-200). • Provide proof of Disability Benefits Coverage (Form DB-120.1 or DB-155)or proof of exemption (Form CE 200). All of the above forms can be scanned and submitted via email. If you have any questions please let me know. Regards, Mark 44,0 Civil Engineer I NYSDOT Traffic Engineering&Safety 250 Veterans Memorial Highway Rm 6A-7 Hauppauge, NY 11788 https://mail.google.com/mail/u/l/?ui=2&ik=19967aOc93&view=pt&search=inbox&th=14e... 7/29/2015 John M. Bredemeyer III, President ® , Town Hall Annex 54375 Main Road Michael J. Domino,Vice-President P.O Box 1179 James F. King,Trustee coy Southold, New York 11971-0959 Dave Bergen,Trustee a � Telephone(631) 765-1892 Charles J. Sanders,Trustee �`�C®UNTil Fax(631) 765-6641 P95�Ru � BOARD OF TOWN TRUSTEES D E C E V E TOWN OF SOUTHOLD JUL 3 �. 2015 Southold Town Planning Board CERTIFICATE OF COMPLIANCE # 1139C Date: July 31, 2015 THIS CERTIFIES that the removal of existing concrete wall along the northern section of the property and replace with a new stone veneer wall and pedestrian entry stairs (240 linear feet zL overall); install a new free-standing sign along the northern property boundary' install a new timber curb (w/guard rail along boat basin side and bay side) along the gravel driveway within the eastern section of the property(1,300 linear feet f overall); install non-turf plantings along the northeastern corner of the boat basin(350 square feet±)• install new drainage systems within gravel driveway(i.e. 6 drMells)• install new lighting, underground utilities (electric, etc.) where required; construct new Dock Master/Marina building(290 square feet f) atop existing decking along the eastern section of the property and install attendant sanitary system to the immediate northeast; install native Qrass plantings along the southern shoreline; remove all non- indigenous materials (i.e.,bricks) along shoreline of boat basin maintain existing vegetation and re-establish native plantings in disturbed areas; construct driveway and parking area; reconstruct/reconfigure all dockage within boat basin: East Side- floating dockage(a, 4 75'Wx460 0'L± (overall); finger docks 3 0'Wx24 5'L(seven(7) total) 4.0'Wx3 5.5'L(one(1) total) and 6 O'Wx35 5'L(two (2)total) two (2) 10.0' W slips fourteen(14) 13.5'W slips, six (6) 18.5'W slips; West Side—floating dockage @ 4 75'Wx320.0'L f(overall); finger docks 3 0'Wx20 5'L(twelve(12) total) and 3 0'Wx24 5'L(two (2)total) twenty six (26) 10.0'W slips two (2) 13.5'W slips; install new handicapped accessible dock access ramp and deck(285 square feet±) off the northeastern corner of the boat basin; install new dock access ramp, stairs and deck(185 square feet±) off the northwestern corner of the boat basin; install new dock access (120 square feet±) off the southeastern section of property modify the existing docking facility structures as described-Ramp A• install a 6'x12' fixed ramp leading to a 6'x6' landing to a 4'x30' ag ngway and to add an 8'jog into the bulkhead and raise it to elevation 6' within this area in order to retain soil on bank; Ramp B• install a 12'8"x16'8"access deck leading to a 4'x30' ramp and to add an 8'jog into the bulkhead and raise it to elevation 6' within this area in order to retain soil on bank; Ramp C• install a 4'4"x24' pitched walkway leading to a 3'8"x30' gangway' Ramp D• install a 5'x14' pitched walkway leading to a 3'8"x30' gangway; Ramp E: install a 5'x27' pitched walkway leading to a 4'8"x30' gang_way, and to add an 8' jog into a the bulkhead and raise it to elevation 6' within this area in order to retain soil on bank; install low- sill bulkheading around the east and west sides of the boat basin; East Side @ 615.0'L (overall) and West Side @ 330.0'L±(overall); native plantings installed landward of the proposed low sill bulkhead and seaward of the AHW (shoreline); install rock rip-rap (5.0' — 10 0'W±x 290.0'L±) along the southem shoreline of the property, inclusive of stone steps (8.0'W), and backfill with 200 cubic yards of clean fill obtained from an approved for upland source; remove dilapidated wood bulkhead(35.0' L f) within the southwestern section of the property; and maintenance dredge the boat basin(and southerly channel outwards into Pecomc Bay) to a navigable water depth of 6 0' ±(as determined at low tide)• amount of resultant spoil �a 4,890 cubic yards±; and spoil transferred to on-site temporary de-watering area within southern section of the property(35'x60') prior to being removed to an approved for upland location; to shift the parking lot 5' to the east and add a 5' wide brick walkway' relocate eight M parking spots from the front of the main entry to the southeast in order to create a pick-up/drop- off area; and to raise a 50' section of bulkhead located at the southwest section of the marina approximately 5' to 6.5' higher in order to match the current height of the adjacent sections; the as built extension of retaining wall at Gangway A behind the ramp and loadingdock by 30' with a return to the bank; extend the retaining wall at Gangway B behind the ramp and loading dock by 30' with a return to the bank; and install a timber guard rail at the west side of the property similar to the east,• with the condition to create an additional 75sq.ft. to 100sa.ft. of intertidal wetlands within the marina basin. At 64300 Route 25, Greenport Suffolk County Tax Map#56-7-2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 21, 2012 pursuant to which Trustees Wetland Permit#8029 Dated Januga 23, 2013 was issued, and Amended on January 22, 2014, and Amended again on January 21, 2015, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal of existing concrete wall along the northern section of the property and replace with a new stone veneer wall and pedestrian entry stairs(240 linear feet±overall); install a new free-standing sign along the northern property boundar,install a new timber curb (w/guard rail along boat basin side and bay side) along the gravel driveway within the eastern section of the property(1,300 linear feet±overall); install non-turf plantin plantings along the northeastern corner of the boat basin(350 square feet f)• install new drainage systems within gravel driveway(i.e. 6 dMyells)• install new lighting underground utilities (electric, etc.) where required; construct new Dock Master/Marina building(_290 square feet atop existingdecking along the eastern section of the property, and install attendant sanitary system to the immediate northeast; install nativerg ass plantings along the southern shoreline; remove all non-indigenous materials (i.e., bricks) along shoreline of boat basin,maintain existing vegetation and re-establish native plantings in disturbed areas; construct driveway and parking area; reconstruct/reconfigure all u dockage within boat basin: East Side floatingdockage @a 4.75 Wx4600'L± (overall); finger docks 3 O'Wx24 5'L(seven(7)total) 4 O'Wx35 5'L(one(1) total) and 6 O'Wx35.5'L(two 2 total) two 2) 10.0' W slips fourteen(14) 13.5'W slips six 6) 18.5'W slips;West Side— floating dockage(cry 4 75'Wx320 0'L± (overall); finger docks 3 O'Wx20 5'L(twelve(12)total), and 3 O'Wx24 5'L(two (2) total), twenty six (26) 10.01W slips two (2) 13.5'W slips; install new handicapped accessible dock access ramp and deck(285 square feet f) off the northeastern corner of the boat basin; install new dock access ramp stairs and deck (185 square feet±) off the northwestern corner of the boat basin; install new dock access (120 square feet f) off the southeastern section of property modify the existingdockin facility structures as described- Ramp A: install a 6'x12' fixed ramp leading to a 6'x6' landing to a 4'x30' gangway, and to add an 8'jog into the bulkhead and raise it to elevation 6' within this area in order to retain soil on bank; Ramp B• install a 12'8"x16'8" access deck leading to a 4'x30' ramp and to add an 8' jog into the bulkhead and raise it to elevation 6' within this area in order to retain soil on bank; Ramp C• install a 4'4"x24' pitched walkway leading to a 3'8"x30' gangway' Ramp D: install a 5'x14' pitched walkway leading to a 3'8"x30' gangway Ramp E• install a 5'x27' pitched walkway leading to a 4'8"x30' gangway, and to add an 8' jog into a the bulkhead and raise it to elevation 6' within this area in order to retain soil on bank; install low-sill bulkheading around the east and west sides of the boat basin,• East Side(a, 615.0'L± (overall) and West Side @ 330.0'L± (overall); native plantings installed landward of the proposed low-sill bulkhead and seaward of the AHW(shoreline); install rock rip-rap (5.0' — IO.0'W± x 290.0'L f) along the southern shoreline of the property inclusive of stone steps (8.0'W), and backfill with 200 cubic yards of clean fill obtained from an approved for upland source; remove dilapidated wood bulkhead(35.0' L±) within the southwestern section of the property; and maintenance dredge the boat basin(and southerly channel outwards into Peconic Bad)to a navigable water depth of 6.0' ± (as determined at low tide); amount of resultant spoil (cry 4,890 cubic yards±; and spoil transferred to on-site temporary de-watering area within southern section of the property (35'x60') prior to being removed to an approved for upland location; to shift the parking lot 5' to the east and add a 5' wide brick walkway relocate eight(8)parking spots from the front of the main entry to the southeast in order to create a pick-up/drop-off area-, and to raise a 50' section of bulkhead located at the southwest section of the marina approximately 5' to 6.5' higher in order to match the current height of the adjacent sections; the as-built extension of retaining wall at Gangway A behind the ramp and loadingdock by 30' with a return to the bank; extend the retaining wall at Gangway B behind the ramp and loadingdock by 30' with a return to the bank; and install a timber guard rail at the west side of the property similar to the east; with the condition to create an additional 75sq.ft. to 100sq.ft. of intertidal wetlands within the marina basin. The certificate is issued to MILL CREEK PARTNERS LLC owner of the - aforesaid property. ja- Authorized Signature J r- John M. Bredemeyer III,President �0f SO�TyQI Town Hall Annex 54 Main Road Michael J. Domino,Vice-President �O P.O..Box 1179 James F.King,Trustee Southold, New York 11971-0959 CA Dave Bergen,Trustee � ® y4 Telephone(631) 765-1892 Charles J. Sanders,Trustee ��iycouffN� Fax(631) 765-6641 1 tl�� BOARD OF TOWN TRUSTEES � ' -`--��"�`®` TOWN OF SOUTHOLD D E January 21, 2015 FEB ® 9 2015 Southold Yawn Mr. Eugene Burger FlanningBLard.__� Mill Creek Partners LLC PO Box 934 Cutchogue, NY 11935 RE: MILL CREEK PARTNERS LLC 64300 ROUTE 25, GREENPORT SCTM# 56-7-2 Dear Mr. Burger: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, January 21, 2015: RESOLVED, that the Southold Town Board of Trustees APPROVES the Administrative Amendment to Wetland Permit#8029 to relocate the parking lot 5' to the east and add a 5' wide brick walkway; relocate eight (8) parking spots from the front of the main entry to the southeast in order to create a pick-up/drop-off area; and to raise a 50' section of bulkhead located at the southwest section of the marina approximately V to 6.5' higher in order to match the current height of the adjacent sections; the as-built extension of retaining wall at Gangway A behind the ramp and loading dock by 30' with a return to the bank; extend the.retaining wall at Gangway B behind the ramp and loading dock by 30' with a return to the bank; install a timber guard rail at the west side of the property similar to the east; with the condition to create additional 75sq.ft.-100 sq.ft. of intertidal wetlands within marina basin; and as depicted on the revised site plan prepared by Samuels & Steelman Architects, last dated December 15, 2014 and stamped approved on January 21, 2015. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. r., f . If you have any questions, please call our office at (631) 765-1892. Sincerely, John M. Bredemeyer III President, Board of Trustees JMB:amn 1 Submission Without a Cover Letter Sender: U ,f JAN 3 0 2015 Southold Town Subject: )/J�G C,/ -p— Planning Board SCTM#: 1000 - ��� a2 Date: 13 U I I s— Comments: 1 • I St If New Y)rk PERM 42(09/09) Department of Tran,por.ation Highway Work I,�ait Permit No.: 20141047594 .j Date Issued: 01/14/2015 Project ID No.. xzsris;pa Expiration Date: 07/20/2015 *Permittee 2: *Permittee 1: MILL CREEK PARTNERS,LLC 1000-05600-0700-002000 64300 MAIN ROAD P.O.BOX 326 CUTCHOGUE, NY 11935 , Emergency Contact: EUGENE BURGER Emergency Number: . 631-484-9763 *Permittee 4: *Permittee 3• BURGER CONSTRUCTION,INC. 20121029144 P.O.BOX 934 CUTCHOGUE, NY 11971 Under the provisions of the Highway Law or Vehicle&Traffic Law,permission is hereby granted to the permittee to: TO CONSTRUCT AND PERMANENTLY MAINTAIN ACCESS,CURB AND OTHER INCIDENTAL WORK ON THE S/S/O NY 25 BETWEEN MMS 1633-1634 AS PER ATTACHED PLANS AND SPECIFCATIONS ALL WORK SHALL BE TO CURRENT NYSDOT STANDARDS/SPECIFICATIONS AND SHALL BE TO THE SATISFACTION OF THF.RESIDENT ENGINEER.NOTE-THE TURN DOWN CURB REVEAL SHOULD BE ZERO(0)",NOT ONE(1)" THE PERMITTEE IS RESPONSIBLE FOR TEMPORARY TRAFFIC CONTROL IN ACCORDANCE WITH THE NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE NYS SUPPLEMENT ANYONE WORKING WITHIN THE HIGHWAY RIGHT-OF-WAY SHALL WEAR HIGH-VISIBILITY APPAREL MEETING THE ANSI 107-2004 CLASS 11 STANDARDS AND A HARD HAT County Municipality State Hwy State Route Beg Ref End Ref SUFFOLK SOUTHOLD 8229 25 25 07041633 25 07041634 as set forth and represented in the attached application at the particular location or areas. or over the routes as stated therein, if required; and pursuant to the conditions and regulations general or special,and methods of performing work,if any;all of which are set forth in the application and form of this permit.See additional conditions on PAGE 2. THIS PERMIT IS ISSUED BASED ON ALL LOCAL,STATE,AND FEDERAL REQUIREMENTS BEING SATISFIED. Dated at: Hauppauge Date Signed: 01/14/2015 Commissioner of Transportation By: A 6mill Sosa IMPORTANT: THIS PERMIT,WITH APPLICATION AND DRAWING(OR COPIES THEREOF)ATTACHED,SHALL BE PLACED IN THE HANDS OF THE CONTRACTOR BEFORE ANY WORK BEGINS THE HIGHWAY WORK PERMIT SHALL BE AVAILABLE AT THE SITE DURING CONSTRUCTION. BEFORE WORK IS STARTED AND UPON ITS COMPLE'T'ION,THE PERMS"ITEE ABSOLUTELY MUST NOTIFY: Cary Leuschner,Resident Engineer 631-727-1731 "UPON COMPLETION OF WORK",SECOND TO LAST PAGE,MUST BE COMPLETED,SIGNED BY THE PERMITTEE,AND DELIVERED TO THE RESIDENT ENGINEER. i ii n inns c The issuing authority reserves the right to suspend or revoke this permit at its discretion without a hearing or the necessity of showing cause, either before or during the operations authorized. The Permittee will cause an approved copy of the application to be and remain attached hereto until all work under the permit is satisfactorily completed,in accordance with the terms of the attached application. All damaged or disturbed areas resulting from work performed pursuant to this permit will be repaired to the satisfaction of the Department of Transportation. * Upon completion of the work within the state highway right-of-way authorized by the work permit, the person, firm, corporation, municipality,or state department or agency,and his/her or its successors in interest,shall be responsible for the maintenance and repair of such work or portion of such work as set forth within the terms and conditions of the work permit. Permit Fee: $200.00 Insurance Fee: $0.00 Total Fees: $200.00 Amt Recd 1: $200.00 Check Num: 4430 Check Date: 31-DEC-14 App 1 Dep Ck#: 9512001299 App 1 Dep Amt: $10,000.00 Dep Ck Dated: 20-FEB-13 UOF: App 1: No App 2: No App 3: No App 4: No ttachments and additional requirements to this Highway Work Permit include: PERM 33-Highway Work Permit Application for Non_Utility Work PERM 41-1d-Method of Performing Work within the State Right of Way Plans signed and stamped by a Licensed PE Condon 16-DEC-14 END OF ATTACHMENTS J PERM 33 NON-UTILITY(7114) SUBMIT THREE(3)COPIES STATE OF NEW YORK DEPARTMENT"OF TRANSPORTATION HIGHWAY WORK PERMIT APPLICATION FOR NON-UTILITY WORK Application is hereby made for a highway work permit: For Joint application, name and address of Applicant 2 below: Ili Name I 1t� 1 (,1 eP V_ Pa r+h 1'S LLC Name ��nn _ Y s �. Address Gl l Y� Road Add r - - =' ';'.• ```" -c city b M.t_1h o 6 d State NV zip j f g I I c Applicant Phone Z 'I Dy' Applicant Email Address IQj� ct, I pro Emergency Contact EU iA r -� High _ = Emergency Contact Phone ±3 t{ RETURN PERMIT TO(if different than above): RETU AW _ • _ Name �� 11 � � ' � - -'e•�— �•;'' .�.. - - Ivl i �YPP k PCtr$�� Iej_C:® Name , r':.r' •�, .. ,y"a ,�<i3�s °-,ter 4 r•'x Address -PQ Box rD Addres City State zip 0 City 1) Estimated cost of work being performed in highway right-of-way: $ _ 2) Anticipated duration of work: From: OO I ,_to , (applies to the operations indicated on the reverse side) 3) Insurance(check one): vFGeneral Liability Ins. Undertaking Insurance Fee(residential driveways only) DESCRIPTION OF PROPOSED WORK: C u Y• k (' ,a+ il S rig Y' 'S I Ike- L7 l a" WILL OVERHEAD OR UNDERGROUND(5'+)OPERATIONS BE INVOLVED IN THE PROPOSED WORK?YES NO ATTACHED: Plans_X _ Specifications LOCATION: State Route: l!am� 2 E_> Between Reference Markers / and City/Town/Village of C)td H-1 O 1 d County of ,DtA SEQR REVIEW(select one) [ ]Type II [ ]Type I N Unlisted LEAD AGENCY: DATE OF DETERMINATION: NOTE PERMIT IS ISSUE CON G T P rN ALL LOCAL REQUIREMENTS BEING SATISFIED ACKNOWLEDGMENT: ON E �LF F E P LICANT,I HEREBY REQUEST A HIGHWAY WORK PERMIT,AND DO ACKNOWLEDGE AND AGREE TO THE RESPONSI ILI ES P I E AND THE OTHER OBLIGATIONS SET FORTH IN THIS PERMIT AND WARRANT COMPLIANCE THEREWIt Applicant Signature -J \ Date +'J Applicant 2 Signature .. Date Approval recommended by Resident Engineer Res No Date Approved by Regional Traffic Engineer Reg No Date - x Operational Type and Description Permit Insurance CGL or Total Fee Fee Undertaking Fees DRIVEWAYS Sal Residential Driveway 15 25 5a2 Commercial-Minor 550 5a2a Commercial-Minor(Home Business) 100 5a3 Commercial-Major(Less than 100K sq ft Gross Building Area) 1,400 5a4 Commercial-Major(100K+sq ft) [Actual cost-$2,000 min] 2,000 5a5 Subdivision street 900 5a6 Temporary access road or street 200 IMPROVEMENTS 5b1 Residential 15 5b2a Commercial-Sidewalk,curb paving,drainage,etc. 200 ' o0 5b2b Commercial-Grade,seed,imptove,land contour,clear brush 100 5b2c Commercial-Resurface existing road or driveway 50 5b2dl Annual resurfacing of roadways and driveways-PER COUNTY 150 Number of counties: 5b2d2 Annual resurfacing of roadways and driveways-PER REGION 400 TREE WORK 5c1 Residential --15 5c2a Commercial removal or planting -25 5c2b Commercial pruning,applying chemicals to stumps 25 5c3 'Vegetation control for advertising signs-PER SIGN 150 Number of Signs: MISCELLANEOUS CONSTRUCTION AND WORK OPERATIONS 5d1 Beautify ROW(civic groups only) NIC 5d2a Temporary signs,banners,decor(not-for-profit organizations) I 5d2b Temporary signs,banners,d6cor{Other organizations) 25 5d3 Traffic control signals 500 5d4 Warning and entrance signs 25 5d5 Miscellaneous,-,Requiring substantial review(describe below) 400 5d6 Miscellaneous(describe below) 25 OTHER TYPES OF HIGHWAY WORK PERMITS 6 Encroachment caused by DOT acquisition of property 25 7a1 Compulsory permit required for demolition requested by DOT NIC 7a2 Compulsory permit required for moving requested by DOT NIC 7b Improvement to meet Department standards NIC 8 Miscellaneous(describe belaw) 25 9 Adopt-a-Highway NIC Description of Miscellaneous Operation: PERFORMANCE SECURITY(Select one): Guarantee Deposit-Cash[ ] Performance Bond[- ] Letter of Credit( ] Guarantee Deposit Amount: � l'6,. 0 D Guarantee Deposit Check Number,or Bond Number retn,.In[r {1 cc m H We Z f7, (rn z-q t4 ( C -�i i72) PERM 33(7114) REVERSE - MAILING ADDRESS: PLANNING BOARD MEMBERS so�ly P.O.Box 1179 DONALD J.WILCENSKI �Q� Old Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS vs Town Hall Annex PIERCE R.AFFERTY ell- � � 54375 State Route 25 JAMES H.RICH IIIO (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR CQ�NTy,� Southold,NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 16, 2014 Ms. Nancy Steelman Samuels & Steelman Architects 25235 Main Road Cutchogue, NY 11935 Re: Revision to Approved Site Plan for Mill Creek Inn & Marina Located at 64300 NYS Rt. 25, ±424' west of Dolphin Drive, Greenport SCTM#1000-56-7-2& 56-7-4.1 Zoning District: M-II Dear Ms. Steelman: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, December 15, 2014: WHEREAS, this Approved Site Plan is for the improvement and renovation to an existing 50 slip marina & 8,989 sq. ft. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel and a proposed boat yard and 71 parking stalls on a 4.74 acre adjacent parcel (56-7-4.1) in the M-II Zoning District, Greenport; and WHEREAS, the Site Plan contains an area located on a separate 4.74 acre parcel (SCTM#1 000-56-7-4.1) that is leased by the applicant. This area contains 71 of the 110 required parking stalls and is hereinafter referred to as the "leased parking area". The present owner of the parcel is Richard J. Principi, Jr. and the applicant has obtained a lease to use the parcel for this purpose. A copy of the lease has been reviewed by the Planning Board and is dated May 1, 2012, with a term limit of twenty (20) years, expiring in May, 2032; and WHEREAS, on May 20, 2013, the Southold Town Planning Board granted Approval with Two (2) Conditions to the Site Plan entitled "The Mill Creek Inn & Marina", dated March 2, 2012 and last revised March 20, 2013, prepared by Samuels & Steelman, Architects, including twenty (20) pages of related plans; and Mill Creek Inn & Marin, [2] December 16, 2014 WHEREAS, on November 7, 2014, Eugene Burger, agent, submitted a request for a revision to the Approved Site Plan to move the driveway curb cut location 17' feet to the east, enlarge the driveway from 24' to 30', add a 5' wide walkway to the marina area from the rear of the parcel connecting to the main entrance of the building, re-locate eight (8) standard parking stalls and one (1) ADA providing for a drop-off and pick-up area at the main entrance, and shift the eastern parking lot 15' further east at its northernmost point and 7' at its southernmost point; and WHEREAS, on November 19, 2014, the Site Plan Approval expired; and WHEREAS, on December 1, 2014, the Planning Board reviewed the proposed revision at a Work Session and required revisions to the revised Site Plan; and WHEREAS, on December 8, 2014, the applicant submitted a Cross Access Easement that was filed with the County Clerk under Liber D00012799 and Page 069 to serve the two (2) subject parcels; and WHEREAS, in a letter dated December 10, 2014, Nancy Steelman, agent, requested an Extension of Site Plan Approval for one (1) year; and WHEREAS, on December 15, 2014, the applicant submitted the required materials and information to the satisfaction of the Planning Board; and WHEREAS, the revised Site Plan is for the purpose of illustrating approved changes to the original Approved Site Plan with approval stamp dated May 21, 2013. All approved changes are so noted on the revised plan. The Approved Site Plan with approval stamp, dated May 21 2013 remains in effect for all other details that are not specifically noted as a change on the revised plan. All approved changes are noted as proposed or new on the revised plan, except the building which is not changing from the approved plan; therefore be it RESOLVED, that the Southold Town Planning Board grants an Extension of Site Plan Approval from November 19, 2014— November 19, 2015 to the Site Plan entitled "The Mill Creek Inn & Marina", dated March 2, 2012 and last revised March 20, 2013, prepared by Samuels & Steelman, Architects, including twenty (20) pages of related plans; and be it further RESOLVED, that the Southold Town Planning Board grants Approval to the revisions to the Approved Site Plan with Two (2) Conditions as shown on the plan entitled "Site Plan Revised", prepared by "Samuels & Steelman, dated December 15, 2014 including the following one (1) plan: 1. SP-PLNG = 1 Revision to Approved Site Plan Conditions: 1. Provide an up-dated permit from the Town Trustees acknowledging the proposed re-location of the parking area and the proposed addition of a 5' wide walkway; Mill Creek Inn & Marin.',.. [3] December 16, 2014 2. Provide an up-dated Highway Work Permit from the New York State Department of Transportation (NYSDOT) acknowledging the re-location of the proposed curb cut to NYS Rt. 25. The revised Site Plan that has been approved above is for the purpose of illustrating approved changes to the original Approved Site Plan with approved stamp dated May 21, 2013. All approved changes are so noted on the revised plan. The Approved Site Plan with approval stamp, dated May 21, 2013, remains in effect for all other details that are not specifically noted as a change on the revised plan. If you have any questions regarding the above, please contact this office. a Very truly yours, Donald J. Wilcenski Chairman cc: Building Department Office of the Town Engineer Board of Trustees Mark Wolfgang, NYS Dept. of Transportation To view the file via the internet: 1. Go to the Town of Southold website www.southoldtownny.gov; 2. Click on Weblink located on bottom left of home page; 3. Click on Planning Dept. folder; 4. Click on Applications; 5. Click on Site Plans; 6. Click on Approved; Click on the SCTM# (tax map #) of the application, 1000-56.-7-2. WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, December 15, 2014 2:30 p.m. Southold Town Annex Board Room 05--Floor, Capital One Bank Building 1:30 p.m. Planning Board Training 2:00 p.m. Executive Session: Matters of Litigation 2:30 p.m. Applications Project Name: Showalter Farms ' SCTM#: 1000-108-4-1.4 E Location: 18625 Main Road, ±1,190' w/o Elijah's_Lane, Mattituck - - - - ------- - --------- -- -- - ----- - --- ------- Description: This proposed Site Plan is to construct Phase One of a riding academy, and includes one 24' x 30' (720 sq. ft.) 3-stall barn, two 24' x 10' (240 sq. ; ft.) 2-stall barns, an outdoor riding/training area approximately 140' x 270' and_eight (8) parking_stalls on 24.2 acres in the A-C Zoning District_ ; Status: Pending _ - -- ----- - - ------- -- -- ------- ---- - - - -- -- - Action: Review revised Site Plan. - - ------- ----- -- -- --- --- ------ - - - - ---- - - ---- - Attachments: Staff Report Project name: ti Mill Creek Inn & Marina__ SCTM#: 1000-56-7-2 Location: 64300 NYS Route 25, on south side of Rt. 25, 424' west of Dolphin Drive,' Greenport - - - - - - ------- - --------- - - - -- - - —-- - ----------- - - Description: This Site Plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel and a proposed boat yard and 71 parking stalls on a 4.74 acre adjacent parcel (56-7-4.1) in the M-II Zoning District. - - - - -- - ------ -------- - - -- ---- - ---- - --- ----- -- - - - --- --- ---- - Status: Approved---- - - - - -- - ---- - ------- Action: Review request for changes-- to Approved--Site Plan. - - - -- - - ------ - -- - ---- - - - - Attachments: Staff Report _ Project name: James Creek Landing SCTM#: 1000_-122-3-1.4 Location: West side of Main Road,_approx. 280' south of New Suffolk Ave., Mattituck Description_ This is a Standard Subdivision of a split-zoned parcel into- -- -- - - ----- - ----- -- -- - - -lots. -- - Status: Co---nditional Prelimina- Al -- -- --- ---- - ---ry_ pprova - - - - -------- -- ---- --- - Action: Status Up-date - - ------- - - ----- - - - ------ - -- -- - - Attachments: Staff Report Project Name: Skwara, The Estate of Joyce _ _______SCTM#: 1000-86-1-14 Location: 3720 Wells Road, Peconic Description: This proposal is for a Standard Subdivision of a 1.77 acre parcel where in 1989 the Zoning Board of Appeals granted an area variance to allow for this parcel to be subdivided into two lots where Lot 1 equals 0.92 acres and Lot 2 equals 0.85 acres, located in the R-80 Zoning District. - - - - - - - -- - - -- - Status: Conditional Preliminary Plat Approval _ Action: _ _ _ Review for Final Approval. Attachments: Staff Report Submission Without a Cover Letter Sender: -71p, C-f�� 7 � � Subject: SCTM#: 1000 - DEC 115 2014 — J I Date: / Southold Town Z''� -�- C�! Planning Board Comments: �ce�/� r� d � - MAILING ADDRESS: PLANNING BOARD MEMBERS QF SUUTP.O. Box 1179 DONALD J.WILCENSKI ,`Q� ��� Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY �QQ 54375 State Route 25 JAMES H.RICH III Oly (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR CQ(fS� Southold, NY Telephone: 631 765-1938 www.sontholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees From: Donald J. Wilcenski, Planning Board ChairD0 Planning Board Date: December 15, 2014 Re: Proposed Revision to Approved Site Plan for Mill Creek Inn & Marina SCTM#1000-56-7-2 64300 NYS Rt. 25, Greenport The Planning Board refers this proposed revision to an approved site plan to the Board of Trustees for your information, comments, review, and certification, if applicable. The file is available at your convenience. This site plan was approved in May 2013 for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel in the M-II Zoning District, Greenport. On December 15, 2014, the applicant submitted a revised site plan showing the proposed revisions to the Approved Site Plan: move the driveway curb cut location 17' feet to the east, enlarge the driveway from 24' to 30', add a 5' wide walkway to the marina area from the rear of the parcel connecting to the main entrance of the building, re-locate eight (8) standard parking stalls and one (1)ADA providing for a drop off and pick up area at the main entrance, and shift the eastern parking lot 15' further east at its northernmost point and 7' at its southernmost point. Thank you for your cooperation. ' f MAILING ADDRESS: PLANNIlVGBx 1179 DON�BOARD MEMBERS hD J.WILCENSKIO��oF SUUlyOlo South 1d,oNY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY �pQ 54375 State Route 25 JAMES H. RICH III SIDOR �lif' (cor. Main Rd. &Youngs Ave.) MARTIN C�UN r(,� Southold, NY Telephone: 631765-1938 www.southoldtow-xmy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 11, 2014 Ms. Nancy Steelman c/o Samuels & Steelman 25235 Main Road Cutchogue, NY 11935 Re: Proposed Revision to Approved Site Plan for Mill Creek Inn &Marina SCTM#1000-56-7-2 Dear Ms. Steelman: I am writing as a follow-up to the Planning Board Work Session held on December 1, 2014, where the Planning Board formally discussed the proposed revision to the Approved Site Plan Application referenced above. At the Work Session, a plan showing the revisions, dated as received in the Planning Department on November 8, 2014, was reviewed. The Board was generally in favor of the revision to move the driveway curb cut location to the east, add a 5' wide walkway to the marina area, re-locate eight (8) standard parking stalls and one (1) ADA and shift the parking to the east; however, before the Planning Board can formally approve any revision to the approved plan, the following must be completed and submitted directly to this Department: 1. Revise the plan to show the difference between the May 2013 Approved Site Plan and the proposed revisions. On the plan, please provide the following: a. The location of the approved curb cut, parking lot curb line, limit of clearing line and freshwater wetlands line; b. The location of the proposed curb cut, parking lot curb line, limit of clearing line and wetlands line and include the dimensions marking the difference from their approved location, and any other dimensions (aisle widths, etc.) that changed from the Approved Site Plan; c. Notation: "This plan is for the purpose of illustrating the changes to the Approved Site Plan, which was approved on May 21, 2013. Refer to the Approved Site Plan for all other details". Mill Creek Inn & Marina - J Page Two December 11, 2014 2. Please provide five (5) prints of the revised plan with the stamp, seal and signature of a NYS licensed professional. Following the receipt of all of the above, the Planning Board will place this revision to the Approved Site Plan on their next available public meeting agenda for a decision. Finally, the Board agreed that they would issue their approval prior to the receipt of the revised Southold Town Trustees and NYSDOT Permits, with the condition that these permits be obtained prior to any work being done on the new proposed location of the curb cut and parking lot. Those permits, listed below, must be provided to the Planning Board as conditions of their approval. 1. Provide an up-dated permit from the Town Trustees acknowledging the proposed re-location of the parking area and the proposed addition of a 5' wide walkway. 2. Provide an up-dated Highway Work Permit from the NYSDOT acknowledging the re-location of the proposed curb cut to NYS Rt. 25. If you have any questions regarding this site plan or its process, please do not hesitate to call this office. Very truly yours, ,0_ fir'"` Brian A. Cummings Planner J(51JL l lqv �lcl5e-�l S A M U E L S & S T E E L M A N December 10, 2014 Mr. Brian Cummings Planning Board Town of Southold Town Hall Annex 54375 Route 25 Southold, NY 11971 Re: Site Plan Approval Extension D Mill Creek Inn & Marina 64300 Route 25 ]1 Greenport, NY 11944 DEC 12 2014 SCTM # -1000-56-07-02 Southold Town Planning Board Dear Mr. Cummings, As noted in your email dated December 10, 2014, the Site Plan Approval for the Mill Creek Inn and Marina expired last month. We are requesting an extension for the period of one year. Construction of this project has been on going for the last 18 months and substantial progress has been made. It is a large, complex project which consists of many different parts, including a Marina, construction of the Dockmaster's Building, renovations to the Mill Creek Inn, and all related site work. As a result, a project of this scope requires more than 18 months for completion of construction. A one year extension is a reasonable time frame for completion of this project. Sincerely, Sarr;/9 and Ste an Architects r/ f ancy St man cc: Mill, eek Partners ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 S A M U E L S & S T E E L M A N December 10, 2014 Mr. Brian Cummings gECEHE Planning BoardTown of Southold C 10-2014 Town Hall Annex 54375 Route 25 Southold Town Southold, NY 11971 PlanniniBoard Re: Site Plan Approval Extension Mill Creek Inn & Marina 64300 Route 25 Greenport, NY 11944 SCTM #-1000-56-07-02 Dear Mr. Cummings, As noted in your email dated December 10, 2014, the Site Plan Approval for the Mill Creek Inn and Marina expired last month. We are requesting an extension for the period of one year. Construction of this project has been on going for the last 18 months and substantial progress has been made. It is a large, complex project which consists of many different parts, including a Marina, construction of the Dockmaster's Building, renovations to the Mill Creek Inn, and all related site work. As a result, a project of this scope requires more than 18 months for completion of construction. A one year extension is a reasonable time frame for completion of this project. Sincerely, X�a , and Ste [Tan Architects t man cc: Mill C(i eek Partners ARCHITEcrs 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)714-6407 S 'p / L Submission Without a Cover Letter Sender: p E C E V E - -- ----- --- - - ----- E 2-0 - SCTM#: 1000 - j _ si Fo Pllanninannin g Boaarr d Date: l-a-/%,/Z Lj Comments: CC# : C14-49053 ,COUNTY,CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original EASEMENT recorded in my office on 12/08/2014 under Liber D00012799 and Page 069 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my,hand and affixed the-seal of said Cou and Court this 12/08/2014 CC) i SUFFOLK COUNTY CLERK 411'1_11 JUDITH A.PASCALE SEAL r' Is-` - I�9��II I�III�IIII VIII IIII III IIIIIII'IIII VIII VIII III IIIIIIIIIIIII�IIIIIIII , SUFFOLK ^COUNTY CLERK RECORDS OFFICE RECORDING' :'PAGE EASEMENT Recorded: 12/08/2014" "' Type of Instrument: 09:38 :30 AM Number of Pages : 8 At Receipt Number : 14-01611,9 ";,>:tw.. 4;=;Y..a,•�r -,.r w -4 ' TRANSFER TAX- NUMBER: 14=12083 LIBER: D00012799 PAGE : 069 Section Blo0c": Lot: District. 002 . 000 1000 056 . 00 ` 0-,.--0'0, EXAMINED AND ,CHARGED AS FOLLOWS Deed Amount: Received the Following Fees;,,For 'Above Instrument Exempt Exempt ' Page/Filing $40 . 00 NO - Handling $15 . 00 NO .00 NO COE $5 . 00 NO NYS SRCHG $$0 .00 NO TP-584 $10 . 00 NO , Notation $0 Cert.Copies $10 . 00 NO RFT $120 .00 NO Transfer tax $0-. 00" NO ' '-'Cb'mm. Comm.Pres $0 . 00 NO ` ' `Fees Paid $220 . 00 TRANSFER TAX NUMBER: 14-12083, THIS PAGE' ,IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUD ITH','A.:--PASCALE County .Clerk, Suffolk County f pages -4; ,•,r ALE ,umber o - �t�,��i t. ��� Pp-KALE t_t; This document will be public r t,t�,� record. Piease �e�a®�� all ;,; j -j2`'=_ s®coag security,Numbers prior to recording- DBeed/Mortgage Tax Stamp Deed/Mortgage Instrument Reco ding/Filing Stamps FEES 3 Mortgage Amt. 1. Basic Tax Page/Filing Fee "y 20. 0® � 2. Additional Tax Handling Sub Total TP-584 a` J ---=— Spec./Assit. or Notation — r c;` r Spec. /Add. EA-52 17 (County) Sub Total TOT.MTG.TAX Dual Town EA-5217 (State) Dual County held for Appointment R.P.T.S.A. �, �' `, A Transfer Tax — 5. 00 — Comm.of Ed. °�� Mansion Tax The property covered by this-mortgage is Affidavit - � - or will be improved by a one or two w`Certified Copy -- family dwelling only. - 15. 00 `� ,i' YES or NO NYS Surcharge _----- Sub Total ; If NO,see appropriate tax clause on Other Total •' '' "` "� TM"° " " of this instrumept Grand ,.page#_— ��, o, 5 Community Preservation Fund 2843366 � ..°J =Dist- T A S Consideration Amo- unt $ Afi9 _— Real Property R L6 IIIIIIVIVIIIIIIIIIIDVIIIIIIDIIIIII I $ Tax Service 08-DEC-1 CPF Tax Due Agency Improved__— Verification Satisfactions/Discharges/Releases List Property Owners Mailing Address Vacant Land RECORD &ggETuRN TO- TD TD (D - ' TD 0G / e lerk Mail to: Judith A. Pascale, , Riverhead, �Y lk County ��901 9 Title C®m an jnf0irmata0n 310 CenterCo.Name - www.suffolkcountyny.gov/clerk Title# _ 3a e ors Pet , Meht made by: This page forms part of the attached (SPECIFY TYPE OF INSTRUMENT) pi� /• �j �('� .� e. J�, p�`� ,The premises herein is situated in • _ LLC SUFFOLK COUNTY,NEW YORK. In the TOWN of L9L In the VILLAGE or HAMLET of (over) RU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING FOXES 6TH 12.0104.10108kk ,fir i 1 x ;1 P T R Lwl A i Stat ID: 2843366 08-DEC-14 Tax Maps Sectors Block Lot School District ,] 05600 0700 002000 GREENPORT } 05600 0700 004001 GREENPORT 1 • f l� a j EASEMENT AGREEMENT r� a EASEMENT AGREEMENT made and dated this day of November, 2014, by and ` between NORTH FORD LENDING, LLC, maintaining an office at c/o Bullard Law Group, LLC, 225 Old Country Road, Melville, New York 11747 ("North Fork"), and MILL CREED PARTNERS,LLC, maintaining an office at 64300 Main Road, Southold,New York 11171 ("Mill Creek"),hereinafter referred to, collectively, as the"Panties". WHEREAS, Mill Creek is the owner of a certain parcel of land commonly known as Tax Map District 1000, Section 56, Block 7,Lot 2, located in the'Town of Southold, County of Suffolk, State of New York, as more particularly described in Schedule A annexed hereto and made part hereof("Tract 1"); WHEREAS,North Fork is the owner of a certain parcel of land commonly known as Tax Map District 1000, Section 56, Block 7, Lot-4.001, located in the Town of Southold, County of Suffolk, State of New York, as more particularly described in Schedule R annexed hereto and made part hereof("Tract 2"); WHEREAS, Tract 1 and Tract 2 are adjoining parcels of land; and WHEREAS, the parties desire to grant each other access to and from Tract 1 and Tract 2 pursuant to the terms herein. NOW,•THEREFORE, in consideration of the mutual covenants and promises contained herein and other good and valuable consideration, the;receipt and adequacy of which are hereby acknowledged,the parties agree as follows: 1. Subject to the terms herein, Mill Creek hereby grants, bargains, sells and conveys to North Fork a non-exclusive peroerual easement and--right of way, in common with Mill Creek and others entitled to use the same, over, upon and across Tract 1, for the purpose of ingress and egress of pedestrian and vehicular travel to and from Tract 2. The easement established herein shall be appurtenant to and for the benefit ofNorth Fork. 2. Subject to the terms herein,North Fork hereby grants, bargains, sells and conveys to Mill Creek a non-exclusive perpetual easement and right of way, in common with North Fork and others entitled to use the same, over, upon and across Tract 2, for the purpose of(i) ingress ,and egress of pedestrian and vehicular-travel to and,from Tract, l; and (ii) the existence, use, enjoyment, repair and replacement of all, driveways, site`improvements, landscaping, water systems, cesspools and systems, electric power cables, telephone cables and all other utility facilities now or hereinafter located on Tract 2 or through..The easement established herein shall be appurtenant to and for the benefit of Mill Creek. 3. Any ingress to Tract 1 by the owners; occuparits, guests or invitees of North Fork shall be such as not to obstruct or interfere with_lM'll,Creek, use -and occupancy of Tract 1. (Access Easement Agreement vl/) '",',y,T Likewise, any ingress to Tract 2 by the owners, occupants, guests or invitees of Mill Creek shall be such as not to obstruct or interfere with use and occupancy of Tract 2. 4. North Fork hereby further grants Mill Creek and its contractors, suppliers, employees and agents the right of access to Tract 2 in order to construct and maintain such improvements on Tract 2 which may be necessary in connection with the development of Tract 1, including, but not limited to, the right to construct common driveways, improvements, site work, landscaping and parking areas necessary to accommodate the mutual access between the parcels and the development of Tract 1. North Fork shall be responsible for the repair, upkeep and maintenance of any site improvements made on Tract 2 as well as to the driveway between Tract 1 and Tract 2 (including snow and ice removal on any driveway servicing Tract 1 and Tract 2), except to the extent repairs or mainienance is required because of the negligence, willful misconduct or misuse by North Fork or North Fork's invitees, employees, agents or contractors. 5. Mill Creek shall indemnify,, defend and hold North Fork harmless from any damages or liability to persons or property,that might arise at any ti me from the exercise of by it and/or its customers, invitees, suppliers, employees, and tenants, of Mill Creek's rights under this Agreement. North Fork shall indemnify, defend and-hold harmless Mill Creek from any damages or liability to persons or property,that might arise-at any time from the exercise of by it and/or its customers, invitees, suppliers, employees, and tenants, of North Fork's rights under this Agreement. 6. Nothing contained herein shall be used or construed as a grant of any rights to any public or governmental authority or agency. 7. If there is a failure by'any party to•perform; fulfill .or observe any agreement contained within this,Agreement,to be performed,.fulfilled or observed by it, continuing for thirty (3 0) days,•or immediately-in situations involving-potential danger to the health or safety of persons in, on or about, or substantial deterioration of, Tract 1 or Tract 2 or any portion or any part thereof, in each case, after written notice, the other party may, at its election, cure such failure or breach on behalf of the defaulting party. Any amount which the party so electing shall expend for such purpose, or which shall, otherwise,be,;due by either partyAo the other, shall be paid to the party to whom due on demand, without`co'ntes't, upon•d'elivery of its invoice. The provisions of this paragraph shall be in all:respects subject'and subordinate to the lien of any mortgages or deeds of trust at any time or from time to time on the,land of the defaulting party and the rights of the holder or holders of any mortgages or deeds of trust. In the event either party files a lawsuit in connection with this Agreement of any provisions contained herein, then the party that prevails in such action shall be entitled to recover from the non-prevailing party reasonable attorneys' fees and costs of court incurredin such lawsuit. 8. The,grants and other provisions of this--Agreement_shall constitute easements and covenants running with the land for both Tract 1 and' 2. The grants and other provisions of this Agreement shall inure to the.benefit of, and be,:binding upon, each party hereto, and their respective successors and.assigns, including, but not.'limited to, all subsequent owners of Tract 1 and Tract 2 or any portion thereof and all persons claiming under them. Upon the conveyance of {Access Easement Agreement vl/} e. 441nry^`I�I�Jry�x;`Jtl'. any parry's interest in Tract 1 or Tract..2, such,parry shall be released from liability under this Agreement for any obligations arising after the date of such conveyance. 9. The terms, covenants and conditions contained in this Agreement shall run with the land and shall inure,to the benefit of the owners, successors and assigns of the respective parcels described herein, and shall be binding upon the owners, successors and assigns of the respective parcels described herein, and any other person or other entity, which at any time in the future will become the owner of the said parcels of land described herein. This Agreement may not be amended or terminated without the consent of both parties hereto. 10. All notices, demands or requests made pursuant to, under or by virtue of this Agreement must be in writing and sent to the party to which the notice, demand or request is being made by either (a) certified or registered mail, return receipt requested, (b) Federal Express or other reputable overnight delivery service providing for written evidence of delivery for next business day delivery, or (c) hand delivery against written receipt, in all cases addressed as follows (or to such other address or addresses as the,parties hereto may hereafter designate by notice to the other): If to Mill Creek: Mill Creek Partners, LLC P.O. 326, Cutchogue, New York 11935 If to North Fork: North Fork Lending, LLC c/o'Bullard Law Group, PLLC 225 Old Country Road Melville,New"fork 11747 11. This Agreement contains the- entire agreement and understanding between the parties with respect to the subject matter hereof and supersedes any prior or contemporaneous written or oral agreements, representations and warranties between them respecting the subject matter hereof. 12. The execution, interpretation and .performance of this, Agreement shall be governed by the laws of the State of New York, without giving effect to conflict of law or choice of law rules. 13. In connection with the transactions contemplated by this Agreement, the parties hereto agree to execute such additional documents, and papers and to perform and do such additional acts and things as may be reasonably necessary and proper to effectuate and carry out the transactions contemplated by this Agreement. {Access Easement Agreement vIf) 3 In- IN WITNESS WHEREOF, the parties have duly executed this Agreement as of the dat&first above written. NORT RK ING, LLC By: Name:Title: �. Title: � ,� MILL CRE L By:. Ne: John Ingrilli ' T 1 : Member {Access Easement Agreement vl/} 4 , - STATE OF NEW YORK ) COUNTY OF SUFFOLK ) On they day of November, 2014, before me, the undersigned, personally appeared EDWARD J. BULLARD JR., personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is described to the within instrument and acknowledged to me that he/she executed ,the same in his/her capacity, and that by his/her signature on the instrument, the individual, or person upon behalf of which the individual acted, executed the instrument. tary Publ BARKY K.HONIGMAH Wotary Public-state of New Yoh STATE OF NEW YORK ) No.02H04766397 zt Qualified in Si ,y201 ss.: my commission Expire May 31 COUNTY OF r4 • s ) On the ��c day of November, 2014, before me, the,undersigned, personally appeared JOHN INGRILLI, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is described to the within instrument and acknowledged to me that he/she executed the same in his/her capacity, and that by his/her signature on the instrument, the individual, or person upon behalf of which the individual acted,,executed the instrument. N '�y Public S'ARRY K.HONIGMAN ' -Notary,Public?,state of Now Y®Ft t„ No.02H04766S97 lounw Olffied in si n Expires l RigmisMay 3 {Access Easement Agreement/) 'SCHEDULE`A (Tract 1) E?,LYING AND DEMS AT j ALL MjATCERTAIN VLOT,PIECE OR PMML OF WD, IAT OF SUFFOLK AND STATE 9F EVA YOM BOUNDED AND SES�EaEr i TOWN OF SOUTMLC1,COUNTY AS FOLLOWS; SWIINING AT A POINT ON THE$OUI11 NLN We OF MAIN ROAD WD POINT SWG A DISTANCE OF 451.74 FST MMUPED IN AWESTERLY-01RECTION ALONG'THE SOUTH�RI.Y SIDE OF MM.ROAD MOM THE IN R GItCiN FORM BY THE WESTI~RLY SIDE OF DOLL SIN DOE WITH THE SflLITt�IERLY SIDE OF MAIN i MSUD.PO3PIT ALSD,EEING WHERE THE NORTHWESIMY c fER OF LAAO NOW OR FORMERLY OF REESE Ik MRSECfSi THE S{kfltl RLY SIbt�Of MAIN ROAD; RUNNING TfiE@!CE SQi H 13a 3r CEF EAST ALONG LAND NOW OR fftl4ERLY OF SSE 05.0 FEE TO A PM ON THE SHORE UNE OF f ECONIC OAY; THENCE THE FOLLOWING WEE(3)TIE-LINE ODWW AND MSTANCES: 1.SOUTH 7r V UW WIST, 177.0 FEET-TO A POW'rl Z NORTH IV W 00"WEST,117.0 FEET M A POD1TTa, 3.NORTH W S7' jW 181>:ST',J14.i5 FEE"I'O A POW ON'l1H ,USTERLY LINE OF LAND NOW OR FORMERLY CIF oolO mmu T f110E NORTH I°29 34"1NE51'AL�7NG MEffndWEf?UND 400 FST TO A Y'OII�Ti ON THE SOUTHERLY LINE OF MALI ROAD; THENCE THE FOLLOtNSNS T"(2)COURSFn5 MD,DWANCES ALONG THE SOUTHStLY SIDES MA'N ROADS; 1.SOUTH 89B Sr or,FAST.98.42AI , A POW; 2.NORTH W or 2W E45T 68.75 f T TD TfiE polmT.OR MACE OF BEGINNING. i i i I SCHEDULE B (Tract 2) ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being at Arshamomaque, Town of Southhold, County of Suffolk and State of New York, beginning at a monument set on the southerly side of Main Road at a point where the northerly corner of the premises herein described and the northeasterly corner of land now or formerly of Sledjeski intersects the said southerly side of Main Road; THENCE'easterly and northeasterly along the southerly side of Main Road the following two (2) courses: 1. North 69 degrees 07 minutes 20 seconds East, 151.91 feet to a monument; " 2. North 51 degrees 37 minutes 20 seconds East, 154.01 feet; THENCE southerly 760 feet along Lots 14-18 ending at the southwesterly corner of Lot 1 and the Peconic Bay; THENCE westerly 309 feet to the land of Sledjeski; THENCE north 13 degrees 15 minutes 00 seconds West along land of-Sledjeski andthru an iron pipe 633.52,feet to a monument on the southerly side of Main Road, at the point or place of BEGINNING. Premises being known as: Dist: 1000 Section: 056.00 Block: 07.00 Lot: 004.001 {Access Easement Agreement/} C) Submission Without a Cover Letter Sender: A::.fc,,SG Subject:---- A-,- I - -c— SCTM#:.1000 - Date: I / 0- NOV 25 2014 Southold Town Comments: KPIanPing Board CO s) – C, (.CC) EASEMENT AGREEMENT EASEMENT AGREEMENT made and dated this_3� day of November, 2014, by and between NORTH FORK LENDING, LLC, maintaining an office at c/o Bullard Law Group, LLC, 225 Old Country Road, Melville, New York 11747 ("North Fork"), and MILL CREEK PARTNERS,LLC,maintaining an office at 64300 Main Road, Southold,New York 11171 ("Mill Creek"),hereinafter referred to, collectively, as the"Parties". WHEREAS, Mill Creek is the owner of a certain parcel of land commonly known as Tax Map District 1000, Section 56,Block 7, Lot 2, located in the Town of Southold, County of Suffolk, State of New York, as more particularly described in Schedule A annexed hereto and made part hereof("Tract I"); WHEREAS, North Fork is the owner of a certain parcel of land commonly known as Tax Map District 1000, Section 56, Block 7, Lot 4.001, located in the Town of Southold, County of Suffolk, State of New York, as more particularly described in Schedule B annexed hereto and made part hereof("Tract 2"); WHEREAS, Tract 1 and Tract 2 are adjoining parcels of land; and ,1 WHEREAS,the parties desire to grant each other access to and from Tract 1 and Tract 2 pursuant to the terms herein. NOW, THEREFORE, in consideration of the mutual covenants and promises contained'- herein and other good and valuable consideration, the receipt and adequacy of which-are her&I'y acknowledged,the parties agree as follows: 1. Subject to the terms herein, Mill Creek hereby grants, bargains, sells and conveys to North Fork a non-exclusive perpetual easement and right of way, in common with Mill Creek and others entitled to use the same, over, upon and across Tract 1, for the purpose of ingress and egress of pedestrian and vehicular travel to and from Tract 2. The easement established herein shall be appurtenant to and for the benefit of North Fork. 2. Subject to the terms herein,North Fork hereby grants, bargains, sells and conveys to Mill Creek a non-exclusive perpetual easement and right of way, in common with North Fork and others entitled to use the same, over, upon and across Tract 2, for the purpose of(i) ingress and egress of pedestrian and vehicular travel to and from Tract 1; and (ii) the existence, use, enjoyment, repair and replacement of all driveways, site improvements, landscaping, water systems, cesspools and systems, electric power cables, telephone cables and all other utility facilities now or hereinafter located on Tract 2 or through. The easement established herein shall be appurtenant to and for the benefit of Mill Creek. 3. Any ingress to Tract 1 by the owners, occupants, guests or invitees of North Fork shall be such as not to obstruct or interfere with Mill Creek's use and occupancy of Tract 1. {Access Easement Agreement vl/} 1 ' r Likewise, any ingress to Tract 2 by the owners, occupants, guests or invitees of Mill Creek shall be such as not to obstruct or interfere with use and occupancy of Tract 2. 4. North Fork hereby further grants Mill Creek and its contractors, suppliers, employees and agents the right of access to Tract 2 in order to construct and maintain such improvements on Tract 2 which may be necessary in connection with the development of Tract 1, including, but not limited to, the right to construct common driveways, improvements, site work, landscaping and parking areas necessary to accommodate the mutual access between the parcels and the development of Tract 1. North Fork shall be responsible for the repair, upkeep and maintenance of any site improvements made on Tract 2 as well as to the driveway between Tract 1 and Tract 2 (including snow and ice removal on any driveway servicing Tract 1 and Tract 2), except to the extent repairs or maintenance is required because of the negligence, willful misconduct or misuse by North Fork or North Fork's invitees, employees, agents or contractors. 5. Mill Creek shall indemnify, defend and hold North Fork harmless from any damages or liability to persons or property that might arise at any time from the exercise of by it and/or its customers, invitees, suppliers, employees, and tenants, of Mill Creek's rights under this Agreement. North Fork shall indemnify, defend and hold harmless Mill Creek from any damages or liability to persons or property that might arise at any time from the exercise of by it and/or its customers, invitees, suppliers, employees, and tenants, of North Fork's rights under this Agreement. 6. Nothing contained herein shall be used or construed as a grant of any rights to any public or governmental authority or agency. 7. If there is a failure by any party to perform, fulfill or observe any agreement contained within this Agreement to be performed, fulfilled or observed by it, continuing for thirty (30) days, or immediately in situations involving potential danger to the health or safety of persons in, on or about, or substantial deterioration of, Tract 1 or Tract 2 or any portion or any part thereof, in each case, after written notice, the other party may, at its election, cure such failure or breach on behalf of the defaulting party. Any amount which the party so electing shall expend for such purpose, or which shall otherwise be due by either party to the other, shall be paid to the party to whom due on demand, without contest, upon delivery of its invoice. The provisions of this paragraph shall be in all respects subject and subordinate to the lien of any mortgages or deeds of trust at any time or from time to time on the land of the defaulting party and the rights of the holder or holders of any mortgages or deeds of trust. In the event either party files a lawsuit in connection with this Agreement or any provisions contained herein, then the party that prevails in such action shall be entitled to recover from the non-prevailing party reasonable attorneys' fees and costs of court incurred in such lawsuit. 8. The grants and other provisions of this Agreement shall constitute easements and covenants running with the land for both Tract 1 and Tract 2. The grants and other provisions of this Agreement shall inure to the benefit of, and be binding upon, each party hereto, and their respective successors and assigns, including, but not limited to, all subsequent owners of Tract 1 and Tract 2 or any portion thereof and all persons claiming under them. Upon the conveyance of {Access Easement Agreement vt/} 2 r any party's interest in Tract 1 or Tract 2, such party shall be released from liability under this Agreement for any obligations arising after the date of such conveyance. 9. The terms, covenants and conditions contained in this Agreement shall run with the land and shall inure to the benefit of the owners, successors and assigns of the respective parcels described herein, and shall be binding upon the owners, successors and assigns of the respective parcels described herein, and any other person or other entity,which at any time in the future will become the owner of the said parcels of land described herein. This Agreement may not be amended or terminated without the consent of both parties hereto. 10. All notices, demands or requests made pursuant to, under or by virtue of this Agreement must be in writing and sent to the parry to which the notice, demand or request is being made by either(a) certified or registered mail,return receipt requested, (b) Federal Express or other reputable overnight delivery service providing for written evidence of delivery for next business day delivery, or (c) hand delivery against written receipt, in all cases addressed as follows (or to such other address or addresses as the parties hereto may hereafter designate by notice to the other): If to Mill Creek: Mill Creek Partners, LLC P.O. 326 Cutchogue,New York 11935 If to North Fork: North Fork Lending,LLC c/o Bullard Law Group,PLLC 225 Old Country Road Melville,New York 11747 11. This Agreement contains the entire agreement and understanding between the parties with respect to the subject matter hereof and supersedes any prior or contemporaneous written or oral agreements, representations and warranties between them respecting the subject matter hereof. 12. The execution, interpretation and performance of this Agreement shall be governed by the laws of the State of New York, without giving effect to conflict of law or choice of law rules. 13. In connection with the transactions contemplated by this Agreement, the parties hereto agree to execute such additional documents and papers and to perform and do such additional acts and things as may be reasonably necessary and proper to effectuate and carry out the transactions contemplated by this Agreement. {Access Easement Agreement vl/} 3 r i IN WITNESS WHEREOF, the parties have duly executed this Agreement as of the date first above written. NO FORK G, LLC By: N e: C- Title: c✓o -�� MILL C RE T L By: 7a e: Jo grilli i e: Member {Access Easement Agreement v1/} 4 STATE OF NEW YORK ) ss.. COUNTY OF SUFFOLK ) On the DO` day of November, 2014, before me, the undersigned, personally appeared EDWARD J. BULLARD JR., personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is described to the within instrument and acknowledged to me that he/she executed the same in his/her capacity, and that by his/her signature on the instrument, the individual, or person upon behalf of which the individual acted, executed the instrument. o is BARRYK. ON AN Notary Public-S of New Yo No.02H04766397 STATE OF NEW YORK Qualified in Suffolk Courtly �$ My Commission Expires May 31,A�,� ss.: COUNTY OF � — ) On the IS" day of November, 2014, before me, the undersigned, personally appeared JOHN INGRILLI, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is described to the within instrument and acknowledged to me that he/she executed the same in his/her capacity, and that by his/her signature on the instrument, the individual, or person upon behalf of which the individual acted, executed the instrument. ary Public BARRY . ONIGMAN piotary Public-State of New York No.02H04766397 Qualified in Suffolk County AC My Commission Expires May 31,20_x„ {Access Easement Agreement/} SCHEDULE A (Tract 1) i i I ALL IMT CERTAIN PLOT,PIECE OR PARCEL OF LAND,SITUATE,LYING AND BEING AT ARSHAMOMOSUE, TOWN OF SOUT'IiOLtt,COUNTY OF SLIFFDLK AND STATE OF NEW YOM BOUNDED AND DE ED AS i FOLLOWS-. i 8ffiINNING ATA POW ON THE SOMRLY SIDE OF MAIN ROAD SAM POINT BEING A DISTANCE OF 451.74 FTXT MEASURED IN A WESTERLY DIRECTION ALONG THE SOUTHERLY SIDE OF MAIN ROM FRO14 THE WMRSECITON FORMED BY THE WESTERLY SIDE OF DOLPHIN DRIVE WITH H THE SOUTHERLY SIDE OF MAIN i ROAD,SAID POINT ALSO BEING WERE THE NORTHWESTERLY CORNER OF LAND NOW OR FORMERLY OF REESE INMRSECTS THES{WWRLY SIDE OF MAIN ROAD; i RUNNING THENCE SOUTH 130 1S DQ"EAST ALONG LAND NOW OR FMNERLY OF REESE 95.0 Hi TTO A POINT ON VE SHORE LIME OF PECONIC BAY, THENCE THE FOLLOWING THREE(3)TIC-LINE ODURSES.AND DISTANCES: I 1+SOUTH 7Z®V Ilii`WEST, 177.0 FET TO A P8TATL'; 2,NORTH 130 W T)4"WES7,117.0 FEET TO A POIM; 3.NORTH 6V 57 Ur WESd',114.18 FEET TO A POINTON THE EA57ERLY LINE OF LAND NOW OR FORMERLY OF GOLDSMITH; 7HE NCE NORTH i°BY 30"WESTALONG LAST"MENTIONED LAND 46$.04 FE t"TO A FoZN T ON THE I� SOLlTF1MY LINE OF MAIN ROAD; ZHENCE THE FOLD MING'TM(Z)CI1LlM AND INSTANCES ALONG THE SOUL ERLY SIDEOF MAIN ROAD; 1.SOUTH 011 Sr Or FAST,0,42 FEET TO A POW; 2.NORTH W 07'20'B457s ES.75 FEET TO THE POINT OR PLACE OF BEGINNING. i i i i i i i i I _y SCHEDULE B (Tract 2) ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being at Arshamomaque, Town of Southhold, County of Suffolk and State of New York, beginning at a monument set on the southerly side of Main Road at a point where the northerly corner of the premises herein described and the northeasterly corner of land now or formerly of Sledjeski intersects the said southerly side of Main Road; THENCE easterly and northeasterly along the southerly side of Main Road the following two (2) courses: 1. North 69 degrees 07 minutes 20 seconds East, 151.91 feet to a monument; 2. North 51 degrees 37 minutes 20 seconds East, 154.01 feet; THENCE southerly 760 feet along Lots 14-18 ending at the southwesterly corner of Lot 1 and the Peconic Bay; THENCE westerly 309 feet to the land of Sledjeski; THENCE north 13 degrees 15 minutes 00 seconds West along land of Sledjeski and thm an iron pipe 633.52 feet to a monument on the southerly side of Main Road, at the point or place of BEGINNING. Premises being known as: Dist: 1000 Section: 056.00 Block: 07.00 Lot: 004.001 {Access Easement Agreement/} November 21,2014 Planning Board Southold Town NOV 21 2014 Attention:Brian Cummings Annex Building Southold Town Southold,New York 11971 Planning Board RE:Mili_Creek.Partners LLC 64300 Route 25 Southold,NY 11971 Dears Sirs: I understand that there will be a Work Session or Meeting regarding more changes at the Property known as the Mill Creek Partners ,LLC Apparently when the Town Trustees, and the Planning Board-approve the initial Site Plan, and we had the initial participation of the Public, obviously the Planning Department has closed session meetings.for the changes. I come to this conclusion, because things that The Public would argue being Destructive to the Freshwater Wetlands and Peconic Bay are adversely going to effect the public without their knowledge, as the entire Plan has been changed without Public Invited Hearings. These excessive changes over this time should have required Trustee Board Public Meetings.This is becoming an entire new Plan than originally-approved, and there have been no public Trustee Agenda's regarding all these new changes. It has become a regular policy in this Town to ask for a Plan to be approved by al1,Town Departments involved in the decision to approve or deny everything noted in the Plan. It then is approved because it is already anticipated by the Builder or Owners of the property,that they will then ask for additional things they want,or have already done without the knowledge of ALL involved Town Departments . This is why we have problems with our waters and seafood. There is not enough continuity with ALL Town Departments and the Public. Builders take advantage of all this. During your upcoming Meeting or Discussion,my concern is that the changes they want be denied if it effects their original Parking Spaces, and if it does,that they will try toget you to approve more parking in the Wetland area. If they knew in the beginning how many parking spaces they needed,then they should have not added so many changes. The Plan approved tells them how many Parking Spaces they are required to have within the Site. Please make note of these things,in view of the fact they have gone beyond the footprint of the property again,and all Departments involved are not aware of what these changes are. This places the Building closer to the Designated Fresh Water Wetlands. I also want it noted that they should not be allowed to use Valet parking as a way to park cars off the site and try to get that counted as parking spaces. They must abide, as noted, in the approval,to have the amount of Parking Spaces on the site in order to be counted. Builders have to start respecting our Natural Resources, and not make a business of destroying them. I would like these concerns addressed at the Meeting, as they are asking for yet another change. I do look forward to safer environmental decisions. I also think all Departments should discuss changes before allowing them on their own, as this is also a Fresh Water and Bay-Sound issue. Sincerely, Eileen Schiavetta PO Box 714 320 Tarpon Drive Southold,NY 11971 477-6202 ti ` L;7E, c,,� To:Southold Planning Department,Attention Heather --NOV' ,7 2014 From: Mill Creek Partners LLC, Eugene Burger Southold Fown Planning Board Re:Mill Creek Marine Basin Site Plan ( Cf c7 �- Trustees permit is submitted and pending. The Town has on file the covenants that aloow us to do improvements. Added the changes you requested. If approved amended DOT permit will follow. r SOA,.,.�.d Planning Department Stai-i-keport Site Plan Application Work Session Date February 23, 2015 Prepared By: Brian Cummings I. Application Information Project Title: Mill Creek Inn & Marina II. Action Review all staff comments. This Site Plan is for a proposed 50 slip marina & 8,989 s.f. restaurant with marina/dock master building, parking areas and site drainage on a 3.27 acre parcel and a proposed boat yard and 71 parking stalls on a 4.74 acre adjacent parcel (56.-7-4.1) in the M-I I Zoning District, Greenport. On November 7, 2014, Eugene Burger, agent, submitted a request for a revision to the Approved Site Plan to move the driveway curb cut location 17' feet to the east, enlarge the driveway from 24' to 30', add a 5' wide walkway to the marina area from the rear of the parcel connecting to the main entrance of the building, re-locate eight (8) standard parking stalls and one (1) ADA providing for a drop-off and pick-up area at the main entrance, and shift the eastern parking lot 15' further east at its northernmost point and 7' at its southernmost point III: Analysis With reference to the Planning Board resolution dated December 16, 2014; approval to the revised site plan with two (2) conditions: 1. Provide an up-dated permit from the Town Trustees acknowledging the proposed re-location of the parking area and the proposed addition of a 5' wide walkway. Submitted: Administrative Amendment granted January 21, 2015 to permit #8029 (see attached for permit details) 2. Provide an up-dated Highway Work Permit from the NYSDOT acknowledging the re-location of the proposed curb cut to NYS Rt. 25. Submitted: NYSDOT permit#29144/47594 granted January 14, 2015 and expires July 20, 2015 (see attached for permit details) V: Staff Recommendations 1 The two (2) conditions of the revised site plan approval granted by the Planning Board have been satisfied as required; it is recommended that the Board authorize the Chairman to endorse the site plan showing the revision to site plan approval. 2 z Z4 John M. Bredemeyer III,Presidents �1`0ti Town Hall Annex Michael J.Domino,Vice-President 54375 Main Road P.O. Box 1179 , James F.King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee �� Telephone(631) 765-1892 Charles J.Sanders,Trustee r ���i Fax(631)765-6641 f BOARD OF TOWN TRUSTEES F> TOWN OF SOUTHOLD January 21, 2015 `3 Mr. Eugene Burger Mill Creek Partners LLC PO Box 934 Cutchogue, NY 11935 RE: MILL CREEK PARTNERS LLC 64300 ROUTE 25, GREENPORT SCTM#56-7-2 Dear Mr. Burger: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, January 21, 2015: RESOLVED, that the Southold Town Board of Trustees APPROVES the Administrative , Amendment to Wetland Permit#8029 to relocate the parking lot 5' to the east and add a 5' wide brick walkway; relocate eight (8) parking spots from the front of the main entry to the southeast in order to create a pick-up/drop-off area; and to raise a 50' section of bulkhead located at the southwest section of the marina approximately 5' to 6.5' higher in order to match the current height of the adjacent sections; the as-built extension of retaining wall at Gangway A behind the ramp and loading dock by 30' with a return to the bank; extend the retaining wall at Gangway B behind the ramp and loading dock by 30' with a return to the bank; install a timber guard rail at the west side of the property similar to the east; with the condition to create additional 75sq.ft.-100 sq.ft. of intertidal wetlands within marina basin; and as depicted on the revised site plan prepared by Samuels & Steelman Architects, last dated December 15, 2014 and stamped approved on January 21, 2015. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. 2 If you have any questions, please call our office at (631) 765-1892. Sincerely, John M. Bredemeyer III President, Board of Trustees JMB:amn Sta.- of New fork PERM 42(09/09) Department of Transportation Highway Work Permit Permit No.: 20141047594 n Date Issued: 01/14/2015 j; Project ID No.: Expiration Date: 07/20/2015 * *Permittee 1: Permittee 2: MILL CREEK PARTNERS,LLC 1000-05600-0700-002000 64300 MAIN ROAD P.O.BOX 326 CUTCHOGUE,NY 11935 , Emergency Contact: EUGENE BURGER Emergency Number: 631-484-9763 *Permittee 4• *Permittee 3• BURGER CONSTRUCTION,INC. 20121029144 P.O.BOX 934 CUTCHOGUE,NY 11971 Under the provisions of the Highway Law or Vehicle&Traffic Law,permission is hereby granted to the permittee to: TO CONSTRUCT AND PERMANENTLY MAINTAIN ACCESS,CURB AND OTHER INCIDENTAL WORK ON THE S/S/O NY 25 BETWEEN MMS 1633-1634 AS PER ATTACHED PLANS AND SPECIFCATIONS.ALL WORK SHALL BE TO CURRENT NYSDOT STANDARDS/SPECIFICATIONS AND SHALL BE TO THE SATISFACTION OF THE RESIDENT ENGINEER.NOTE-THE TURN DOWN CURB REVEAL SHOULD BE ZERO(0)",NOT ONE(I)" THE PERMITTEE IS RESPONSIBLE FOR TEMPORARY TRAFFIC CONTROL IN ACCORDANCE WITH THE NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE NYS SUPPLEMENT ANYONE WORKING WITHIN THE HIGHWAY RIGHT-OF-WAY SHALL WEAR HIGH-VISIBILITY APPAREL MEETING THE ANSI 107-2004 CLASS 11 STANDARDS AND A HARD HAT County Municipality State Hwy State Route Beg Ref End Ref SUFFOLK SOUTHOLD 8229 25 25 07041633 25 07041634 as set forth and represented in the attached application at the particular location or areas. or over the routes as stated therein, if required; and pursuant to the conditions and regulations general or special,and methods of performing work,if any;all of which are set forth in the application and form of this permit.See additional conditions on PAGE 2. THIS PERMIT IS ISSUED BASED ON ALL LOCAL,STATE,AND FEDERAL REQUIREMENTS BEING SATISFIED. Dated at: Hauppauge Date Signed: 01/14/2015 Commissioner of Transportation By: Emili Sosa 14, IMPORTANT: THIS PERMIT,WITH APPLICATION AND DRAWING(OR COPIES THEREOF)ATTACHED,SHALL BE PLACED IN THE HANDS OF THE CONTRACTOR BEFORE ANY WORK BEGINS.THE HIGHWAY WORK PERMIT SHALL BE AVAILABLE AT THE SITE DURING CONSTRUCTION. , , BEFORE WORK IS STARTED AND UPON ITS COMPLETION,THE PERMITTEE ABSOLUTELY MUST NOTIFY: Cary Leuschner,Resident Engineer 631-727-1731 "UPON COMPLETION OF WORK",SECOND TO LAST PAGE,MUST BE COMPLETED,SIGNED BY THE PERMITTEE,AND DELIVERED TO THE RESIDENT ENGINEER. 1 /1 A 11%AI C The issuing authority reserves the right to suspend or revoke this permit at its discretion without a hearing or the necessity of showing cause, either before or during the operations authorized. The Permittee will cause an approved copy of the application to be and remain attached hereto until all work under the permit is satisfactorily completed,in accordance with the terms of the attached application.All damaged or disturbed areas resulting from work performed pursuant to this permit will be repaired to the satisfaction of the Department of Transportation. * Upon completion of the work within the state highway right-of-way authorized by the work permit, the person, firm, corporation, municipality,or state department or agency,and his/her or its successors in interest,shall be responsible for the maintenance and repair of such work or portion of such work as set forth within the terms and conditions of the work permit. Permit Fee: $200.00 Insurance Fee: $0.00 Total Fees: $200.00 Amt Redd 1: $200.00 Check Num: 4430 Check Date: 31-DEC-14 App 1 Dep Ck#: 9512001299 App 1 Dep Amt: $10,000.00 Dep Ck Dated: 20-FEB-13 UOF: App 1: No App 2: No App 3: No App 4: No ttachments and additional requirements to this Highway Work Permit include: PERM 33-Highway Work Permit Application for Non_Utility Work PERM 41-1d-Method of Performing Work within the State Right of Way Plans signed and stamped by a Licensed PE Condon 16-DEC-14 END OF ATTACHMENTS J -� Souo-,61d Planning Department Stdr,'Report Site Plan Application Work Session Date December 15, 2014 Prepared By: Brian Cummings I. Application Information Project Title: Mill Creek Inn & Marina II. Action Review all staff comments with regard to the proposed revision to the approved site plan. III: Analysis With reference to the approved site plan dated May 22, 2013 and the proposed revised plan received by the Planning Board November 7, 2014: 1. Proposed: a. Relocate the driveway curb cut to NYS Rt. 25 approximately 22'6" to the east, which provides for a 24' wide landscaped area between the existing retaining wall and pavement line Staff: the proposed location of the curb cut will straddle the property lines of the two parcels; a cross access easement agreement has been provided and filed as required. Liber D00012799 Page 069 b. Construct a 5' wide walkway from the rear of the parcel connecting to the main entrance of the building. This proposal relocates eight (8) parking stalls to the SE of the site (on the adjacent parcel) and one (1) ADA stall to the front parking lot and creates a drop off and pick up area at the side of the building. Staff: the trustees conducted a site visit on December 10th 2. Planning Board letter dated December 11, 2014: a. Revise the plan to show the difference between the May 2013 approved site plan and the proposed revisions. On the plan, please provide the following: i. The location of the approved curb cut, parking lot curb line, limit of clearing line and fresh water wetlands line ii. The location of the proposed curb cut, parking lot curb line, limit of clearing line and wetlands line and include the dimensions marking the difference from their approved location 1 iii. Notation: "This plan is for the purpose of illustrating the changes to the approved site plan, which was approved on May 21, 2013. Refer to the approved site plan for all other details" b. Please provide five (5) prints of the revised plan with the stamp, seal and signature of a NYS licensed professional. c. Provide an updated permit from the Town Trustees acknowledging the proposed relocation of the parking area and the proposed addition of a 5' wide walkway. d. Provide an updated Highway Work Permit from the NYSDOT acknowledging the relocation of the proposed curb cut to NYS Rt. 25. V: Staff Recommendations 1. Require the Applicant to provide: a. An updated permit from the Southold Town Trustees acknowledging the 5' wide walkway and the shifting of the parking to the east; b. An updated highway work permit from the NYSDOT acknowledging the relocation of the driveway curb cut 2. Consider passing a resolution with conditions (see above items) specifically detailing the proposed revision to the approved site plan. 2 Sou"Lnold Planning Department Stcll,�Report Site Plan Application Work Session Date May 6, 2013 Prepared By: Brian Cummings I. Application Information Project Title: Mill Creek Inn & Marina II. Action Review all staff comments. This site plan is for a proposed 50 slip marina & 8,989 s.f. restaurant with marina/dock master building, parking areas and site drainage on a 3.27 acre parcel and a proposed boat yard and 71 parking stalls on a 4.74 acre adjacent parcel (56.-7-4.1) in the M-II Zoning District, Greenport. III: Analysis A. This application has successfully obtained permits from the NYSDOT, NYSDEC and ST Trustees. DEC requirements have been included in the site plan including separate site plan pages for DOT, SWPPP and sanitary/septic system information. Planning Board letter dated April 11, 2013: 1. Provide a revised Photometric Plan to meet Code requirements for exterior lighting pursuant to §172. This is necessary due to the areas on the plan where the foot candle measurements exceed the Code maximum 5.0 foot candles. Submitted: A revised photometric plan has been submitted and includes only one (1) foot candle measurement value that exceeds 5.0 (listed at 5.1). The remaining values on the entire site do not exceed 5.0 foot candles. 2. Provide proof for the filing of the required covenant and restrictions for the mandatory bi-annual pump-out of the grease trap(s) and septic tanks. The receipt of filing must be submitted to this Department to satisfy the requirement. Submitted: A receipt of filing with the County Clerk has been provided to this Department. The covenant was filed April 26, 2013; Liber D00012727, Page 711. 3. Provide the approved site plan from the Suffolk County Department of Health Services with an original SCDHS approval stamp. 1 Staff: Approval from the SCDHS remains outstanding. V: Staff Recommendations 1. Require the Applicant to obtain approval from the Suffolk County Department of Health Services (SCDHS) and provide the site plan with an original SCDHS approval stamp. 2. Instead of requiring the Applicant to revise the entire photometric plan, consider an alternative such as installing a bulb in the particular fixture that shows a foot candle measurement of 5.1 to something lower in wattage than the bulb currently proposed to ensure that the lighting meets §172 of the Town Code. 2 Soutnvld Planning Department Sta•1.-`Report Site Plan Application Work Session Date April 8, 2013 Prepared By: Brian Cummings I. Application Information Project Title: Mill Creek Inn & Marina II. Action Review all staff comments and schedule for a determination. This site plan is for the proposed .improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel and a proposed boat yard and 71 parking stalls on a 4.74 acre adjacent parcel (56.-74.1) in the M-II Zoning District, Greenport. III: Analysis A. This application has successfully obtained permits from the NYSDOT, NYSDEC and ST Trustees. DEC requirements have been included in the site plan including separate site plan pages for DOT, SWPPP and sanitary/septic system information. Planning Board letter dated December 5, 2012: 1. Provide on-site parking for bicyclists; this property abuts State Bicycle Route 25. Submitted: A bicycle rack has been provided on the site plan. 2. Add a condition to the site plan stating that the septic system will be pumped out twice a year, once in May and once in October. This pump-out requirement is required every year. This condition must also be filed as a covenant on the property. a. This condition and covenant is required as mitigation to the potential large impacts of the wastewater generated by this site to the groundwater and surface water. Submitted: A note has been included on the site plan (page SP-2). Staff: The covenant language has been provided to the applicant in order to file with the County Clerk's office. 3. Submit a Photometric Plan for all proposed exterior lighting on site. 1 a. The lighting must meet all requirements of§172 of the Town Code. The photometric plan shall display footcandle measurements in a grid, indicating the light levels for all proposed fixtures at the designated mounting heights up to all property lines OR until the footcandle measurements reach O.Ofc. In addition, please include lighting manufacturer specifications (cut sheets) for all proposed fixtures and their intended hours of illumination (please note if they are intended to be controlled by a timer). b. In no instance may any lighted surface, as installed, exceed five (5.0) footcandles unless it can be demonstrated that a higher level is necessary for the proposed use. (Higher levels should be based on guidelines established either in the IESNA Handbook or similar professional or governmental guidelines or regulations.) Submitted: A photometric plan has been submitted; however it is not in compliance with Town Code. Staff: After review, it was found that there are numerous values measured in and around the marina (as well as the terrace decks) that greatly exceed the`maximum Code foot candle measurement of 5.0. The Applicant has been notified of these areas. 4. Add a condition to the site plan stating that a portable pump-out station will be available on-site for all vessels harbored in the marina. This condition shall be fulfilled by keeping an activity and maintenance log for the portable pump-out. Submitted: A note has been included on the site plan (page SP-2) 5. Remove the note found on page "SP-4" that says "New Septic System for Dock Master Building". Submitted: This notation has been removed. 6. Relocate one (1) ADA compliant space from the front of the building down to where the proposed handicap access ramp to the marina is located. A standard parking stall should be created in its place. Submitted: one (1) ADA space and subsequent ramps down to the docks have been provided adjacent to the marina on the site plan. 7. Landscape Plan: a. Provide Switchgrass (Panicum Virgatum) in lieu of the proposed Ornamental Grasses. Switchgrass have superior environmental qualities including the absorption of oil(s). 2 b. Provide Scarlet Oak or Red Oak trees in lieu of the proposed London Plane Trees. c. The Planning Board agreed that incorporating colored plantings to the landscape design would be nice and some leniency towards non-native plantings will be granted if located close to the building. d. The Planning Board would like to see at least 50% of the proposed landscaping to be native plantings and should be manageable with the replacement of the above mentioned trees and supplemental plantings around the proposed parking area. Submitted: Shenandoah Switchgrass has been provided on the landscaping plan in lieu of ornamental grasses. Red Oak Trees have been provided on the site plan as large shade trees in the proposed parking area. Eastern Redbuds have been proposed in the landscaped areas immediately around the building. V: Staff Recommendations 1. Require that the Photometric Plan be revised to meet Code requirements pursuant to §172. The Applicant has been notified of the areas on the plan where the foot candle measurements exceed the Code maximums. 2. Approval from the SCDHS remains outstanding. Once approval from the SCDHS is obtained, require that the Applicant submit the original map with the original approval stamps and seals to this Department for documentation review in comparison with the site plan before the Planning Board. 3. Covenant and Restrictions for the required bi-annual sanitary system have been provided to the Applicant for filing with the County Clerk. Proof of this filing (including the Liber and page) must be submitted to this Department to satisfy this requirement. 3 r . MAILING ADDRESS: PLANNING BOARD MEMBERSO� OF so P.O. Box 1179 DONALD J.WILCENSKI ySouthold,NY 11971 Chair �o OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G Q 54375 State Route 25 JAMES H.RICH III %� �� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDORCOU'M' Southold, NY 111, Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 21, 2013 Ms. Nancy Steelman Samuels & Steelman Architects 25235 Main Road Cutchogue, NY 11935 Re: Approval: Site Plan for Mill Creek Inn & Marina Located at 64300 NYS Rt. 25, 1424'west of Dolphin Drive, Greenport SCTM#1000-56-7-2& 56-7-4.1 Zoning District: M-II Dear Ms. Steelman: The following resolutions were adopted at a meeting of the Southold Town Planning Board on May 20, 2013: WHEREAS, this site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 sq. ft. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel and a proposed boat yard and 71 parking stalls on a 4.74 acre adjacent parcel (56-7-4.1) in the M-II Zoning District, Greenport; and WHEREAS, on March 6, 2012, Nancy Steelman, agent to the applicant, submitted an application for site plan review; and WHEREAS, at a Work Session held on April 9, 2012, the Planning Board accepted the application for review; and WHEREAS, on April 16, 2012, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on April 16, 2012, the Southold Town Planning Board, pursuant to 6 NYCRR Part 617, Section 617.7 of the State Environmental Quality Review Act (SEQRA), initiated the SEQRA lead agency coordination process for this Unlisted Action; and Mill Creek Inn & Marina Pape Two May 21, 2013 WHEREAS, on April 19, 2012, the Architectural Review Committee reviewed the application, provided comments, and the plans were revised to the satisfaction of the Planning Board; and WHEREAS, on May 2, 2012, the Southold Town Engineering Inspector reviewed and approved the proposed drainage and the Planning Board accepted his recommendation; and WHEREAS, on May 15, 2012, the Suffolk County Planning Commission deemed the site plan application a matter for local determination as there appears to be no significant county-wide or inter-community impact(s); and WHEREAS, on June 4, 2012, a public hearing was held and closed for the above- referenced application; and WHEREAS, on June 6, 2012, the Greenport Fire District found that there was adequate fire protection as proposed; and WHEREAS, on July 6, 2012, the Town of Southold LWRP Coordinator reviewed the above-referenced project and determined the proposed project to be consistent with Southold Town LWRP policies; and WHEREAS, on August 16, 2012, the Southold Town Zoning Board of Appeals reviewed the proposal to construct a dock master building within the Code required minimum 75' from an existing bulkhead and granted the variance as applied for under Appeal Number 6575; and WHEREAS, on September 20, 2012, the Southold Town Zoning Board of Appeals reviewed the Special Exception proposal to operate a restaurant in a Marine-II Zoning District and granted approval of the Special Exception Use as applied for under Appeal Number 6589 with the following conditions: 1. The Special Exception Permit granted herein may involve a change in occupancy or a change in use or a change within a classification of the occupancy. Therefore, as a condition of approval, the applicant must contact the Building Department to make the determination whether or not a Building Permit is required and that changes will be NYS Code compliant. 2. This Special Exception Permit shall be deemed void if the applicant cannot comply with the minimum on site requirement of 110 parking stalls as calculated in a Planning Board memoranda, dated September 13, 2012, written by Brian Cummings, Planner; and WHEREAS, on September 25, 2012, the Southold Town Fire Inspector reviewed the application, provided comments, and the plans were revised to the satisfaction of the Planning Board to provide adequate fire protection and emergency access for the site; and r • • Mill Creek Inn & Marina Page Three May 21, 2013 WHEREAS, on October 22, 2012, the Planning Board declared Lead Agency status for the SEQRA review of this unlisted action; and WHEREAS, on November 20, 2012, the Planning Board completed a coordinated review of this Unlisted Action pursuant to SEQRA and made a determination of non- significance for the proposed action and granted a Negative Declaration with one (1) condition: in order to mitigate the potential adverse effects to groundwater quality, the applicant is required to pump-out the sanitary system bi-annually - once in May and once in October, to reduce the amount of wastewater in the system; and WHEREAS, on December 13, 2012, the New York State Department of Environmental Conservation (DEC) issued three (3) permits: Tidal Wetlands Permit under Permit#1- 4738-03462/00006, Water Quality Certification under Permit#1-4738-03462/00007 and Excavation & Fill in Navigable Waters under Permit#1-4738-03462/00008. The three (3) permits issued expire December 12, 2017; and WHEREAS, on January 23, 2013, the Southold Town Trustees reviewed and approved the proposed construction under Wetland Permit Numbers: 8026 & 8029. Both permits expire January 23, 2016; and WHEREAS, on March 5, 2013, the New York State Department of Transportation (DOT) issued a Highway Work Permit under Permit#20121029144 and it expires September 1, 2013; and WHEREAS, at their Work Session on April 8, 2013, the Planning Board approved Covenants and Restrictions for the above-referenced application and required them to be filed with the Suffolk County Clerk Record's Office; and WHEREAS, on April 26, 2013, the applicant submitted a "receipt of filing", verifying the Covenants and Restrictions were filed with the Suffolk County Clerk regarding the bi- annual pump-out of the grease trap and septic tanks required every year- Liber D00012727, Page 711; and WHEREAS, the site plan contains an area located on a separate 4.74 acre parcel (SCTM#1000-56-7-4.1) that is leased by the applicant. This area contains 71 of the 110 required parking stalls and is hereinafter referred to as the "leased parking area". The present owner of the parcel is Richard J. Principi, Jr. and the applicant has obtained a lease to use the parcel for this purpose. A copy of the lease has been reviewed by the Planning Board and is dated May 1, 2012, with a term limit of twenty (20) years, expiring in May, 2032; and WHEREAS, at their Work Session on May 6, 2013, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met except for two items as follows: SII Mill Creek Inn & Marina Page Four May 21, 2013 1. Receipt of the site plan stamped approved by the Suffolk County Department of Health Services; and 2. Receipt of the Building Inspector's certification of the proposed uses; and WHEREAS, on May 9, 2013, the applicant submitted a copy of the site plan approved and stamped by the Suffolk County Department of Health Services on May 3, 2013 for "Mixed Uses @ 5,640 gpd" under Reference Number C10-12-0009; and WHEREAS, on May 17, 2013, the Southold Town Chief Building Inspector reviewed and certified the proposed marina (1000-56-7-2) and boatyard (1000-56-7-4.1) as permitted uses in the M-11 Zoning District and certified the proposed restaurant as a permitted use by Special Exception (ZBA File #6589); therefore be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board grants Approval with two (2) conditions to the site plan entitled "The Mill Creek Inn & Marina", dated March 2, 2012 and last revised March 20, 2013, prepared by Samuels & Steelman, Architects. The Chairman is hereby authorized to endorse the site plan, including the following twenty (20) pages of related plans: 1) SP-1: Key Plan, 100th Scale 2) SP-2: Key Plan, 40`h Scale 3) SP-3: Enlarged Site Plan North, 20th Scale 4) SP-4: Enlarged Site Plan South, 20`h Scale 5) SP-5: Enlarged Site Plan- Landscape & Lighting 6) SP-6: Section Thru Marina Basin 7) BEGA 1: Site Lighting Plan 8) BEGA 2: Site Lighting Plan 9) BEGA 3: Site Lighting Plan 10) 1: Sanitary Plan 11) 2: Sanitary Profiles 12) C-1: DOT Site Plan 13) C-2: DOT Grading & Drainage Plan 14) C-3: DOT Construction Details 15) SWPPP-1: SWPPP Overall Site Plan 16) SWPPP-2: SWPPP Details & Notes 17) 1: First Floor Plan - Restaurant 18) 2: Second Floor Plan, Basement Plan - Restaurant 19) 3: Building Elevations - Restaurant 20) 4: Floor Plans & Elevations - Dock Masters Building Mill Creek Inn & Marina Pape Five May 21, 2013 Conditions: 1. The restaurant shall not be opened for business until all site work has been completed to the satisfaction of the Planning Board, and a Certificate of Occupancy has been obtained from the Building Department. 2. If the applicant cannot comply with the minimum on-site requirement of 110 parking stalls as shown on the approved site plan referenced herein, the applicant shall immediately file an application with the Planning Board for an amended site plan approval to identify alternative parking or some other remedy to the situation acceptable to the Planning Board. Failure to comply with these conditions shall constitute a violation of this approval. Please also note the following requirements in the Southold Town Code relating to site plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. Mill Creek Inn & Marina Page Six May 21, 2013 A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: Applicant Signature: / Date: AIAILING ADDRESS: PLANNING BOARD AIEMBERS q so P.O. Box 1179 DONALD J.WILCENSKI Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR coulm, Southold, NY Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD D IPAY 2 2 20 May 21, 2013 Ms. Nancy Steelman M,: Samuels & Steelman Architects 25235 Main Road Cutchogue, NY 11935 Re: Approval: Site Plan for Mill Creek Inn & Marina Located at 64300 NYS Rt. 25, i424' west of Dolphin Drive, Greenport SCTM#1000-56-7-2& 56-7-4.1 Zoning District: M-11 Dear Ms. Steelman: The following resolutions were adopted at a meeting of the Southold Town Planning Board on May 20, 2013: WHEREAS, this site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 sq. ft. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel and a proposed boat yard and 71 parking stalls on a 4.74 acre adjacent parcel (56-7-4.1) in the M-II.Zoning District, Greenport; and WHEREAS, on March 6, 2012, Nancy Steelman, agent to the applicant, submitted an application for site plan review; and WHEREAS, at a Work Session held on April 9, 2012, the Planning Board accepted the application for review; and WHEREAS, on April 16, 2012, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on April 16, 2012, the Southold Town Planning Board, pursuant to 6 NYCRR Part 617, Section 617.7 of the State Environmental Quality Review Act (SEQRA), initiated the SEQRA lead agency coordination process for this Unlisted Action; and 25235 Main Road, Cutchogue NY 11935 Samuels & Steelman (631) 734 6405 Architects Fax (631) 734 6407 To: Mr. Brian Cummings From:Nancy Steelman Address:Planning Department Date: May 21, 2013 Town of Southold CC: Town Hall Annex Re: Mill Creek Inn and Marina ❑ Urgent x For Review ❑ Please Comment ❑ Please Reply Brian, As requested in your letter dated May 21, 2013, we are submitting the following revised drawings: 1. 5 copies SP-1 2. 5 copies SP-2 Please call if you have any questions. --- - - - Nancy Steelman - "- - MAY 22201 WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, May 20, 2013 4:00 a.m. Southold Town Meeting Hall 4:00 p.m. Special Meeting: Mill Creek Inn & Marina 4:05 p.m. Executive Session: Litigation re: Cross Sound Ferry 4:30 p.m. Applications: Project name: T.K. Alpha, LLC_ Shopping Ctr. I SCTM#_I 1000-140_2-20 Location — 535 Pike Street, Mattituck Description: This site plan is for the proposed construction of a 2,475 s.f. mix-use 1 building consisting of two store fronts for a 1,100 s.f. retail store and 1,375 s.f. restaurant. There is an existing 605 s.f. building proposed to be removed on an 11,561 s.f. parcel located on the north side of Pike i Street, approximately 100 feet east of Love Lane, in the Hamlet Business Zoning District. -. .... . --- ---— Status: I Pending I Action: I Review revised site plan _ --- - ; Attachments Staff Report Project name Koehler Family Ltd. Partnership I SCTM#: 1000-115-10-1 _ Location � 4180 New Suffolk Avenue, Mattituck_ Description: is -- -- - - -- - - --i p � This proposal is to subdivide a standard subdivision into seven lots where Lot 1 equals 36,317 sq. ft; Lot 2 equals 41,746 sq. ft.; Lot 3 equals 64,148 sq. ft.; Lot 4 equals 31,000 sq. ft.; Lot 5 equals 32,056 sq. ft.; Lot 6 equals 32,881 sq. ft.; Lot 7 equals 32,945 sq. ft.; and the Open Space equals 379,814 sq. ft. located in the R-80 Zoning District. Status: Pendin _ - 9 - - -- ------------ -- - - Action: i Review revised map.______ -- _ ___ _ Attachments: I Staff Report -------------- Discussion: ._.-._.jDiscussion: 4• Approved Battaglia Standard Subdivision - Trees M ' I �c pF SO�TyOIo l �� Town Hall Annex Telephone(6 I 765-1802 54375 Main Road Fax (631) 65-9502 P.O. Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM TO: Donald J. Wilcenski, Planning Board Chair MAY 17 2013 FROM: Michael J. Verity, Chief Building Inspector DATE: May 16, 2013 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: Mill Creek Inn &Marina Location: 64300 NYS Route 25, Greenport SCTM# 1000— Section 56- Block 07— Lot 2 Date: March 02, 2012 Revised Date: March 20, 2013 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 144 AND 280 OF THE SOUTHOLD TOWN CODE. 2. OFF STREET PARKING BY AUTHORITY OF THE PLANNING BOARD. 3. ALL FENCING, SCREENING AND LANDSCAPING BY AUTHORITY OF THE PLANNING BOARD. 4. THE PROPOSED USE Marina IS A PERMITTED USE IN THIS MM=II DISTRICT AND IS SO CERTIFIED. 5. THE PROPOSED USE Restaurant IS A PERMITTED USE BY SPECIAL EXCEPTION IN THIS M-II DISTRICT AND IS SO CERTIFIED. SEE ZBA FILE # 6589. Michael J. VVVity Chief Building Inspector pF SOpT�� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fa (¢31)765-9502 P.O. Box 1179 Southold,NY 11971-0959 o�yCow, BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM TO: Donald J. Wilcenski, Planning Board Chair FROM: Michael J. Verity, Chief Building Inspector MAY 1 71013 DATE: May 16, 2013 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: Mill Creek Inn & Marina (Principi Properties, LLC) Location: 64600 NYS Route 25, Greenport SCTM# 1000— Section 56- Block 07— Lot 4.1 Date: March 02, 2012 Revised Date: March 20, 2013 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 144 AND 280 OF THE SOUTHOLD TOWN CODE. 2. OFF STREET PARKING BY AUTHORITY OF THE PLANNING BOARD. 3. ALL FENCING, SCREENING AND LANDSCAPING BY AUTHORITY OF THE PLANNING BOARD. 4. THE PROPOSED USE Boatyard IS A PERMITTED USE IN THIS M-II DISTRICT AND IS SO CERTIFIED. Michael J. V i y Chief Building Inspector • •_ �� �`i� 13C Submission Without a Cover Letter' MAY - 92013 G Sender: a Subject: l SCTM#: 1000 - Z_ Date: Comments: �C. �l� V h I Tf (A9-- 0 an we �tutti>tt�tir��twatta fWntvttms ,a�atats t_��ta�tt�ttt�►,ww II PEFtMff CONDI � o V E Heakh services Reference# C1a12-00097 - 9 2013 D MAY Pmjea Natrae W Creek Mum Southold Town Planning Board The_attached plan, when duly signed by a mpmenUtWe of the m ooagunaa witi these comdk. a permit to consuw a wow st pply mWor a sewage disposal or oWlso;a "am for the impwt9 a depku& The appiicaot sboatid take ;care of any conditions of appatrvat, which my be mdIONW nM daa pins or enckmW bean& Coeatanction natal COCA= with app}ipbk jtW&* ` "� ttll;Ad�etawat et Amm and ComomWm for go Mp WApmW SyAWM #*-a** We aslilaaeas." Oaadsaiaes, hmomalstencies or lack of detail on the plan do net t+dtadW the IF im amt- dao- of having tie vaaatao+um faaae is coutormumm wilt apse swoosrds. lu mm"Of Ocammit$w in noway mlieve de des*p otfsss ai of reaps; {atmo a&*My of the The (PINe)eMA= titre (3) years air the appswal date. Any mffxadm tadaiab:atap sold the P�_. epees!or Weser sapply sYMM test nbasisuea of a revised ptsa=4 add*gad face (if� mm"o val prior to aoMndiaa. No inapec3ons will be pet€oraded by tie fiapat mm on Pecarita Opylse mrewed, eatsacied, Uraosfe red, or revised m amor+daacae with the psooedwm dmm*ed in OR M ROOM xxtmd, ar Trmuhr m gig P4eeait for 060 dire Show F roily It is dw; 's responsibility to calf the d*wun t in a hav ae to arrange Wgpecliam of the sewage duposd li�ll'iO, water atppiy facil tiea pakor ttr backMing. These inchxie Umpecdons of tit sewage colloaiaa and disposal&ya ms. water mgVIy system canpe.a to and per, and fmd Wading asdownon the wed picas. In certain cases, mspoobow of The soft emavabon may be mp*ad tD dommakint the SOCTSOMY of the sow for sewage disposal systems. Tie&*M M *not be*90M atit MWOUawa ba O&O MW to saiairia spa=Uvocdm by ed[ g 0347S+I: and aaaervMkn ba pmedeer 000ft be by MdOft Sn4MO }alar to 9M a,m,, dao , of fie WqWdjW Arsicirt VS Lqf the SAO& Catuaty Code, a Udawat y SesiasOW rimes Am all m"altcrs of septic syammmur maw S4b&QUOslant!paaaess a valid License frons the&&&Courcy Office of Commer Affmm This arke cm as &Vwbms or 9AW ft"qWaval for the ca+tanwitan of pr+g4scts tit am busalled by an OWcmud Mdivi" It i4 tluer¢bse, in your best interest to utilize a cesspool cmwocwr with a valid license to avail jubstmrtial delays in you P+ajea Find apptlrali iauad by d w Dapaaf mw is ■oemwy Perla; as tlae a at "W bWMbp, �M-eafaMag mita err for Soon strawags disiaaW or wMor supply eystam SEE PAGE 2 W WM-016(Rev. 10/02M) Page 1 of 2 I IN tPi le, # 4irai tr f ...P.l :.. ttE'n:E•tue; i :! i f r - _=-. �: is -. ! 1 w1.-. f• ..A.i' M R' :�I.i'i •} - ,Y i L ff �q� � Sd: Y 5 F �..:... r ffl P fl..' i !'P i" -..:f 't :� .. ux. ....._l,.rvi', F: P.. .i t ir.., ..k f:i 6' ,x -•' A:P,t.`. 6a Lut=Y `IY itt.ff .rfYil ►s , y1 a-..:;ry > P: .P41S ..•f.fa A i t1.Y: !, -:..d'- :. .A +. ..a t..>:- t a: :,.,, 4 +S a: ?+,,,.f -.., �.. Iry F;p#..P!t, F :P 4^ Y fY ■ 9 1.x3 f1 ai 'M ® 4 u df.,1 1{.Y'. 1' lF� i M £Yi k: { f. 4.. 'it.• ►�� .trr u•= t a- - i ;.t i:,f ..rP ,.t:v Par. : s. i :,.! `®f f +-.tA;FI➢ItE 5 :tai ■ a14 ►wit ie _ ; +<. ;.,f;,, R:r>..,t • MAILING ADDRESS: PLANNING BOARD MEMBERS O� OF St](/jo P.O. Box 1179 DONALD J.WILCENSKI Southold,NY 11971 Chair JL # OFFICE LOCATION: WILLIAM J.CREMERS T Town Hall Annex PIERCE RAFFERTY G • 54375 State Route 25 JAMES H.RICH IIIA (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR COUNT1�4 Southold, NY Telephone:631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE May 7, 2013 TOWN OF SOUTHOLD Ms. Nancy Steelman c/o Samuels & Steelman 25235 Main Road Cutchogue, NY 11935 Re: Site Plan for Mill Creek Inn & Marina SCTM#1000-56-7-2 Dear Ms. Steelman: I am writing as a follow-up to the Work Session held on May 6, 2013 where the Planning Board formally discussed the above-referenced site plan and determined the following must be submitted and accepted by the Planning Board prior to a decision on the application: 1. Provide the approved site plan from the Suffolk County Department of Health Services with an original SCDHS approval stamp. 2. On the revised photometric plan there exists one (1) foot candle (fc) value that exceeds the Code maximum of 5.Ofc along the west side of the boat basin. In lieu of revising the photometric plan, provide a bulb lower in wattage than the bulb currently proposed for this individual fixture to ensure that the lighting meets §172 of the Town Code. If you have any questions regarding this site plan or its process, please do not hesitate to call this office. Very truly yours, '&O'_ C(i" S Brian A. Cummings Planner 9 0 MAILING ADDRESS: PLANNING BOARD MEMBERS �pF SO(/j�, P.O. Box 1179 DONALD J.WILCENSKI 0� Ql Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J. EMERS Town Hall Annex PIERCE RAFFERTY G • O 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &YoungsAve.) MARTIN H.SIDOR lij'COwn 111, Southold,NY Telephone: 631 765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Donald J. Wilcenski, Chairman9 Date: May 7, 2013 ll��//�// Re: Site Plan for Mill Creek Inn & Marina Located at 64300 NYS Rt. 25, ±424'west of Dolphin Drive, Greenport SCTM#1000-56-7-2 Zone: M-II The Planning Board refers this application to you for your review and certification. This site plan is for a proposed 50 slip marina & 8,989 s.f. restaurant with marina/dock master building, parking areas and site drainage on a 3.27 acre parcel and a proposed boat yard and 71 parking stalls on a 4.74 acre adjacent parcel (56.-7-4.1) in the M-ll Zoning District, Greenport. Your certification is requested by May 14, 2013. We apologize for the short notice for this request; the applicant is facing a time deadline with their dredging window and the Planning Board has set a special meeting for a decision on this application. Thank you for your cooperation. Ends: Site Plan Application Site Plan Southold Town Ploing Board Work Session — May 6A3 — Page Two Project name: Mill Creek Inn & Marina SCTM#: , 1000-56-7-2 Location: 64300 NYS Route 25, on south side of Rt. 25, 424' west of Dolphin Drive,',, Greenport Description: This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel and a proposed boat yard and 71 parking stalls on a 4.74 acre adjacent parce1 (56-7-4.1) in the M-II Zoning District. Status: Pending Action: Review revised photometric plan. Attachments: Staff Report Project name: Harbes Greenhouse & Farm Shed SCTM#: 1000-120-1-3 Location: 555 Sound Avenue, Mattituck Description: This site plan is for the proposed construction of a 30' x 96' (2,880 s.f.) greenhouse, a 12' x 16' farm shed and a 10' x 16' poultry pen on 13.5 acres in the A-C Zoning District. Status: New Application j Action: Review for completeness. Attachments: Staff Report Project name: North Fork Self Storage Carport— SCTM#: 1000-96-1-1.4 Addition of Walls Location: 50 Commerce Drive, Cutchogue Description: This site plan is for the addition of a 1,800 s.f. carport on the existing 3.1 acre North Fork Self Storage site in the LI Zoning District where four existing buildings total 53,425 s.f. The 40' x 45' carport would be used as a staging area for customers to have temporary access to containers. The carport is proposed to be built on an existing asphalt area. Status: Under Review Action: Review proposed amendment to approved site plan for the carport. Attachments: Staff Report Discussion: ❖ Review Road & Maintenance Agreement Template ❖ April Monthly Report Draft ❖ Report on progress of the Comprehensive Plan Update • • fig, { , m � Submission Without a Cover Letter Sender: r L.� �.9 t l7 �'s l Subject: i (-✓` e _ SCTM#: 1000 - APR 2 92013 Date: Comments: Sty fPp . . CC# : C13-17579 r y� A f { COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 412 612 01 3 under Liber D00012727 and Page 711 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 4/26/2013 SUFFOLK COUNTY CLERK C;2u-d Q. YR,p cGLO.L_/ JUDITH A.PASCALE SEAL I IIIIIII IIII VIII VIII VIII VIII VIII VIII VIII IIII IIII IIIIIII(IIII VIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 04/26/2013 Number of Pages : 6 At: 09: 39: 39 AM Receipt Number : 13-0049123 LIBER: D00012727 PAGE : 711 District: Section: Block: Lot: 1000 056.00 07 . 00 002 .000 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $30 . 00 NO Handling $20 . 00 NO COE $5 . 00 NO NYS SRCHG $15 . 00 NO TP-584 $0 . 00 NO Notation $0 .00 NO Cert.Copies $5.20 NO RPT $60 .00 NO Fees Paid $135 .20 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County 1 2 3 Number of pages 4 'I leu_TH A. 'ru_CNLE i;_ERk F TORRENS IFFi r: ? Lq.11 Serial# Certificate# 1 Prior Ctf. # Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 4 � FEES Page/Filing Fee � 'i , il Mortgage Amt. _ Handling f � 1. Basic Tax TP-584 — 2.Additional Tax Notation / Sub Total EA-52 17(County) Sub Total __ -1 Spec./Assit. EA-5217(State) Or_ Spec./Add. _ RP.T.S.A. r' f TOT.MTG. TAX _ Comm. of Ed. 5 l0 Ay Dual Town—Dual County Held for Apportionment Affidavit + V. �+ Transfer Tax — Certified Copy) U �� Mansion Tax ✓ �) The property covered by this mortgage is or Reg.Copy lj will be improved by a one or two family Sub Total dwelling only. Other YES or NO GRAND TOTAL J�2A/f� If NO, see appropriate tax clause on page# ^`�------2 of this instrument. 1 _l 5 Real Property Tax Service Agency Verification 6, Community Preservation Fund n'^ 4 Lot Consideration Amount $ 2470689 1000 05600 0700 002000 Stamp T II�II� N����11 0 CPF Tax Due $ P S , Date F2 LWI A Improved 26-ApR-1 Initials Vacant Land Satisfactions/Discharges/Releases List Property Owners Mailing Address TD RECORD&RETURN TO: Wickham, Bressler & Geasa, P.C. TD P.O. Box 1424 TD Mattituck, NY 11952 8 Title Company Information Co. Name Title# 9 Suffolk County Reconfing & Eridorsement Page This page farms part of the attached Declaration of Covenants and Restrictions made by: (SPECIFY TYPE OF INSTRUMENT ) The premises herein is situated in MILL CREEK PARTNERS, LLC SUFFOLK COUNTY,NEW YORK. TO In the Township of Southold TOWN OF SOUTHOLD In the VILLAGE or HAMLET of Greenport BOXES 5 THRU 9 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. Dear Taxpayer, Your satisfaction of mortgage has been filed in my office and I am enclosing the original copy for your records. If a portion of your monthly mortgage payment included your property taxes, you will now need to contact your local To Tax Receiver so that You may be billed directly for all future property tax bills. Local property taxes are payable twice a year: on or before January 10d' and on or before May 31 s1. Failure to make payments in a timely fashion could result in a penalty. Please contact your local Town Tax Receiver with any questions regarding property tax payment. Babylon TownReceiverof Taxes Riverhead Town Receiver of Taxes 200 East Sunrise Highway 200 Howell Avenue North Lindenhurst,N.Y. 11757 Riverhead,N. Y. 11901 (516) 957-3004 (516) 727-3200 Brookhaven Town Receiver of Taxes Shelter Island Town Receiver of Taxes 250 East Main Street Shelter Island Town Hall Port Jefferson,N.Y. 11777 Shelter Island, N.Y. 11964 (516) 473-0236 (516).749-3338 East Hampton Town Receiver of Taxes Smithtown Town Receiver of Taxes 300 Pantigo Place 99 West Main Street East Hampton,N.Y. 11937 Smithtown,N.Y. 11787 (516) 324-2770 (516) 360-7610 Huntington Town Receiver of Taxes Southampton Town Receiver of Taxes 100 Main Street 116 Hampton Road Huntington,N.Y. 11743 Southampton,N.Y. 11968 (516) 351-3217 (516) 283-6514 Islip Town Receiver of Tuxes Southold Town Receiver of Taxes 40 Nassau Avenue 53095 Main Road Islip,N.Y. 11751 Southold,N.Y. 11971 (516) 224-5580 (516) 765-1803 Sincerely, JUDITH A.PASCALE SUFFOLK COUNTY CLERK 310 CENTER DRIVE RIVERHEAD,NEW YORK 1 1901-3392 Suffolk County Clerk dw 2/99 i I - xaa::nvc DECLARATION OF COVENANTS AND RESTRICTIONS DECLARATION made this 9th day of April , 2013, by MILL CREEK PARTNERS LLC presently having an office at 64300 Main Road, Greenport, NY 11944 , hereinafter referred to as the DECLARANT. WITNESSETH: WHEREAS, the Declarant is the owner of certain real property situate on 64300 Main Road, Greenport, NY 11944 , Town of Southold, County of Suffolk, State of New York, more particularly bounded and described in Schedule "A" annexed hereto (hereinafter referred to as the Property); and WHEREAS, the Declarant has made an application to the Planning Board of the Town of Southold to amend the site plan of said real property, as shown on the amended site plan ADDITIONS TO THE MILL CREEK INN & MARINA entitled REVISIONS AND/ , prepared by Samuels & Steelman , and last dated March 20, 2013 ; and WHEREAS, for and in consideration of the granting of said amended site plan approval for tax map parcel number 1000-56-7-2 , as a condition of granting said approval, the Town of Southold Planning Board has required that this Declaration be recorded in the Suffolk County Clerk's Office; and WHEREAS, the DECLARANT has considered the foregoing and has determined that the same will be for the best interests of the DECLARANT and subsequent owners of said lots. NOW, THEREFORE, THIS DECLARATION WITNESSETH: That the DECLARANT for the purpose of carrying out the intentions above expressed, does hereby make known, admit, publish, covenant and agree that the said premises herein described shall hereafter be subject to the covenants and restrictions as herein cited, which shall run with the land and shall be binding upon all purchasers and holders of said lots, their heirs, executors, legal representatives, distributees, successors and assigns, to wit: 1. Pursuant to §215-25 (B). Right to Require Maintenance of the Southold Town Code, the grease trap and septic tanks will be pumped out twice a year, once in May and once in October. This pump-out requirement is required every year. The within Covenants and Restrictions shall run with the land and shall be binding upon the DECLARANT, its successors and assigns, and upon all persons or entities claiming under them, and may not be annulled, waived, changed, modified, terminated, revoked, or amended by subsequent owners of the premises unless and until approved by a majority plus one vote of the Planning Board of the Town of Southold or its successor, following a public hearing. If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid or held to be unconstitutional, the same shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid, or unconstitutional. The aforementioned covenants and restrictions are intended for the benefit of and shall be enforceable by the Town of Southold, State of New York, by injunctive relief or by any other remedy in equity or at law. If a Court of competent jurisdiction determines that a violation of these covenants and restrictions has occurred, the Declarant shall pay, either directly or by reimbursement to the Town all reasonable attorney's fees, court costs and other expenses incurred by the Town in connection with any proceedings to enforce the provisions of the covenants and restrictions set forth herein. The failure of the Town of Southold or any of its agencies to enforce same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the Town of Southold or any officer or employee thereof. The within Declaration is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and made a part hereof, as though fully set forth herein. That the within Covenants and Restrictions shall run with the land and shall be binding upon the DECLARANT and its successors and assigns, and upon all persons or entities claiming under them, and may not be annulled, waived, changed, modified, terminated, revoked or amended by subsequent owners of the premises unless and until approved by a majority plus one vote of the Planning Board of the Town of Southold or its successor, following a public hearing. IN WITNESS WHEREOF, the DECLARANT above named has duly executed this Declaration the day and year first above written. DECLARANT: MILL CREEK PARTNERS LLC By: '� p� Eugene BUrger, em er STATE OF NEW YORK) ) ss.: COUNTY OF SUFFOLK) On this 7 day of� in the year 20before me personally appeared known to me or proved to me on the basis of satisfactory evidence to be 4the individu I whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument, the individual, or the person upon behalf of which the individual acted, executed the instrument. Notary Public Cheryl Simons Notary Public,State Of New York No.31-4970341 Qualified In Suffolk County Commission Expires February 4,20 1 SCHEDULE A ALL that certain plot, piece or parcel of land, situate, lying and being at Arshamomogue, Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the southerly side of Main Road said point being a distance of 451.74 feet measured in a westerly direction along the southerly side of Main Road from the intersection formed by the westerly side of Dolphin Drive with the southerly side of Main Road, said point also being where the northwesterly corner of land now or formerly of Reese intersects the southerly side of Main Road; RUNNING THENCE South 13 degrees 15 minutes 00 seconds East along land now or formerly of Reese, 625.00 feet to a point on the shore line of Peconic Bay; THENCE the following three (3) tie-line courses and distances: 1. South 72 degrees 30 minutes 00 seconds West, 177.0 feet to a point; 2. North 13 degrees 00 minutes 00 seconds West, 117.0 feet to a point; 3. North 60 degrees 57 minutes 10 seconds West, 114.18 feet to a point on the easterly line of land now or formerly of Goldsmith; THENCE North 1 degree 20 minutes 30 seconds West along last mentioned land 468.00 feet to a point on the southerly line of Main Road; THENCE the following two (2) courses and distances along the southerly side of Main Road; I. South 89 degrees 52 minutes 00 seconds East, 98.42 feet to a point; 2. North 69 degrees 07 minutes 20 seconds East, 68.75 feet to the point or place of BEGINNING. M 25235 Main Road, ` Cutchogue NY 11935 Samuels : Steelman (631) 734 6405 Architects Fax (631) 734 6407 To: Mr. Brian Cummings From: Nancy Steelman Address:Planning Department Date: April 25, 2013 Town of Southold CC: Town Hall Annex Re: Mill Creek Inn and Marina 0 Urgent x For Review 0 Please Comment 0 Please Reply As requested we are submitting 5 sets of the Photometric drawings for Mill Creek for your review. Please call if you have any questions. Nancy Steelman r APR 252013 =- i • • PLANNING BOARD MEMBERS MAILING ADDRESS: QF SQ(/r P.O. Box 1179 DONALD J.WILCENSKI �0�� y�10 Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J. EMERS Town Hall Annex PIERCE RAFFERTY G 54375 State Route 25 JAMES H.RICH III '� � �O MARTIN H.SIDOR O9 (cor.Main Rd. &Youngs Ave.) yro Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 11, 2013 Ms. Nancy Steelman c/o Samuels & Steelman 25235 Main Road Cutchogue, NY 11935 Re: Site Plan for Mill Creek Inn & Marina SCTM#1000-56.-7-2 Dear Ms. Steelman: I am writing as a follow-up to the Work Session held on April 8, 2013 where the Planning Board formally discussed the above-referenced site plan and determined the following must be submitted and accepted by the Planning Board prior to a decision on the application: 1. Provide a revised Photometric Plan to meet Code requirements for exterior lighting pursuant to §172. This is necessary due to the areas on the plan where the foot candle measurements exceed the Code maximum 5.0 foot candles. 2. Provide proof for the filing of the required covenant and restrictions for the mandatory bi-annual pump-out of the grease trap(s) and septic tanks. The receipt of filing must be submitted to this Department to satisfy the requirement. 3. Provide the approved site plan from the Suffolk County Department of Health Services with an original SCDHS approval stamp. If you have any questions regarding this site plan or its process, please do not hesitate to call this office. Very truly yours, Brian A. Cummings Planner Southold Towolanning Board Work Session, ApriV2013 — Page Three Project Name: G.W. Meade Farm SCTM#: 1000-69-5-7.1 Location: 1375 Ackerly Pond Lane, Southold Description: This site plan is for the proposed construction of a 5,200 s.f. horse barn connecting to a 14,400 s.f. indoor arena for the keeping/breeding/raising and training of horses and a riding academy with 10 parking spaces. Also on the property are a 1,140 s.f. single-family dwelling, a 1,965 s.f. frame barn and a 700 s.f. frame building on 10.004 acres in the A-C Zoning District. Status: Pending Action: Review for Approval. Attachments: Staff Report 11 Project name: 8 Hands Farm SCTM#: 1000-96-2-10.1 Location: 4735 Cox Lane, Cutchogue Description: This site plan is for the proposed construction of a 60 x 120' (7,200 s.f.) metal barn on a 25.69 acre Town of Southold Development Rights parcel'' and the conversion of an existing 4,200 s.f. barn to a farm stand on the adjacent 1.84 acre reserved parcel that includes a two-story dwelling in the A-C Zone. Status: Pending Action: Review revised site plans. Attachments: Staff Report Project name: Mill Creek Inn & Marina SCTM#: 1000-56-7-2 Location: 64300 NYS Route 25, on south side of Rt. 25, 4 24' west of Dolphin Drive, Greenport Description: This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel in the M-II Zoning District. Status: Pending Action: Review revised site plans. Attachments: Staff Report Discussion: • Battaglia Standard Subdivision - Trees • Draft Planning Board Monthly Report • Local Law re: Marine District II & Plum Island Zoning • Climate Smart Communities Pledge Draft ILJ S A M U E L S & S T E E L M A N March 18, 2013 Mr. Brian Cummings Planning Board Town of Southold r - - . Town Hall Annex ` 1 54375 Route 25 - i � _ , Southold, NY 11971 j MAR 2 12013 j Re: Site Plan Approval Mill Creek Inn & Marina 64300 Route 25 Greenport, NY 11944 SCTM # -1000-56-07-02 Dear Mr. Cummings, As per your letter dated December 5, 2012 we are submitting 5 sets of revised Site Plan Drawings for your review. The revisions include all of the items noted in your letter. In addition we are also submitting the New York State DOT Work Permit, the Town of Southold Trustees Permits for both properties, and cut sheets of all exterior lighting fixtures. At this time we are waiting for the final Approval from the Suffolk County Department of Health for the Sanitary System. The Board of Review has granted variances and we are now waiting for the final paper work. If we have not received the approval prior to the next Public Hearing, we would appreciate consideration of giving final Site Plan Determination contingent upon receipt of the final Department of Health approval. If we can provide any additional information, or answer any questions, please do not hesitate to contact us. Sincerely, SamI Ind Steel n Architects ancy Ste man Enclosur cc: Mill Creek Partners Aaat1TE(,s �szs, MAIN ROA[ cu]( I-IO T, N1vvYOKh ii ,� P6ni71+-6 0, 1 Vv 6 111-14 0-10- State of New York PERM 42(09/09) Department of Transportation Highway Work Permit Permit No.: 20121029144 " d 1 Date Issued: 03/05/2013 Project ID No.: ..rLTaroc, Expiration Date: 09/01/..013 *Permittee l: *Permittee 2: MILL CREEK PARTNERS,LLC 1000-05600-0700.002000 64300 MAIN ROAD P.O.BOX 326 CUTCHOGUE, NY 11935 Emergency Contact: EUGENE BURGER Emergency Number: 631-484-9763 Under the provisions of the Highway Law or Vehicle 8 traffic Law,permission is hereby granted to the permittee to: TO CONSTRUCT AND PERMANEN"FLY MAINTAIN ACCESS,CURB.AND OTHER INCIDEN"FAL WORK ON TI"fE S/S/O NY 25 BE'rwF.F•,N MMS 1633- 1634 AS PER ATTACHED PLANS AND SPECIF'CA'FIONS.ALL WORK.SHALL BE'I'O C11RRIiNT NYSUOI' STANDARDS/SPECIFICATIONS AND SHALL BE TO THE SATISFACTION OF THE RESIDENT ENGINEER.NOTE-'THE TURN DOWN CURB REVEAL SHOULD BE ZERO(0)",NO'I"ONE(1)" 1HL PERMIT-ITE IS RESPONSIBLE FOR"TEMPORARY"1RAFF'IC CON'I:ROL IN ACCORDANCE Wl tH'THE NATIONAL.MANUAL OF UNIFORM "TRAFFIC CONTROL DEVICES AND"I'HE NYS SUPPLEMEN 1. ANYONE WORKING W1"IH1N THE,HIGHWAY RIGHT-OF-WAY SHALL WEAR HIGH-VISIBILI'I Y APPAREL MEETING THF ANSI 107-2004 CLASS II STANDARDS AND A HARD HAT. County Municipality State Hwy State Route Beg Ref End Ref SUFFOLK SOUTHOLD 8229 25 25 07041633 25 07041634 as set forth and represented in the attached application at the particular location or areas, or over the routes as stated therein, if required; and pursuant to the conditions and regulations general or special,and methods of performing work,if any; all of which are set forth in the application and form of this permit.See additional conditions on PAGE 1 'PHIS PERMI"I'IS ISSUED BASED ON ALL FOCAL,SI'ATF.AND FEDERAL REQUIREMFNTS BEING SAIISFIED. Dated at: Hauppauge Date Signed: 03/05/2013 Commissioner of Transportation BW* Frank Pgarsorye IMPORTANT- 'SP MPORTANT• r FLRWI"I'll APPLICATION AND DRAWING(OR COPIES THEREOF)ATTACHED.SHALL BE PLACED IN THE'HANDS RACTOR BEFORE ANY WORK BEGINS.THE MGHWAY WORK PERMIT'SHALL BE AVAILABLE„AT T'HE STTFiTRUCTION.K IS STARTED AND UPON ITS COMPLETION,THE PERMITTEE ABSOLUTELY MUST NOTIFY: Roy Ressig(Acting),Resident Engineer 631-727-1731 LETION OF WORK",SECOND TO LAST PAGE,MUST'BE COMPLETED,SIGNED BY THE PERMITTEE,ANDEDTO'THE RESIDENT ENGINEER. State of New York PERM 42(09/09) Department of Transportation Highway Work Permit tfy Permit No.: 20121029144 a+ " 1 Date Issued: 03/05/2013 Project ID No.: Expiration Date: 09/01/2013 Return this page to: Roy Ressi Engineer 8i Resident permittee 1: MILL CREEK PARTNERS,LLC B 64300 MAIN ROAD 1900 County RL 58 P.O.BOX 326 Riverhead,NY 11901 CUTCHOGUE,NY 11935- UPON 1935-UPON COMPLETION OF WORK AUTHORIZED,THIS PAGE OF THE PERMIT MUST BE COMPLETED,SIGNED BY THE PERMITTEE,AND DELIVERED TO THE RESIDENT ENGINEER. Work authorized by this permit has been completed.Refund of deposit or return/release of bond is requested. UA 11i .. - PERMIT1'F.' AUCHOR 77,ED AGFN"f(ifany) TO BE COMPLETED BY NYSDOT: Work authorized by this permit has been satisfactorily completed and is accepted. Inspection Report must be completed. Refund of Deposit is authorized Return of Bond is authorized Unable to meet schedule as specified in bid proposal Amount charged against Bond may be released. Retain bond for future permits Forfeit ot'Guarantee Deposit is authorized Other DA IT _._ _..._. ... _.__- RESIDENT ENGINEER.. Mailing address of refund has been verified. If different, list new address: 'Phe Regional Office will forward this form to the Main OBice with the appropriate box checked. Permit closed Bond retuned/released Refund of Guarantee Deposit on this permit is authorized Forfeit Guarantee Deposit to NYSDOT Other DA Ik; _. _. _—_ .RF,GIONAI,'I RAPF'IC ENGINEER James F. King, President �f3F sours Town Hall Annex Bob Ghosio,Jr.,Vice-President O� �� 54375 Main Road Dave Bergen P.O.Box 1179 Southold,New York 11971-0959 John Bredemeyer Michael J. Domino �O Telephone(631) 765-1892 COW,N Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 23, 2013 Mr. Bruce A. Anderson Suffolk Environmental Consulting, Inc. PO Box 2003 Bridgehampton, NY 11932 RE: MILL CREEK PARTNERS, LLC 64300 ROUTE 25, GREENPORT SCTM# 56-7-2 Dear Mr. Anderson: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, January 23, 2013 regarding the above matter: WHEREAS, Suffolk Environmental Consulting, Inc. on behalf of MILL CREEK PARTNERS, LLC applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated March 12, 2012 with a revised description on September 26, 2012, and again on October 11, 2012, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on January 23, 2013, at which time all interested persons were given an opportunity to be heard, and, 2 • WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of MILL CREEK PARTNERS, LLC to remove existing concrete wall along the northern section of the property and replace with a new stone veneer wall and pedestrian entry stairs (240 linear feet ± overall); install a new free-standing sign along the northern property boundary; install a new timber curb (w/guard rail along boat basin side and bay side) along the gravel driveway within the eastern section of the property (1,300 linear feet ± overall); install non-turf plantings along the northeastern comer of the boat basin (350 square feet ±); install new drainage systems within gravel driveway (i.e. 6 drywells); install new lighting, underground utilities (electric, etc.) where required; construct new Dock Master/Marina building (290 square feet ±) atop existing decking along the eastern section of the property, and install attendant sanitary system to the immediate northeast; install native grass plantings along the southern shoreline; remove all non- indigenous materials (i.e., bricks) along shoreline of boat basin, maintain existing vegetation and re-establish native plantings in disturbed areas; construct driveway and parking area; reconstruct/reconfigure all dockage within boat basin: East Side -floating dockage @ 4.75'Wx460.0'L ± (overall); finger docks 3.0'Wx24.5'L (seven (7) total), 4.0'Wx35.5'L (one (1) total), and 6.0'Wx35.5'L (two (2) total), two (2) 10.0' W slips, fourteen (14) 135W slips, six (6) 185W slips; West Side —floating dockage @ 4.75'Wx320.0'L ± (overall); finger docks 3.0'Wx20.5'L (twelve (12) total), and 3.0'Wx24.5'L (two (2) total), twenty six (26) 10.0'W slips, two (2) 13.5'W slips; install new handicapped accessible dock access ramp and deck (285 square feet ±) off the northeastern corner of the boat basin; install new dock access ramp, stairs and deck (185 square feet ±) off the northwestern corner of the boat basin; install new dock access (120 square feet ±) off the southeastern section of property; install low-sill bulkheading around the east and west sides of the boat basin, East Side @ 615.01 ± (overall), and West Side @ 330.01 ± (overall); native plantings installed landward of the proposed low-sill bulkhead and seaward of the AHW (shoreline); install rock rip-rap (5.0' — 10.0'W ± x 290.01 ±) along the southern shoreline of the property, inclusive of stone steps (8.0'W), and backfill with 200 cubic yards of clean fill obtained from an approved for upland source; remove dilapidated wood bulkhead (35.0' L ±) within the 3 , southwestern section of the property; and maintenance dredge the boat basin (and southerly channel outwards into Peconic Bay) to a navigable water depth of 6.0' ± (as determined at low tide); amount of resultant spoil @ 4,890 cubic yards t; and spoil transferred to on-site temporary de-watering area within southern section of the property (35'x60') prior to being removed to an approved for upland location; and as depicted on the site plan prepared by Nancy L. Steelman, Architect, last dated September 5, 2012 and stamped approved on January 23, 2013; and depicted on the site plan prepared by Samuels & Steelman, last dated October 5, 2012 and stamp approved on January 23, 2013. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of $50.00 per inspection. (See attached schedule.) Fees: $50.00 Very Mily yours, � James F. King President, Board of Trustees JFK/amn BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK i LPERMITNO. 8029 DATE: JANUARY 23, 2013 i ISSUED TO: MILL CREEK PARTNERS, LLC PROPERTY ADDRESS: 64300 ROUTE 25, GREENPORT SCTM# 56-7-2 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on January 23,2013,and inconsideration of application fee in the sum of$250.00 paid by Mill Creek Partners.LLC and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wgia d Permit to remove existing concrete wall along the northern section of the property and replace with a new none veneer well and pedestrian entry stain(140 linear feel s overall);install a new free-standing sign along the northern property boundary;instill a new timber mrb(w/guard call along boat basin side and bay aide)along the gravel driveway within the eastern auction of the property(1,300linear feel t overall);install non-turf plantings along the northeastern corner of the boat basin(350 square fact s);install new drainage systems within gravel driveway(i.e.6 drywella),Install new lighting,underground utilities(electric,etc.)where required;construct new Dock Master/Marins building(290 square feat s)slop existing decking along the coolers section of the property,and Install attendant sanitary system to the Immediate northeast;install native gnu plantings along the southern shorellne;remove all nowindlger ous materials(I.e.,bricks)along shoreline of boat basia,me lnbin existing vegetation and re-establish native plantings in disturbed areas;corotmel driveway and parking arm;rewmtruct/reconfigure all dockage within beet basin:East Side-Boating dockage @ 4.75'Wx460.0'L s(overall);finger docks 3.0'Wx24.5'L (seven(7)total),4.0'Wx35.5'L(one(1)total),and 6.0'W.35.5'L(Iwo(2)total),two(2)10.0-W slips,fourteen(14)13.5'W slier,six(6)1S.3'W slips;West Side— floating dockage 0 4.75'Wx320.0'L t(overall);finger docks 3.0'Wx20SL(twelve(12)tool),Rod 3.0'Wx24SL(two(2)tabi),twenty six(26)10.0'W slips,two (2)13.5'W slips;install naw handicapped accessible duck access ramp and deck(285 square feel s)off the northeastern comer of the bout basin;install new dock seems camp,stain and deck(185 square feet s)off the northwestern corner of the bout basin;Install new dock acts(120 square feet s)off the southeastern section of property;install low-sill bulkhesding around the east and west sides of the boat basin,East Side*615.0'L s(ovenll�and West Side @ 330.0%s (overall);=live plantings installed landward of the proposed low-sill bulkhead and seaward of the AHW(shoreline);install rack rip-np(5.0'—10.0'W s x 290.0%s)along the southern shoreline of the property,inclusive of stone steps(8.0'9V),and backfill with 200 cubic yards of clean fill obtained Bram an approved for upland soor":remove dilapidated wood bulkhead(35.0'L s)within the southwestern section of the property;and maintenance dredge the boat basin end watherly dmnnel oulwarda into Peeonic Bay)to a navigable water depth of 6.0's(as determined at low tide);amount of resultant spoil*4,890 cubk yards s; and apoll trasterred to ow-she temporary de-watering area within southern region of the property(33'x60')prior to beteg removed to an approved for upland location;and M depicted on the cake plan prepared by Nancy L.Steelman,ArcAkeet,Wt dated September 5,2012 std stamped approved on J=uary 23,2013; and depicted on the site plan prepared by Samuels&Steelman,Iart dated October 5,2012 and sbmp approved on January,23,2013. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. �g11FFO�,�c O ave r en- 10 n- t 1 .1y01 �°� • TERMS AND CONDITIONS The Permittee Mill Creek Partners LLC residing at 64300 Route 25 Greenport.New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Pemmit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if fixture operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if,in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. SOUTHOL.D TRUSTEES Na Iwo PERMIT • Issued ToMi ll C"Ak &400, LLfDate Address fort Soo Gwit z5, Gimcn arra- • THIS NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFICE TOWN OF SOUTHOLD SOUTHOLD, N.Y. 11971 TEL.: 765-1892 James F. King, President DF SOUTH, Town Hall Annex �0� Ql0 54375 Main Road Bob Ghosio,Jr.,Vice-President P.O. Box 1179 Dave Bergen Southold, New York 11971-0959 John Bredemeyer G Q � �p Telephone (631) 765-1892 Michael J. Domino Q Fax(631) 765-6641 com,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 23, 2013 Mr. Matthew D. Ivans Suffolk Environmental Consulting, Inc. PO Box 2003 Bridgehampton, NY 11932 RE: PRINCIPI PROPERTIES, LLC C/O MILL CREEK PARTNERS 64600 ROUTE 25, GREENPORT SCTM# 56-7-4.1 Dear Mr. Ivans: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, January 23, 2013 regarding the above matter: WHEREAS, Suffolk Environmental Consulting, Inc. on behalf of PRINCIPI PROPERTIES, LLC C/O MILL CREEK PARTNERS applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated December 12, 2012, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on January 23, 2013, at which time all interested persons were given an opportunity to be heard, and, 2 • • WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of PRINCIPI PROPERTIES, LLC C/O MILL CREEK PARTNERS to clear a portion (22,000 sq. ft.+/-) of the westerly section of subject property in order to provide areas of additional parking and gravel driveways, storage for boats and trailers, and a portion of a proposed cul-de- sac (24,500 sq. ft.+/- overall) all within the western section of the property in order to facilitate the commercial use of the contiguous property to the east (Mill Creek Partners, LLC); and as depicted on the site plan prepared by Nancy L. Steelman, Architect, last dated December 5, 2012 and stamped approved on January 23, 2013. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, James F. King President, Board of Trustees JFK/amn BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 8026 DATE: JANUARY 23, 2013 ISSUED TO: PRINCIPI PROPERTIES LLC C/O MILL CREEK PARTNERS PROPERTY ADDRESS: 64600 ROUTE 25, GREENPORT SCTM# 56-74.1 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on Ianuary 23 2013,and inconsideration of application fee in the sum of$250.00 paid by Suffolk Environmental Consulting.Inc.and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to clear a portion (22,000 sq. ft.+/-) of the westerly section of subject property in order to provide areas of additional parking and gravel driveways, storage for boats and trailers, and a portion of a proposed cul-de-sac (24,500 sq.ft.+/- overall) all within the western section of the property in order to facilitate the commercial use of the contiguous property to the east(Mill Creek Partners, LLC); and as depicted on the site plan prepared by Nancy L. Steelman,Architect,last dated December 5, 2012 and stamped approved on January 23,2013. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. Fk tr Dave Ber en-Absent / 6 1 # � I TERMS AND CONDITIONS The Permittee Principi Properties LLC C/O Mill Creek Partners,residing at 64600 Route 25, Greenport,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. COUNTY OF SUFFOLK t�l� STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES JAMES L.TOMARKEN,MD MSW,MPH,MBA,FRCPC,FACP COMMISSIONER February 1, 2013 EEPla(nitnhing Mill Creek Partners, LLC P.O. Box 326Cutchogue, NY 11935 Subject: Board of Review Hearing—January 17, 2013 C10-12-0009 — Mill Creek Marina — s/s of Main Road, 451.74 ft. w/o Dolphin Dr., Greenport—t/o Southold— SCTM: 1000-05600-0700-002000 Dear Sir/Madam: Enclosed is a copy of the findings, recommendations and determination of the Board of Review concerning the subject application. Based on the information submitted, the Board granted the request for variance/waiver with the provisions indicated in the determination. The granting of this waiver does not imply that your application will be automatically approved. It is your responsibility to ensure that your application is complete; otherwise, your approval will be subject to unnecessary delay. Very truly yours, Patricia A. Floria, P.E. Principal Public Health Engineer Chair, Board of Review Enclosure C: Board of Review File—Yaphank Ms. Eileen Cantone—OWM Mr. Kevin Itwaru—Reviewer Ms. Heather Lanza—Town of Southold Mr. Andrew Freleng—Planning Department Condon Engineering, P.C. Ms. Lauretta Fischer—Planning Department ® .Division Of Environmental Quality•Board Of Review♦ 360 Yaphank Avenue,Suite 2B♦Yaphank NY 11880♦ Phone(631)852-5801 Fax(631)852-5825 V.h14^S7.1+h SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DMSION OF ENVIRONMENTAL QUAL"V BOARD OF REVIEW ARTICLE 2,SECTION 220,SUFFOLK COUNTY SANITARY CODE To: James L.Tomarken,MD,MSW,MPH,MBA,Commissioner From: Patricia A.Floria,P.E.,Chair,Board of Review Subject: Findings and Recommendations of the Review Board Regarding: C10-12-0009 Mill Creek Marina—s/s of Main Road,451.74 ft.w/o Dolphin Dr.,Greenport —Vo Southold-SCTM: 1000-05600-0700-002000 Hearing Date: January 17,2013 Board Members: Walter Petrule,Nancy Pierson Reviewer: Kevin Itwary Statement of Pjroblem The Department's construction standards require that subsoil conditions and groundwater conditions be conducive to the proper functioning of subsurface sews osal a. The site hasor soil and/or Po groundwater conditions. The Department's construction standards require that a sewage disposal system be installed with mimmum proscribed separation distances between disposal system structures and surface waters and wetlands. The applicant is proposing to construct an on-site sewage disposal system with less than the minimum required separation distances to surface waters and wetlands. The Department's construction standards require that a subsurface sewage disposal system be placed at least 10 feet from s retaining wall. The applicant is proposing an on-site sewage disposal system that does not conform to standards in that portions of the system are located within 10 feet of a retaining wall The Department's construction standards require that a subsurface sewage disposal system be.placed at least 10 feat from property lines. The applicant is proposing an on-site sewage disposal system that does not conform to standards in that portions of the system are located within 10 feat of property lines. The Department's construction standards require that adequate expansion area for the sanitary system be available. The site lacers area for future expausion. Fludinas and Facts 1. Parcel is 1.65 acres located in(iroundwater Management Zone 4. 2. The yield at density is 994 gallons per day(gpd)of sanitary density flow. 3. Water supply is public water supplied by the Suffolk County Water Authority. James L.Tomarken,MD,MSW,MPH,MBA,Commissioner Hearing Date:January 17,2013 Subject; Findings and Recommendations of the Review Board Regarding: C10-12-0009 Mill Creek Marina—s/s of Main Road,451.74 ft, w/o Dolphin Dr„Greenport —Vo Southold-SCTM: 1000-05600-0700-002000 4. Soil conditions are poor, with 2 feet of loan-4.68 feet of clay, and sand at approximately 70 feet below.grade. 5. Depth to groundwater is 6.4 feet below existing grade at elevation 1.5 feet above mean sea level, rig per the submitted test hole. The engineering report states that seasonal variation in groundwater is expected to be minimal due to the poor clay soils, and that the 1.5 foot elevation represents the highest expected groundwater elevation for the site. 6. The direction of groundwater flow is to the south towards Southold Bay, adjaoent to the south: 7. The property is currently developed with a vacant restaurant building and a marina with 50 boat slips. 8. The restaurant building had a Food Control Unit permit for a 180 seat restaurant, which expired more than two years ago, The marina has remained in use. 9. Based upon the previous Food Control Unit permit and the 50 slip marina, the Department has determined that the grandfathered sanitary density flow for the site is 2,300 gpd, The previously existing total sewage flow for the 180 seat restaurant and 50 slip marina would have been 5,900 gpd, including 3,600 gpd of kitchen flow. 10. The applicant is proposing to reopen the restaurant establishment with 146 restaurant seats and 34 bar seats, and to construct a new dockmaster building with showers intended only for the users of the marina, 11.Although the sanitary density for the site is grandfathered, the existing sewage disposal system is required to meet current standards because the restaurant has been closed for more than two years, and because new construction is proposed for the dockmaster building. 12.The total sewage design flow for the proposal, including the marina and proposed dockmaster building, is 5,640 gpd, of which 2,300 gpd is sanitary density flow, 3,090 gpd is kitchen flow,and 250 gpd is gray water from the showers, 13.The proposal is 100 percent of the grandfathered sanitary density flow for the site, and results in a reduction in total sewage flow of 260 gpd. 14.The marina basin is immediately behind the restaurant building, and with the exception of the outlet to Southold Bay,is surrounded by bulkheads, James L.Tomarken,MD,MSW,MPH,MBA,Commissioner Hearing Date:January 17,2013 Subject: Findings and Recommendations of the Review Board Regarding: CIO-12-0009 Mill Creek Marina-9/9 of Main Road,451.74 ft.w/o Dolphin Dr.,Greenport t/o Southold—SCTM: 10005600-0700-002000 15.Due to the configuration of the property and the location of the existing building,as well as proximity to groundwater,surface waters,and wetlands,time is no area on the parcel where a sewage disposal system can be installed in conformance with all setback requirements. Tlie site also lacks area for the required 50% expansion of the sanitary leaching structures. 16.The existing sewage disposal system is believed to consist of a grease trap, septic tank,and fourteen 8-foot diameter by 6-foot effective depth leaching pools.., Based upon the current elevation of highest expected groundwater,the pools do not have the minimum required 2-foot separation distance above groundwater, and may actually be in groundwater. 17. The hydraulic capacity of the existing sanitary structures is. inadequate for the proposed sewage flow. The existing grease trap and septic tank, as well as three leaching pools are to be removed as a part of this project. The proposed upgraded sanitary system is to consist of a new pump station and force main swing the dockmaster building, a new 3,750 gallon grease trap, a now 13,500 gallon septic tank and twenty-five new 8.5-foot long by 4.75-foot wide 4-foot effective depth leaching galleys. Eleven of the existing leaching pools aro to remain. 18.Normal procedure in cases where time are impermeable soils below groundwater would be to excavate the entire new sewage leaching galley arae to a depth of at least 6 feet of acceptable materials below the leaching structure bottoms. However, due to the property dimensions and proximity of structures and property link the substantial depth to acceptable materials,and the large number of requi'iad leaching structures, the proposal is to instead utilize a orane to excavate two shafts in the am of the leaching galleys and install two 12-foot diameter diffusion wells through the poor soils to a strata of acceptable material, and then backfill those shafts with Olean sand;the shafts are to serve as wicks for the leaching galleys. The leaching galleys are to be installed over a 12-inch gravel drain layer with 6-inch diameter .perforated collection piping directed towards the shafts, to convey the leachate to the wick shafts. 19.The eleven leaching pools which are proposed to remain were inspected by the Department in 1980 under file reference number S-48, and are located at least 100 feet from surface waters and wetlands, in accordance with Department standards. Records indicate that those pools were placed in sand acceptable to the Department. The applIcant's engineer proposes to rehabilitate the leaching pools, and to backfill the bottoms with clean egad in order to maintain the minirnum required 2-foot separation distance to groundwater. During the hearing, the Board questioned whether it would be possible to connect the existing leaching pools to the new wick shafts through the use of crossover piping between the existing leaching pools and the new leaching galleys. The engineer indicated that that such a connection could be constructed. James L. Tomarken,MD,MSW,MPH,MBA,Commissioner Hearing Date:January 17,2013 Subject: Findings and Recommendations of the Review Board Regarding: C10-12-0009 Mill Creek Marina-s/s of Main Road,451.74 ft.w/o Dolphin Dr.,Greenport —t10 Southold—SCTM: 1000-05600-0700-002000 20. Standards require a 100-foot separation between leaching galleys and surface waters. The applicant is proposing leaching galleys as close as 84 feet from surface waters. The engineer noted in the technical report that both proposed wick shafts receiving the leachate from the leaching galleys are located at least 100 feet from surface waters. 21. Standards require a 100-foot separation between leaching galleys and wetlands. The applicant is proposing leaching galleys as close as 79 feet from wetlands. j 22. Due to the high groundwater conditions at the site,the sewage disposal system is to be installed in a raised area and contained by a new waterproof retainingwwall along the north property line abutting Main Road. 23. Standards require a 10-foot separation between sanitary structures and retaining walls. Three existing leaching pools which are to remain are located as close as 5.5 feet from the proposed retaining wall along Main Road. Grade elevation at the bottom of the wall near the leaching pools is approximately 8.5 feet above mean sea level, which is similar to the elevations at the tops of the leaching rings,and should result in minimal,if any,vertical leaching exposure. 24.The proposed new grease trap, septic tank, and leaching galleys are all at least 10 feet from the proposed retaining wall,in accordance with Department requirements. 25. Standards require a 10-foot separation between sanitary systems and property lines. The applicant is proposing to install the sanitary system as close as 6.9 feet from the property line to the east (SCTM: 1000-05600-0700-004001). That adjacent parcel is to be leased by the applicant in order to be used for storm drainage purposes,and possibly for parking. 26. Standards limit the grade change now leaching structures to a maximum of 15% over 20 feet without the installation of a retaining wall. The proposed site plans call for regrading on adjacent tax lot 1000-056000700-004001 due to the elevations of the easternmost leaching galleys. It was indicated during the hearing that the applicants are attempting to purchase that parcel,but that a small retaining wall could be installed in that area,eliminating the need for regrading on the other parcel,if the land purchase does not occur. 27.During the hearing, concerns were raised regarding the possible need for shoring during construction. The engineer stated that the need for shoring would be evaluated during excavation,and shoring would be provided if deemed necsssary. 28.All sewage disposal system structures are proposed to have traffic bearing slabs and cast iron covers to grade,in accordance with Department standards. James L.Tomarken,MD,MSW,MPH,MBA,Commissioner Hearing Date:January 17,2013 Subject: Findings and Recommendations of the Review Board Regarding: C10-12-0009 Mill Creek Marina-&Is of Main Road,451.74 ft w/o Dolphin Dr.,Greenport -t10 Southold—SCTM: 1000-05600-0700-002000 29.The use of the marina and dockmaster building will be seasonal. 30.During the hearing, the Board noted that the proposed water line to serve the dockmaister building riots directly from the restaurant building, and no bacirtlow prevention is shown for that water line. The applicant's engineer indicated that backflow prevention could be added for that water service line. 31.The Town of Southold Planning Board issued a Negative Declaration for the Proposal on November 20,2012. 32.The proposed sewage disposal system has been designed to maximize distances to surface waters and wetlands to the extent practicable, as was requested by.the NYSDEC during their review, and the applicant has received a NYSDEC wetlands permit. Dateagantion It was a 3 to 0 determination of the Board to grant the request for the variances provided the following conditions are met: • The applicant shall retain a licensed professional engineer to supervise, and certify the site excavation, backfilling, and installation of the sanitary system and all related construction • Bvaluation of the soil stability shall be the responsibility of the applicant's engineer. • The determination of the need for installation of shoring around the excavation areas shall be the responsibility of the applicant's engineer, if shoring is installed, the shoring shall be designed and inspected by the licensed professional bngineer, • Notification shall be made to the Department so that a representative can witness the soil removal and replacement operations as well as the sewage disposal system installation • The applicant shall be responsible to obtain a dewatering permit from the agency having jurisdiction, and comply with its terms if dewatering is noomany to remove poor soils below the sewage disposal system. • The wick shafts of clean sand beneath the new leaching galleys shall be installed to a minimum of 6 feet into acceptable material, as determined by the Department representative. • The leaching galleys shall be installed over perforated collection piping directed towards the wick shafts, in backfill material acceptable to the Department, James L. Tomarken,MD,MSW,MPH,MBA,Commissioner Hearing Date:January 17,2013 Subject: Findings and Recommendations of the Review Board Regarding: C10-12-0009 Mill Creek Marina-s/s of Main Road,451.74 it.w/o Dolphin Dr.,Greenport —t/o Southold—SCTM: 1000-05600.0700-002000 • The existing sanitary leaching pools shall be cleaned, and backfilled with material acceptable to the Department to maintain a minimum 2 feet between pool bottoms and highest expected groundwater. • A retaining wall shall be constructed in the area to the east of the new leaching galleys near the property line of the adjacent tax parcel to the east known as SCTM: 1000-05600-0700-004001, in order to eliminate the need for regrading of that Property due to the installation of the new leaching galleys, unless the applicant takes title to that parceland merges that parcel with the subject parcel. • Traffic-bearing slabs and cast-iron covers to grade shall be installed on all of the sewage disposal system structures. • Backflow prevention shall be provided for the water supply for both the restaurant and the dockmaster building. • Covenants and/or deeds shall be prepared and filed, in language acceptable to the County Attorney,that: o Provide that there shall be no division of the subject parcel, and that the parcel shall remain as a single lot. o Limit the total sanitary density flow for the subject parcel to 2,260 gpd. o Limit the total sewage flow for the subject parcel to 5,640 gpd. o Establish that the sanitary system on the property does not comply with standards and extensive coats may be incurred in the fhture if repairs are necessary. o Establish that the facilities in the dockmaster building are to be used for the marina employees and customers only,and shall not be open to the public. Approval of the requested variances should not have .any substantial adverse effect on water quality since the proposal is within the gmnd&dmed sanitary density flow for the site, and the total sewage flow fpr the parcel will be a reduction from that which was previously approved. The site was previously operated with the same general uses and the same sanitary density flow as presently proposed, and the installation of the larger grease trap and septic tank, as well as the new leaching galleys. will substantially increase the hydraulic capacity of the sewage disposal system. The proposed sump disposal system modifications will also ensure that all of the leaching structures will be 2 fed above groundwater. Although separation distances from some sanitary structuress will be loss than those required by standarda, the new leaching wicks will be greater than the required minimum 100 foot distance to surface waters,and the proposed construction will result in a sanitary system that is superior to the existing sanitary system which was previously used at the facility. James L.Tomarken,MD,MSW,MPH,MBA,Commissioner Hearing Date:January 17,2013 Subject: Findings and Recommendations of the Review Board Regarding: C10-12-0009 Mill Creek Marina-A of Main Road,451.741 w/o Dolphin Dr., Greenport tto Southold—SCTM: 1000-05600-0700-002000 The granting of the requested variances is not a formal approval to reopen the restaurant,or to construct the now dockmaster building or modify the sewage disposal system on the subject parcel. Rather, it is a delamination on the specific variances roqueated, based upon factors noted in §760.609 of the Suffolk County Sanitary Code(Sanitary Code). In compliance with §760-609A(lxa), the proposed variances are in general conformity with the Sanitary Code. The variances should not impair groundwater, surface water and drinking water supplies, and, as such, ars 'consistent with criteria specified in §760- 609A(1)(b). The granting of the requested variances with the specified conditions will not adversely affect the design of an adequate on-site water supply and/or sewage disposal system,taking into account soil conditions,depth to groundwater,direction of groundwater flow,and as such,is consistent with criteria specified in 1760-609A(lxe). As per §760-609 of the Suffolk County Sanitary Code,the approval of the variances with the specified conditions is in harmony with the general purpose and intent of the Sanitary Code to protect groundwater and drinking water supplies, surface water and otter natural resources,and public health,safety and welfare. February 1,2013 Patricia A.Floria,P.B. Chair—Board of Review / /3 25235 Main Road, �4�IE Cutchogue NY 11935 Samuels & Steelman (631) 734 6405 Architects Fax (631) 734 6407 TRANSNUM To: Brian Cummings From: Nancy Steelman Address:Planning Department Date: Jan. 10, 2013 Town of Southold PO Box 1179 CC: Southold, NY 11971 Re: Mill Creek Inn & Restaurant ❑ Urgent x For Review ❑ Please Comment ❑Please Reply Description: 1. NY State Department of Environmental Conservation Permit Please call if you have any questions. Nancy Steelman JAN 1 1 2003 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-03462 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: MILL CREEK PARTNERS MILL CREEK INN &MARINA EUGENE BURGER 64300 MAIN RD (RTE 25) - 450'W/0 DOLPHIN DRISCTM1000-56-7-2 PO BOX 326 SOUTHOLD,NY 11971 CUTCHOGUE,NY 11935-0326 Facility Application Contact: SUFFOLK ENVIRONMENTAL CONSULTING INC PO BOX 2003 BRIDGEHAMPTON,NY 11932-2003 (631) 537-5160 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Southold Facility Principal Reference Point: NYTM-E: 718.756 NYTM-N: 4550.754 Latitude: 41104'43.1" Longitude: 72123'45.4" Project Location: 64300 Main Road Authorized Activity: Dredge the boat basin and entrance to marina to 6'below mean low water. Reconstruct/reconfigure floating docks and slips within the marina. Install low sill bulkheading having tie rods secured with helical screws. Install 290' of rock rip-rap. Other improvements include but are not limited to handicapped accessible dock access, plantings, drainage systems, new dock master building and marina building. Approved plans by Samuels and Steelman, Architects are stamped NYSDEC approved on 12/13/12. Permit Authorizations "Tidal Wetlands - Under Article 25 Permit ID 1-4738-03462/00006 New Permit Effective Date: 12/13/2012 Expiration Date: 12/12/2017 Water Quality Certification - Under Section 401 - Clean Water Act Permit ID 1-4738-03462/00007 New Permit Effective Date: 12/13/2012 Expiration Date: 12/12/2017 Excavation & Fill in Navigable Waters - under Article 15, Title 5 Permit ID 1-4738-03462/00008 New Permit Effective Date: 12/31/2012 Expiration Date: 12/12/2017 Page 1 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03462 NVSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all-conditions included as part of this permit. Permit Administrator: OHN,,A WIELAN D. Deputy Regional Permit Admim�trator Address: N DEC REsYION 1 HEADQUARTERS 1 S @ S -, BRO IRCLE RD TO B O K NY/T 17T 9�0-3449 Authorized Signatu. Date J)—/ Distribu Ion List SUFFOLK ENVIRONMENTAL CONSULTING INC Habitat- TW JOHN A WIELAND �— Permit Components NATURAL RESOURCE PERMIT CONDITIONS WATER QUALITY CERTIFICATION SPECIFIC CONDITION GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS; WATER QUALITY CERTIFICATION; __EXCAVATION do FILL IN NAVIGABLE WATERS I. No Interference With Navigation There shall be no unreasonable interference with navigation by the work herein authorized. 2. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Samuels & Steelman Architects last revised Sept. 5, 2012, Page 2 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03462 3. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 4. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State,or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 5. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 6. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 7. Post Permit Sign The pen-nit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 8. Notice of Commencement At least 48 howl prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 9. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 10. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 11. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 50 linear feet from the tidal wetland boundary. Page 3 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION C Facility DEC ID 1-4738-03462 12. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 13. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 14. No Beach Excavation For Fill No excavation of the beach is authorized for the purpose of obtaining fill or stone materials. 15. Backfilling All peripheral berms, cofferdams,rock revetments, seawalls, gabions,bulkheads or other approved shoreline stabilization structures shall be completed prior to placement of any fill material behind such structures. 16. No Equipment below Apparent high Water Equipment operation below (seaward) apparent high water is strictly prohibited. 17. Jet-in Bulkhead Bulkheads constructed directly adjacent to vegetated tidal wetlands shall be hand driven or jetted in with no disturbance to the tidal wetland. Trenching is strictly prohibited. is. Use of Treated Wood The use of wood treated with Pentachlorophenol or other wood treatment not specifically approved by the Department for use in wetlands and/ormarine waters, is strictly prohibited in the construction of structures that will be in contact with tidal waters. 19. No Floats,Ramps in Vegetated Tidal Wetlands Floats and ramps may not rest on or be stored in any vegetated tidal wetland. 20. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 21. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 22. Install, Maintain Erosion Controls Necessary erosion control measures,i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 23. Dredgings to Remain On-Site[Within Wetland Dredge material approved to remain on-site and/or within the NYSDEC Tidal Wetlands jurisdiction shall be retained so as not to enter any water body, tidal wetlands, or protected buffer areas. Off-site, upland disposal of dredged material beyond NYSDEC Tidal Wetland jurisdiction requires the additional guidance of the Division of Solid and Hazardous Materials (631)444-0375 and is not covered by this permit. 24. Restrict Spillage, Use Closed Bucket During the dredging operation, the permittee and his contractor shall prevent spillage of sediment during excavation and haulage. Dredging shall be accomplished with a clam shell or other closed bucket equipment. Page 4 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03462 25. Leave a Uniform Bottom Elevation All dredging shall be conducted so as to leave a uniform bottom elevation free of mounds or holes. 26. No Dredging near Tidal Wetland No dredging shall occur within 15 linear feet of the seaward edge of the vegetated tidal wetlands. 27. Dredging Prohibition Period Dredging is specifically prohibited from June I through September 30 each year to protect spawning shellfish and/or spawning finfish. 28. Dragline Prohibited The use of a dragline for dredging is strictly prohibited. 29. Filter Fabric Curtain Around Dredging Area A filter fabric (turbidity) curtain weighted across the bottom and suspended at the top by floats shall be positioned to enclose the work site before commencing dredging. The curtain shall remain in place and in functional condition during all phases of the dredging operations and remain in place for two hours after dredging termination and turbidity inside the curtain no longer exceeds ambient levels. 30. Inspect Diked Disposal Area Before dredging begins, the permittee and contractor shall inspect the diked disposal area to confirm that it is structurally sound and ready,with sufficient area to contain the dredged material. Any necessary repair to the diked area must be completed before dredging begins. 31. Return Water Discharge Return water discharge from the disposal site outfall shall not scour the shoreline or disturb tidal wetland vegetation. 32. Long-term Plant Survival The filled areas shall be planted with Cape American beach grass or Spartina alterniflora, as indicated on plans and the permittee shall ensure a minimum of 85% survival of plantings by the end of five growing seasons. If this goal is not met, the permit holder shall re-evaluate the restoration project in order to determine how to meet the mitigation goal and submit plans to be approved by the office of Regional Habitat -TW NYSDEC REGION I HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK, NY] 1790 -3409 33. Top Elevation The top elevation of the approved low-sill bulkhead shall be a minimum of 6" below apparent high water. 34. Bricks All bricks and other non-indigenous material seaward of the approved low-sill bulkhead shall be co-mpletely removed and transported to an approved upland area for disposal. WATER QUALITY CERTIFICATION SPECIFIC CONDITIONS 1. Water Quality Certification The NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301, 302, 363, 306 and 307 of the Clean Water Act of 1977 (PL 95-217)provided that all of the conditions listed herein are met. Page 5 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL,CONSERVATION r Facility DEC ID 1-4738-03462 GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK, NY1 1790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands,Water Quality Certification, Excavation & Fill in Navigable Waters. s. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; Page 6 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03462 c. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee: Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 7 of 7 ,MTS t:,)c COUNTY OF SUFFOLK Su- STEVEN C. (D C y BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES JAMES L.TOMARKEN, MD, MPH, MBA, MSW Commissioner December 31, 2012 Mill Creek Partners,_LLC PO Box 326 Cutchogue,NY 11935 Subject: Variance Hearing C1 0-12-0009—Mill Creek Marina—S/S of Main Rd., 451.74'w/o Dolphin Dr., Greenport— t/o Southold—SCTM#: 1000-56-7-2 Dear Sir/Madam: Your request to appear before the Board of Review of the Suffolk County Department of Health Services has been received. The review of this case has been scheduled for January 17, 2013 at 10:30 a.m, in the Suffolk County Department of Health Services' Conference Room, 360 Yaphank Avenue- Suite 2C, Yaphank,NY 11980. You and interested parties are requested to appear, with or without counsel. On that occasion,you may produce any information or evidence you wish to be considered concerning the above-referenced property. Should you have any questions, please call (631) 852.5801. Very truly yours, a3 JAN - 1 2 Patricia A. Floria, PE Chair, Board of Review PF/bh C: James Meyers, P.E. Condon Engineering, P.C. Nancy Pierson Principi Properties, LLC Lauretta Fischer—Planning Department Town of Southold Planning Dept. Andrew Freleng—Planning Department Kevin Itwaru—Reviewer ® DIVISION OF ENVIRONMENTAL QUALITY Publlclimlth 360 Yaphank Avenue, Suite 2C,Yaphank NY 11980(631)852-5700 Fax(631)852-5755 V.....,.F,c mc,. P-... • �c�� , MY��C �Iti SCOTT A. RUSSELL �0` �a JAMES A. RICHTE R.A. SUPERVISOR ' #h7 MICHAEL M. COLLINS, P.E. TOWN HALL - 53095 TOWN OF SOU77IOLD,NEW YORK]971 �� . T Tel. ax. (631)63 --765-9015 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD December 7, 2012 Donald J. Wilcenski Chairman - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 DEC - 7 Re: Mill Creek Inn 64300 NY State Route 25 SCTM #: 1000-59- 07-02 Dear Mr. Wilcenski: As per a request from your office, I have reviewed the Storm Water Pollution Prevention Plan - Narrative Report-Site Plan and Notice of Intent(SWPPP & NOI)for the above referenced Site Plan. The SWPPP& NOI has been prepared by the office of John Condon, Condon Engineering, P.C. and dated 11/15/12. Please consider the following: NOTICE OF INTENT 1. Item# 11 -Page 4 of 10 indicates a start and end date containing 4 months. The Narrative Report, on page 1 of 6, indicates that construction is expected to last 9 months. This item should be coordinated. 2. Item#30-Page 9 of 10 Indicates a WQv Required of 0.159 acre-feet. This item has been supported by calculations provided on Sheet#2 of the SWPPP Drawings. The problem is that the Narrative Report, on page 2 of 6 under notes for Post Development Conditions, indicates a required WQv of 0.230 acre-feet. This item should be coordinated. 3. The Narrative Report,on page 3 of 6, called for a concrete wash pit to be installed to control excess concrete. The pollution prevention measures shown on the plan did not provide fora concrete wash-out area. This item should be detailed and located on the plan as indicated by the Narrative. All of the above referenced items should be amended as needed and resubmitted for Town approval prior to the completion of a SWPPP Acceptance Form. If you have any questions regarding this SWPPP review, please contact my office. i cerei. Ri Jameshfer, R.A. • • MAILING ADDRESS: PLANNING BOARD MEMBERS OF SOU P.O. Box 1179 DONALD J.WH.CENSKI �0�� ly�lO Southold,NY 11971 Chair .IL OFFICE LOCATION: WILLIAM J.CREMERS T Town Hall Annex KENNETH L.EDWARDS H Q 54375 State Route 25 JAMES H.RICH IH G _`�� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR ''COU,M'.h� Southold,NY 1111 PPP Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 5, 2012 Ms. Nancy Steelman c/o Samuels & Steelman 25235 Main Road Cutchogue, NY 11935 Re: Site Plan for Mill Creek Inn & Marina SCTM#1000-56.-7-2 Dear Ms. Steelman: I am writing as a follow-up to the Work Session held on December 3, 2012 where the Planning Board formally discussed the above-referenced site plan and determined the following: 1. Provide on-site parking for bicyclists; this property abuts State Bicycle Route 25. 2. Add a condition to the site plan stating that the septic system will be pumped out twice a year, once in May and once in October. This pump-out requirement is required every year. This condition must also be filed as a covenant on the property. a. This condition and covenant is required as mitigation to the potential large impacts of the wastewater generated by this site to the groundwater and surface water. 3. Submit a Photometric Plan for all proposed exterior lighting on site. a. The lighting must meet all requirements of§172 of the Town Code. The photometric plan shall display footcandle measurements in a grid, indicating the light levels for all proposed fixtures at the designated mounting heights up to all property lines OR until the footcandle measurements reach O.Ofc. In addition, please include lighting manufacturer specifications (cut sheets)for all proposed fixtures and their intended hours of illumination (please note if they are intended to be controlled by a timer). Mill Creek Inn & Marina* Page two • December 5. 2012 b. In no instance may any lighted surface, as installed, exceed five (5.0) footcandles unless it can be demonstrated that a higher level is necessary for the proposed use. (Higher levels should be based on guidelines established either in the IESNA Handbook or similar professional or governmental guidelines or regulations.) 4. Add a condition to the site plan stating that a portable pump-out station will be available on-site for all vessels harbored in the marina. This condition shall be fulfilled by keeping an activity and maintenance log for the portable pump-out. 5. Remove the note found on page "SP-4" that says "New Septic System for Dock Master Building". 6. Relocate one (1) ADA compliant space from the front of the building down to where the proposed handicap access ramp to the marina is located. A standard parking stall should be created in its place. 7. Landscape Plan: a. Provide Switchgrass (Panicum Virgatum) in lieu of the proposed Ornamental Grasses. Switchgrass have superior environmental qualities including the absorption of oil(s). b. Provide Scarlet Oak or Red Oak trees in lieu of the proposed London Plane Trees. c. The Planning Board agreed that incorporating colored plantings to the landscape design would be nice and some leniency towards non-native plantings will be granted if located close to the building. d. The Planning Board would like to see at least 50% of the proposed landscaping to be native plantings and should be manageable with the replacement of the above mentioned trees and supplemental plantings around the proposed parking area. 8. Please wait to make any revisions to the plans until after receiving approval from the SCDHS, the NYSDOT (at least preliminary approval of the site plan layout), and the Office of the Town Engineer for drainage plans. This is to ensure that the final version of the site plan the Planning Board reviews for a determination is the same as the plans approved by these other agencies. If you have any questions regarding this site plan or its process, please do not hesitate to call this office. Very truly yours, Brian A. Cummings Planner WORK SESSION AGENDA 0 SOUTHOLD TOWN PLANNING BOARD Monday, December 3, 2012 2:30 p.m. Executive Board Room, Town Hall Annex 2:30 p.m. Applications ---o------------- Project name: Bayberry Estates SCTM# 1000-55 6-35, 55 6-36, _ I Location. on the west side of Laurel Avenue, approximately 150 feet south of Yennecott Drive in Southold iDescription: This proposal is for Standard Subdivision of a 50 acre parcel into 18 lots and two (2) open space parcels where the lots range in size from I 28,235 s.f. to 36,400 s.f., with the open space parcels totaling 35 acres, excluding the wetlands in the R-80 Zoning District. - --- Status: ________ Conditional PreliminApproval — — Action: Review referral responses. — Attachments: Staff Report — - Project name: Maaratooka North LLC SCTM#:j 100.0-115-2-_6 Location:_ 17405 NYS Rou_te 25, Mattituck _ Description_ This proposed Open Development Area (ODA) will create a development; area of 4.5 acres in a 22.5-acre parcel with the future potential to be i subdivided into a maximum of 3 residential lots and one 18-acre j protected farmland parcel in the AC Zoning District.—_— - -- — __ _ Status: _ Pending - 1 Action: Review C & Rs and --- revised maps. Attachments: Staff ---- Project name: Robertson & Johnsonf SCTM#. 1000-67-3-10 - -- -- Location: 55 Dickerson Street, Peconic Description: This proposed Lot Line Change will transfer 0.46 acres from i SCT1V1#1000-74-1-2 to SCTM#1000-67-3-10. SCT1VI#1000-67-3-10 will increase from 0.24 acres to 0.70 acres, and SCTM#1000-74-1-2 will decrease from 0.46 acres to 0 acres in the R-40 Zoning District. I --- -----------..-------------- -- i Status: New Application i— ---- — —.. -Re-vie- chon_ wforcomp-1eteness --- ! Attachments: StaffReport; — -- - ----------- ----.- -- ------- -- Staff Project name Mill Creek Inn & Marina LSCTM# 1000-56-7_2 — Location: 64300 NYS Route 25, on south side of Rt. 25, 424' west of Dolphin Drive, Greenport j Description. This site plan is for the proposed improvement and renovation to an ! existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel in theM II Zoning District - — -. Status Pending n: Review referrals - — -- - - - - t - -- Attachments - Report- _ — ---- -- Southold Town Plan'RQ Board Work Session -Page Two lecember 3, 2012 -------................... Project name: 1 M u__1 linReal------_ty,_LP___ M it 1000-62-3-1 I_L o age Place & NYS Rt. 25, 40 & 120 Cotta Place orner of Southold -Description: This ed site Ian is for a proposed pa ing area of 14 stalls for ployees and over- ow customer parking o a 7,294 sq. ft. parcel in he General Businessning District. --------- ------------------------- Action I R iew revised site Ian. Attachments: Sta Report ....................... Discussion: • Pre-submission Confere ce re: S 1000-2 -3, Proposed Standar Subdivision • Ovsianik Cha of Zone Req est, SCTM#1 000-97- mended Boundary Line Alteration Surve • Local Law re: Amendments to a er 280, Zoning, in conn tion with Use Regulations within LIO I Zoning istricts Executive Session: Matters of Litigation • • MAILING ADDRESS: PLANNING BOARD MEMBERS pf so P.O.Box 1179 DONALD J.WILCENSKI ��� yQ Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS G Q 54375 State Route 26 JAMES H.RICH III %�'Q �� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR Comm Southold,NY Telephone: 631 765-1935 Fax:631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: James Richter,Engineering Inspector From: Brian Cummings, Planner,�� Date: December 3,2012 Re: SWPPP for Mill Creek Inn& Marina Application Name: Mill Creek Inn & Marina Tax Map Number: 1000- 56.-7-2 Location: 424' west of Dolphin Drive,Greenport Type of Application: Sketch Subdivision Map (Dated: ) Preliminary Subdivision Map (Dated: ) Final Subdivision Map (Dated: ) Road Profiles (Dated: ) Grading and Drainage Plans (Dated: ) Other (Dated: ) Site Plan (Dated: 1 Revised Site Plan (Dated: 1 Grading and Drainage Plans (Dated: ) �— Other (SWPPP) (Dated: November 15,2012) Project Description: This site plan is for the proposed improvement and renovation to an existing 50 slip marina& 8,989 st restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel and a proposed boat yard and 71 parking stalls on a 4.74 acre adjacent parcel (56.-7-4.1) in the M-II Zoning District, Greenport. Additional Comments: Thank you for your cooperation. • OAR d L, �1i, (�C 25235 Main Road, Cutchogue NY 11935 Samuels & Steelman (631) 734 6405 Architects Fax (631) 734 6407 To: Brian Cummings From:Nancy Steelman Address:Planning Department Date: November 30, 2012 Town of Southold Town Hall Annex CC: Southold, NY 11971 Re: Mill Creek Inn & Restaurant ❑ Urgent x For Review ❑ Please Comment ❑ Please Reply Description: 1. 2 sets of Town/DEC Storm Water Pollution Prevention Plan (SWPPP) 2. 2 Copies of the DEC General Permit Application and Narrative Report This submittal is for the whole project including the parking area on the adjacent property. Please call if you have any questions. Nancy Steelman NOV 3 O m2 1358331598 NOTICE OF INTENT New York State Department of Environmental Conservation Division of Water 625 Broadway, 4th Floor NYRE Now Albany, New York 12233-3505 SLormwater Discharges Associated with -Construction Activity Under State Pollutant Discharge Elimination System (SPDES) General Permit # GP-0-10-001 All sections must be completed unless otherwise noted. Failure to complete all items may riesuit in this form being returned to you, -hereby delaying your coverage under this General Permit. Applicants must read and understand the conditions of the permit and prepare a I-Stormwater Pollution Prevention Plan prior to submitting this NOL. App.'cants are responsible for identifying and obtaining other DEC permits that may be required. -IMPORTANT- RETURN THIS FORM TO THE ADDRESS ABOVE MUST SIGN FORM Owner/Operator Information 22 (Company Name/Private Owner Na�e./Municipall _y' Own e r rator Name :M T LL: CR E K P AIR,T:N E,R' Sl , , Owner/Operator Contact Person Last Name (NOT CONSULTANT! [B U GjEjRj ._ L. l Owner/Operator Contact Person First Name E U G:Ei[N�'E Owner/Operator PIailing Address P0 �B 0 X � 9 3 4 City Tr CU '1 1- 7 _7 F H;OIG UIE, Z�tate zip M Yi 111 9 315, - ' PhOne �Owner/Operator) Fax(Owner/Ope�tor� 17! 1 - 15121 1 71 111 -j7i3j ,11 - 151214 9i 63:1 _3 '4� 16[3 Ema.-I (Owner/Operator; c o nit a cIt @b u' r g e c o n s t rjuct ijoin n L A 1..._.L TAX ID (nct required For individuals) NOV 302012 Page 1 of 10 F1863331599 Project Site Information ProLactf Si e Name _.. L_! �i..� �. � ,_ _ TiH E� MLI,L�LI iC:R,E E'KI iI1N�N �& rMIA(R Z�NjAI. LJ -L-1 L ,—._.. _ f _.1 i St_eet Address (NOT P.O. BOX) 6 413 0 0 R O UTIE, 2; 5� Side o" Street j '-'North * South '-)East O&est 1y'7own/V .11aue (THAT ISSUES BU ILDTNG PERMIT) S Oy,U T H�OjLiD. ( i i. �. _.. State Zip T T_ County _ DEC Region N Y. 1 11 9: 4 41 - FFiO�L,'.KI� , 1 Name of Nearest Cross Street �D O � PiH I N �DIR IAV E if Ti L � 1—T stance to Nearest Cross Street (Feet) Project In Relation to Cross Street 4 5 O North O South O East •West -t i Tax Map Numbers Tax Map Numbers ', Secv_er,-Block-Parcel . 1 0 0 0 - 5, 6 -, 0 71 - 01 2, ( 11 0 0 6 7 4 1.1 i 1. Provide the Geographic Coordinates for the project site in NYTM Units. To do this you must go to the NYSDEC Stormwater Interactive Man on the DEC website at: www.dec.ny.gov/imsmaps/sto=water/viewer.htm Zoom into your Project Location such that you can accurately click on the centroid of your site. Once you have located your project site, go to the tool boxes on the top and .., .ccse " (identify) . Then click on the center of your site and a new window containing t.he X, Y coordinates in LTM will pop up. Transcribe these coordinates into the boxes below. For problems with the i.nteractive map use the help function. X Coordinates (Easting) Y Coordinates (Northin ) 1 ' Tom. -r 17118 7 ,-513 ) 4 ' 515 017 4151 , 2. What is the nature of h_s construct or) project? � i , O New Construction 0 Redevelopment with increase in imperviousness O Redevelopment with no increase in imperviousness LPage 2 of 10 F7387331595 3. Select the predominant land use for both pre and post development conditions. SELECT ONLY ONE CHOICE FOR EACH Pre-Development Post-Development Existing Land Use Future Land Use O FOR?ST Q SINGLE FAMILY HOME Number of Lots O PASTURE/OPEN LAND O SINGLE FAMILY SUBDIVISION i CULTIVATED LAND TOWN HOME RESIDENTIAL 0 SINGLE FAMILY HOME C MULT FAMILY RESTDENTIAI. SINGLE FAMILY SUBDIVISION INSTITUTIONAL/SCHOOL O TOWN HOME RESIDENTIAL ;SIN DUSTRIAL 'i MULTIFAMILY RESIDENTIAL COMMERCIAL :J TNSTI.TUTIONAL/SCHOOL O MUNICIPAL 0 INDUSTRIAL O ROAD/HIGHWAY ® COMMERCIAL O RECREATIOiQAL/SPORTS FIELD .O ROAD/HIGHWAY O BIKE PATH/TRAIL RECREATIONAL/SPORTS F'i ELD ; LINEAR. UTILITY (water, sewer, gas, etc. ; ; BIKE PATH/TRAIL C PARKING LOT O LINEAR UTILITY O CLEARING/GRADING ONLY PARKING LOT C DEMOLITION, NO REDEVELOPMENT O OTHER O WELL DRILLING ACTIVITY * (Oil, Gas, etc. ) O03HF.R *note: for gas well drilling, non-high veiure hydraulic fractured wells only 4. wii7 future use of th.s ste be an agricultural property as defined by the NYS Agriculture and Markets Law ? ,-,Yes •No i 5. Is this a project which does not require coverage under the General Permit (e.g. Project done under an Individual SPDES Permit, or 0 Yes *No department approved remediation)? 6 Isthisgovernment olocal government? property d b wneysato authority, state agency, federal CYes 0 N � in acccrdance with the larger common dian of development or sale, enter the total. proiect site acreage, the acreage to be disturbed and the future impervious area (acreage)within the disturbed area. Round to the nearest tenth of an acre. Total Site Acreage To Existing Impervious Future Impervious Acreage Be Disturbed Area Within Disturbed Area Within Disturbed _. .------- ----- -�._ 4n 5 acres ----- -- ---- -------- l 8. Do you plan to disturb more than of soil at any one time? ' Yes •No 9. Judicate the percentage of each Hydrologic Soii Group(HSG) at the site. A B C D o DoT 019- 1 0 LPage'3 of 10 9155331591 10. =s this a phased project? C.Yes •No Start Date End Date 11. Enter the planned start and � � T-' _. ' ,- , , T--- r � TTi end dates f the disturbance 0 3� 0 1 � 2 0 i 1 3 - ; 0 1 6 / 3 0 1 � 12 O l 14 12. identify the nearest, natural, surface waterbody(ies) to which construction site runoff will discharge. --�—�- Name T i-J SIO U lti TO T 12a. Type of waterbody identified in Question 12? Wetland ( State uurisdiction On Site (Answer 126) ')Wetland / State Jurisdiction Off Site J Wer.land ! Federal Jurisdiction On Site (Answer 12b) 'D Wetland I Federal Jurisdiction Off Site ') Stream ! Creek On Site ' ") Stream. / Creek Off Site ! ',, Five- On Site c Ricer Off Site 12b. How was the wetland identified? O Lake On Site (D Regulatory Map Laae Off Sii-.e *Delineated by Consuitarit Other Type On Site C Delineated by Army Corps of Engineers _; Other Of Type Site I r Other (identify) i L3. Has the surface waterbody(ies) in q. estion 12 been identified as a Yes 014o 303(dj segment in Appendix E of GP-0-10-001? ,14. To this project located in one of 1he Watersheds identified in Appendix C of CP-0 1C 0Ci? 0 Yea 0 No Ts the project located in one of the watershed areas associated with AA and AA-S classified C Yes 0 No warers? If no, skip question 16. LPage 4 of 10 J F- 6222331593 16 Does this cons`ruction activity disturb land with ncxi.st_ng mptrvious cover and where the Soil Slope n yes ;;No Phase is identified as an E or F on the USDA Soil, Survey? If Yes, what is the acreage to be disturbed? Will the project disturb soils within a State regulated wetland or the protected 1.00 foot adjacent Yes O No aree? j i8. Does the site runoff enter a separate storm sewer ,! system (including roadside drains, swales, ditches, C,Yes No G Unknown j culverts, etc)? 19. What is the name of the municipality/entity that owns the separate storm sewer system? -. �O Ti iA PIP LSI CiA B1LIE� N --�—r-' -I i 20. Does any runoff from the site enter a sewer classified as a Combined Sewer? O Yes !No O Unknown i 21. Has the required Erosion and Sediment Control componentof the SWPPP been developed in conformance with the current NYS yes O No Standards and S_pecificaf_ions for Erosion and Sediment Control (aka 31ue Hook) 22. Does this construction activity require the development of a SWPPP that includes Water Quality and quantity Control �yes -;No � components (Post-Construction Stormwater Management Practices) (I£ No, skip questions 23 and 27-35) '.. 23. Have the Water Quality and Quantity Control components of the SWPPP been developed in conformance with the current NYS Yes G No Stormwater Management Design Manual ? LPage 5 of 10 4262331595 24. The Stormwater Pollulion Prevent-On Plan (SWPPP) was prepared by: A •Professional Engineer (P.R.) -' Soil and Water Conservation District (SWCD) Registered Landscape Architect (R.L.A) . Certified Professional in Erosion and Sediment Control (CPESC) i " Owner/operator v Other _ I�CPOPNrD ep_OrNr._. --�_h— .��_C ��LEiNTG�. IiNLE -E.RI INT ^�.CI 'I _�__ 1___ �l �_ T-7 i_ 1 L Contact Name (Last, Space, First) _ r CD ONION; J'O'H1N � I i3 1. � L I 1 i _ I MailingAddYress T - �._ SR�O — _ 1 _1 1 7 S� 5 DSII G S B'EE._ City MIAT1T I , ;T II�C K State zip N Y 1 1 9 5 2 "'hone Fax L _ 8 6 3 li - 6 2 6 I- , � 5 1 6 3 lir 2 9�i81 1. 9� 6i . J I Email c?o n', _ n l e n e t i T !�II 1 I I —inr_er ,g �L P11 li__1 SWPPP-Preparer Certification I hereby certify that the Stormwater Pollution Prevention Plan (SWPPP) for this project has been prepared in accordance with the terms and conditions of the GP-0-10-001. Furthermore, 1 understand that certifying false, incorrect or inaccurate information is a violat_ien of this permit and the laws of the State of New York and could subject me to criminal, civil and/or administrative proceedings. First Name M1 i J O H N' _... 1 J: Last Last Name ' C'OjN,D0,N i Signature/f Date ( S� �!Lo !Z) Page 6 of 10 J F5911331597 2S. Has a construction sequence schedule for the planned management - ! practices been prepared? •Yes C No j 26. Select all of the erosion and sedimen- control practices that willbe employed on the project site: Temporary Structural Vegetative Measures O Check Dams '-)Brush Matting 0 Construction Road Stabilization O Dune Stabilization Dust Control O Grassed Waterway O Earth Dike O Mulching Level Spreader ®Protecting Vegetation _. Perimeter Dike/Swale ,"`,Recreation Area Improvement ) Pipe Slope Drain Seeding C� Portable Sediment Tank Sodding J Rock Dam 0 Straw/Hay Bale Dike Sediment Basin ,� Streamhank Protection 0 sediment Traps O Temporary Swale *silt Fence A Topeoiling 0 Stabilized Construction Entrance ,)Vegetating Waterways # Storm Drain Inlet Protection permanent Structural * Straw/Hay Bale Dike C' Temporary Access Waterway Crossing 'e Debris Basin J Temporary Stormdrain Diversion 'i Diversion O Temporary Swale O Grade Stabilization Structure 0 Turbidity Curtain O Land Grading ')Water bars 0 Lined Waterway (Rock) O Paved Channel (Concrete) Biotechnical Paved Flume ":..;Brush Matting ,Retaining Wall t_'Wattling 0 Riprap Slope Protection : Rock Outlet Protection Other . Streambank Protection T Page 7 0£ 10 F0199331590 Water Quality and Quantity Control Important: Completion of Questions 27-35 is not required if response to Question 22 is No. Post-Construction Stormwater Management Practices 27. Indicate all Stormwater Management Practices) that will be installed/constructed on this site: Ponds Wetlands O Micropool Extended Detention (P-1) O Shallow Wetland (W-1) O Wet Pond (P-2) O Extended Detention Wetland (W-2) :?Wet Extended Detention (P-3) O pond/Wetland System (W-3) :�Multiple Pond System (P-4) :.; Pocket Wetland (W-4) i (", Pocket Pond (P-5) Infiltration Filtering O Infiltration Trench (I-1) Surface Sand Filter (F-1) ,` Infiltration Basin (I-2) O Underground Sand Filter (F-2) Dry Well (I-3) '-' Perimeter Sand Filter (F-3) 0 Underground Infiltration System , Organic Filter (F-4) Open Channels C Bioretention (F-5) O Dry Swale (0-1) �)Other — ` 7 - _._ ... `?wet Swale (O-2) Alternative Praci:ice Verified Proprietary Practice '.. C`Rain Garden O Hydrodynamic 0 Cistern O Wet vault - Green Roof O Media Filter C Stormwater Planters O Permeable Paving (Modular Block) 28. Describe other stormwater management practices not 'Listed above or explain any deviations from the technicalstandards. j i i 29. Has long term Operation and Maintenance Plan for the post-construction stormwater management practice(s) been Yes is No developed? If fes, Identify the entity responsible for the long term Operation and Maintenance M II LT ,R.IEIEiK ..�L ,IART N E R S �L[L C' .� T �T 77 - 1 L-L Li I 1 LPage 8 0£ 10 J 2994331595 30. Provide the 'notal water quailty volume required and the total provided for the site. WQv Required WQv Provided L` 0 •rl 51 9lacre-£ret 2 3 4 -acre-feet 31. Provide the toll owing Unified Stormwater Sizing Criteria for the site. i ' I Total Channel Protection Stora a Volume (CPv) - Extended detention of post-developed 1 year, 24 hour storm event. CPv Required CPv Provided j77 ,,acre-feet i=.=acre-feet j I31a. The need to provide for channel protection has been waived because: R Site discharges directly to fourth order stream or larger Total Overbank Flood Control Criteria (Qp) - Peak discharge rate for the 10 year storm Pre-Development Post-development . �`L. i__1CPS1CFS i Total Extreme Flood Control Criteria (Qf) - Peak discharge rate for the 100 year storm 'I Pre-Development Post-development _ICES L..._L ..iJCFB 3:b. The need to provide ..r f'_ood control has baen waived because: • Site discharges directly to fourth order stream or larger O Downstream analysis reveals that flood control is not required IMPORTANT_ For questions 31 and 32, impervious area should be calculated considering the project site and all offsite areas that drain to the post-construction stormwater management practioe(s) . (Total Drainage Area = Project Site + Offsite areas) 32. 2re Construction Impervious Area - As a percent of the Total ra i. iagc Area enter the oer en _aqe of the existj O ing impervious 11' 4 arbefore construction brains. O eas 33. Post-Construction Impervious Area - As a percent of the 'Total ' Drainage Area, enter the percentage of the future impervioO us areas that will, ne created/remain on the site after completion of ( 172 p construction. 34. Indicate the total number of post-construction stormwater Ali management practices to be rstailedlcors tructed. 35. Provide the total number cf stormwater discharge points from the site. (include discharges to either surface waters or to � p separate storm sewer systems; LPage 9 of 10 J 3484331590 36. Identify other DEC permits that are required for this project. DEC Permits C; Air Pollution Control r) Navigable Waters Protection / Article 15 C)Coastal Erosion f_-. Water Quality Certificate C Hazardous Waste O Dam Safety ,,;Long Island Wells Water Supolv O Mined Land Reclamation O Freshwater wetlands/Article 24 1,0 Other SPDES 9 Tidal Wetlands O Solid Waste " Wild, Scenic and Recreational Rivers ("Nolle (; Stream Bed or Bank Protection, l Article 0 L'n e -- �_ _ 31 . Does this project require a US Army Corps of Engineers Wetland Permit? ( •Yes No if Yes, indicate Size of Tmpa .t. T 21'LJ a iy 38. Is :his project subject to the require.,ents of a regi'lated, traditional land use control MS4? 0 Yes O No (If No, skip question 39) 39. Has the "MS4 SWPPP Acceptance" form been signed by the principal. executive officer or ranking elected official and submitted along ®Yes O No with this NOI? If this NOis being submitted for the purpose of continuing coverage under a general perri.t for stormwater runoff from construction activities, please indicate the former SPDES number assigned. �,�.., (N[Y R� L 1J� Owner/Operator Certification ,l have read or been advised of the permit conditions and believe that I understand them. t also understand that, under the terms of the permit, there may be reporting requirements. I hereby certify '.. that this document and the corresponding documents were prepared under my direction or supervision. I am aware that there are significant penalties for submitting 'raise information, including the possibility of fine and imprisonment far knowing violations. L further understand that coverage under the general permit ,.'. to tentiN ed i-, the ek::ewtedgmeni that I will feceive as a result of submitting this NOT and can be as tong as sixty ,60i business days as provided for in the general permit. I also understand that, by submitting this NOI, L am acknowledging that the S'WPPP has beer- developed and will be implemented as the first element of construction, and agreeing to comply with all the terms and conditions of the general pen:dt fur which this NOT is being submitted. Print First Name_ MI IE U G E I N E _----- Print last Name ; BIU R GE'R[ Owner/Operator Signature I Date �lv!/771r LPage 10 of 10 J November 15, 2012 Storm Water Pollution Prevention Plans- Narrative Report Applicant Information: Project Site Location: Mill Creek Inn&Marina 64,300 Main Road Greenport, NY 11944 631-7345217 Description of Site: This site is located in the Town of Southold, Suffolk County, New York(Suffolk County Tax Map: District 1000, Section 56 Block 07, Lot 2) (3.27 Acres)and the 4.2 acre vacant property to the east(Suffolk County Tax Map: District 1000, Section 56 Block 07, Lot 4.1). The total property is 7.47 acres including 1.34 acres of underwater land and is bordered by Southold Bay to the south, marina to the west, vacant land to the east and commercial property to the north. The site entrance is located at the northeast comer of the property. The site currently has a 50 boat marina basin and a two story 180 seat restaurant with stone and dirt parking and is serviced with a sewage disposal system,site drainage and associated utilities. During the winter season, the gravel parking area will be used for boat storage. The adjacent property has been leased by the subject property owner to be used for gravel parking. Approximately 0.8 acres of the property will be used for gravel parking with the remaining portion of the property remaining vacant and undisturbed. The facility is partially located in FEMA flood zones,AES,X,VE10 and VE11 as per the FEMA Flood Map No. 36103C0159H dated September 25, 2009. The majority of the upland property is not located in the 100 year flood plain except for the southern end of the restaurant building and low areas in the vicinity of the marina. The property is not discharging to a TMDL watershed(see Figure 3)or an impaired 303(d)listed water(see Figure 3). Key Maps showing the site location on USGS Digital Raster Graphic(DRG)Quadrangle(roadway-Figure 1)and on the NYS Department of Transportation Raster Quadrangle(regional topography-Figure 2) have been included in the attached figures. The proposed plans call for the construction of a new two-story 660 SF dock masters building, expanded gravel parking along the east side of the marina, oil&stone parking at the restaurant building,expansion of the existing septic system, upgraded public utilities and the site will be landscaped. The storm drainage retention system will be expanded with additional precast drywells as required by the town. The existing marina basin and channel to Southold Bay will be dredged to have a minimum depth of 6 feet with the installation and reconfiguring of new wood docks, low sill timber bulkheads around the perimeter and new rip rap along the southern shoreline to protect against erosion. Approximately 4,880 CY of dredge spoils is proposed to be removed from the basin and channel. The dredging work will be performed in accordance with all federal,state and local standards. The existing slopes at the edge of the marina will be re-vegetated to minimize the potential for erosion. The duration of construction is expected to last 9 months and will be completed in a single phase. The necessary approvals from the Town of Southold Trustees,Town Planning and the Town building department, New York State Department of Conservation,Army Corps of Engineers and the New York State Department of Transportation will be executed prior to the start of any work. At the completion of the project,the site will have an impervious area of approximately 6.3%with the remaining portion of the site consisting of gravel parking, landscaping, and underwater area.The site plans by Samuels and Steelman Architects should be referenced to for additional information. Storm Water Management Objectives: The storm water management objectives are as follows: To provide on-site storage in excess of the Water Quality Volume(WQv); Project: Mill Creek Inn &Marina 1 of 6 November 15, 2012 • Incorporation of green infrastructure techniques and standard storm water management practices with Runoff Reduction Volume(RRv); • To satisfy local requirements for storm water management; • To minimize the adverse effects of erosion and sediment transport under extreme storm conditions. The storm water management system has been designed in conformance with the Town of Southold standards and includes precast drywelis. This system is intended to recharge all runoff from a 2-inch rainfall into the ground as required by local regulations for the property. Erosion control measures,consistent with the practices outlined in the New York Guidelines for Urban Erosion& Sediment Control, have been proposed to protect both the subject property, and adjacent properties, from erosion and sediment transportation during and after construction. Pre-Development Conditions: The existing topography of the site generally slopes towards the south and east from elevation 12 to elevation 6 with the southern end and areas adjacent to the marina flowing directly iMo the bay. There are steep slopes greater than 35%around the marks basin and along the southern shoreline. There are no substantial depressions on the site. The southern shoreline is susceptible to erosion from wave action along Southold Bay. There are no natural resource conservation areas,or substantial wildlife habitats on the existing site. The site contains wetlands within the marina basin and along the southerly property line but otherwise no critical environmentally sensitive areas. There is an existing sanitary system located on the north side of the existing building and the building is serviced with public water. There are above ground electric and telephone services to the building. A test hole was performed for this project to confirm the soil types are consistent with those typically found in this area. The top strata consist of mixed Gay and loam with a brown day strata and then fine course sand approximately 70' below grade. The groundwater table is approximately 6.4' below grade. The soil classification from the USDA Soil Survey of Suffolk County lists the soil types in this area as Fd—FBI land, dredged material and Wd—Walpole sandy loam. The Hydrologic Soil Group(HSG)is"C"based on TR-55, Exhibit A: Hydrologic Soil Groups for the United States. The on-site soil is expected to be adequate to allow for the infiltration of storm water. Currently, there are precast drywelis on-site to collect storm water. Storm water runoff currently flows to precast drywelis and overland to existing natural low areas and wetlands. Post-Development Conditions: A storm water management plan has been designed in accordance with local practices and the portions of the NYS Storm Water Management Design Manual that are applicable to this type of development. The project does not discharge directly to surface water except for the sloped grass areas in the vicinity of the marina basin and southern property line. The project does not have a direct connection to a regulated MS4,which discharges to surface waters. It is important to note that, in accordance with local regulations and practices, storm water runoff is designed to be collected and recharged on-site;there are no provisions for discharge of peak flows to waterways. The SWPPP was developed to meet or exceed the Water Quality Volume(WQv), Runoff Reduction Capacity(RRv)and minimizing the adverse effects of erosion and sediment transport in the event of an extreme flood condition. The SWPPP includes detailed measures for controlling erosion and sediment transport during construction. Upon completion of construction, disturbed areas will be graded and re-vegetated so as to reduce or eliminate erosion potential. The storm water management system will provide for collection,temporary storage and infiltration of runoff through precast drywells for a 2-inch rainfall, in accordance with local regulations which is greater than the WQv required rainfall of 1.2 inches. The required WQv is 0.230 acre-feet The provided runoff storage is 0.234 acre-feet. In accordance with the NYS 2010 Storm Water Design manual we are required to provide an RRv equal to or greater than the WQv. For infiltration practices such as precast dryweiis, 90%of the provided capacity may be applied towards the RRv requirement. The provided RRv is 90%of 0.234 acre-feet or 0.21 acre-feet which is greater than the WQv of 0.138 acre-feet. In the event that extreme rainfall events exceed the capacity of the on-site system, the excess runoff from the site will overflow overland to natural low areas onsite and to the existing low areas along the site frontage and vacant site to the east This proposed on-site drainage system will overflow only after runoff in excess of the computed Water Quality Volume and Runoff Reduction Capacity occurs. Project: Mill Creek Inn &Marina 2 of 6 November 15,2012 The total area of the site is 7.47 acres; approximately 3.2 acres of the site will be disturbed including underwater land during construction. Construction is expected to begin upon approval during the spring of 2013 and continue until the spring of 2014 with no scheduled winter shutdowns. The site will have 0.47 acres of imperious coverage from roof and pavement area. The existing restaurant building is serviced by public water. The proposed dock master building will be serviced by a new 1 W water service from the existing building. The septic systems and water mains will be private. Utility services are typical for buildings of this size and use including telephone service, gas, service, electric service, and water services for each building. Several pollution prevention measures will be implemented during construction to for the project. To control litter, a construction fence will be installed around the perimeter of the construction zone to reduce the spread of litter beyond the construction zone for the duration of construction. The contractor will remove any accumulated litter and debris along the perimeter fence and on-site daily. The site will be serviced by a solid waste disposal contractor that will make regular pickups of on-site dumpstem in order to remove accumulated construction debris. Mechanical equipment being used on site will be inspected regularly for fuel or hydraulic leaks and will be repaired as necessary. Fuel for other equipment, paints and any other construction chemicals to be used during construction will be applied and stored in accordance with all local, state and federal guidelines. If there are any fuel or chemical spills during construction, the spills will be remediated in accordance with local, state and federal guidelines. A concrete wash pit shall be installed on the property for excess concrete and to clean concrete equipment and tools. The pit should be surrounded with a soil berm, lined with hay bales and labeled as a concrete washout pit. The pit should be located away from storm drains and wetlands to prevent contamination. The pit should be emptied when 75%capacity is reached and after the excess concrete cures. The owner/operator/contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections must be performed by a qualified inspector who is a certified erosion control specialist, licensed professional engineer or a trained technician working under the supervision of a licensed professional engineer. Site inspections to be performed every seven calendar days. The owner/operator/contractor is required to maintain copies of the NOI, SWPPP and general permit on-site at all times. The NOI and General Permit shall also be posted at the site at all times. The on-site contact responsible for the implementation of the SWPPP and inspection is listed below. Mill Creek Partners, LLC. Eugene Burger P.O. Box 934 Cutchogue, NY 11935 631-734-5217contact@burgerconstruction.net A list of contractors'for the project to be attached to the SWPPP. The owner or operator shall have each of the contractors and subcontractors identify at least one person from their company that will be responsible for implementation of the SWPPP. This person will be known as the trained contractor. The owner and operator shall ensure that at least one trained contractor is on site on a daily basis when soil disturbance activities are being performed. The owner or operator shall have each of the contractors and subcontractors identified above a copy of the of the following certification statement before they commence any construction activity: "I hereby certify that I understand and agree to comply with the terms and conditions of the SWPPP and agree to implement any corrective actions identified by the qualified inspector during a site inspection. I also understand that the owner or operator must comply with the terms and conditions of the most current version of the New York State Pollutant Discharge Elimination System ("SPDES")general permit for storm water discharges from construction activities and that it is unlawful for any person to cause or contribute to a violation of water quality standards. Furthermore, 1 understand that certifying false, incorrect or inaccurate Project: Mill Creek Inn &Marina 3 of 6 November 15, 2012 information is a violation of the referenced permit and the laws of the State of New York and could subject me to criminal, civil and/or administrative proceedings." A signed copy of this cenificabon is to be returned to the owner or operator identified above. The owner or operator is to attach the signed certification statement(s)to the SWPPP documents that is maintained at the site. Any new or additional contractors hired to implement the SWPPP after the start of construction must also sign the certification statement. Project: Mill Creek Inn &Marina 4 of 6 November 15,2012 Contractor Certification Paae Project name: Address: All contractors and subcontractors must sign the certification statement below before they commence any construction activity. The signed copy of this certification to be returned to the owner or operator identified above. The owner or operator to attach the certification statement(s)to the SWPPP that is maintained at the site. Any new or additional contractors hired to implement the SWPPP after the start of construction must also sign the certification statement. "I hereby certify that I understand and agree to comply with the terms and conditions of the SWPPP and agree to implement any corrective actions identified by the qualified inspector during a site inspection. I also understand that the owner or operator must comply with the terms and conditions of the most current version of the New York State Pollutant Discharge Elimination System("SPDES")general permit for stone water discharges from construction activities and that it is unlawful for any person to cause or contribute to a violation of water quality standards. Furthermore, I understand that certifying false, incorrect or inaccurate information is a violation of the referenced permit and the laws of the State of New York and could subject me to criminal, civil and/or administrative proceedings." General Contractor Sign Name: Title: Date: Onsite Trained Contractor responsible for SWPPP Implementation(if different from above) Sign Name: Title: Date: Company: Phone: Address: Specific portions of the SWPPP work to be performed by contactor. Sub-Contractor Sign Name: Title: Date: On-Site Trained Contractor responsible for SWPPP Implementation(if different from above) Sign Name: Title: Date: Company: Phone: Address: Specific portions of the SWPPP work to be performed by contactor. Project: Mill Creek Inn &Marina 5 of 6 November 15,2012 Sub-Contractor Sign Name: Title: Date: Onsite Trained Contractor responsible for SWPPP Implementation(if different from above) Sign Name: Title: Date: Company: Phone: Address: Specific portions of the SWPPP work to be performed by contactor. Sub�oatractor Sign Name: Title: Date: Onsite Trained Contractor responsible for SWPPP Implementation(if different from above) Sign Name: Title: Date: Company: Phone: Address: Specific portions of the SWPPP work to be performed by contactor. Sub-Contractor Sign Name: Title: Date: On-Site Trained Contractor responsible for SWPPP Implementation (if different from above) Sign Name: Title: Date: Company: Phone: Address: Specific portions of the SWPPP work to be performed by contactor. Project: Mill Creek Inn & Marina 6 of 6 PROJECT: MILL CREEK INN & MARINA DATE: NOVEMBER 14 2012 o DUNE ' J�ir • 0 Cb Marin 25 10 • • • ♦•' e Q� • ,• � . . a a SITE 10 11000, • Je .• ; s� 90 sr * to 3 � SH l 61 FIGURE 1 : USGS DIGITAL RASTER GRAPHIC QUADRANGLE SCALE:,•=i.OW_ PROJECT: MILL CREEK INN & MARINA DATE: NOVEMBER 14 2012 y- `,\ - 1 - / 1 1`f •.Vi:µ', a `.. 111.....•111 r • - o %• O MCI 1 , . '' " ' � •� `ti ,fit \11am 16 >I - i i -ir FIGURE 2: NYS DEPARTMENT OF TRANSPORTATION RASTER TOPOGRAPHIC QUADRANGLE SCALE:,•=,,cart -4 C' , , O I[ r IL- �, ,►ij;.l�i,c jw OWN I if r �• �,� gra �►���� t I � X43 a Schedule 1 — Construction Sequence Scheduling Type Activities Number Map start(Date)— Maintenance (Identify name of planned (Quantity) Symbols End(Date) Actions practices) Pre Mrin Pwt 0–Before Pre- Required preconstruction Construction meeting with the Town of n/a Na Prior to the start of n/a Actions Southold any work on the site. Install perimeter erosion and 1,400 L.F. See site Start:3/1/2013 Inspect every 7 days 1–Pre- sediment control and limit of plans End:4/1/2013 and make repairs as Construction disturbance fencing. Actions necessary. Install drywells, catch basins, 31 drywells See site Start:4/1/2013 Inspect every 7 days 2–Runoff& piping and grade drainage plans End:6/1/2013 and make repairs as Drainage Control reserve areas and drainage necessary. swales Fill low areas to sub-grade 4,890 CY dredge See site Start:4/1/2013 Inspect every 7 days 3–Grading elevation for installation of new spoils from boat plans End:8/1/2013 and make repairs as building and parking areas. basin necessary. Install erosion control including 30,000 s.f.+/- See site Start:2/1/2013 Inspect every 7 days 4–Erosion land grading,temporary Topsoil,seeding and plans End:4/1/2014 and make repairs as Control seeding,etc. native plantings necessary. Install sediment control 1,400 L.F. +/-sift See site Start:6/1/2013 Inspect every 7 days 5–Sediment including sift fence,drop inlet fence/hay bales plans End:7/1/2013 and make repairs as Control protection,temporary and 26 drop inlet necessary. permanent seeding,etc, protection devices 6–Maintenance, A certified inspector will visit the Inspect every 7 days Inspection&Plan site every 7 days or as required. n/a rile Start:3/111013 and make repairs as Update End:6/30/2014 necessary and update the SWPPP accordingly. 7–Finalize Install topsoil, landscaping,and Start:2/1/2013 Water landscaping as Grading& finalize subgrade. n/a nla End:4/1/2014 necessary. Landscaping Monitor erosion and sediment Start:3/1/2013 Inspect erosion and 8–Post control devices and monitor n/a n/a End:6/30/2014 sediment controls, Construction SW slope stabilization. drainage and steep Mgmt. slopes after a significant rain event and make repairs as necessary. MAILING ADDRESS: PLANNING BOARD MEMBERS DF sour P.O.Box 1179 DONALD J.WILCENSKI O�a y0l Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS G Q 54375 State Route 25 JAMES H.RICH III (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR �ij'COU,M'� Southold, NY 1111 Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 20, 2012 Ms. Nancy Steelman Samuels & Steelman Architects 25235 Main Road j Cutchogue, NY 11935 Re: SEQRA Determination: Site Plan for Mill Creek Inn & Marina Located at 64300 NYS Rt 25, ±424' west of Dolphin Drive, Greenport SCTM#1000-56-7-2 Zoning District: M-II Dear Ms. Steelman: The following resolution was adopted at a meeting of the Southold Town Planning Board on November 19, 2012: WHEREAS, this site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel and a proposed boat yard and 71 parking stalls on a 4.74 acre adjacent parcel (56-7-4.1) in the M-II Zoning District, Greenport; and WHEREAS, the applicant submitted an application for site plan review on March 6, 2012; and WHEREAS, at a Work Session held on April 9, 2012, the Planning Board accepted the application for review; and WHEREAS, on April 16, 2012, the Southold Town Planning Board, pursuant to 6 NYCRR Part 617, Section 617.7 of the State Environmental Quality Review Act (SEQRA), initiated the SEQRA lead agency coordination process for this Unlisted Action; and WHEREAS, on October 22, 2012, the Planning Board declared Lead Agency status for the SEQRA review of this unlisted action; and i I Mill Creek Inn & Marina Page Two November 20, 2012 WHEREAS, the Planning Board performed a coordinated review of this Unlisted Action pursuant to SEQRA; and WHEREAS, the Planning Board, to mitigate the potential adverse effects to groundwater quality, is requiring that the applicant pump-out the sanitary system bi- annually- once in May and once in October, to reduce the amount of wastewater in the system; therefore, be it RESOLVED, that the Southold Town Planning Board, pursuant to SEQRA, hereby makes a determination of non-significance for the proposed action and grants a Negative Declaration. A copy of the Negative Declaration is enclosed for your records. If you have any questions regarding the above, please contact this office. Very truly yours, I Donald J. Wilcenski Chairman Encl. I 4 I • • MAILING ADDRESS: PLANNING BOARD MEMBERS P.O.Box 1179 DONALD J.WILCENSKI ��Of SO(/j�,o Southold,NY 11971 Chair ,fir, .IL OFFICE LOCATION: WILLIAM J.CREMERS T T Town Hall Annex KENNETH L.EDWARDS G Q 54375 State Route 25 JAMES H.RICH III .'�O �KS (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR Comm Southold, NY 11,1 Telephone: 631765-1938 Fax:631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significant November 19, 2012 This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 7 (State Environmental Quality Review Act) of the Environmental Law. The Southold Town Planning Board, as lead agency, has determined that the proposed action described below will not have a significant effect on the environment and a Draft Environmental Impact Statement will not be prepared. Name of Action: Proposed Site Plan for Mill Creek Inn Marina SCTM#: SCTM#1000-56-7-2 Zone: M-11 Location: 825 NYS Rt. 25, Greenport SEAR Status: Type I ( ) Unlisted (X) Conditioned Negative Declaration: Yes ( ) No (X) Description of Action: This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel and a proposed boat yard and 71 parking stalls on a 4.74 acre adjacent parcel (56-7-4.1) in the M-II Zoning District, Greenport. I Reasons Supporting This Determination: An Environmental Assessment Form has been submitted and reviewed. The determination was based upon the following: SEQRA— Mill Creek Inn & Marina Page Two November 19, 2012 Impact On Land The proposed action proposes the grading or stripping which affects more than 1 acre of ground surface and therefore the application requires a Stormwater Pollution Prevention Plan pursuant to §236-10. Activities requiring drainage control permit. Soils on site consist of FD (filled land). Historically, the parcel was a brick manufacturing yard and dredged material deposit area. Freshwater wetlands occur to the east of the parcel. Marine wetlands occur on the parcel. i Soil borings indicate that groundwater levels are greater than 6.5 feet. The depth to groundwater is sufficient to meet the 3' separation distance required for sanitary systems per Suffolk County Department of Health standards. The distance from the sanitary system to the surface water is proposed at the greatest practicable due to lot configuration. Impact of Water 2.1. Water Supply The site will be served by public water. 2.2. Sanitary Disposal Sanitary disposal will be managed by on-site underground sewage leaching systems. In 1978, the Long Island Regional Planning Board published the Long Island Comprehensive Waste Treatment Management Plan (208 Study). The 208 Study identified eight (8) hydrogeologic zones in Nassau and Suffolk Counties. These zones were distinguished based upon differences in underlying groundwater flow patterns and water quality. The subject site is located within SCDHS Groundwater Management Zone IV, which according to Article VI of the Suffolk County Sanitary Code, has an allowable flow of 600 gallons per day (gpd) per acre in areas served by public water. The sanitary design flow is computed using SCDHS manual Standards for Approval of Plans and Construction for Sewage Disposal Systems for Other Than Single Family Residences. The manual establishes the design flow as follows: Staff spoke to the SCDOH reviewer on October 17, 2012. An alternative sanitary system is proposed due to very low permeable soils. The SCDOH standards indicate that 10 gpd is needed for each boat slip (exclusive of the restaurant use) in addition to 5 gpd grey water (to account for the dock masters building facilities), 10 gpd in addition to 20 gpd kitchen water per seat in the restaurant. SEQRA— Mill Creek Inn & Marina Page Three November 19, 2012 Total buildable acreage of 1.65 acres x 600 apd = 990 apd allowable sanitary flow on the parcel Total proposed flow = 180 seats x 10apd = 1800apd 50 slips x 10apd = 500apd Total parcel calculated flow = 990 and Total flow reauired = 2300 apd The sanitary flow is deficient by 1,310 gpd. Therefore, the proposed application would NOT conform with Article VI of the Suffolk County Sanitary Code and would be expected to adversely affect groundwater quality. A SCDOH Board of Review assessment is required. To mitigate the potential adverse affects to groundwater quality the Planning Board is requiring that the applicant pump-out the sanitary system bi-annually- once in May and once in October to reduce the amount of wastewater in the system. 2.3. Ground or Surface Water Quality or Quantity As indicated above, the action requires a NYSDEC SWPPP. The on-site drainage proposed will capture storm water and prevent it from entering surface waters. Subsurface drainage will be provided. A SCDOH approved subsurface sanitary system will be installed to capture and treat wastewater form the restaurant. Bathroom facilities are located in the dock master's building, however, the NYSDEC is requiring that wastewater be pumped to the existing sanitary system south of State Route 25. 2.4. Flooding The proposed improvements are located within FEMA Flood Zone X, areas identified as areas determined to be outside of the 0.2% annual chance floodplain. An area of AE occurs in the south of the parcel. No improvements other than dock structures are proposed within the AE flood zone, therefore the potential impacts from threat of flooding to structures is low. Impact on Air No substantial adverse change in existing air quality is expected to occur. Impact on Plants and Animals The parcel is not located within a New York State Department of Environmental Conservation Critical Environmental Area or a New York State Department of State Significant Fish and Wildlife Habitat Area. i SEQRA— Mill Creek Inn & Marina Page Four November 19, 2012 The majority of the site is improved with buildings and boat basin (marina use) and, therefore, the presence of rare or threatened plants or animals have been identified as occurring on site. No rare or threatened plants or animals have been recorded on-site or within the vicinity of the site. No significant removal or destruction of large quantities of vegetation will occur. Correspondingly, no substantial interference with the movement of any resident or migratory fish or wildlife species nor impacts on a significant habitat area are expected to occur. Impact on Agricultural Land Resources The parcel is currently not used for agriculture and therefore no adverse impacts (loss of agricultural lands) will occur. Impact on Aesthetic Resources The parcel is located south of a designated New York State Scenic Byway (S.R. 25) an important view shed as identified by the community. The existing restaurant building interrupts the view shed from S.R. 25. The proposed structures (marina/dockmaster building) and temporary, seasonal boat storage are indicative of the marina use and will not further substantially impact aesthetic resources. Impact on Historical and Archeological Resources The New York Department of State GIS- Public Access map was referenced for occurrence of archeo-sensitive areas on site. The area is included and identified as an archeo-sensitive site. The area is filled land (filled in the past with mostly soil and bricks) and the occurrence of significant historical or archaeological resources is low. Impact on Open Space and Recreation No impacts to public open space or recreational areas will occur as a result of this action. Impact on Critical Areas The proposed action is not located within a New York Department of Environmental Conservation Critical Environmental Area. Impact on Transportation The LEAF indicates that the generation of traffic would result in significant generation above present levels. The form states that upon completion of the project a total of 10 vehicular trips per hour will be generated. Therefore, potential impacts to traffic SEQRA— Mill Creek Inn & Marina Page Five November 19, 2012 (generation and flow) resulting from the proposed use is expected to be moderate. The New York State Department of Transportation (NYSDOT) is requiring that the applicant up-grade the curb-cut through the issuance of a New York State Highway Work Permit. A letter from the NYSDOT requesting additional information was submitted to the applicant on October 4 2012. Impact of Eneray No major change in the use of either the quantity or type of energy is expected to occur. Noise and Odor Imoact No substantial change in noise or odor is expected to occur. Impact on Public Health No creation of a hazard to human health is expected to occur. No substantial increase in solid waste production, leaching or drainage problems expected to occur if the proposed action is implemented as planned. Impact on Growth Character of Community or Neighborhood The proposed action is not in a significant material conflict with a community's current plans or goals as officially approved or adopted. The project supports the Town's Local Waterfront Revitalization Program policies: 10.1 (a) Protect existing water-dependent uses. The historic use of the parcel is a marina use and the use is proposed to be continued. (b) Improve the economic viability of water-dependent uses by allowing for non-water dependent accessory and multiple uses, particularly water enhanced and maritime support services where sufficient upland exists. The proposed action includes non-water dependent multiple uses to improve the viability of the project. Based upon such, no significant adverse impacts to the environment are expected to occur should the project be implemented as planned. SEQRA — Mill Creek Inn & Marina Page Six November 19, 2012 For Further Information: Contact Person: Mark Terry, Principal Planner Address: Planning Board Telephone Number: (631) 765-1938 cc: Southold Town Clerk for Town Board Suffolk County Dept. of Health Services New York State Department of Suffolk County Planning Commission Transportation Suffolk County Water Authority Southold Town Board of Trustees Southold Town Engineer Southold Town Building Department i II .S%VF+QJ/( ttL SCOTT A. RUSSELL sV O JAMES A. RICHTER, R.A. /)?T SUPERVISOR MICHAEL M. COLLINS, P.E.-Bel- TOWN HALL - 53095 MAIN 60 TOWN OF SOUTHOLD,NEW ORKn1 971 Tel. u.( 631)-765-9015 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD October 24, 2012 Donald J. Wilcenski Chairman - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re: Mill Creek Inn NOV - 7 202 64300 NY State Route 25 SCTM #: 1000-59-07-02 Dear Mr. Wilcenski: As per a request from your office, I have reviewed the Storm Water Pollution Prevention Plan and Notice of Intent(SW PPP& NOI)for the above referenced Site Plan. The SWPPP & NOI has been prepared by the office of John Condon, Condon Engineering, P.C. and dated 10/12/12. Please consider the following: NOTICE OF INTENT 1. Item# 10- Page 4 of 10 has not been completed. 2. Item # 26 - Page 7 of 10 Indicates that a Turbidity Curtain will be used as an erosion & sediment control practice employed by this project. The location of this item must be indicated on the Site Plan and Details must be provided. 3. Item #31a - Page 9 of 10 has been filled in. The NOI then goes on to provide overbank flood control criteria. If you provide Pre & Post Development criteria you must provide the back up calculations that develop these numbers. If these criteria are not required, do not show the data. See item# 31 b. 4. Item # 32 & 33 - Page 9 of 10 indicates the percent of impervious area both Pre & Post Construction. The calculations for establishing these percentages should be included on sheet# 1 of the SW PPP Drawings. Calculations should show square foot quantities of the total drainage area, all existing impervious surfaces and all new impervious surfaces as proposed. Page 1 of 2 Donald J. Wilcenski, Chairman - Planning Board October 24, 2012 Re: Mill Creek Inn 64300 NY State Route 25 SCTM#: 1000— 59—07—02 Page 2 of 2 SWPPP Narrative Report 5. Page 1 of 6. Please verify the total area of site disturbance. Does it include the underwater land that will be dredged? Coordinate this question with Item #4 above. 6. Page 2 of 6. Please provide all calculations necessary to back up the findings listed in the Pre & Post Development Conditions. 7. Page 3 of 6. The pollution prevention measures did not provide for concrete wash-out areas. This item should be detailed, located on the plan and indicated by the Narrative. 8. Page 3 of 6. Qualified Inspections have been indicated for once every 7 days and immediately after every rainfall event greater than one half (1/2") inch. The latter is not required by the construction permit but these inspections must be made if this requirement is left in the narrative of the SWPPP as written. All of the above referenced items should be amended as needed and resubmitted for Town approval prior to the completion of a SWPPP Acceptance Form. If you have any questions regarding this SWPPP review, please contact my office. nc elyii,�— a es A. Richter, R.A. 25235 Main Road, Cutchogue NY 11935 Samuels & Steelman (631) 734 6405 Architects Fax (631) 734 6407 To: Mr. Brian Cummings From: Nancy Steelman Address:Planning Department Date: October 24, 2012 Town of Southold CC: Town Hall Annex Re: Mill Creek Inn and Marina ❑ Urgent x For Review ❑ Please Comment ❑ Please Reply As requested we are submitting the Sanitary Design Drawings as submitted to the Suffolk County Dept. of Health Board of Review. The drawings have been prepared by Condon Engineering, P.C. Please call if you have any questions. Nancy Steelman OCT 2 5 2012 • MAILING ADDRESS: PLANNING BOARD MEMBERS P.O.Box 1179 DONALD J.WILCENSKI ��OF SOpj�o Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS 411 Town Hall Annex KENNETH L.EDWARDS A Q 54375 State Route 25 JAMES H.RICH III IRS (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR �OOUNT'1, Southold, NY � �� Telephone:631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 23, 2012 Ms. Nancy Steelman c/o Samuels & Steelman 25235 Main Road Cutchogue, NY 11935 Re: SEQRA Determination: Site Plan for Mill Creek Inn & Marina Located at 64300 NYS Rt. 25, 424'west of Dolphin Drive, Greenport SCTM#1000-56-7-2 Zoning District: Marine-11 (M-11) Dear Ms. Steelman: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, October 22, 2012: WHEREAS,this site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel and a proposed boat yard and 71 parking stalls on a 4.74 acre adjacent parcel (56.-7-4.1) in the M-11 Zoning District, Greenport; and WHEREAS, the applicant submitted an application for site plan review on March 6, 2012; and WHEREAS, at a Work Session held on April 9, 2012, the Planning Board accepted the application for review; and WHEREAS, on September 20, 2012, the Southold Town Planning Board, pursuant to §617.6 of the Environmental Conservation Law acting under the State Environmental Quality Review Act, initiated the SEQR lead agency coordination process for this Unlisted Action; therefore, be it RESOLVED, that the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act§617.6, establishes itself as lead agency for this Unlisted Action. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Wilcenski Chairman 0 0 6LIa James F. King, President �oF sooty Town Hall Annex flo O Bob Ghosio,Jr.,Vice-President ,�O l 54375 Main Road to P.O.Box 1179 / Dave Bergen Southold,New York 11971-0959 --x/l John Bredemeyer CA G Michael J. Domino 'i �O Telephone(631) 765-1892 O/�COUN Fax(631) 765-6641 ' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: Donald J. Wilcenski, Planning Board Chair Planning Board FROM: Southold Town Board of Trustees OCT 15 2012 DATE: October 15, 2012 RE: Site Plan for Mill Creek Inn & Marina SCTM# 1000-56-7-2 64300 NYS Rt. 25, Greenport The Board of Trustees reviewed the proposed site plan last dated September 17, 2012 and would like to submit the following comments: The addition of a fixed pump-out station for all vessels harbored in the marina. Pump-out station requirements for offsite disposal of wastes due to the chemicals used in vessels so that biological activity and functioning of on-site sanitary systems and cesspools are not damaged. The use of untreated/composite lumber on all decking of the docks, ramps, and floats. That the applicant adheres to all of the Town Codes that pertain to the proposed project. Concerns about using oil & bluestone material within the driveway area located at the North end of the property. The new proposed retaining wall along Route 25 should get a full drainage review by the Town Engineer. The "new" wetlands on the site is likely exempt as "man-made" under Chapter 275 as entire area was mined for clay to make bricks. The Board of Trustees appreciates the opportunity to review the above mentioned application. 25235 Main Road, Cutchogue NY 11935 Samuels & Steelman (631) 734 6405 Architects Fax (631) 734 6407 TRANffvTrM To: Mr. Brian Cummings From: Nancy Steelman Address:Planning Department Date: October 11, 2012 Town of Southold CC: Town Hall Annex Re: Mill Creek Inn and Marina ❑ Urgent x For Review ❑ Please Comment ❑ Please Reply 1. As requested in your email dated, October 10, 2012 we have revised the Long Form Environmental Assessment Form to include the improvements to the adjacent eastern parcel. Please call if you have any questions. OCT Nancy Steelman 1 2 2012 617.20 Appendix A State Environmental Quality Review FULL ENVIRONMENTAL ASSESSMENT FORM Purpose: The full EAF is designed to help applicants and agencies determine, in an orderly manner, whether a project or action may be significant. The question of whether an action may be significant is not always easy to answer. Frequently, there are aspects of a project that are subjective or unmeasurable. It is also understood that those who determine significance may have little or no formal knowledge of the environment or may not be technically expert in environmental analysis. In addition, many who have knowledge in one particular area may not be aware of the broader concerns affecting the question of significance. The full EAF is intended to provide a method whereby applicants and agencies can be assured that the determination process has been orderly, comprehensive in nature, yet flexible enough to allow introduction of information to fit a project or action. Full EAF Components: The full EAF is comprised of three parts: Part 1: Provides objective data and information about a given project and its site. By identifying basic project data, it assists a reviewer in the analysis that takes place in Parts 2 and 3. Part 2: Focuses on identifying the range of possible impacts that may occur from a project or action. It provides guidance as to whether an impact is likely to be considered small to moderate or whether it is a potentially-large impact. The form also identifies whether an impact can be mitigated or reduced. Part 3: If any impact in Part 2 is identified as potentially-large, then Part 3 is used to evaluate whether or not the impact is actually important. DETERMINATION OF SIGNIFICANCE -- Type 1 and Unlisted Actions Identify the Portions of EAF completed for this project: ❑ Part 1 ❑ Part 2 ❑ Part 3 Upon review of the information recorded on this EAF (Parts 1 and 2 and 3 if appropriate), and any other supporting information, and considering both the magnitude and importance of each impact, it is reasonably determined by the lead agency that: ❑ A. The project will not result in any large and important impact(s) and, therefore, is one which will not have a significant impact on the environment, therefore a negative declaration will be prepared. ❑ B. Although the project could have a significant effect on the environment, there will not be a significant effect for this Unlisted Action because the mitigation measures described in PART 3 have been required, therefore a CONDITIONED negative declaration will be prepared.* ❑ C. The project may result in one or more large and important impacts that may have a significant impact on the environment, therefore a positive declaration will be prepared. *A Conditioned Negative Declaration is only valid for Unlisted Actions OCT 12 2Q12 Name of Action Name of Lead Agency Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer (if different from responsible officer) Date PART 1--PROJECT INFORMATION Prepared by Project Sponsor NOTICE: This document is designed to assist in determining whether the action proposed may have a significant effect on the environment. Please complete the entire form, Parts A through E. Answers to these questions will be considered as part of the application for approval and may be subject to further verification and public review. Provide any additional information you believe will be needed to complete Parts 2 and 3. It is expected that completion of the full EAF will be dependent on information currently available and will not involve new studies, research or investigation. If information requiring such additional work is unavailable, so indicate and specify each instance. Mill Creek Inn & Marina ocation of Action (include Street Address, umcipa R9 9nd County) 64300 Route 25 Greenport, NY 11944 Name of Applicant/Sponsor business I a ep one Mill Creek Partners, LLC (631734-5217 ess P.O. Box 326 ity tate Zip Code Cutchogue NY 11935 Name of Owner(itdifferent) usiness leiepnone Same ( ass L rtY tate Lip Coos ascription of Action Renovation to an existin Restaurant & Marina with new Marina/Dock Master Building/ new parking areas and site drainage. Please Complete Each Question--Indicate N.A. if not applicable A. SITE DESCRIPTION Physical setting of overall project, both developed and undeveloped areas. 1. Present land use: D Urban 71 Industrial Lit Commercial D Residential(suburban) D Rural(non-farm) D Forest D Agriculture L7tOther Marina 2. Total acreage of project area: 4 . 08 acres. APPROXIMATE ACREAGE PRESENTLY AFTER COMPLETION Meadow or Brushland (Non-agricultural) 0 . 8 acres 0 acres Forested 0 acres 0 acres Agricultural (Includes orchards, cropland, pasture, etc.) 0 acres 0 acres Wetland(Freshwater or tidal as per Articles 24,25 of ECL) acres acres Water Surface Area 1 .32 acres 1 . 32 acres Unvegetated (Rock, earth or fill) - 19 acres . 14 acres Roads, buildings and other paved surfaces • 81 acres 1 . 38 acres Other (Indicate type) Vegetated . 62 acres 0 . 8 acres 3. What is predominant soil typels) on project site? Mixed sand - clayey sand a. Soil drainage: D Well drained % of site L$Moderately well drained 100 % of site D Poorly drained % of site b. If any agricultural land is involved, how many acres of soil are classified within soil group 1 through 4 of the NYS Land Classification System? - acres (See 1 NYCRR 370). • • 4. Are there bedrock outcroppings on project site? ❑ Yes LTLNo a. What is depth to bedrock? - (in feet) 5. Approximate percentage of proposed project site with slopes: ® 0-10% 90 . 5% 0 10-15% % IN 15% or greater 9 . 5 % 6. Is project substantially contiguous to, or contain a building, site, or district, listed on the State or the National Registers of Historic Places? 0 Yes 9 No 7. Is project substantially contiguous to a site listed on the Register of National Natural Landmarks? 0 Yes IXNo 8. What is the depth of the water table? 6 . 5 (in feet) 9. Is site located over a primary, principal, or sole source aquifer? [iCYes 0 No 10. Do hunting, fishing or shell fishing opportunities presently exist in the project area? ❑ Yes 12CNo 11. Does project site contain any species of plant or animal life that is identified as threatened or endangered? 0 Yes LXNo According to Identify each species 12. Are there any unique or unusual land forms on the project site?(i.e., cliffs, dunes, other geological formations) ❑ Yes f3 No Describe 13. Is the project site presently used by the community or neighborhood as an open space or recreation area? OCYes ❑ No If yes, explain Existing Marina 14. Does the present site include scenic views known to be important to the community? ❑ Yes IXNo 15. Streams within or contiguous to project area: none a. Name of Stream and name of River to which it is tributary 16. Lakes, ponds, wetland areas within or contiguous to project area: a. Name Southold Bay b. Size (In acres) - 17. Is the site served by existing public utilities? [XYes ❑ No a) If Yes, does sufficient capacity exist to allow connection? C$Yes 0 No b) If Yes, will improvements be necessary to allow connection? 0 Yes N No 18. Is the site located in an agricultural district certified pursuant to Agriculture and Markets Law, Article 25-AA, Section 303 and 304? ❑ Yes IXNo 19. Is the site located in or substantially contiguous to a Critical Environmental Area designated pursuant to Article 8 of the ECL, and 6 NYCRR 617? ❑ Yes IXNo 20. Has the site ever been used for the disposal of solid or hazardous wastes? 0 Yes IXNo B. Project Description 1. Physical dimensions and scale of project (fill in dimensions as appropriate) a. Total contiguous acreage owned or controlled by project sponsor 7 • 72 acres. b. Project acreage to be developed: . 8l acres initially; 1 • 32 acres ultimately. c. Project acreage to remain undeveloped 6 . 07 acres. d. Length of project, in miles: - (if appropriate). e. If the project is an expansion, indicate percent of expansion proposed 2 %. f. Number of off-street parking spaces existing 47 ; proposed 124 g. Maximum vehicular trips generated per hour 10 (upon completion of project). h. If residential, Number and type of housing units: One Family Two Family Multiple Family Condominium Initially Ultimately i. Dimensions lin feet) of largest proposed structure height; width; length. j. Linear feet of frontage along a public thoroughfare project will occupy is? ft. 2. How much natural material (i.e., rock, earth, etc.)will be removed from the site? 0 tons/cubic yards. 3. Will disturbed areas be reclaimed? 0 Yes 0 No Cf N/A a. If yes, for what intended purpose is the site being reclaimed? b. Will topsoil be stockpiled for reclamation? 0 Yes 0 No c. Will upper subsoil be stockpiled for reclamation? 0 Yes 0 No 4. How many acres of vegetation (trees, shrubs, ground covers) will be removed from site? 0 . 54 acres. 5. Will any mature forest (over 100 years old) or other locally-important vegetation be removed by this project? 0 Yes IXNo 6. If single phase project: Anticipated period of construction lyr months, (including demolition). 7. If multi-phased: a. Total number of phases anticipated (number). b. Anticipated date of commencement phase 1 month year,(including demolition). c. Approximate completion date of final phase month year. d. Is phase 1 functionally dependent on subsequent phases? 0 Yes 0 No 8. Will blasting occur during construction? 0 Yes Cr-No 9. Number of jobs generated: during construction? 15 ; after project is complete? 25 10. Number of jobs eliminated by this project? 0 11. Will project require relocation of any projects or facilities? 0 Yes 12CNo If yes, explain 12. Is surface liquid waste disposal involved? 0 Yes EXNo a. If yes, indicate type of waste (sewage, industrial, etc.) and amount b. Name of water body into which effluent will be discharged 13. Is subsurface liquid waste disposal involved? CcYes 0 No Type Sanitary 14. Will surface area of an existing water body increase or decrease by proposal? 0 Yes 25 No Explain 15. Is project, or any portion of project, located in a 100 year flood plain? 25 Yes 0 No 16. Will the project generate solid waste? EY-Yes 0 No a. If yes, what is the amount per month? 20 +/-tons. b. If yes, will an existing solid waste facility be used? LF Yes 0 No c. If yes, give name Southold ; location Southold, NY d. Will any wastes not go into a sewage disposal system or into a sanitary landfill? I$Yes 0 No e. If Yes, explain glass, metal, cardboard to be recycled 17. Will the project involve the disposal of solid waste? 0 Yes 0 No a. If yes, what is the anticipated rate of disposal? tons/month. b. If yes, what is the anticipated site life? years. 18. Will project use herbicides or pesticides? 0 Yes 13'CNo 19. Will project routinely produce odors (more than one hour per day)? I$Yes 0 No 20. Will project produce operating noise exceeding the local ambient noise levels? 0 Yes IXNo 21. Will project result in an increase in energy use? 0 Yes IN No If yes, indicate type(s) 22. If water supply is from wells, indicate pumping capacity - gallons/minute. 23. Total anticipated water usage per day - gallons/day. 24. Does project involve Local, State or Federal funding? 0 Yes CSF No If yes, explain 25. Approvals Required: Type Submittal Date City, Town, Village Board C Yes Lr-No City, Town, Village Planning Board C3tYes 0 No Site Plan Appr. 3/12/12 City, Town Zoning Board C3tYes C No Variance 3/16/12 City, County Health Department 9Yes 0 No Wastewater mngmt 3/16/12 Other Local Agencies L2cYes C No Trustees TBD Other Regional Agencies 0 Yes CXNo State Agencies C3tYes 0 No NYS DOT & DEC TBD Federal Agencies 0 Yes L�[No C. ZONING and PLANNING INFORMATION 1. Does proposed action involve a planning or zoning decision? IXYes 0 No If Yes, indicate decision required: 0 zoning amendment 9 zoning variance 0 special use permit 0 subdivision IN site plan C new/revision of master plan 0 resource management plan 0 other 2. What is the zoning classifications) of the site? M-2 3. What is the maximum potential development of the site if developed as permitted by the present zoning? 20% 4. What is the proposed zoning of the site? N/A 5. What is the maximum potential development of the site if developed as permitted by the proposed zoning? N/A 6. Is the proposed action consistent with the recommended uses in adopted local land use plans? 17�[Yes ❑ No 7. What are the predominant land use(s) and zoning classifications within a 1/4 mile radius of proposed action? Marina, Restaurant, Residential 8. Is the proposed action compatible with adjoining/surrounding land uses within a 1/4 mile? IXYes 0 No 9. If the proposed action is the subdivision of land, how many lots are proposed? N/A a. What is the minimum lot size proposed? 10. Will proposed action require any authorizations) for the formation of sewer or water districts? 0 Yes ZI No 11. Will the proposed action create a demand for any community provided services (recreation, education, police, fire protection)? IN Yes 0 No a. If yes, is existing capacity sufficient to handle projected demand? PS Yes C No 12. Will the proposed action result in the generation of traffic significantly above present levels? [KYes 0 No a. If yes, is the existing road network adequate to handle the additional traffic? IX Yes 0 No D. Informational Details Attach any additional information as may be needed to clarify your project. If there are, or may be, any adverse impacts associated with your proposal, please discuss such impacts and the measures which you propose to mitigate or avoid them. E. Verification I certify thip the inform ion provided above is true to the best of my knowledge. Applicant/Spo or ame Date Signature Title If the action is/in the Co tal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment. 0 �3 � � µlC October 9, 2012 Southold Town Planning Board Southold,New York 11971 OCT 1 1 2012 RE; MILL CREEK PARTNERS, LLC LOCATED; 64300 Route 25 west of Dolphin Drive, Greenport SCTM#1000-56-7-2 ZBA#6575 To the attention: Mr. Donald J Wilcenski and the Members of the Planning Board Dear Members: I would like to voice my concerns regarding the building of the Millcreek by the previous owner Principi and the current owners. When Mr. Principi first requested his permit to build it did not include entertainment space on the second floor. That area was to be built for storage. It also did not include going off the original footprint and extending the east side of the building. There may have not been permission from the State to put up the concrete wall which is on their road jurisdiction. To think that they intend to build a Caretaker, or Watchman house and Showers for their Marine Traffic is absurd. This will greatly increase the Septic use which is already not adequate. It is too close to the Bay. It also needs more Septic credits for the increases in property use now proposed on this limited piece of land. It appears that the boats will now be docked right behind the building. The rear of the building extends far too close to the water now. The sepic system is now inadequate for all the requested changes. I do not remember the old buildings rear having the water so close. The Wetlands in question cannot be disturbed, as they deal with underground springs, and streams which go directly to the Bay in a rainy season. The increased Boat Marina, together with full use of 2 floors will indeed be no asset to our water quality in the Bay. I do understand the Waterfront Restoration project, but if it destroys the ecology of the water, you will defeat its purpose. We will be loosing our best asset. This project has become a monstrosity for the area. We have already destroyed much of our Wetlands and caused flooding to where homes are being effected. Someone must take responsibility for these decisions, as the homeowner should and will not bear the burden. We have a qualified staff in the Town to make correct and non- partisan decisions. We do have a Environmentalist employed in Southold Town and I am sure he recognizes the hazards we are imposing on the area with this expanded project. When purchasing a piece of property you must be fully aware of its limits and respect them. Southold Shores has suffered greatly in the past, due to very bad decisions and the blatant arrogance of some property owners. Clearing of trees will increase the flooding in the area and leaks from cars and boats will further destroy this ecosystem if the parking is put on or too close to Wetlands. Please give these matters much thought. I appreciate the opportunity to express my thoughts and concerns for a project which has gotten out of hand. Eileen you, Mrs. Schiavetta PO Box 714 Southold,NY 11971 477-6202 , « G-7.-ki, k141 STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION STATE OFFICE BUILDING 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, N.Y. 11788-5518 SUBIMAL CHAKRABORTI, P.E. JOAN MCDONALD REGIONAL DIRECTOR COMMISSIONER October 4, 2012 Mr. John J. Condon, P.E. OCT — 9 ZQ Condon Engineering, P. C. 1755 Sigsbee Road Mattituck, NY 11952 Your August 15, 2012 Submission Mill Creek Inn and Marina NY 25, Southold SCTM#1000-05600-0700-002000 Our Case No. 12-29144P Dear Mr. Condon: This is in regard to the site plans for the referenced project which were submitted to us for review. Prior to an approval of the site work and issuance of a New York State Highway Work Permit, the following items must be addressed: 1. Curb termination details shall be provided in accordance with current NYSDOT standards. 2. Proposed grades shall be provided along the new curb line. 3. Our project, OT2477, has been assigned a PIN number. Please revise note 13 or. Sheet C-1 to read "All work will be coordinated with our Capital Project planned for this area, PIN 004237"NY 25 Tucker Lane to End of NY 25 Thin Course Overlay". 4. As we stated in our prior letter this section of existing roadway is a composite pavement with asphalt shoulders. Please include the current NYSDOT Calcium Chloride Concrete Pavement Repair Details so the contractor is aware of the repair requirements should their work damage any existing concrete pavement. 5. Please add a note to the plans stating "If any damage to the existing concrete pavement occurs, the contractor shall replace the existing concrete pavement to the longitudinal joint per the current NYSDOT Calcium Chloride Pavement Repair Details at no cost to the State. " Mr.John J.Condon,P.E. October 4,2012 Page 2 of 3 6. On Sheet C-3: a. Please revise the binder thickness to be two and one half inches (21/z"). b. We recommend that the plans show that the proposed asphalt shoulder reconstruction shall be taken to the existing longitudinal joint of the composite pavement. 7. Pedestrian accommodation on site should be included in the Work Zone Traffic Control Plan. 8. Please clearly show the distance between the stone veneer wall and the property line. Site plan approval for highway work permit issuance is contingent upon our receipt of all of the following items within six (6) months of the date of this letter, no further revisions are made to the plans and the Town of Southold has issued site pian approval. A copy of the Town's site plan approval should be provided to us. If the Highway Work Permit will be secured by anyone other than the property owner, i.e. contractor, the applicant must provide a signed letter from the property owner stating the applicant is authorized to act on behalf of the property owner in this matter. The letter must also include the property owner's mailing address and telephone number. Kindly submit three (3) sets of the revised plans along with a response letter indicating how the above comments are addressed, item by item. Permit fee, Protective Liability Insurance and Surety Bond (Perm 44e) requirements are listed below. A Highway Work Permit Application (Perm 33) and an Inspection and/or Supervision Payment Agreement (Perm 50) shall be completed, signed and returned to us. The Perm 33, Perm 50, completed Perm 17 (not applicable if the fee option is chosen) and the Surety Bond must be secured by the same party. All referenced forms may be accessed and downloaded from our website at www.dot.nv.eov. On the NYSDOT A-Z Site Index select "H" and then select Highway Work Permits. All checks issued to the State of New York must show a Federal Identification Number. Permit Fee (Payable to "State of New York"): $200.00 Bond Amount:$10,000.00 Insurance Fee:$150.00 or Perm 17 Questions concerning this matter should be directed to Mr. Mark Wolfgang at (631) 952-7973. Please send all correspondence to his attention. Kindly refer to the subject case number and County tax map number in all correspondence. Thank you for your cooperation concerning this matter. Mr.John J. Condon,P.E. . • October 4,2012 Page 3 of 3 Very truly yours, U17''11 SIGNED BY SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety cc: r. Peter Harris, Superintendent of Highways, Town of Southold Mr. Donald J. Wilcenski, Planning Board Chairperson, Town of Southold SAS:MDW:mm -Cumminclis, Brian A. From: Fisher, Robert Sent: Tuesday, September 25, 2012 3:08 PM To: Cummings, Brian A. Subject: Mill Creek 56-7-2 Attachments: Turnaround.docx Brian The driveway needs to support a minimum of 75,000 pounds. The driveway needs to be a minimum of 20 feet wide. The turnaround at the end of the driveway needs to be larger. See attached sheet from Fire Code . If and questions contact me. Bob Robert Fisher Fire Inspector robe rt.fisher@town.so uthold.nv.us (631)765-1802 0 20'-- 2 6' 0'26' R 26, _�p TYR' 26' 20 20' S6' DIAMETER 80"Y" MINIMUM CLEARANCE CUL-DE-SAC AROUND A FIRE HYDRANT 281" R -� TYP.' 28' R C26' "-� �_ 70' TYR, 20'.-- 20' 12V HAMMERHEAD ACCEPTABLE ALTERNATIVE TO 120' HAMMERHEAD TABLE D103.4 REQUIREMENTS FOR DEAD-END FIRE APPARATUS ACCESS ROADS LENGTH (feet) WIDTH (feet)TURNAROUNDS REQUIRED 0-150 20 None required 151-500 20 120-foot Hammerhead, 60-foot "Y" or 96-foot- diameter cul-de-sac in accordance with Figure D103.1 501-750 26 120-foot Hammerhead, 60-foot "Y" or 96-foot- diameter cul-de-sac in accordance with Figure D103.1 Over 750 Special approval required Cummin s, Brian A. From: Richter,Jamie Sent: Monday, September 24, 2012 2:41 PM To: Cummings, Brian A. Cc: Collins, Michael; Lanza, Heather;Terry, Mark Subject: Mill Creek Inn - SWPPP Brian As per our meeting today, the Mill Creek Inn Site plan provided by the applicant is not a complete SWPPP. At this time, I would recommend that you contact Nancy Steelman and request a meeting with Michael & myself. We will be glad to review and explain the additional data that is required for a DEC SWPPP. As you know, the Storm Water Program is still developing here in the Town of Southold. Michael and I will attempt to expedite and streamline any project we can. However, we can not approve a plan that does not meet all the requirements of the Construction Permit. Thank you. Jamie James A. Richter Office of the Engineer SEP 2 5 2012 Town of Southold, New York Jamie.richter(cDtown.southold.nv.us Office: 631-765-1560 Cell: 631-926-9430 CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged information. It is solely for the use of the intended recipient(s). Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication. 1 25235 Main Road, Cutchogue NY 11935 Samuels & Steelman (631) 734 6405 Architects Fax (631) 734 6407 To: Brian Cummings From: Nancy Steelman Address:Planning Department Date: Oct. 3, 2012 Town of Southold Annex CC: Re: Mill Creek Inn and Marina ❑ Urgent x For Review ❑ Please Comment ❑ Please Reply 1. Copy of Town of Southold ZBA Special Exception for the Restaurant Please call if you have any questions. Nancy Steelman OCT - 4 ?T? 0 BOARD MEMBERS ¢ Southold Town Hall ` S0 Leslie Kanes Weisman,Chairperson � V�� &-, 53095 Main Road • P.O.Box 1179 Southold,NY 11971-0959 James Dinizio,Jr. ,,�� Office Location: Gerard P.Goehringer O ,� Town Annex/First Floor,Capital One Bank George Horning • �O r 54375 Main Road(at Youngs Avenue) Ken SchneiderONTV Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809 •Fax (631)765-9064 September 24, 2012 Samuels & Steelman, Architects 25235 Main Road Cutchogue, NY 11935 Re: Special Exception 46598 —Mill Creek Partners, LLC Dear Ms. Steelman: Transmitted for your records is a copy of the Board's September, 20, 2012 Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above application for a Special Exception. Before commencing any activities, a building permit approval is necessary. Please be sure to submit a copy of this determination to the Building Department. If you have any questions, please call the office. Sinc rs�,, Vicki Toth Encl. Cc: Building Dept. BOARD MEMBERS • • Southold Town Hall Leslie Kanes Weisman,Chairperson ��0� $�UryO 53095 Main Road•P.O.Box 1179 ,�O !� Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P.GoehringerCA T Town Annex/First Floor,Capital One Bank George Homing ,per 54375 Main Road(at Youngs Avenue) Ken Schneider �I,fCOU Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809 •Fax (631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 20,2012 ZBA FILE No.: 6589 NAME OF APPLICANT: Mill Creek Partners, LLC SCTM41000-56-7-2 PROPERTY LOCATION: 64300 Route 25 (adj.to Southold Bay), Greenport,NY SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated August 14, 2012 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The Applicants' property is an irregularly shaped 142,441 sq. ft. waterfront parcel in the M-II Zone. The northerly lot line measures 167.17 feet along Route 25. The easterly lot line measures 625 feet along an adjacent parcel. The southerly lot line measures +/-291.18 feet along Southold Bay. The westerly lot line measures +/-585 feet along another adjacent parcel. An estimated 40% of the Applicants' parcel lies underwater, and is used as a boat basin for the marina located on the property. The parcel is improved with a commercial structure used in the past as a restaurant/inn, and several small accessory structures. The existing structures and proposed new structures are shown on the site plan SPI including sheets 1-3, drawn by Samuels & Steelman, Architects, dated March 2, 2012, and the site plan SP2 showing adjacent parking and the location of a new septic system for the dock master's building with revisions dated May 23, 2012 and July 9, 2012 by Samuels & Steelman Architects. BASIS OF APPLICATION: Request for Special Exception per Article XIII Section 280-55 (B) 1 to operate a restaurant in a Marine II (MII) District. RELIEF REQUESTED: The applicant proposes to operate a 5,626 sq. ft. restaurant with 180 seats and a 50 boat slip marina. Page 2 of 3—September 20,2012 ZBA File46589—Mill Creek Partners,LLC CTM, 1000-56-7-2 ADDITIONAL INFORMATION: The Town Planning Board submitted a Memorandum dated August 16, 2012 stating that their Board has reviewed the application for Special Exception use of a restaurant in the M-II Zone and "generally has no objection". The proposed restaurant appears not to cause concern since the existing building has historically been used as a restaurant and the applicant has leased the property next door to provide ample parking for both the marina and the restaurant. The above referenced proposal would further the Town's Comprehensive Plan to enhance the Town's waterfront while maintaining its fundamental characteristics. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 6, 2012 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: The Board has reviewed the General Standards governing Special Exception uses set forth in Section 280-142 and finds: A. That the use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts because a number of restaurants including the subject of this application have existed in this district for many years without incident. B. That the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts. C. That the safety, the health, the welfare, the comfort, the convenience or the order of the town will not be adversely affected by the continued use of this location as a restaurant because the proposal will have limited impacts on traffic on and off the property, wetlands and groundwater. D. That the use will be in harmony with and promote the general purposes and intent of this chapter. A restaurant is a permitted use in this district and the marina use will be working to protect coastal water quality by engaging in environmentally sound operating and maintenance procedures by participating in the"Clean Marina Initiative"(see file for document) E. That the use will be compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regard to visibility, scale and overall appearance. The granting of this special exception will not change any of the existing character of the neighborhood because the most of the structures already exist on the property. F. All proposed structures, equipment and material will be readily accessible for fire and police protection. BOARD RESOLUTION: In considering all of the above factors, motion was offered by Member Dinizio, seconded by Member Goehringer Acting Chairperson, and duly carried to Page 3 of 3-September 20,2012 ZBA File#6589-Mil l Creek Partners,LLC CTM. 1000-56-7-2 GRANT, a Special Exception, as applied for, and shown on the Survey prepared by Hands On Surveying dated December 3, 2004, last revised March 13, 2012 and the architectural drawings by Samuels & Steelman, dated March 2, 2012 labeled SP1 last revised May 23, 2012 and SP2 last revised July 9, 2012. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The Special Exception Permit granted herein may involve a change in occupancy or a change in use or a change within a classification of the occupancy. Therefore, as a condition of approval, the applicant must contact the Building Department to make the determination whether or not a Building Permit is required and that changes will be NYS Code compliant. 2. This Special Exception Permit shall be deemed void if the applicant cannot comply with the minimum on site requirement of I10 parking stalls as calculated in a Planning Board Memoranda Dated September 13, 2012 written by Brian Cummings, Planner. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued Any violations of the conditions, occupancy or other requirements described herein, may require a public hearing before the Zoning Board of Appeals to review potential action to revoke the Special Exception permit as granted herein. Vote of the Board Ayes:Members Acting Chairperson Goehringer, Dinizio, Horning. Absent was Chairperson Weisman and Member Schneider. This Resolution was duly adopted(3-0). r' Gerard P. Goehringer, Acting C airperso Approved for filing IR / Ze/2012 _ MAILING ADDRESS: PLANNING BOARD MEMBERS QF soory P.O.Box 1179 DONALD J.WILCENSKI �0� �j_ Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS C07 Town Hall Annex KENNETH L.EDWARDS G ' 0 54375 State Route 25 JAMES H.RICH III 3 (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR com, �4 Southold, NY Telephone:631 765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: James Richter, Engineering Inspector From: Brian Cummings, Planner Date: September 20, 2012 Re: Site Plan for Mill Creek Inn & Marina Application Name: Mill Creek Inn & Marina Tax Map Number: 1000-59-7-2 Location: 64300 NYS Rt. 25, Greenport Type of Application: Sketch Subdivision Map (Dated: ) Preliminary Subdivision Map (Dated: ) Final Subdivision Map (Dated: 1 Road Profiles (Dated: ) Grading and Drainage Plans (Dated: 1 Other (Dated: 1 Site Plan (Dated: 1 �— Revised Site Plan (Dated: 3/2/12, revised 8/28/12) Grading and Drainage Plans (Dated: ) Other (AS BUILT) (Dated: 1 Project Description: This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel and a proposed boat yard and 71 parking stalls on a 4.74 acre adjacent parcel (56.-7-4.1) in the M-II Zoning District. Comments: This application was previously referred April 16, 2012 and has since received significant changes to the site plan prompting additional review. Comments appreciated by October 11, 2012. Thank you for your cooperation. • MAILING ADDRESS: PLANNING BOARD MEMBERS �raf soar P.O.Box 1179 DONALD J.WILCENSKI �� yQl Southold,NY 11971 Chair O OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS G� • O 54375 State Route 25 JAMES H.RICH III O 'M MARTIN H.SIDOR �p� (cor.Main Rd. &Youngs Ave.) IyC�Ury l, �`(.�' Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Brian Cummings, Planne Date: September 20, 2012 Re: Site Plan for Mill Creek Inn & Marina 64300 NYS Route 26, 424'west of Dolphin Drive, Greenport SCTM#1000-56-7-2 The Planning Board refers this revised application to you for your information, comments, review, and certification, if applicable. This application was previously referred April 16, 2012 and has since received significant changes to the site plan prompting additional review. The file is available at your convenience. This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel and a proposed boat yard and 71 parking stalls on a 4.74 acre adjacent parcel (56.-7-4.1) in the M-ll Zoning District. Thank you for your cooperation. Encls: Site Plan ALAILING ADDRESS: PLANNING BOARD MEMBERSP.O. Box 1179 DONALD J.WILCENSKI O��QF oUlyOlA Southold,NY 11971 Chair v OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS G Q 54375 State Route 25 JAMES H.RICH III (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR COW Southold,NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Robert Fisher, Fire Marshall From: Brian Cummings, Planner Date: September 20, 2012 Re: Site Plan for Mill Creek Inn & Marina 64300 NYS Route 25, 424'west of Dolphin Drive, Greenport SCTM#1000-56-7-2 The Planning Board refers this revised application to you for your information, comments, review, and certification, if applicable. This application was previously referred April 16, 2012 and has since received significant changes to the site plan prompting additional review. The file is available at your convenience. This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel and a proposed boat yard and 71 parking stalls on a 4.74 acre adjacent parcel (56.-7-4.1) in the M-II Zoning District. Thank you for your cooperation. MAILING ADDRESS: PLANNING BOARD MEMBERSP.O.Box 1179 DONALD J.WILCENSKI hQ��Of SOUTyO� Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS CO2 Town Hall Annex KENNETH L.EDWARDS G @ 54375 State Route 25 JAMES H.RICH III '�� • �� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDORI�C0110 Southold,NY u� Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Brian Cummings, Planner Date: September 20, 2012 Re: Site Plan for Mill Creek Inn & Marina 64300 NYS Route 25, 424' west of Dolphin Drive, Greenport SCTM#1000-56-7-2 The Planning Board refers this revised application to you for your information, comments, review, and certification, if applicable. This application was previously referred April 16, 2012 and has since received significant changes to the site plan prompting additional review. The file is available at your convenience. This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel and a proposed boat yard and 71 parking stalls on a 4.74 acre adjacent parcel (56.-7-4.1) in the M-II Zoning District. Thank you for your cooperation. • • hIAILING ADDRESS: PLANNING BOARD MEMBERS a0F so�Ty P.O.Box 1179 DONALD J.WILCENSKI Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS H Town Hall Annex KENNETH L.EDWARDS G 0 54375 State Route 25 JAMES MARTIN H. ICH III (cor•Main Rd.&Youngs Ave.) COUNVI Southold,NY Telephone: 631 765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Scott A. Russell, Supervisor Members of the Town Board Elizabeth A. Neville, Town Clerk cc: Town Attorney From: Brian Cummings, Planner Date: September 20, 2012 Re: Site Plan for Mill Creek Inn & Marina 64300 NYS Route 25, 424' west of Dolphin Drive, Greenport SCTM#1000-56-7-2 The Planning Board refers this revised application to you for your information, comments, review, and certification, if applicable. This application was previously referred April 16, 2012 and has since received significant changes to the site plan prompting additional review. The file is available at your convenience. This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel and a proposed boat yard and 71 parking stalls on a 4.74 acre adjacent parcel (56.-7-4.1) in the M-II Zoning District. Thank you for your cooperation. • • MAILING ADDRESS: PLANNING BOARD MEMBERS f SO!/jP.O. Box 1179 DONALD J.WILCENSKI �� �� Southold,NY 11971 Chair O EDWAR co �411 41 OFFICE LOCATION: WILLIAM J. S Town Hall Annex KENNETH L. DWARDS G @ 54375 State Route 25 JAMES H.RICH III Q �� (cor.Main Rd.&Youngs Ave.) MARTIN H.SIDOR COU NT'1, Southold,NY Telephone:631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: James King, President Town of Southold Board of Trustees From: Donald J. Wilcenski, Planning Board Chair Planning Board 17I� Date: September 20, 2012 Re: Site Plan for Mill Creek Inn & Marina SCTM#1000-56-7-2 64300 NYS Rt. 25, Greenport The Planning Board refers this revised application to you for your information, comments, review, and certification, if applicable. This application was previously referred April 16, 2012 and has since received significant changes to the site plan prompting additional review. The file is available at your convenience. This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel and a proposed boat yard and 71 parking stalls on a 4.74 acre adjacent parcel (56.-7-4.1) in the M-II Zoning District. Thank you for your cooperation. MAILING ADDRESS: PLANNING BOARD MEMBERS apt: $0�jy P.O. Box 1179 DONALD J.WILCENSKI h�� �j_ Southold, NY 11971 Chair O OFFICE LOCATION: WILLIAM J.CREMERSw Town Hall Annex KENNETH L.EDWARDS G • 54375 State Route 25 JAMES H.RICH III '�Ol (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR ycourm Southold, NY Telephone: 631 765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: New York State Department of Environmental Conservation From: Brian Cummings, PlannwcD Date: September 20, 2012 ��� RE: Site Plan Application Review— • Request for Comments pursuant to Southold Town Code §280-131 • SEQR Lead Agency Request • Coordinated review under SEQR Dear Reviewer: The purpose of this request is to seek comments from your agency, and also to determine lead agency and coordinate review under Article 8 (State Environmental Quality Review Act- SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; and 4. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. 0 0 Southold Referral & SEQR Coordination Page Two September 20, 2012 Planning Board Position: (x) This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency status for this action. ( ) Other (see comments below) Comments: The Planning Board refers this revised application to you for your information, comments, review, and certification, if applicable. This application was previously referred April 16, 2012 and has since received significant changes to the site plan prompting additional review. Project Name: Mill Creek Inn & Marina Address: 64300 NYS Rt. 25, Greenport Tax Map #: 1000-56-7-2 Requested Action: This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel and a proposed boat yard and 71 parking stalls on a 4.74 acre adjacent parcel (56.-7-4.1) in the M-II Zoning District. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings, Planner (631) 765-1938 Enclosures: • Site Plan(s) 2 0 • MAILING ADDRESS: PLANNING BOARD MEMBERS �fiF sours P.O.Box 1179 DONALD J.WILCENSKI �0� Q� Southold, NY 11971 Char y OFFICE LOCATION: WILLIAM J.CREMERS y Town Hall Annex KENNETH L.EDWARDS ?10 • O 54375 State Route 25 JAMES H.RICH III Q (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR �yCouMr Southold, NY Telephone:631765-1938 Fax:631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 20, 2012 Mr. Mark Wolfgang NYS Department of Transportation 250 Veterans Memorial Highway Hauppauge, NY 11788 Re: Site Plan for Mill Creek Inn & Marina Located at 64300 NYS Route 25, 424' west of Dolphin Drive, Greenport SCTM#1000-56-7-2 Dear Mr. Wolfgang: The Planning Board refers this revised application to you for your information, comments, review, and certification, if applicable. This application was previously referred April 16, 2012 and has since received significant changes to the site plan prompting additional review. If there are any questions, you can contact us at (631)765-1938 between the hours of 8:00 a.m. and 4:00 p.m. Respectfully yours, Brian Cummings Planner Enc. Site Plan Site Plan Application P1% ,PL ,MT Jt Submission Without a Cover Letter o0 Sender: el, C- � Subject: SCTM#: 1000 - 1 � 2 �'2 Date: I Comments: SEP 1 8 2012 SUBORDINATION, NON-DISTURBANCE AND ATTORNMENT AGREEMENT This Subordination, Non-Disturbance and Attoanment Agreement ("Agreement") is entered into as of May 10, 2012, by North Fork Lending, LLC ("Bank"}and Mill Creek Partners, LLC("Tenant"). �-lotroacl NWIOA J �j mo',.Jl Pg ir-t'r�� yo�W, %Wr I aisle RECITALS mor 9-*-"la_b „n.R Principi Properties, LLC ("Landlord") and Tenant have entered into that certain lease agreement dated as of May 1, 2012 (the "Lease"), covering certain premises located at premises known as (i) 64600 Main Road, Southold, New York, (ii) 25 Dolphin Way, Southold, New York, and (iii) 60 Dolphin Way, Southold, New York (collectively, the "Prgperty")more particularly described in Exhibit A attached hereto and incorporated herein. r B. Landlord and Bank are parties to that certain Mortgage dated as of August 30, 2006 in the original principal amount of $1,064,000.00 (as assigned, supplemented or amended and restated from time to time, the "Mortgaee'-!'*which Mortgage was recorded on September 25, 2006 in the Office of the Suffolk County Clerk's office in Liber 21388 Mp 150 , �/� and covers,among other properties, the Property. C. On the terms and conditions in this Agreement, the parties desire to subordinate Tenant's leasehold interest in the Property to the lien of the Mortgage. o� �o Therefore, in consideration of the mutual covenants and agreements contained in this Agreement, the parties agree as follows: Section 1. Subordination. 000 The Lease, the leasehold estate created thereby, and all rights and privileges of Tenant thereunder shall be subject and subordinate to the lien of the Mortgage and to any renewals, modifications, consolidations, replacements, amendments, restatements and extensions J"O fit, of the Mortgage to the full extent of the obligations now or hereafter secured by the Mortgage. Section 2. Attornment. 1f the Landlord's interest is transferred to and owned by the Bank or any successor of Bank ("&gWr m Party") because of foreclosure or other proceedings brought by Bank, or by any other manner, and Bank succeeds to Landlord's interest under the Lease, Tenant shall be bound to the Acquiring Parry, and Acquiring Parry shall be bound to Tenant under all of the terms, covenants and conditions of the Lease for the balance of the remaining term, including any extensions or renewals, with the same effect as if Acquiring Party were Landlord under the Lease. Bank agrees that, if Bank or Acquiring Party exercises any of its rights under the Mortgage such that it becomes the owner of the Property, including but not limited to an entry by Bank pursuant to the Mortgage, a foreclosure of (he Mortgage, a power of sale under the Mortgage or otherwise: (a) the Lease shall continue in frill force and effect as a direct lease between Bank or the Acquiring Party and Tenant, and subject to all the terms, covenants and conditions of the Lease, and (b)neither the Bank nor the Acquiring Parry shall disturb Tenant's right of quiet possession of the Property under the terms of the Lease so long as Tenant is not in default beyond any applicable grace period of any term, covenant or condition of the Lease. Tenant agrees to attorn to Acquiring Parry as the Landlord, with the attornment being effective and self-operative immediately upon Acquiring Party succeeding to the interest of Landlord under the Lease, all without the execution by the parties of any further instruments. However, Tenant shall not be obligated to pay rent to Acquiring Party until Tenant receives written notice from Acquiring Party, together with evidence satisfactory to Tenant, demonstrating that Acquiring Party has succeeded to Landlord's interest under the Lease and directing where rent should be mailed. The respective rights and obligations of Tenant and Acquiring Party upon allormnent, to the extent of the then-remaining balance of the term of the Lease, shall be the same as in the Lease, which is incorporated by reference in this Agreement. If Acquiring Party succeeds to Landlord's interest in the Lease, Acquiring Party shall be bound to Tenant under all the terns, covenants and conditions of the Lease, and Tenant shall, after Acquiring Party's succession to Landlord's interest, have the same remedies against Acquiring Party for the breach of any agreement in the Lease that Tenant might have bad against Landlord. Section 3. Tenant Estoppel Certificate. Within ten(10) days after Bank's request, Tenant shall deliver to Bank and to any person designated by Bank, estoppel certificates executed by Tenant, certifying (if such is the case) that the Lease is in full force and effect, that there are no defenses or offsets outstanding under the Lease (or stating those claimed by Tenant, as the case may be) and such other information about Tenant or the Lease as Bank may reasonably request. Section 4. Notices. In this Agreement, wherever it is required or permitted that notice and demand be given by any party to another party, that notice or demand shall be given in writing and forwarded by certified mail, addressed as follows: For Tenant: Mill Creek Partners, Ll-(-" P.O. Box 326 Cutchogue, New York 11935 For Bank: North Fork Lending, Li_,(' 1201 RXR Plaza Uniondale,New York i [556 AM.: Edward J. Bullard Jr., Esq. Any party may change an address given for notice by giving written notice of that change by certified mail to all other parties. 2 Section 5. Authority. If any party is a corporation, limited liability company, or a partnership, all individuals executing this Agreement on behalf of such corporation, limited liability company, or partnership represent and warrant that they are authorized to execute and deliver this Agreement on behalf of the corporation, limited liability company; or partnership and that this Agreement is binding upon such corporation,limited Liability company, or partnership. Section 6. Miscellaneous. This Agreement may not be modified other than by an agreement in writing signed by the parties or by their respective successors in interest. If any party commences any action against any other party based on this Agreement, the prevailing party shall be entitled to recover reasonable attorney fees, expenses, and costs of suit. This Agreement shall be binding on and inure to the benefit of the parties and their respective heirs, successors and assigns. The headings of this Agreement are for reference only and shall not limit or define any meaning of this Agreement. This Agreement may be executed in one or more counterparts, each of which is an original, but all of which shall constitute one and the same instrument. This Agreement shall be construed in accordance with and governed by New York law. s The parties have duly executed this Subordination, Non-Disturbance and Attomment Agreement as of the date first above written, BANK: NORTH 7ENDING,LLC By: Name: and J. Bull J Title: Vice President TENANT: NULL CREEK PARTNERS, LLC ame: Title: tm Owl 4 ACKNOWLEDGMENT State of New York ) County of Suffolk the 3/ da of Ma in the year 2012 before rale, the undersigned, personally appeared personally known to me or proved to me on the basis of satisfactory evidence 4o be the individual whose name is subscribed to the within instrument and acknowledged to me that he/she executed the sauce ui bis/her capacities, and that by his/her signature on the instrument, the individual, or the person, or the entity upon behalf of which the ydual, d, executed the instrument. LINDA CIMINO (Signature and office of individual taking acknowledgment)ackldNOTARY PUBLIC, State New Yore (Sl No. 52.46004411 Qual'died In Suffolk County Commission Expires Dec.31,z�a'9' State of New Y rk ) County of I(r-2, C' On the aq day of May in the year 2012 before me, the undersigned, personally appeared .�t[in1 S OYIersonally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same in his/her capacities, and that by his/her signature on the instrument, the individual, or the person, or the entity upon behalf of which the individual acted, executed the instrument. (Signature and office of individual taking acknowledgment) ELAINE T.VILLANQ Notary Public,State of New York No.01 V18029229 Suffolk Courtrttty-� Commission Exoires o�ZJ �3 5 EXHIBIT !3 6 LPT 004.001 ALL THAT CERTAIN PLOT, PIECE OR PARCEL OF LAND, SITUATE, LYING AND BEING AT ARSHAMOMAQUE, TOWN OF SOUTHOLD, COUNTY OF SUFFOLK AND STATE OF NEW YORK, BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT A MONUMENT SET ON THE SOUTHERLY SIDE OF MAIN ROAD AT A POINT WHERE THE NORTHERLY CORNER OF PREMISES HEREIN DESCRIBED AND THE NORTHEASTERLY CORNER OF LAND NOW OR FORMERLY OF SLEDJESIQ INTERSECTS THE SAID SOUTHERLY SIDE OF MAIN ROAD; THENCE EASTERLY AND NORTHEASTERLY ALONG THE SOUTHERLY SIDE OF MAIN ROAD THE FOLLOWING TWO (2) COURSES: 1. NORTH 690 0720" EAST, 151.91 FEET TO A MONUMENT; 2. NORTH 510 3720" EAST, 154.01 FEET, THENCE SOUTHERLY 760 FEET ALONG LOTS 14-18 ENDING AT THE SOUTHWESTERLY CORNER OF LOT 1 AND THE PECONIC BAY; THENCE WESTERLY 309 FEET TO THE LAND OF SI_EDJESKI; THENCE NORTH 130 15' 00" WEST ALONG LAND OF SLEDJESKI AND THRU AN IRON PIPE, 633.52 FEET TO A MONUMENT ON THE SOUTHERLY SIDE OF MAIN ROAD, AT THE POINT OR PLACE OF BEGINNING. LOT 011.000 ALL THAT CERTAIN PLOT, PIECE OR PARCEL OF LAND, SITUATE, LYING AND BEING IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK AND STATE OF NEW YORK, KNOWN AND DESIGNATED AT LOT NO, 25, AS SHOWN ON A CERTAIN MAP ENTITLED"MAP OF SOUTHOLD SHORES AT ARSHAMOMAQUE,TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK" MADE BY OTTO W.VAN TUYL&SON, LICENSED LAND SURVEYORS, GREENPORT, NY, DATED JULY 1, 1963 AND FILED IN THE OFFICE OF THE COUNTY CLERK OF SUFFOLK COUNTY, NEW YORK ON AUGUST 29, 1963 AS MAP NO. 3853. LOT 005.000 ALL THAT CERTAIN PLOT, PIECE OR PARCEL OF LAND, SITUATE, LYING AND BEING IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK AND STATE OF NEW YORK, KNOWN AND DESIGNATED AT LOT NO. 14,AS SHOWN ON A CERTAIN MAP ENTITLED"MAP OF SOUTHOLD SHORES AT ARSHAMOMAQUE, TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK" MADE BY OTTO W. VAN TUYL&SON, LICENSED LAND SURVEYORS, GREENPORT, NY, DATED JULY 1, 1963 AND FILED IN THE OFFICE OF THE COUNTY CLERK OF SUFFOLK COUNTY, NEW YORK ON AUGUST 29, 1963 AS MAP NO. 3853. I IIIIIII IIII VIII VIII VIII IIID IIID VIII VIII IIII IIII I IIIIII VIII VIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: AGREEMENT Recorded: 07/09/2012 Number of Pages : 8 At: 03 :52 :17 Pb Receipt Number : 12-0077584 LIBER: D00012698 PAGE : 654 District: Section: Block : Lot: 1000 056 .00 07 . 00 004 . 001 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exe Page/Filing $40 . 00 NO Handling $20 . 00 NO COE $5 . 00 NO NYS SRCHG $$0 . 00 NO Affidavit $0 . 00 NO TP-584 $0 . 00 NO Notation $1 . 00 NO Cert. Copies $0 . 00 NO RPT $180 . 00 NO Fees Paid $261 . 00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County Fill RECORDED Number of pagas ZOIZ 7u1 O9 152:17 PM TLQJTH R. PPSCPLE CLERK OF This document will be public SUFFOLI: COUNTY record.Please.remove all L D000126Ya Social Security Numbers P 554 prior to.recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp 1 Reconding/Filing Stamps 3 FEES w Page l Filling Fee �( Mortgage Amt. _ (��/1 1.oasicl ax Handling 20. 00 1. Additional Tax _ TP-584 . Sub oLal _ cr - EA-5217(County) Sub Total � Spec,/Add. . EA-5217(State) '-0T P.T.S pv� �Ur Dual Town Dual County Held far Appalniment Comm.of Ed. S. 00 : (Transfer Tax Affidavit + Ma cs i on Tau Certified Copy The aroceny covered by this mortgage Is or will he Improved by a one or two NYS Surcharge 15. DO fare ly d,elling only. - Sub Total v 6S or NO Other {{ ---- - `' Grand Total t IF 1,10, see appropriate tax clause on pagel(____orthislnstrument. - 4 Dtsc4000 Settion 0�� Block ol.Oo 00 .00l Lot uU 5,000 5 Community Preservation Fund Real Proert P R 01 1000 05600 0700 0040 Tax Service 1000 05600 0700 011000 Consideration Amount$ Agency R pTM A 1000 05600 0700 005000 CPg T;yx llu $ VeriNcatlon - 1JUN•1 ---- 6 SalImproved +cnL�+cy ar nci uiuv c U: Vacant Land „ � ern�a`,�(1 _LV' Wieser�1tUe� r Cir TO TO u1LlQ r 1� , (551 TD . Mall to:.Jud'Rh A.Pascala, Suffolk County Clerk S 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 1Co.Name —` vmw.suffolkcounyny.govlclek Tales C� qF1 e Suffolk County Recordin & �Endorsement Page This page forms part of the attached . made bv: (SPECIFY TYPE OF I NSTP,UMEN'F, The premisas herein is sIwared In SUFFOLKCOUNTY.NEW VOR'K t� 1 TO In the TOWN of .,?�-r'-- cV^-�I,d In the VILLAGE \ or HAMLET of______ RnxF S 6 TN RI I R MI M R F TYP PR nR P RIM;n IN R I a ru I NI K nm I v e a l in p Tn P P--P nl air,en In;r, 2012-09-18 09:28 16-Permits6314440360 1iNk"` V>C P 1/1 New York State Department of Environmental Conserv on Am Notice of Incomplete Application -"This is NOT a Permit Mows, MW Apntication lD: 1-4738-03462/00006 Xiruch Number: 693742 PucitUy: Mild,CREEK INN&MARINA 64300 MAIN RD(RTE 2$)-450, W/()DOLPHIN I)kISCTM1000.56.7.2 SOUTHOLD,NY 11971 Contact, SUFFOLK ENVIRONMENTAL CONSUL'T'ING INC Owner/D; 1474064 PO BOX 2003 BRIDGEHAMPTON,NY 11932.2003 Permit(v)Apptied jar, i -Section 401 -Clean Water Act Water Quality Certification 1 -Article 2$Tidal Wetlands 1 -Article 15 Title 5 Excavation&Fill in Navigable Waters SEP $ 20x1 f>rr{Jeerlocatian:in SOUTHOLD in SUFFOLK COUNTY j Your application for Permit is incomplete. The fallowing items arC rCquvrCd 1) Project plans, Submit 4 copies .. dd - ......... ............. ....... ... _. Amnnal Xnfnrmatian: Please revise the project plans dated March 13.2012 as follows: (1)Eliminate the new septic system proposed for the Dock Muster Building, Standards for this structure cannot be met. Consider using the system already installed far the main building. This aspect of your proposal does not appear to be reasonable or neccssary. (2) Replace the proposed westerly 50 linear feet of rip-rap with a low sill bulkhead. Instead of extending the rip-rap out into the vegetated wetland,return the low sill bulkhead landward to meet the rip-rap at the bank. This should provide erosion protection to the inter-tidal marsh without cutting off tidal flow as the rip-rap may, Please submit requested information b No further action can be taken until all of these mate als received Contact Person, Signalura JOHN A WItELANI;y - - - NYSDEC Date:Jun 6,2 SUNY aQ S'T'ONY BROOKISO CIRCLE RD STONY BROOK,NY 11790 Telephone Number:(63 1)444.03$9 • • P� , �L, MTI P,C S A M U E L S & S T E E L M A N September 19, 2012 Mr. Brian Cummings Planning Board Town of Southold Town Hall Annex 54375 Route 25 Southold, NY 11971 Re: Site Plan Approval Mill Creek Inn & Marina SEP 19 Vi 64300 Route 25 Greenport, NY 11944 SCTM # -1000-56-07-02 Dear Mr. Cummings, As per your email dated September 14, 2012, we are submitting (9) nine complete sets of the revised Site Plan Drawings for re-referral to all relevant agencies. These drawings reflect the proposed Boatyard area and parking on the adjacent eastern site which is being leased by Mill Creek Partners. Considering that the use of the adjacent site for parking was proposed to the Board in late May of this year and many months have since past, we hope that this re-referral process can take place in a timely manner and does not delay our final Site Plan Approval. If we can provide any additional information, or answer any questions, please do not hesitate to contact us. Sincerely, Same am Is and S elman Architects 0 Na y eIman Enclosure cc: Mill Creek Partners W 1{nLcr� 'STS., NVUN MAD CI,1(IIO(A,F. NLWYORh 11");S Ih i I 1 -i4 640, 1AV,(,11,-14 640- 4 9 MAILING ADDRESS: PLANNING BOARD MEMBERS 0� su�jyo Southold,.O. ox 1179 11971 DONALD J.WILCENSKI �Q l� Chair OFFICE LOCATION: WILLIAM J.CREMERS y Town Hall Annex KENNETH L.EDWARDSJAMES H.RICH G �O 54375 State Route 25 MARTIN H.IDOR COU '� (cor.M in Rd. . &You gB Ave.) So Telephone:631 765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman, ZBA Chairperson Members of the Zoning Board of Appeals From: Brian Cummings, Planne� Date: September 13, 2012 Re: Request for information for Mill Creek Inn & Marina Located at 64300 NYS Route 25, 424' west of Dolphin Drive, Greenport SCTM#1000-56-7-2 Parking Calculations for Mill Creek Inn & Marina: 1. Restaurant = 1 space per 3 seats OR 1 space per 100s.f. of floor area, (whichever is greater) a. 180 seats = 60 spaces b. 5,626s.f. = 56.26 spaces c. 60 spaces required 2. Marina = 1 space per boat slip a. 50 slips = 50 spaces required 3. 60 + 50 = 110 parking stalls @ 9'x 19', required onsite 4. In plans submitted September 5, 2012, the Applicant has provided 124 parking stalls; 73 of which are located on the adjacent parcel to the east (under lease). 25235 Main Road, Cutchogue NY 11935 Samuels & Steelman (631) 734 6405 Architects Fax (631) 734 6407 To: Mr. Brian Cummings From:Nancy Steelman Address:Planning Department Date: Sept. 4, 2012 Town of Southold CC: Re: Mill Creek Restaurant & Marina ❑ Urgent x For Review ❑ Please Comment ❑ Please Reply 1. 9 Revised Site Plans - SP2 with relocated Boatyard. 2. Copy of Town of Southold ZBA determination granting variance for the Dockmaster's Building and new Entry. Please call if you have any questions or if you need any additional information. Nancy Steelman SEP 2012 BOARD MEMBERS Southold'rown Hall Leslie Kanes Weisman,Chairperson so 53095 Main Road-P.O. Box 1179 James Dinizio,Jr. Ire, Southold,NY 11971-0959 41 Office Location: Gerard P.Goehringer CP Town Annex/First Floor,Capital One Bank George Homing i5k_ % 54375 Main Road(at Youngs Avenue) 2P Ken Schneider 1*1'r, N Southold,NY 11971 http://souttioldtowii.jiorthfork.Det ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809- Fax (631)765-9064 SEPEP- 5 2012 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 16,2012 ZBA FILE: 6575 NAME OF APPLICANT: Mill Creek Partners, LLC PROPERTY LOCATION: 64300 Route 25 (adj.to Southold Bay),Greenport, NY SCTM: 1000-56-7-2 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 11 category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated June 1, 2012, stating that this application is considered a matter for local determination as there appears to be no significant COUnty-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated June 26, 2012. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action regarding the dock master's building is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP, since the plans submitted do not include a sanitary system. At the Board's request the applicant's agent submitted a revised site plan dated May 23, 2012 and July 9, 2012 showing the adjacent property with parking and the location of a new septic system for the dock master's building. Based upon this information and the conditions imposed in this decision, the Board finds the proposed action for the dock master's building to be CONSISTENT with LWPLP policy standards and therefore CONSISTENT with the LWRP. Regarding the proposed addition/alteration to the restaurant it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP, PROPERTY FACTSMESCRIPTION: The Applicants' property is an irregularly shaped 142,441 sq. It. waterfront parcel in the M-11 Zone. The northerly lot line measures 167.17 feet along Route 25. The easterly lot line measures 625 feet along an adjacent parcel. The southerly lot line measures +/-291.18 feet along Southold Bay. The westerly lot line measures +/-585 feet along another adjacent parcel. An estimated 40% of the Applicants' parcel lies underwater, and is used as a boat basin for the inarina Page 2 of 4—August 16,2012 ZBA File46575—Mill Creek Partners,LLC CTM- 1000-56-7-2 located on the property. The parcel is improved with a commercial structure used in the past as a restaurant/inn, and several small accessory structures. The existing structures and proposed new structures are shown on the site plan SPI including sheets 1-5, drawn by Samuels& Steelman, Architects, dated May, 3, 2012, and the site plan showing adjacent parking and the location of a new septic system for the dock master's building with revisions dated May 23, 2012 and July 9, 2012 by Samuels & Steelman Architects. BASIS OF APPLICATION: Request for Variance from Article XX1I Code Section 280-116(B) based on an application for building permit and the Building Inspector's February 29, 2012, revised May 7, 2012 Notice of Disapproval concerning permit to construct a dock master's building and addition/alteration to existing restaurant, at; 1) dock master's building at less than the code required bulkhead setback of 75 feet, 2)additions/alterations at less than the code required bulkhead setback of 75 feet. RELIEF REQUESTED: The Applicant requests a variance in order to construct a proposed new 16 feet 6 inch X 20 feet, two story dock master's building with a 12 feet 3 '/2 inch X4 feet 1 %2 inch cantilevered deck at a 15 feet 3 inch setback from a bulkhead, where 75 feet is required by Code. The Applicants request another variance in order to construct a proposed new 18 feet X 12 feet main entrance in the side yard, near propose parking, with a 45 foot setback from a bulkhead, where 75 feet is required by Code. ADDITIONAL INFORMATION: IMe property was granted a variance under Appeal#4313 dated June 7, 1995, for an existing shed within a side yard location instead of a rear yard location as required by Code. The property was granted other variances under Appeal #6150 dated Jan. 8, 2009, for"as built" one story construction with a side yard setback of 4.4 feet, which is less than the 25 feet required by Code, and new deck construction with bulkhead setbacks of varying distances, all at less than 75 feet, and a westerly side yard setback of 8.6 feet. The Town Planning Board submitted a Memorandum dated June 26, 2012, stating that their Board "has reviewed the requested variances" and "generally has no objection" to the granting of the variances as requested by the Applicant for the proposed construction of a dock master's accessory building and restaurant additions/alterations. It is noted that in addition to any variances that may be granted, Planning Board site plan approval is required. It is also noted that the proposed parking for the restaurant/marina is on an adjacent parcel to the east that the applicant leases, as confirmed by a copy of same submitted by the applicant's agent at the request of the Board. This parking plan is accessory to the principal use as a boat yard/storage facility, and will also require site plan approval by the Planning Board as noted in the Building Department's Notice of Disapproval dated July 27, 2012 which was requested by the Board at the public hearing. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 5, 2012, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law &267-b(3)(b)(1), Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The property is in Zone M-Il and a dock master's building is a conforming use within the Zone. Currently the restaurant building is undergoing substantial renovations that will improve the character of the neighborhood by once again Page 3 ut'4—August 16,2012 ZBA F'ile#6575—Mill Creek Partners,LLC CTM. 1000-56-7-2 allowing the facility to be open for business, rather than continuing to be an unsafe, unoccupied structure with an unsightly appearance and subject to further deterioration. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. Due to the size and shape of the property, and the fact that approximately 40% of the property is underwater, and that all of the remaining land has bulkheads, it is not possible to build a dock master's building in an appropriate area of the marina, or to build any additions to the restaurant building without the granting of variance relief from the Town Code bulkhead setback requirements. 3. Town Law &267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 80% relief from the code required 75 feet bulkhead setback for the proposed new dock masters building, and 40% relief from the required bulkhead setback for the restaurant building additions and alterations. However, there is no conforming area adjacent to the marina in which to locate the proposed dock master's building,which will be utilized only by patrons of the marina for toilets, showers, clothes changing, etc and as a marina office on the second floor. Furthermore, notwithstanding the fact that the existing principal building does have a nonconforming bulkhead setback, this structure has been used as a restaurant at this same location with the same setbacks for many years. 4. Town Law 5267-b(3)(b)(4) No evidence has been submitted to suggest that a variance at this coastal marine location will have an adverse impact on the physical or environmental conditions in the neighborhood. The dock master's building will be connected to a new septic system that will accommodate both the marina building and the renovated restaurant. The site's septic system and the storm water containment system are both subject to approval by the appropriate regulatory agencies. 5. Town Law 5267-b(3)(b)(5). The difficulty has been self created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new dock master's building associated with the on-site marina, and additional seating and a new entrance for the restaurant building, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Horning, seconded by Member Weisman, Chairperson, and duly carried, to GRANT, the variances as applied for, and shown on the site plan SPI including sheets 1-5, drawn by Samuels & Steelman, Architects, dated May, 3, 2012. The proposed new onsite septic system for the Dock Masters Building is shown on SP2 dated March 2, 2012, and revised May 23, 2012, and July 9, 2012, subject to the following condition; Page 4 of 4—August 16,2012 ZBA 12ile#6575—Mill Creek Partners,LLC CTM: 1000-56-7-2 CONDITION: I. These variances are subject to approval from the Health Department and the DEC, the Town's Storm Water Management Officer, and site plan approval from the Planning Board That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department oj'a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the varionce(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature oj'the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes:Members Weisman(Chairperson), Goehringer, Dinizio, Schneider, Horning. This Resolution was duly adopted(5-0), Leslie Kanes Weisman, Chairperson Approved for filing f 1 J /2012 MAILING ADDRESS: PLANNING BOARD MEMBERS OF so P.O.Box 1179 DONALD J.WILCENSKI V` Ol0 Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS G Q 54375 State Route 25 JAMES H.RICH III � �� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR nom Southold, NY 11 Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman, ZBA Chairperson Members of the Zoning Board of Appeals From: Donald J. Wilcenski, Chairman Members of the Planning Board Date: August 16, 2012 Re: Request for Comments for Mill Creek Partners, LLC Located at 64300 NYS Route 25, 424' west of Dolphin Drive, Greenport SCTM#1000-56-7-2 ZBA#6589 The Planning Board has reviewed the application for a Special Exception use of a restaurant in the M-II Zone and generally has no objection. The subject parcel is zoned Marine-II (M-II) and is located in Greenport where the proposed uses of a marina and restaurant are consistent with the Town Code and the Town's Comprehensive Plan. The proposed restaurant appears to not cause concern since the existing building has historically been used as a restaurant and the applicant has leased the property next door to provide ample parking for both the marina and the restaurant. The above-referenced proposal would further the goal of the Town's Comprehensive Plan to enhance the Town's waterfront while maintaining its fundamental characteristics. Thank you for this opportunity to provide comments. Please be advised that the Planning Board is currently in the middle of its site plan review process for this application and reserves the right to make any necessary changes to the site plan after reviewing all proposals thoroughly. WORK SESSION AGENDA • SOUTHOLD TOWN PLANNING BOARD Monday, August 13, 2012 4:00 p.m. Southold Town Meeting Hall 3:30 p.m. Executive Session (in the Annex) - litigation 4:00 p.m. Applications (in the Meeting Hall) 5:30 p.m. Review Public Meeting Agenda Project name: Mill Creek Inn_& Marina SCTM#: 1000-56-7-2 Location: 64300 NYS Route 25, on south side of Rt. 25, 424' west of Dolphin Drive, Greenport Description: This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel in the M-II Zoning District. Status: Pending Action: Review revised site plan (addition of boatyard use) & provide comments to ZBA on the restaurant (Special Exception use in Ml zone Attachments: Staff Report Project Name: Platinum East Properties, LLC SCTM#: 1000-69-6-3 Location: 48205 Route 25, ±956.85' west of Ackerly Pond Lane, Southold Description: This site plan is for the proposed construction of a 2,880 sq. ft. electrical contractor office/warehouse on 0.9 acres in the General Business (B) Zoning District, Southold. Status: Pending Action: Review revised siteplans; review comments from referral. Attachments: Staff Report Project Name: Harbes Family Winery SCTM#: TfW20-1-4 & 1000-112-1-7.1 Location: Northwest comer of Sound Avenue and Hallock Avenue in Mattituck Description: This site plan is for the addition of retail winery and wine production facilities'to an existing farm stand. The overall property is 15.61 acres in the A-C Zoning District. Status: Pendingj Action: Status Up-date Attachments: Staff Report Project name: T-Mobile at LIPA SCTM#: 1000-45-1-14.1 Location: _ 69685 NYS Route 25, Greenport Description This application is to bring an existing wireless communication facility into compliance with Southold Town Code insofar as the facility was constructed without benefit of the necessary permits, as well as to up- grade the facility. The antennas are mounted on the exterior of the pole at a height of 84 feet located on an 8.3 acre site in the LB Zoning District. Status: Pending Action: Review for determination. Attachments: Staff Report Southold Town Planning Board Work Session—August 13, 2012—Page Two Project name: Neumann, James I SCTM#: 1000-107-1-1.1, 107-1-1.2 Location: Mattituck Creek and Mill Road, Mattituck Description: This proposal is to subdivide a 24.9 acre parcel into 5 lots. The parcel borders Mattituck Creek in the R-80 Zone. One residence already exists. Status: Pending Action: Review for setting preliminary public hearing date. Attachments: Staff Report Project name: Rand, Bight Road, LLC SCTM#: 1000-14-2-11.4 & 11.5 Location: 1085 Bight Road, Orient Description: This proposed Lot Line Change will transfer 3,000 sq. ft. from SCTM#1000-14-02-11.4 to SCTM#1000-14-02-11.5. Lot 11.5 will increase from 49,669 sq. ft. to 52,669 sq. ft., and Lot 11.4 will decrease from 43,672 sq. ft. to 40,672 sq. ft. in the R-40 Zoning District. Status: New Application Action: Review for completeness. Attachments: Staff Re ort For Discussion: 1. Town Board/Code Committee on LI/LIO Retail Uses 2. Comprehensive Plan— Human Services Draft Chapter S A M U E L S & S T E E L M A N July 31, 2012 Mr. Brian Cummings Planning Board Town of Southold Town Hall Annex 54375 Route 25 Southold, NY 11971 Re: Site Plan Approval Mill Creek Inn & Marina 64300 Route 25 Greenport, NY 11944 SCTM # -1000-56-07-02 Dear Mr. Cummings, As requested, we are submitting two Site Plans indicating the proposed location of the Boatyard on the adjacent eastern property which is being leased by Mill Creek Partners, LLC. In addition, we are submitting a Notice of Disapproval from the Building Department, indicating that Site Plan Approval is required for the Boatyard. If we can answer any questions or provide any additional information, please do not hesitate to call. Sincerely, S;ancyeelman, nd St elman Architects R.A. ceek Partners. -A14IIIT[( IS t I AGAIN R()Au (.li ll 11( (.LI NEV\ )RI, II') I, s4 ; Ih40- BOARD MEMBERS Southold Town Hall C Leslie Kanes Weisman,Chairperson ��of souryo 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 James Dinizio,Jr. ,,fi�rr,, ,�, Office Location: Gerard P.Goehringer T Town Annex/First Floor,Capital One Bank George Horning • �O 54375 Main Road(at Youngs Avenue) Ken Schneider 2"9yCOUNMV Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax (631)765-9064 MEMO TO: Planning Board FROM: Leslie K. Weisman, ZBA Chairperson JUL 21 DATE: July 27, 2012 SUBJECT: Request for Comments ZBA #6589 — Mill Creek Partners, LLC (Special Exception) 561 -2- As confirmed with your office, the ZBA is reviewing the following application for a Special Exception, and enclosed are copies of ZBA application, and latest map. The Planning Board may be involved under the site plan review steps under Chapter 280 (Zoning), and your review and comments are requested at this time. The file is available for review of additional documentation at your convenience for reference if needed. NAME TAX#/ ZBA BD NOD VARIANCE PLANS PREPARER ZONE DATE DATE STAMPED Mill Creek 56.7-2 #6589 280-55(131) 7126/12 Samuels & Partners LLC Steelman Architects Your comments are appreciated by August 24, 2012. Thank you. Encls. ZONING BOARD OF APPEALS TOWN OF SOUTHOLD,NEW YORK Phone(631)765-1809 (631)765-9064 APPLICATION FOR SPECIAL EXCEPTION Application No. Date Filed: TO THE ZONING BOARD OF APPEALS,SOUTHOLD,NEW YORK: Applicant(s), Mill Creek Partners, LLC of Parcel Location: House No. 64300 Street Route 25 HamletGreenport Contact phone numbers: 631-484-97G3 SCTM 1000 Section 56 Block 07 Lot(s) 02 Lot Siza3 .2ACZone District M-II hereby apply to THE ZONING BOARD OF APPEALS for a SPECIAL EXCEPTION in accordance with the ZONING ORDINANCE,ARTICLE XIII ,SECTION2 8 0-5 5SUBSECTION B-1 for the following uses and purposes: Restaurant as shown on the attached survey/site plan drawn to scale. A. Statement of Ownership and Interest: Mill Creek Partners, LLC is(are)the owner(s)of property known and referred to as Mill Creek Inn & Marina - 64300 Rt . 25 Greenport, NY (House No., Street,Hamlet) identified on the Suffolk County Tax Maps as District 1000,Section 56 ,Block 07 Lot 02 ,and shown on the attached deed. The above-described property was acquired by the owner on I B. The applicant alleges that the approval of this exception would be in harmony with the intent and purpose of said zoning ordinance and that the proposed use conforms to the standards prescribed therefore in said ordinance and would not be detrimental to property or persons in the neighborhood for the following reasons: operating as a restaurant with C.O. since 1982 C. The property which is subject of this application is zoned MI I and[ I is consistent with the use(s)described in the CO(attach copy),or [ ] is not consistent with the CO being furnished herewith for the following reason(s): [ ]is vacant land. COUNTY OF SUFFOLK) STATE OF NEW YORK) (Signature) Sworn to before me this// �day of �V�U ,20 Z. (Notary Public) all"Pubi._, ;;tate ct view to,;_.. No. 01 R16042467 aWff eti in Suffolk County OOomtsalon Expires May 30, !OW Ad S A M U E L S S T E E L M A N July 26, 2012 Zoning Board of Appeals Town of Southold Town Hall Annex Building 54375 Main Road Southold, NY 11971 Re: Mill Creek Inn and Marina 64300 Route 25 Greenport, NY 11944 SCTM# 1000-56-7-2 Dear Board Members, We are submitting nine (9) sets of the following documents for a Special Exception for the above referenced project. 1. Check for $1200 2. Application To ZBA 3. Short Form Environmental 4. Questionnaire Form 6. Photographs 7. Transactional Disclosure Forms 8. Authorization 9. LWRP 10. Agricultural Data Statement 11. Copies of Previous ZBA Determinations & C.O.s 12. Copy of Cur!ent Building Permit 13. Survey by Hands On Surveyors 14. Drawings a. Site Plans b. Floor Plans c. Elevations ARCHITECFS 25235 MAIN ROAD CUTCHOGUE, NEW YORK 11935 (631) 734-6405 FAX(631)734-6407, If we can provide any additional information or answer any questions, please do not hesitate to call. Sincerely, SamueX and Steelman Architects anc t lman, R.A. 617.20 Appendix C State Environmental Quality Review SHORT ENVIRONMENTAL ASSESSMENT FORM For UNLISTED ACTIONS Only PART)-PROJECT INFORMATION To be completed b A licant or Project Sponsor) 1. APPLICANT/SPONSOR 2. PROJECT NAME 3. PROJECT LOCATION: I' Municipality LA County 4. PRECISE LOCATION(Street address and road intersections,prominent landmarks.etc.,or provide map) 64--Doo (z 4&-2� 7-2- IpQ� -n6- Grc�-)por+, 91 5. PROPOSED ACTION IS: Dq New C] Expansion Modiflation/afteration 6. D SCRIBsk�PROJ CT BRIEFLY: c�v�rcl DV�tYt�l01.1 op I�Q 4>Aky�'t r s Vjul VA ly- i'✓(AD 7. AMOUNT OF LAND AFFECTED: .J Initially .&( acres Ultimately . 85 acres 8. WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER EXISTING LAND USE ��R�ES�TIRIC IONS? E] Yes f9 No If No,describe briefly — VeQrta nCL ' i U 1► N�7, i'� a. 9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? 11 Residential ElIndustrial Commercial E]Agriculture El Park/ForesVOpen Space 01 Other Describe: rUrina- 10. DOES ACTION INVOLVE A PERMIT APPROVAL,OR FUNDING,NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (FEDERAL,STATE OR LOCAL)? ❑Yes jo No If Yes,list agency(s)name and permit/approvals: 11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? ®Yes No if Yes,list agency(s)name and pennit/approva : Toth �oc>! ✓o ick - � Pe. M f - BE9rk17��- e% ) o fe Gt-mow l�e-rml f 12. ASA RESULT OF PROPOSED ACTION WILL EXISTING PERMITIAPPROVAL REQUIRE MODIFICATION? Yes E No I CERTit T THE N RMA N PRO DED VE IS TRUE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: a Date: Signature: If the action is in the.Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment OVER 1 PART II - IMPACT ASSESSME o be completed by Lead Agency) 0 A. DOES ACTION EXCEED ANY TYPE I THRESHOLD IN 6 NYCRR,PART 617.4? If yes,coordinate the review process and use the FULL FAF. E]Yes E] No B. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR,PART 617.6? If No,a negative declaration may be superseded by another involved agency. MYes ❑ No C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING:(Answers may be handwritten.if legible) Ci. Existing air"Ilty,surface or groundwater quality or quantity,noise levels,existing traffic pattern,wild waste production or disposal, Potential for erosion,drainage or flooding problems? Explain briefly: C2. Aesthetk,agricultural,archaeological,historic,or other natural or Cultural resources;or community or neighborhood character?Explain briefly: C3. Vegetation or fauna,fish,shellfish or wildlife species,significant habitats,or threatened or endangered specks?Explain briefly. C4. A communitys existing plans Or goals as offidely adopted or a charge in use or intensity of use of land or other natural resources?Explain briefly. C5. Growth,subsequent development,or related activities likely to be induced by the proposed action?Explain briefly: C6. Long teen,short term,Cumulative,or Other effects not Identified in C1-05? Explain briefly: C7. Other impacts(including changes in use of either quantity or type of energy)? Explain briefly: D. WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL CHARACTERISTICS THAT CAUSED THE ESTABLISHMENT OF A CRITICAL ENVIRONMENTAL AREA(CEA)? Ely" No If Yes,explain briefly E. IS THERE,OR IS THERE LIKELY TO BE,CONTROVERSY RELATED TO POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS? Yes No if Yes,explain briefly: PART 111-DETERMINATION OF SIGNIFICANCE(To be completed by Agency) INSTRUCTIONS: Foreach adverse effect identillied above,determine whether it is substantial,large,important orotherv✓isesignificant. Each effect should be assessed in connection with its(a)setting(i.e. urban or rural);(b)probability of occurring;(c)duration; (d)irreversibility;(e) geographic scope;and(f)magnitude. if necessary, add attachments or reference supporting materials. Ensure that explanations contain sufficient detail to show that all relevant adverse impacts have been identified and adequately addressed. If question D of Part II was chocked yes,the determination of significance mustevaluate the potential impact of the proposed action on the environmental characteristics of the CFA Check this box if you have identified one or more potentially large or significant adverse impacts which MAY occur. Then proceed directly to the FULI EAF and/or prepare a positive declaration. ❑ Check this box if you havedetermined,based on the information and analysis above and any supporting documentation,that the proposed actionWIL NOT result in any significant adverse environmental impacts AND provide,on attachments as necessary,the reasons supporting this determination Name of Lead ency Date Print or y�Name m Lead Agency I Me of Responu r nature of onsible Uffic—er7n rM Agency Signature of Preparer(it different from responsible officer) QUESTIONNAIRE FOR FILING WITH YOUR Z.B.A. APPLICATION A. Is the subject premises listed on the real estate market for sale? ❑Yes E?No B. Are there any proposals to change or alter land contours? �n No ❑Yes,please explain on attached sheet. C. 1)Are there areas that contain sand or wetland grasses? Yes 2)Are these areas shown on the map submitted with this application? ye s 3)Is the property bulkheaded between the wetlands area and the upland building area? partially - (See Site Plan) 4)If your property contains wetlands or pond areas,have you contacted the office of the Town Trustees for its determination of jurisdiction? yes Please confirm status of your inquiry or application with the Trustees: pending approval and if issued,please attach copies of permit with conditions and approved map. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? yes E. Are there any patios,concrete barriers,bulkheads or fences that exist and are not shown on the survey map that you are submitting? no (Please show area of these structures on a diagram if any exist. Or state"none"on the above line,if applicable.) F. Do you have any construction taking place at this time concerning your premises? yes If yes,please submit a copy of your building permit and map as approved by the Building Department and describe: Renovations to an existing restaurant G. Do you or any co-owner also own other land close to this parcel? yes If yes, please label the proximity of your lands on your map with this application. H. Please list present use or operations conducted at this parcel Marina/restaurant and proposed use same xamp�4, .angle-family; proposed: same with garage or pool,or other description.) AfI1n orized§rgnature and Date 2/05; 1/07 fill 4F"I, flu X1111 ► r1ri rilill 7 - 4`s view lookirI no 7121-1 o-; 4"Si Rai n 10 • r Y i Ll 0 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOURNAME: Eugene Burger Mill Creek Partners LLC (Last name, first time, middle initial, unless you are applying in the name of someone else or other entity, such as a company. If so, indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Variance Change of Zone Approval of plat Exemption from plat or official map Other (If "Other", name the activity.) Building Trustee Coastal Erosion Mooring Planning Do you personally (or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest. "Business interest" means a business, including a partnership, in which the town officer or employee has even a partial ownership of (or employment by) a corporation in which the town officer or employee owns more than 5% of the shares. YES NO x If you answered "YES", complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Titre or position of that person Describe the relationship between yourself (the applicanUagent/representative) and the town officer or employee. Either check the appropriate line A) through D) and/or describe in the space provided. The town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply): A) the owner of greater than 5% of the shares of the corporate stock of the applicant (when the applicant is a corporation); B) the legal or beneficial owner of any interest in a non -corporate entity (when the applicant is not a corporation); C) an officer, director, partner, or employee of the applicant; or D) the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day of 200 _ Signature Print Nameu.rr. e,-- Form TS 1 U 0 APPLICAN VAGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The nurmse of this form is to provide information which can alert the town of Possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOURNAME: Nancy Steelman (Last name, first time, middle initial, unless you are applying in the time of someone else or other entity, such as a company. If so, indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Variance Change of Zone Approval of plat Exemption from plat or official map Other (If"Other", name the activity.) Building Trustee Coastal Erosion Mooring Planning Do you personally (or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest. "Business interest" means a business, including a partnership, in which the town officer or employee has even a partial ownership of (or employment by) a corporation in which the town officer or employee owns more than 5% of the shares. YES NO If you answered "YES", complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself (the applicant/agent/representative) and the town officer or employee. Either check the appropriate line A) through D) and/or describe in the space provided. The town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply): A) the owner of greater than 5% of the shares of the corporate stock of the applicant (when the applicant is a corporation); B) the legal or beneficial owner of any interest in a non -corporate entity (when the applicant is not a corporation); C) an officer, director, partner, or employee of the applicant; or D) the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted Z�i da Jo J 20012 Signatur Print Forth TS 1 E L LETTER OF AUTHORIZATION Mill Creek Partners, LLC P.O. Box 326 Cutchogue, NY 11935 631 734-5217 July 24, 2012 We hereby authorize Nancy Steelman of SAMUELS & STEELMAN ARCHITECTS to act as our agent in obtaining all permits required by SOUTHOLD TOWN, SUFFOLK COUNTY and NEW YORK STATE for the Renovations to the Mill Creek Inn and Marina located at 64300 Main Road (NY State Rt 25), Greenport, New York. SCTM # 1000-56-07-02. 1-7/,:) (,%i Burger, Managing Member Date 0 0 AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE THIS FORM: This form must be completed by the .applieant for any special use permit, site plan approv44 use variance, area variance or subdivision approval improperly within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name ofApplicant Appl�2. Address of Applicant: 3. Name of Land Owner (if other than App] 4. Address of Land Owner:_ 5. Description of Proposed Project: r>5 -p Qyl < 6. Location of Property: (road and Tax map 7. Is the parcel within 500`61: 1 of a farm operation? { } es No 8. Is this parcel actively farmed? { } Yes Qg No 9. Name and addresses of any owner(s) of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the'rown Assessor's Office (765-1937) or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS OA 3. 4. 5. 6. (Please use the back of this page if there are additional property owners) of Date Note: I. The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. No. ?AQ 97.1. ...... FORM NO. A TOWN Of SOUT44OLD BUILDING DEPARTMENT Office of the Buitdmg Impector Town }fait Southold, N.Y. Cer#f#icate OF Occupancy Date .... , flp-ri,i .29 .................. 198? . THIS CERTIFIES -that tim,buiiding ..... . ........................................... Location of -Property .;6425.0._._.......Mair.89p11.......GFB�PF.4rt...... House No. Street Hamlet Hamlet County,Tax {:lap No. 1000 Section ..056.. ..... Block .. _O7....... _ ..Lot _ ..¢42.......... . Subdivision ..... X.... . ............Filed Map No. 7C _ ....Lot No. . X...:....:. . conforms substantially to the Application for Building Permit heretofore filed in this office dated X .. 19 pursuant to which Building Permit No_ dated .......1C .................... 19 ... , was issued„and.conforms to all. of the requirements of the applicable provisitms of the taw. The occupancy for.which.this.certificate is issued. is .: �i. , .. , , .rt:,s.t,4-µparit.yii;th_additions & alterations as listed. ................. _ - Tnc._� ?he certificate is issued to ..:'. Al jan. Realty Corporation . of the aforesaid building. Suffolk County Department of Health Approval.. SPpES .P$$gi�T 190;., ,IdY_ , 013-0-5-21.A... Permit .No.02549, 1tIS** IJNDERWRrrE-RS CE=RTIFICATE NO.. _N -A 5899.$4 ............... .................... 'B.P. 10745 Z, 6/23/8.0 to eons.tr.uct roof .over .existing deck 1-0717-Z,-6/10/80 to cons.truct laundry room addition to existing restaurant I K 1102.1 Z.-, 1/2618.1 to -make a:lteratiolT, to kitcttan A restaurant facilities s Building Inspector ala Permit To Operate A Service Food Establishment R - Val a ALT 0 FORM Mo,. 4 TOWN OF SOUTHOLD BU=NG DEPARTMENT office of the Building Inspector Town Rall Southold, N -Y - No Z-23718 Date June 21, 1995 THIS CERTIFIES that the building ACCESSORY Location of Property 643GO ffiM ROAD GIEMEiPORE• N'Y'- House so. Street Hamlet County Tax Map No. 1000 Section 56 Block 7Lot_ Subdivision Filed Map No.. Lot No. conforms substantially tv the Application for Building Permit heretofore, filed in this office dated MAY 10 1995 pursuant to which Building Permit No. 22845-Z dated JUNE 21, 1945 was issued, and conforms- to all of the requirements of the applicable provisions of the law. The occupancy for which. this certificate is issued E AS The certificate is issued to RD'Y J. SCHGEMUMAR (ownex) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A' UNDERWRITERS CERTIFICATE NO. N/A' PLUMBERS CERTIFICATION DATED N/A Rev. 1/al J''sFai r`` TOWN OF SOUTHOLD �V, cO ' BUILDING DEPARTMENT d TOWN CLERK'S OFFICE �y SOUTHOLD,NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36485 _ Date: 6/17/2011 Permission is hereby granted to: 64300 MAIN RD. SOUTHOLD LLC C/O SILVERSTONE PROPERTY NEW YORK, NY 10022 To: CONSTRUCTION OF A NEW RESTAURANT BUILDING WITH ATTIC STORAGE ONLY PER DEC, TRUSTEES, SCHD W/ FLOOD PERMIT/COMPLIANCE AE(8) - REPLACES PERMIT #32599 At premises located at: 64300 MAIN RD GREENPORT, N.Y. 11944 SCTM # 473889 S®c/Block/Lot # 56.-7-2 Pursuant to application dated 6/17/2011 and approved by the Building Inspector. To expire on 12/1612012. JaMeS lhninO. Jr.O JVU WtU. ivcw j1wa i i7 r 1 Robert A. Willa y,�pl. Fax (516) 765-1823 Lydia A. Toreora 91 �� Telephone (516) 765-1509 BOARD OF APPEALS TOWN OF SOLrMOLD ACTION OF .THE BOARD OF APPEALS DATE OF ACTION: dune 7, 1995 ADPL. #4313. APPLICANT: ROY SCHOENHAAR. LOCATION OF PROPERTY. 64300 Main Road, Greenport NY COUNTY TAX MAP DISTRICT 1000, SECTION 56, BLOCK 7, LOT 2. BASIS OF APPEAL Notice of .Disapproval issued by the Buiidine Ili a rear 4ara PROVISIONS APPEALED FROM: Article XII, Section 100-122 (ref. Article III, Section 100-33) . RELIEF REQUESTED: 12' by 18` existing shed (with, plumbing near refrigeration -c ooleralso encroaching side yard setback) located as shown on the survey map dated .duly 9, 1984 prepared by Roderick VanTuyl, P.C. , a distance of between 2.5 and 4.0 feet from the westerly property line "as exists." MOTION MADE BY: Robert A. Villa, Member SECONDED BY: Gerard P. Goehringer, Chairman ACTION/RESOLUTION ADOPTED: Granted as eidsts REASONS/FINDINGS: No alternative location is available due to basin and limited upland area; present location is not unreasonable because it is very close to rear yard where accessory uses are required. VOTE OF THE BOARD: Ayes: Serge J. Doyen, Member Robert A. Villa, Member Lydiw.A. Tcrtki Qi . Member dames Dinizio, Member. Gerard P. Goehringer, Chairman RECEIVE? AND FILED BY THE SOU -111< -)LD TOWN C GERARD P. DATE 6, /,F -9a HoIM R;.3o • Town Clerk, Tc;.n :. c.ic'_o:d APPEALS BOARD MARS Gerard P. Goehringer, Chairman Ruth D. Oliva James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman http://southoldtown.northfork.net Mailing Address: Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, North Fork Ban 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 8, 2009 ZBA # 6150 - SOUTHOLD PROPERTIES LLC, PRINCIPI PROPERTIES PROPERTY LOCATION: 64300 Route 25 (a/k/a Main Road, formerly Mill Creek Inn), Greenport CTM 56-7-2 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 1414 to 23 and the Suffolk County Department of Planning issued its reply dated May 28, 2008 stating that this application is considered a matter for local determination as there appears to be no significant county -wide or inter - community impact. PROPERTY FACTS/DESCRIPTION: The subject parcel consists of 131,062 square feet or 3.009 acres with 177 feet fronting on Peconic Bay and 68.75 feet along the Main Road_ The parcel is improved with a restaurant (under construction) and existing boat basin and is located in the M -II Marine Zone District as described on the survey by Hands on Surveying, Martin D. Hands, L.S. dated December 3, 2004. BASIS OF APPLICATION: Requests for Variances under Sections 280-56 and 280-116B, based on the applicant's request for a building permit and the Building Inspector's amended December 4, 2008 Notice of Disapproval concerning as -built construction set back less than 25 feet from the westerly side lot line and proposed deck construction at less than 75 feet from the bulkhead adjacent to tidal water Page 2 of 5 — Ja* 8, 2009 • ZBA #6150 — Southold Properties LLC, Principi Properties CTM 56-7-2 LWRP DETERMINATION: A Letter from the Town LWRP Coordinator was submitted confirming inconsistency under Chapter 268; Policy 6, Waterfront Consistency Review of the Town of Southold Code and the Local Waterfront Revitalization Program (LWRP) standards. The newly constructed restaurant was rebuilt. on the footprint of a pre-existing non -conforming restaurant with minimal setbacks from the bulkhead (boat basin) along Peconic Bay. In MII zones the 75' setback recommended in Section 268 Policy 6.3 is difficult if not impossible to achieve. In so far as the new exterior deck and ramp construction will enhance the enjoyment of the restaurant on this waterfront, the decks are consistent with LWRP policy since the runoff will be controlled by a drainage infrastructyre signed by John Condon, P.E. and which must be designed to be consistence with the Town's Drainage Code and other agency codes. It is noted that all of the land is developed in proximity to the decks, noting the walkway and bulkhead construction that exists on the seaward side of the new decks. The applicant will meet Policy 6.31) by providing adequate buffers to protect the waterfront area, as well following procedures to meet other codes, and this will allow a balancing of the code policies to allow the proposed access and continued use. RELIEF REQUESTED: The applicant requests variances for: 1. An one-story extension on a crawl space to the west side of the building with a 4.4 ft. side yard setback, 2. Deck. on the seaward easterly side of the building with +/- LT, 124, and 22.9' setbacks from the bulkhead, and 3. Deck on the seaward westerly side of the building with 2.2 feet and 18.7 feet from the bulkhead, and 8.6 feet from the westerly side yard set back at the closest point, all as shown on the 9/30/2008 as -built topographical site survey map prepared by Martin D. Hand, L.S. and the attached detail showing the proposed westerly deck (stamped received by the Board of Appeals December 2, 2008). ADDITIONAL INFORMATION: The Building Department issued a building permit (#32599) which included the storage addition that replaces a previously existing shed and cooler. After the exterior shell of the building was completed, the Building Inspector determined that the permit was issued in error and issued a Stop Work Order. The applicant and the Building Inspector agreed that the applicant would apply for a variance and continue work on the rest of the building in lieu of a challenge to the legality of the Stop Work Order. Page 3 of 5—Jaa*B, 2009 • ZBA #6150 —Southold Properties LLC, Principi Properties CTM 56-7-2 REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law &267-b(3)(b)(3)(1). Grant of the variance for the as -built westerly extension will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The extension replaces a previously existing attached shed, concrete pad and walk in cooler that was on the property with virtually no setback for many years prior to the applicant's acquisition of the property. The ZBA previously granted a variance for a shed (Appeal No: 4313). located at 2.5' to T from the westerly side line. This shed has been removed and the as -built extension is much more attractive and increases the side yard to 4:5'. Grant of the variance for the setbacks from the bulkhead for both the east and westerly decks will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties because the decks will not be visible from the landward sides of the property), are open decks constructed at the same elevation as the first floor of the restaurant, and have the same or greater setbacks from the bulkhead as the restaurant. The decks will enhance the use of the waterfront and are important to the restaurant's operation. Grant of the 8.6' side yard setback at the closest point for the westerly deck will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties with the conditions noted below. 2. Town Law &267-b(3)(h)(2)The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. .There are no other locations available for the westerly extension other than the previous shed location permitted under Zoning Appeal 4313. The only practical location for exterior decks is on the seaward side of the restaurant 'for accessible outdoor purposes which are non -conforming and not permitted without a variance. 3. Town Law 6267-b(3)(b)(3) The variance for the as -built extension is not substantial insofar as it replaces an attached shed in the same location, while increasing the side yard setback. The variances for the partially framed and proposed decks are substantial in relation to the setback requirements of the code. 4. Town Law 6267-b(3)(b)(5) The difficulty has not been self-created. It results from the location of the pre-existing and reconstructed restaurant and bulkhead. Page 4 of 5 — Jan* S, 2009 • ZBA #6150 — Southold Properties LLC, Principi Properties CTM 56-7-2 5. Town Law 8267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. There are other compatible Marine uses in the area with similar nonconforming setbacks from their buildings and structures. The restaurant and boat basin have existed in this location for many years without creating adverse impacts. The proposed decks have no foundation and will be built on 12' sono -tubes at 4 feet below grade to avoid land disturbance close to the bulkhead. 6. Town Law $267-b. Grant of the relief as applied for on the proposed westerly deck, the partially framed easterly deck and the as built westerly extension are the minimum actions necessary and adequate to enable the applicant to enjoy the benefit of a functional restaurant with outdoor dining, while preserving and protecting the character of the neighborhood and the health; safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York flown Law 267-B, motion was offered by Member Weisman, seconded by Chairman Goehringer, and duly carried, to > GRANT the variances as applied for as shown on the drawing by Mark Schwartz, AIA Architect, labeled let Floor Plan, Sheet Number A-4 dated May 2, 2008 and as amended on the 9/30/2008 as -built topography map prepared by Martin D. Hand, L.S. and the attached .detail showing the proposed westerly deck, stamped received by the Board of Appeals December 2, 2008, subject to the following Conditions: 1. Both the easterly and westerly decks shall remain unheated and open to the sky, and 2. A line of evergreen trees at least five feet (5') high and three feet (3) apart - on center - shall be planted and continuously maintained to provide privacy screening along the westerly property line for approximately 28 linear feet extending from the bulkhead to the north end of the westerly deck. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicants diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action Page 5 of 5 — JAY g, 2009 • ZBA #6150 - Southold Properties LLC, Principi Properties CTM 56-7-2 does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes. Members Goehringer (Chairman), Oliva, Dinizio, Simon and Weisman. This Resolution was duly adopted (5-0). P. Goehringer, Chairm 1//2-/2009 ;d for Filing 0 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the -Town of-Southold's website (southoldtown.northfork.net), the Board of Trustees Offices the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION JUL 2 % 2012 SCTM# 56 - 07 _ 02 -� r The Application has been submitted to (check appropriate response): Town Board ® Planning Dept. © Building Dept. 11 Board of Trustees 0 Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital 0 construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: Renovations to an exist Restaurant & Marina Site Improvements to include: New Gravel Parking Areas;Underground Utilites•Site Lighting;New Dockmaster/Marina Building•New Landscaping; New Low sill bulkhead, revetment, floating docks, basin/channel dredging. 6 6 Location of action: 64300 Main Road (rt 2 5) Greenport, NY Site acreage: 142,441 Sq. Ft. = 3.27 AC Present land use: Restaurant & Marina Present zoning classification: M-2 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Mill Creek Partners, LLC (b) Mailing address: P Cutchogue, NY 11935 (c) Telephone number: Area Code ( ) 734 - 5217 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No ❑x If yes, which state or federal DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III — Policies; Page 2 for evaluation criteria. Yes No ❑ (Not Applicable - please explain) T e site is located on Southold Bay and is in an area that has several Restaurants and Marinas. This site has been used for that purposed for sevpral dpradpR The improvements to the site and marina will cantinue x Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III — Policies Pages 3 through 6 for evaluation criteria © Yes F� No ❑ (Not Applicable — please explain) Th a no hi to -1 0 -r h olog' -1 s r,>r s on the�nrope�rty Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ® Yes © No 0 (Not Applicable - please explain) The existing restaurant will be maintained as constructed with minor improvemer All utilitarian and mechanical equipment will be screened with privacy fencing and evergreen screening. The architectural style of the building _matches other architectural styles in the area The addition of landscaping, Road Corridor. NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria Yes R No 2 (Not Applicable - please explain) All rainwater runoff on developed portions of the site, will be retained on site with the use of underground drywells for both the parking area and roof areas. Driveway and parking areas will slope away from the marina to present Y nin Off 'ntn f-1 h gjji f nary, cti n of a new bulkhead At rh nort "lie extsctng restaurant. The low- 1 bulkheads & revetuients wtil prevent Attachadditionalsheet ifnecessary further erosion of the marina basin. Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III — Policies Pages 16 through 21 for evaluation criteria © Yes E No 11 (Not Alicable - please explain) All rainwater runoff Tom the proposed addition will be retained on site with the use of underground drywells The existing sanitary system meets current Suffolk Counry Dept of Health S rvi s standards for Sanitary waat-e cater The p? a ergs is ri wi t -h n„ihl n * from Suffolk Countv. Attach additional sheets Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife habitats and wetlands. See LWRP Section III — Policies; Pages 22 through 32 for evaluation criteria. 0 Yes ©No © (Not Applicable —please explain) No development will take place in the "protected" or natural indigenous environment. 6 0 Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. See Section III — Policies Pages; 34 through 38 for evaluation criteria. ® Yes ❑ No ❑ (Not Applicable – please explain) The restaurant will meet all required kitchen exhaust requirements. All construction vehicles will meet the federal s andard for air pollution Q^p� llutTh e hanirystems f= t -h addition 1411 —t -the fede l air oion sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III — Policies; Pages 34 through 38 for evaluation criteria. ® Yes ❑ No ❑ (Not Applicable – please explain) The construction and the use of the restaurant/marina will make use of the town's disposal and recycling center. All wastewater "sanitary" will be discharged into an approved SCDHS sanitary system. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III – Policies; Pages 38 through " for evaluation criteria. ❑ YeLl No ® (Not Applicable – please explain) No public land involved. Littoral access unimpeded. Attach additional sheets if necessary WORKING COAST POLICIES 4 6 Policy 10. Protect Southold's water -dependent uses and promote siting of new water -dependent uses in suitable locations. See LWRP Section M — Policies; Pages 47 through 56 for evaluation criteria. © Yes ❑ No ❑ (Not Applicable — please explain) The renovations of the existing marina will allow this water dependent use to continue into the future. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III — Policies; Pages 57 through 62 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable — please explain The marina will be working to i)romote sustainable use of living marine y iQQMpl�cLxy with the Green D4ar-ina Init iati—a Tbi s Will to protect the Ma=ina and the bary, and bY edtlCat-±� boat owrmrs of tire importance of protect a natural environment while on the water. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria ❑ Yes ❑ No © Not Applicable — please explain The property is not in an agricultural area. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III — Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ❑ Not Applicable — please explain for The 11 standards energy "enercry Star Program" and will use "New York State enerav conservation and construction code" for construction of the new addition. I 441 -1 J,�, PrepareQ/ Title *2:kjtL'.L7 Date 7/24/12 WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, July 9, 2012 4:00 p.m. Southold Town Meeting Hall 3:30 p.m. Executive Session 4:00 p.m. Applications 5:30 p.m. Review Public Meeting Agenda a OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY 11971 o Pal t a-- i(De, S�, L MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 Telephone: 631 765-1938 Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD I�I��[0]:L•1'LlI_1VLTA 1 To: Don Wilcenski, Chair Town of Southold Planning Board From: Mark Terry, Date: July 5, 2012 Principal Planner LWRP Coordinator Re: Proposed Site Plan for Mill Creek Marina LLC SCTM# 1000-56.-7-2 Zoning District M -II ja - 6 2012 This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel in the M -II Zoning District, Greenport. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department and the information available to me, my recommendation is that the proposed action existing 50 slip marina & 8.989 s.f. restaurant, parking areas and site drainage is CONSISTENT with the LWRP. The program supports the marina use in the area known as Mill Creek through policies 10.1 and 10.3. 10.2 Promote Mattituck Inlet and Creek, Mill Creek and the Village of Greenport as the most suitable locations for water -dependent uses within the Town of Southold. Mattituck Inlet and Creek, identified by the state as a regional Maritime Center, and the Village of Greenport are the primary focus of maritime activity within the Town of Southold. Give water -dependent development precedence over other types of development at suitably zoned waterfront sites within Mattituck Inlet and Creek and the Village of Greenport. A. Ensure that public actions enable Mattituck Inlet, Mill Creek and the Village of Greenport to continue to function as centers of water -dependent uses. It is recommended that the Board require indigenous, drought tolerant plants in landscaping to reduce the need to irrigate and fertilizer application. Specifically, identify the large ornamental grasses proposed on the plans. The proposed location sanitary system for the Marina/Dock Master building is INCONSISTENT with the below listed policies. 5.1 Prohibit direct or indirect discharges that would cause or contribute to contravention of water quality standards. C. Ensure effective treatment of sanitary sewage and industrial discharges by: 8. providing and managing on-site disposal systems: b. protect surface and groundwater against contamination from pathogens and excessive nutrient loading by keeping septic effluent separated from groundwater and by providing adequate treatment of septic effluent, C. encourage the evaluation and implementation of alternative or innovative on-site sanitary waste systems to remediate on-site systems that currently do not adequately treat or separate effluent, d. encourage the use of alternative or innovative on-site sanitary waste systems where development or redevelopment of grandfathered parcels would otherwise increase the level of negative impacts on ground or surface waters, including wetlands. 5.4 Limit the potential for adverse impacts of watershed development on water quality and quantity. A. Protect water quality by ensuring that proposed expansion or intensification of existing watershed development results in: 1. protection of areas that provide important water quality benefits B. Limit the individual impacts associated with development to prevent cumulative water quality impacts which would lead to a failure to meet water quality standards. 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions. The septic tank is located 89+ feet from the freshwater wetland to the east and 36+ feet to the tidal wetlands to the west. The leaching pools are located 86 feet from the freshwater wetland to the east and 31+ feet to the tidal wetland to the west. The proposed location does not meet required Chapter 275 setbacks (below). D. Setbacks. [Amended 10-11-2005 by L. L. No. 17-2005] (1) The following minimum setbacks apply to any and all operations proposed on residential property within the jurisdiction of the Board of Trustees: (a) Wetland boundary. [3] Sanitary leaching pool (cesspool): 100 feet. [4] Septic tank: 75 feet. It is recommended that wastewater resulting from the dock master building bathrooms be disposed of via a connection with the existing sanitary system landward of the Restaurant Building. Cc: Brian Cummings, Planner New York State Department of Environmental Conservation Notice of Incomplete Application - This is NOT a Permit Applicarton ID: 1-4738-03462/00006 Barch Number: 693742 Facility: MILL CREEK INN & MARINA 64300 MAIN RD (RTE 25) - 450' W/O DOLPHIN DP4SCTM1000-56-7-2 SOUTHOLD, NY 11971 Contact: SUFFOLK, ENVIRONMENTAL CONSULTING INC Owner ID: 1474064 PO BOX 2003 BRIDGEHAMPTON, NY 11932-2003 Permit(s) Appliedfor: 1 Section 401 - Clean Water Act Water Quality Certification 1- Article 25 Tidal Wetlands 1 - Article 15 Title 5 Excavation & Fill is Navigable Waters Project Location.; in SOUTHOLD in SUFFOLK COUNTY Your application for Permit is incomplete. The following items are required: 1) Project plans. Submit 4 copies Additional Information: Please revise the project plans dated March 13, 2012 as follows: (1) Eliminate the new septic system proposed for the Dock Master, Building. Standards for this structure cannot be met. Consider using the system already installed for the main building. This aspect of your proposal does not appear to be reasonable or necessary. (2) Replace the proposed westerly 50 linear feet of rip -rap with a low sill bulkhead Instead of extending the rip -rap out into the vegetated wetland, return the low sill bulkhead landward to meet the rip -rap at the bank. This should provide erosion protection to the inter -tidal marsh without cutting off tidal flow as the rip -rap may. (2) replace JUN 2 7 2012 Please submit requested Wornsa ion bap, No further action can be taken until aU of these • a Contact Person: Sign JOHN A WIELAND . NYSDBC Date: SUNY ® STONY BROOK�50 CIRCLE RD STONY BROOK, NY 11790 TelephoneNamber: (63 1) 444-0359 4 TO/T0 39Cd SlIWd3d TJ 03GSAN 09£0-pot-TC9 TZ:ST ZTOZ/9Z/90 9 • 0 MAILING ADDRESS: PLANNING BOARD MEMBERS ppF so P.O. Box 1179 DONALD J. WILCENSKIh Southold, NY 11971 Chair .1L .IL T T OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex KENNETH L. EDWARDS JAMES H. RICH IIIA i% Q �� 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) MARTIN H. SIDOR COW Southold, NY Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Brian Cummings, Planneitc� Date: June 26, 2012 Re: Site Plan for Mill Creek Inn & Marina 64300 NYS Route 25,424' west of Dolphin Drive, Greenport SCTM#1000-56-7-2 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel and proposed parking on a 4.74 acre adjacent parcel (56.-7-4.1) in the M -II Zoning District. Thank you for your cooperation. Encls: Site Plan • • Stjbf S A M U E L S& S T E E L M A N June 28, 2012 Mr. Brian Cummings Planning Board Town of Southold Town Hall Annex 54375 Route 25 Southold, NY 11971 Re: Site Plan Approval Mill Creek Inn & Marina 64300 Route 25 Greenport, NY 11944 SCTM # -1000-56-07-02 Dear Mr. Cummings, JUN 2 6 1W As requested, we are submitting two (2) sets of the Phase 2 - SWPPP and a copy of the DEC General Permit application for the above referenced project. The drawings submitted are for the entire project as submitted for Site Plan Approval. Previously, a Phase 1 - SWPPP was submitted for the bulkhead work currently under construction at the northern edge of the Marina. If we can answer any questions or provide any additional information, please do not hesitate to call. Samuelo(and Steelman Architects ,, Mill reek Partners. \a(Iuu(lS S'i] ,MAIN ROAI) ((11( H(AA IF, NK1/)OHI) II') I(, S 1 V l4-640-, FAVI(, 1I ; 14 Lan, 0 I 1358331598 NOTICE OF INTENT 0 7 New York State Department of Environmental Conservation _ Division of Water _ 14W625 Broadway, 4th Floor NYREEF-EF-❑5 Albany, New York 12233-3505 "o` DEC use only' Stormwater Discharges Associated with Construction Activity Under State Pollutant Discharge Elimination System (SPDES) General Permit # GP -0-10-001 All sections must be completed unless otherwise noted. Failure to complete all items may result in this form being returned to you, thereby delaying your coverage under this General Permit. Applicants must read and understand the conditions of the permit and prepare a Stormwater Pollution Prevention Plan prior to submitting this NOI. Applicants are responsible for identifying and obtaining other DEC permits that may be required. -IMPORTANT- RETURN THIS FORM TO THE ADDRESS ABOVE OWNER/OPERATOR MUST SIGN FORM Owner/Operator Information CONSULTANT Ci Name State Zip I'7NY 1; 1 913 5- L J Phone (Owner/Operator) Fax (Owner/Operator) 63 1- F7F374-572 177 6 3 1- 7 3 4- FED TAX ID M- ,_ (not required for individuals) L Page 1 of 10 J 0 I 1863331599 rt Project Site Information Name Street Address (NOT P.O. Side of Street O North *South O East O West State Zip County DEC Re ion .N Y 1 1 9 44 -�J S U F F 0 L K 1 Name of Nearest Cross Street Distance to Nearest Cross Street (Feet) 5 0 0 Tax Map Numbers Section -Block -Parcel 1;0 0 0- 5 6- 0 7- 0 2 Project In Relation to Cross Street O North O South O East • West Tax Map Numbers 1. Provide the Geographic Coordinates for the project site in NYTM Units. To do this you must go to the NYSDEC Stormwater Interactive Map on the DEC website at: www.dee.ny.gov/imsmaps/sto=water/viewer.htm Zoom into your Project Location such that you can accurately click on the centroid of your site. Once you have located your project site, go to the tool boxes on the top and choose "i"(identify). Then click on the center of your site and a new window containing the X, Y coordinates in UTM will pop up. Transcribe these coordinates into the boxes below. For problems with the interactive map use the help function. X Coordinates (Eastin ) 7 1 1 8 75 3 O New Construction Y Coordinates (Northin ) 4 5 5 0 7 4 1 5 O Redevelopment with increase in imperviousness O Redevelopment with no increase in imperviousness LPage 2 0£ 10 1 9 I 7387331596 3. Select the predominant land use for both pre and post development conditions. SELECT ONLY ONE CHOICE FOR EACH Pre -Development Existing Land Use O FOREST O PASTURE/OPEN LAND O CULTIVATED LAND O SINGLE FAMILY HOME O SINGLE FAMILY SUBDIVISION O TOWN HOME RESIDENTIAL O MULTIFAMILY RESIDENTIAL O INSTITUTIONAL/SCHOOL O INDUSTRIAL 0 COMMERCIAL O ROAD/HIGHWAY O RECREATIONAL/SPORTS FIELD O BIKE PATH/TRAIL O LINEAR UTILITY O PARKING LOT O OTHER =1-=T Post -Development Future Land Use O SINGLE FAMILY HOME Number of Lots O SINGLE FAMILY SUBDIVISION O TOWN HOME RESIDENTIAL O MULTIFAMILY RESIDENTIAL O INSTITUTIONAL/SCHOOL O INDUSTRIAL • COMMERCIAL O MUNICIPAL O ROAD/HIGHWAY O RECREATIONAL/SPORTS FIELD O BIKE PATH/TRAIL O LINEAR UTILITY (water, sewer, gas, etc O PARKING LOT O CLEARING/GRADING ONLY O DEMOLITION, NO REDEVELOPMENT O WELL DRILLING ACTIVITY *(Oil, Gas, etc O OTHER *note: for gas well drilling, non -high volume hydraulic fractured wells only 4. Will future use of this site be an agricultural property as defined impervious area (acreage)within by the NYS Agriculture and Markets Law ? Acreage To O Yes • No 5. Is this a project which does not require coverage under the General Permit (e.g. Project done under an Individual SPIES Permit, or O Yes *No department approved remediation)? 6. Is this property owned by a state authority, state agency, federal government or local government? O Yes *No 7. In accordance with the larger common plan of development or sale, enter the total project site acreage, the acreage to be disturbed and the future impervious area (acreage)within the disturbed area. Round to the nearest tenth of an acre. Total Site Acreage To Existing Impervious Future Impervious Acreage Be Disturbed Area Within Disturbed Area Within Disturbed 8. Do you plan to disturb more than 5 acres of soil at any one time? O Yes • No 9. Indicate the percentage of each Hydrologic Soil Group(HSG) at the site. L! 01% Hol % C D 110 0 °'o LL LO]% Page 3 0£ 10 1 F9155331591 10. Is this a phased project? O Yes • No Start Date End Date 11. Enter the planned start and 1 0 0 1 2 0 1 2' — 0 6 3 0 2 0 1 3 end dates of the disturbance '12. Identify the nearest, natural, surface waterbody(ies) to which construction site runoff will discharge. 12a. Type of waterbody identified in Question 12? 0 Wetland / State Jurisdiction On Site (Answer 12b) O Wetland / State Jurisdiction Off Site O Wetland / Federal Jurisdiction On Site (Answer 12b) O Wetland / Federal Jurisdiction Off Site O Stream / Creek On Site O Stream / Creek Off Site O River On Site O River Off Site 12b. How was the wetland identified? O Lake On Site O Regulatory Map O Lake Off Site 0 Delineated by Consultant O Other Type On Site ()Delineated by Army Corps of Engineers O Other Type Off Site O Other (identify) 13. Has the surface waterbody(ies) in question 12 been identified as a segment in A ? O Yes ® No 303(d) se gm Appendix E of GP -0-10-001. 4. Is this project located in one of the Watersheds identified in Appendix C of GP -0-10-001? O Yes ! No 15. Is the project located in one of the watershed areas associated with AA and AA -S classified waters? If no, skip question 16. O Yes ® No LPage 4 of 10 J F6222331593 16. Does this construction activity disturb land with no existing impervious cover and where the Soil Slope O Yes 0 No Phase is identified as an E or F on the USDA Soil Survey? If Yes, what is the acreage to be disturbed? 17=•11 17. Will the project disturb soils within a State regulated wetland or the protected 100 foot adjacent • Yes O No area? 18. Does the site runoff enter a separate storm sewer system (including roadside drains, swales, ditches, O Yes • No O Unknown culverts, etc)? 19. What is the name of the municipality/entity that owns the separate storm sewer system? 20. Does any runoff from the site enter a sewer classified as a Combined Sewer? O Yes 0 No O Unknown 21. Has the required Erosion and Sediment Control component of the SWPPP been developed in conformance with the current NYS • Yes ONO Standards and Specifications for Erosion and Sediment Control (aka Blue Book) ? 22. Does this construction activity require the development of a SWPPP that includes Water Quality and Quantity Control O Yes *No components (Post -Construction Stormwater Management Practices) (If No, skip questions 23 and 27-35) 23. Have the Water Quality and Quantity Control components of the SWPPP been developed in comformance with the current NYS O Yes ONO Stormwater Management Design Manual ? L Page 5 of 10 J 0 I 4262331595 0 24. The Stormwater Pollution Prevention Plan (SWPPP) was prepared by: O Professional Engineer (P.E.) O Soil and Water Conservation District (SWCD) O Registered Landscape Architect (R.L.A) O Certified Professional in Erosion and Sediment Control (CPESC) O Owner/Operator • Other Contact Name (Last Address State Zi NY 1 1 9 3 5 -� Phone 6 3 Tl- 7 F374- 6 4 0 5 SWPPP Preparer Certification L Fax 6 3 1- F7 73 4- 6 4 0 7 I hereby certify that the Stormwater Pollution Prevention Plan (SWPPP) for this project has been prepared in accordance with the terms and conditions of the GP -0-10-001. Furthermore, I understand that certifying false, incorrect or inaccurate information is a violation of this permit and the laws of the State of New York and could subject me to criminal, civil and/or administrative proceedings. First Name MI NAN CY _I TT 11 ALastN� M A N e Date Page 6 0£ 10 K J 0 F5911331597 E 25. Has a construction sequence schedule for the planned management practices been prepared? • yes O No 26. Select all of the erosion and sediment control practices that will be employed on the project site: Temporary Structural O Check Dams e Construction Road Stabilization 0 Dust Control O Earth Dike O Level Spreader O Perimeter Dike/Swale O Pipe Slope Drain O Portable Sediment Tank O Rock Dam O Sediment Basin O Sediment Traps ® Silt Fence S Stabilized Construction Entrance O Storm Drain Inlet Protection 0 Straw/Hay Bale Dike O Temporary Access Waterway Crossing O Temporary Stormdrain Diversion O Temporary Swale e Turbidity Curtain O Water bars Biotechnical O Brush Matting O Wattling Other Vegetative Measures O Brush Matting O Dune Stabilization O Grassed Waterway 0 Mulching ® Protecting Vegetation O Recreation Area Improvement ® Seeding O Sodding O Straw/Hay Bale Dike O Streambank Protection O Temporary Swale O Topsoiling O Vegetating Waterways Permanent Structural O Debris Basin O Diversion O Grade Stabilization Structure ® Land Grading O Lined Waterway (Rock) O Paved Channel (Concrete) O Paved Flume ® Retaining Wall ® Riprap Slope Protection O Rock Outlet Protection O Streambank Protection 7 L 0!W S I L L B U L K1H E AID L LPage 7 of 10 I 0199331590 0 0 Water Quality and Quantity Control Important: Completion of Questions 27-35 is not required if response to Question 22 is No. Post -Construction Stormwater Management Practices 27. Indicate all Stormwater Management Practice(s) that will be installed/constructed on this site: Ponds O Micropool Extended Detention (P-1) O Wet Pond (P-2) O Wet Extended Detention (P-3) O Multiple Pond System (P-4) O Pocket Pond (P-5) Filtering O Surface Sand Filter (F-1) O Underground Sand Filter (F-2) O Perimeter Sand Filter (F-3) O Organic Filter (F-4) O Bioretention (F-5) O Other Alternative Practice O Rain Garden O Cistern O Green Roof O Stormwater Planters O Permeable Paving (Modular Block) i.-,, -I- O Shallow Wetland (W-1) O Extended Detention Wetland (W-2) O Pond/Wetland System (W-3) O Pocket Wetland (W-4) Infiltration O Infiltration Trench (I-1) O Infiltration Basin (I-2) O Dry Well (I-3) O Underground Infiltration System Open Channels O Dry Swale (0-1) O Wet Swale (0-2) Verified Proprietary Practice O Hydrodynamic O Wet Vault O Media Filter 28. Describe other stormwater management practices not listed above or explain any deviations from the technical standards. 29. Has a long term Operation and Maintenance Plan for the post -construction stormwater management practice(s) been O Yes O No developed? If Yes, Identify the entity responsible for the long term Operation and Maintenance Page 8 of 10 J I 2994331595 0 30. Provide the total water quality volume required and the total provided for the site. WQv Required WQv Provided F—F7.�acre-feet = - =acre-feet 31. Provide the following Unified Stormwater Sizing Criteria for the site. Total Channel Protection Storage Volume (CPv) - Extended detention of post -developed 1 year, 24 hour storm event CPv Required CPv Provided =-=acre-fset ='=acre-feet 31a. The need to provide for channel protection has been waived because: O Site discharges directly to fourth order stream or larger Total Overbank Flood Control Criteria (Qp) - Peak discharge rate for the 10 year storm Pre -Development �. CFS Post -development FT7'= CFS Total Extreme Flood Control Criteria (Qf) - Peak discharge rate for the 100 year storm Pre -Development = .= CFS Post -development • =CFS 31b. The need to provide for flood control .has been waived because: O Site discharges directly to fourth order stream or larger O Downstream analysis reveals that flood control is not required IMPORTANT: For questions 31 and 32, impervious area should be calculated considering the project site and all offsite areas that drain to the post -construction stormwater management practice(s). (Total Drainage Area = Project Site + Offsite areas) 32. Pre -Construction Impervious Area - As a percent of the Total O Drainage Area enter the percentage of the existing impervious 77 O areas before construction begins. 33. Post -Construction Impervious Area - As a percent of the Total'. Drainage Area, enter the percentage of the future impervious areas O that will be created/remain on the site after completion of O construction. 34. Indicate the total number of post -construction stormwater m management practices to be installed/constructed. 35. Provide the total number of stormwater discharge points from m the site. (include discharges to either surface waters or to separate storm sewer systems) LPage 9 of 10 1 • 3484331590 36. Identify other DEC permits that are required for this project. DEC Parini to O Air Pollution Control O Navigable Waters Protection / Article 15 O Coastal Erosion O Water Quality Certificate O Hazardous Waste O Dam Safety O Long Island Wells O Water Supply O Mined Land Reclamation O Freshwater Wetlands/Article 24 O Other SPDES 0 Tidal Wetlands O Solid Waste O Wild, Scenic and Recreational Rivers O None O Stream Bed or Bank Protection / Article 15 O Other I I I I I I I I I I I I 37. Does this project require a US Army Corps of Engineers Yes O No Wetland Permit? 40 If Yes, Indicate Size of Impact. E =•[] 38. Is this project subject to the requirements of a regulated, traditional land use control MS4? O Yes 0 No (If No, skip question 39) 39. Has the "MS4 SWPPP Acceptance" form been signed by the principal executive officer or ranking elected official and submitted along O Yes O No with this NOI? 40. If this NOI is being submitted for the purpose of continuing coverage under a general permit for stormwater runoff from construction activities, please indicate the former SPDES number assigned. N Y R Owner/Operator Certification I have read or been advised of the permit conditions and believe that I understand them. I also understand that, under the terms of the permit, there may be reporting requirements. I hereby certify that this document and the corresponding documents were prepared under my direction or supervision. I an. aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. I further understand that coverage under the general permit will be identified in the acknowledgment that I will receive as a result of submitting this N0I and can be as long as sixty (60) business days as provided for in the general permit. I also understand that, by submitting this Nor, I an, acknowledging that the SWPPP has been developed and will be implemented as the first element of construction, and agreeing to comply with all the terms and conditions of the general permit for which this Nor is being submitted. Print First Name MI E U G E N E I ❑ Print Last Name B U R G E R Owner/Operator Signature Date m/m�� LPage 10 of 10 1 0 PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III MARTIN H. SIDOR 0 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman, ZBA Chairperson Members of the Zoning Board of Appeals From: Donald J. Wilcenski, Chairman Members of the Planning Board Date: June 26, 2012 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 Re: Request for Comments for Mill Creek Partners, LLC Located at 64300 NYS Route 25, 424' west of Dolphin Drive, Greenport SCTM#1000-56-7-2 ZBA#6575 The Planning Board has reviewed the requested variances to construct a dock master's building less than 75' from an existing bulkhead (t15') as well as the proposed addition/alterations to the restaurant less than 75' from the existing bulkhead (t45') and generally has no objection. The subject parcel is zoned Marine -II (M -II) and is located in Greenport where the proposed uses of a marina and restaurant are consistent with the Town Code and the Town's Comprehensive Plan. The proposed dock master building appears to not cause concern since the proposed area has historically been used for boat storage and parking. Furthermore, the restaurant currently exists within 75' of the bulkhead and the addition/alterations would appear to not have a detrimental impact on the surrounding area. The above -referenced proposals would further the goal of the Town's Comprehensive Plan to enhance the Town's waterfront while maintaining its fundamental characteristics. There may be an additional variance needed for this application. The site plan being reviewed by the Planning Board displays 77 parking stalls on the adjacent parcel to the east (TM#1000-56-7-4.1) without a principal use. Thank you for this opportunity to provide comments. Please be advised that the Planning Board is currently in the middle of its site plan review process for this application and reserves the right to make any necessary changes to the site plan after reviewing all proposals thoroughly. • James F. King, President Bob Ghosio, Jr., Vice -President Dave Bergen John Bredemeyer Michael J. Domino • PP,tflL"N,I^ Town Hall 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: Donald J. Wilcenski, Planning Board Chair Planning Board �ON 22 2012 -' FROM: James F. King, President Board of Trustees DATE: June 22, 2012 RE: MILL CREEK INN & MARINA SCTM#56-7-2 The Board of Trustees reviewed the site plan prepared by Nancy L. Steelman, Architect last revised May 23, 2012, and after a site inspection, determined the vegetation adjacent to the proposed parking area and within our jurisdiction is not considered a sensitive wetland area. Please let us know if we can be of any further assistance. 9 WORK SESSION AGENDA • SOUTHOLD TOWN PLANNING BOARD Monday, June 18, 2012 4:00 a.m. Southold Town Meeting Hall 4:00 p.m. Applications Project name: Harbes Family Winery SCTM#: 1000-120-1-4 & 1000-112-1-7.1 Location: Northwest corner of Sound Avenue and Hallock Avenue in Mattituck Description: This site plan is for the addition of retail winery and wine production facilities to an existing farm stand. The overall property is 15.61 acres in the A -C Zoning District. Status: Pending Action: Status Up -date Attachments: Staff Report 0 SUBIMAL CHAKRABORTI, P.E. REGIONAL DIRECTOR June 8, 2012 Mr. John J. Condon, P.E. Condon Engineering, P. C. 1755 Sigsbee Road Mattituck, NY 11952 Dear Mr. Condon: "o' •�--R)c t". fl,11 STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION STATE OFFICE BUILDING 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, N.Y. 1 1 788-551 8 JUN 1 4 2012 Your March 14. 2012 Submission Mill Creek Inn and Marina NY 25, Southold SCTM #1000-05600-0700-002000 Our Case No. 12-29144P JOAN MCDONALD COMMISSIONER This is in regard to the site plans for the referenced project which were submitted to us for review. Prior to the approval of the site work and issuance of a New York State Highway Work Permit, the following items &ust be addressed: 1. In recent years, many states have employed access management as a major technique to address conflicts between through traffic and that generated by developments. The goals of access management are to limit the number of access points, separate conflict points and remove turning traffic from through movements. New York State is utilizing this technique to minimize impacts to State highways. We recommend, therefore, that cross access to .:his site be obtained from adjacent property. If this is not presently possible, it should be shown on the plans for implementation as part of future redevelopment. 2. Please add a note to the plans stating that all work will be coordinated with our Capital Project planned for this area, PIN OT2477 "NY 25 Tucker Lane to End of NY 25 Thin Course Overlay". 3. This property abuts State Bicycle Route 25. Please show how bicyclists will be accommoC,ated through the work zone when the shoulder is closed. Consider temporary orange W"° 1-1 Shared Roadway signs. 4. We recommend that the property owner consider providing on site parking for bicyclists. Mr. John J. Condon, P.E. • June 8, 2012 Page 2 of 3 5. ESAL calculations are required for all "superpave" asphalt pavements. If help is required in the calculations, please contact Mr. Joseph Sutera of Pavement Management unit at 631- 952-6108. 6. This section of existing roadway is a composite pavement with asphalt shoulders. Therefore; please include the current NYSDOT Calcium Chloride Concrete Pavement Repair Details. If any damage to the existing concrete pavement occurs, plans shall show replacing the existing concrete pavement to the longitudinal joint per the current NYSDOT Calcium Chloride Pavement Repair Details. 8. On Drawing C-3: a. "Superpave" asphalt item for top is incorrect. b. We recommend that all cold joints be sealed with appropriate item number. c. The thickness for proposed "superpave" top asphalt should be two (2) inches. d. We recommend that the plans show installing a full concrete curb instead of an asphalt curb sitting on top of a paved asphalt shoulder. e. Coble Stone curb is not permitted within the State Highway right-of-way. Please have both plan sets revised accordingly. f. Add note "Tack coat required between all lifts regardless when placed". g. We recommend to indicate milling 1'-0" onto the existing asphalt pavement stating, "Proposed milling of top asphalt should extend 1'-0" over existing asphalt pavement". h. We recommend that all cold joints should be sealed with appropriate item number. i. Some items shown are disapproved. j. Provide the attached PG Binder note in the plans with ESAL count. 9. A note shall be added to the plans requiring the contractor to clean existing drainage basins along and immediately adjacent to the NY 25 site frontage at the completion of construction. 10. The plan must include the note "Repair existing shoulder, sidewalk and curbing as ordered by State Engineer." 11. We recommend that permanent survey markers be installed at the property limits along the State highway frontage and ROW markers be installed at any intermediary turning points along the State highway frontage. ROW markers installed at intermediary turning points shall be installed in accordance with NYSDOT standard sheet M625 -IRI. Please call out these locations on the plans and include the appropriate detail. 12. Any utility work proposed in State Highway right-of-way will require separate application and submission of plans (installation details, restoration details and Work Zone Traffic Control plan - all referenced to NYSDOT specification item numbers and the National Manual of Uniform Traffic Control Devices with NYS Supplement) to our Riverhead Maintenance facility. The applicant may contact Mr. Kevin Matthaei at (631) 727-1731 for further directions regarding Utility Highway Work Permit (HWP) applications. Mr. John J. Condon, P.E. June 8, 2012 Page 3 of 3 0 The applicant should be made aware that utility HWP issuance is subject to issuance of the HWP required for site work. Please submit one (1) paper copy of the revised plans and one (1) paper copy of a response letter and one (1) electronic copy of each of the noted items in pdf format. The plan sheets should be provided as a complete file and not individual sheets. The response letter shall state how the above comments are addressed, item by item. Review of the subject material is being coordinated by Mr. Mark at (631) 952-7973 if you have any questions regarding this matter to his attention. Kindly refer to the subject case number and correspondence. Thank you for your cooperation concerning this matter. Very truly yours, ORIGINAL SIGNFn Ry SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety Attachment: Special Note Wolfgang. He can be contacted . Please send all correspondence County tax map number in all cc: Peter _3arris, Superintendent of Highways, Town of Southold ra Martin Sidor, Planning Board Chairperson, Town of Southold SAS:MDW:mm 0 PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III MARTIN H. SIDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD I&I: 4IkEel MA041�I�L�1 To: James King, President Town of Southold Board of Trustees From: Donald J. Wilcenski, Planning Board Chair��`,�& Planning Board DU1 Date: June 12, 2012 Re: Site Plan for Mill Creek Inn & Marina SCTM#1000-56-7-2 64300 NYS Rt. 25, Greenport MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 The Planning Board refers this updated application to the Board of Trustees for your information, comments, review, and certification, if applicable. The file is available at your convenience. This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel in the M -II Zoning District, Greenport. Thank you for your cooperation. • PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III MARTIN H. SIDOR June 5, 2012 Ms. Nancy Steelman, RA c/o Samuels & Steelman 25235 Main Road Cutchogue, NY 11935 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Re: Close Hearing: Proposed Site Plan for Mill Creek Inn & Marina Located at 64300 NYS Rt. 25, ±424' west of Dolphin Drive, Greenport SCTM#1000-56-7-2 Zoning District: M -II Dear Ms. Steelman: A public hearing was held by the Southold Town Planning Board on Monday, June 4, 2012 regarding the above -referenced Site Plan. The public hearing was closed. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Wilcenski Chairman MAILING ADDRESS: SO(/ly P.O. Box 1179 �Of Southold, NY 11971 OFFICE LOCATION: Town Hall Annex iA O 54375 State Route 25 O (cor. Main Rd. & Youngs Ave.) COUNT 1 �1 Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Re: Close Hearing: Proposed Site Plan for Mill Creek Inn & Marina Located at 64300 NYS Rt. 25, ±424' west of Dolphin Drive, Greenport SCTM#1000-56-7-2 Zoning District: M -II Dear Ms. Steelman: A public hearing was held by the Southold Town Planning Board on Monday, June 4, 2012 regarding the above -referenced Site Plan. The public hearing was closed. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Wilcenski Chairman f � . t BOARD MEMBERS Leslie Kanes Weisman, Chairperson James Dinizio, Jr. Gerard P. Goehringer George Horning Ken Schneider MEMO TO: FROM: DATE: � (t ,k ' P I � Southold Town Hall oCl L� �� sQOT�o 53095 Main Road • P.O. Box 1179 yl— Southold, NY 11971-0959 t * Office Location: G Q Town Annex /First Floor, Capital One Bank i� 54375 Main Road (at Youngs Avenue) �'�CQUrfi'1,N n Southold, NY 11971 http://southoldtown.northfork.net �//� l®I c4 �{�% � ZONING BOARD OF APPEALS w TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 Planning Board Leslie K. Weisman, ZBA Chairperson June 1. 2012 J U N - 1 2012 SUBJECT: Request for Comments ZBA #6575 —Mill Creek Partners, LLC As confirmed with your office, the ZBA is reviewing the following application, and enclosed copies of Building Department's Notice of Disapproval, ZBA application, and latest map. The Planning Board may be involved under the site plan review steps under Chapter 280 (Zoning), and your review and comments are requested at this time. The file is available for review of additional documentation at your convenience for reference if needed. NAME TAX # / ZBA BD NOD VARIANCE PLANS PREPARER ZONE DATE DATE STAMPED MILL CREEK 56.-7-2 #6575 5-7-12 280-127; 280- 5/23/12 Nancy PARTNERS, 55 Steelman, LLC Architect Your comments are appreciated by June 22, 2012. Thank you. Ends. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 29, 2012 TO: Mill Creek Partners, LLC Revised: May 7, 2012 c/o Samuels & Steelman Architects 25235 Main Rd. Cutchogue, NY 11935 Please take notice that your application dated February 14, 2012: For permit to construct dock master's building and addition/alterations at: Location of property: 64300 Route 25 Greenport, NY County Tax Map No. 1000 - Section 56 Block 7 Lot 2 Is returned herewith and disapproved on the following grounds: The Proposed construction of a dock master's buildine on this conformine waterfront lot consisting of 142,441 sq. ft. in the M -II District is not permitted pursuant to Article XXII, section 280-116 (B), which states "All building or structures located on lots upon which a bulkhead ...exists... shall be set back not less than 75 feet from the bulkhead." Site plan shows proposed structure at 15.25 +/- feet from the bulkhead where 75 feet is required. In addition the proposed addition/aherations to the restaurant indicate an approximate 45' setback from the bulkhead. Note: Pursuant to Article XXIII, Section 280-127 the imposed addition/alterations to the Rn ncipal building require site plan approval Additionally pursuant to Section 280-55 the proposed restaurant requires site plan approval from the Southold Town Planning Board. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A., Planning t� lop VICI yo..__— ornwullPrT.rr mina T11 4� JIM. MAIN 01 COUNTY OF SUF%0Le(4g2y K ic Red Properly lax Sei County Center Rin, ad, N Y 11511 $. SOUTHOLD 1000 PflOPERTY at 01 COUNTY OF SUF%0Le(4g2y K ic Red Properly lax Sei County Center Rin, ad, N Y 11511 $. SOUTHOLD 1000 PflOPERTY r CHIEF WAYDE MANWARING 1sT ASST. CHIEF HARRY BREESE 2ND ASST. CHIEF WAYNE MILLER CHAPLAIN C. KUMJIAN TREAS/SECRETARY J. KALIN June 1, 2012 Southold Town Planning Board PO Box 1179 Southold, NY 11971 Re: SCTM#1000-56-7-2 64300 NYS Rt. 25 Dear Planning Board Members: Organized 1845 • 06 kt, � �- k('�' (631) 477-9801 - STATION 1 (631) 477-8261 - STATION 2 (631) 477-1943 - CHIEFS OFFICE (631) 477-4012 - FAX THIRD STREET - P.O. BOX 58 GREENPORT, NY 11944 Email: gfdfire@optonline.net www.greenportfd.org JUN - 6 2012 _--_-J I am writing pursuant to the April 16, 2012 Request for Review regarding the proposed improvement and renovation to existing marina & restaurant of the above referenced property. After reviewing the plans I would like to pose the following comments/concerns: ➢ Are there any plans for installing a stand pipe to allow for fire department to connect over board? ➢ Assurance that the roadway will be wide enough to allow for access for large vehicles in the event of a fire/emergency. ➢ That all codes, (Town, County, State), be properly adhered to. If I can be of any further assistance please do not hesitate to contact me, via cell phone # 445-0204. RespQct/fully, / /.I/dy/I f A �- Wayde Manwaring, Chief Greenport Fire Department W M:lc AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as FF 4L � C� �i by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing on ( I have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on. a -4L, Z Notary Public A _AA No. u5cd,o -+a40i QWNMd In Suffolk County COMMIS" C__,res Mey 80,IM02— PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon, Fri., 611/12 Re: Proposed Site Plan for the Mill Creek Inn & Marina SCTM#s: 1000-56-7-2 Date of Hearing: Monday, June 4, 2012. 6:06 a.m. 7010 1 7010 1� 7010 4.1 UQ °• al � l =� Iw f d1➢f-w-zosanof �LL 92E6 11 7010 o;°ml Complete items 1, 2, and 3. 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Mill Creek Partners, LLC has recently acquired a 20 year lease for the adjacent eastern property, SCTM # 1000-56-07-4.1 owned by Principi Properties, LLC. The purpose of the lease is to provide additional parking for the Mill Creek Inn and Marina. This additional property will provide an additional 77 spaces for a total of 130. This exceeds the 110 required. We have attached a copy of the lease and have revised the Site Plans to include the adjacent property. 2. An application has been made to the Town of Southold Zoning Board of Appeals for two Area Variances. The required variances are for the Dockmaster's Building and the new Covered Entry. Both areas are within the 75' setback to the bulkhead. We have attached the Notice of Disapproval and Sheet #4 - Floor Plans and Elevations of the Dockmaster's Building for your review. S I V MN I,() 1U Cl 1(II0C(,I. NI-l%YOKK 119;1 �b;I-,!161US I:AA'611 i -;1-610- 0 If we can answer any questions, please do not hesitate to call. Sincerely, Samue,9 & Steelrryan Architects cc: Mill Creek Partners, LLC Enclosures LEASE AGREEMENT LEASE AGREEMENT (this "Lease"), is made and entered into as of May 1 S 2012 by and between PRINCIPI PROPERTIES, LLC a New York limited liability company having an address at ("Landlord") and MILL CREEK PARTNERS, LLC, a New York limited liability company having an address at P.O. Box 326, Cutchogue, New York 11935 ("Tenant'). PREMISES. Landlord is the owner of those certain premises known as (i) 64600 Main Road, Southold, New York, (H) 25 Dolphin Way, Southold, New York, and (iii) 60 Dolphin Way, Southold, New York (collectively, the "Premises"). MAY 2 3 2012 A. The term of this Lease shall be for twenty (20) years, commencing on the date hereof and ending on the last day of the month in which the twentieth (20th) anniversary of the date hereof occurs (the "Expiration Date', unless sooner terminated or extended as provided herein (the "Term"). 3. FIXED RENT. A. Tenant shall pay to Landlord for the lease of the Premises for the eqg term as follows: (i) on the execution of this Lease, and (ii) on the expiration of this Lease. Other than Fixed Rem, no other payments are due or payable to Landlord hereunder. B. For the purpose of this Lease, the first "Lease Year" shall refer to the period from the date hereof until the last day of the month in which the first anniversary of the date hereof shall occur. Each subsequent Lease Year shall refer to each subsequent period of twelve (12) consecutive calendar months during the Term. C. Tenant shall accept delivery of the Premises in its "as is" condition. 4. USE. Tenant may use the Demised Premises for any lawful permitted use. 5. COMPLIANCE WITH LAW. During the Term, Tenant, at its expense, shall comply with all laws, rules, and regulations made by any governmental authority having jurisdiction over the Premises. {Lease / 00617159.Doe q 0 0 6. ALTERATIONS. A. Tenant, at Tenant's cost, may install such tenant improvements in the Premises as Tenant deems necessary or desirable for the conduct of Tenant's business therein. During the Term, Tenant may make any non-structural alterations, improvements and additions to the Premises without obtaining Landlord's consent. Notwithstanding the foregoing, Tenant shall not make any alterations, improvements, additions or repairs in, on, or about the Premises which affect the structure of any building without Landlord's prior written consent, which consent shall not be unreasonably withheld, conditioned or delayed. Landlord shall be deemed to have approved any improvement proposed by Tenant unless Landlord disapproves of Tenant's proposal in writing (which disapproval shall specify Landlord's reasons for such disapproval) within fourteen (14) days of receiving Tenant's proposal and request for consent. B. Tenant shall not permit any mechanics' or materialmen's liens to be levied against the Premises for any labor or material furnished to Tenant or to its agents or contractors; provided, however, that Tenant shall not be required to pay or otherwise satisfy any claims or discharge such liens so long as Tenant, in good faith and at its own expense, contests the some or the validity thereof by appropriate proceedings and posts a bond or takes other steps acceptable to Landlord that stay enforcement of such lien. REPAIRS. Tenant, at Tenant's expense, shall keep the Premises in good order and repair. In confirmation of the foregoing, Tenant shall be solely responsible for the maintenance of and for >e13&�'f�"file Ptbmises: ::. 8. END OF TERM. Upon the expiration or termination of this Lease, Tenant shall surrender the Premises to Landlord in vacant, clean condition, except for ordinary wear and tear and damage caused by fire or other casualty. All personal property, furnishings, machinery, trade fixtures, equipment and improvements (trade or otherwise) existing at the Premises ("Tenant's Property') shall be the property of Tenant. Upon the termination or expiration of the Term, Tenant may remove Tenant's Property from the Premises no later than the termination or expiration date. Any of Tenant's Property not removed from the Premises on the date the Lease terminates or expires shall be deemed abandoned and shall thereupon become the property of Landlord. 9. INSURANCE. A. During the Term of this Lease, Tenant shall obtain and keep in full force and effect commercial general liability insurance, naming Landlord as an additional insured as its interest may appear from time to time, against liability arising out of Tenant's use, occupancy, or maintenance of the Premises. Such insurance shall provide coverage for and shall be in an amount of not less than One Million and 00/100 Dollars ($1,000,000.00) for injury to or death of one person in any one accident or occurrence and in an amount of not less than Two Million and {Leas / 00617239,DM /) 2 0 0 00/100 Dollars ($4000,000.00) for injury to or death of more than one person in any one accident or occurrence. Tenant's insurance shall be primary with respect to any claim arising out of events that occur in the Premises. Such insurance may be provided under blanket insurance policies covering other properties as well as the Premises and shall be maintained with an insurance company rated at least A -VIII or better in Best's Insurance Reports. Upon Landlord's request, Tenant will provide Landlord with a certificate(s) evidencing such insurance. B. Neither Landlord nor Tenant shall be liable to the other or to any insurance company (by way of subrogation or otherwise) insuring the other party for any loss or damage to any building, structure or other tangible property, or any resulting loss of income and benefits, even though such loss or damage might have been occasioned by the negligence of such party, its agents or employees if any such loss or damage is covered by insurance benefiting the party suffering such loss or damage or was required to be covered by insurance pursuant to this Lease. Landlord and Tenant shall require their respective insurance companies to include a standard waiver of subrogation provision in their respective policies. 10. INDEMNIFICATION. Tenant shall defend, indemnify, and hold Landlord and Landlord's agents, officers, directors, employees, and contractors harmless against and from any and all injuries, costs, expenses, liabilities, losses, damages, injunctions, suits, actions, fines, penalties, and demands of any kind or nature (including reasonable attorneys' fees) arising in connection with any and all third party claims arising out of (i) injuries occurring within the Premises; (ii) any intentional acts or negligence of Tenant or Tenant's agents, employees, or contractors; (iii) any breach or default in the performance of any obligation on Tenant's part to be performed under this Lease; or (iv) the failure of any representation or warranty made by Tenant herein to be true when made. This indemnity does not include the intentional or negligent acts or omissions of Landlord or its agents, officers, contractors or employees. This indemnity shall survive termination of this Lease only as to claims arising out of events that occur prior to termination of the Lease. 11. ASSIGNMENT AND SUBLETTING. Tenant shall have the right without Landlord's consent to assign or sublease this Lease without Landlord's consent. 12. REAL ESTATE TAXES. A. The term "Real Estate Taxes" means real estate taxes and assessments payable with respect to the Property that are imposed by any authority having the power to tax any legal or equitable interest of Landlord in the Property; provided, however, that assessments shall be prorated and divided into the maximum number of installments permitted by law and only the current portion shall be included in Real Estate Taxes for any Lease Year. Notwithstanding the foregoing, Real Estate Taxes shall not include (a) any inheritance, estate, succession, transfer, gift, franchise, or capital stock tax; (b) any income taxes arising out of or related to ownership (L. /00617259.00C/) and operation of income-producing real estate; or (c) any excise taxes imposed upon Landlord based upon gross or net rentals or other income received by it. Commencing on the Commencement Date, for each calendar year of the Term (prorated for any calendar year falling partially within the Term), Tenant shall pay the Real Estate Taxes for the Property only directly to the taxing authority prior to delinquency, provided that the invoice or statement is received at least thirty (30) days prior to such date. Tenant shall pay Real Estate Taxes only as such taxes become due and payable during the Term, prorated for the first and last years of the Term. Tenant shall not be responsible for any prior Real Estate Taxes affecting the Property. B. Tenant shall have the right to challenge, at its sole expense, the Real Estate Taxes, and Landlord agrees to provide whatever assistance Tenant may reasonably require. Upon request of Tenant, Landlord agrees to pay all Real Estate Taxes under protest or in such other manner as to preserve the right to challenge such taxes. 13. UTILITIES, WASTE REMOVAL. Tenant shall pay, directly to the utility providers, for all water, electricity and other utilities used by Tenant during the Term, all of which shall be measured through proper and sufficient meters. Tenant shall, at its sole cost and expense, promptly dispose of all garbage, ashes and waste arising from the conduct of its business. 14. SIGNAGE. Tenant shall be permitted to install signs upon, on or about the Premises, to the maximum extent permitted by law (subject to Tenant obtaining approval therefor from governmental authorities having jurisdiction). 15. DEFAULTS; A. The occurrence of any one or more of the following events shall constitute a default and breach of this Lease by Tenant: (i) The failure by Tenant to make any payment of Fixed Rent or any other payment required to be made by Tenant hereunder, as and when due, where such failure shall continue for a period of ten (10) business days alter Landlord notifies Tenant in writing of such failure; or (ii) The failure by Tenant to observe or perform any of the covenants, conditions, or provisions of this Lease to be observed or performed by Tenant, other than the payment of sums due hereunder, where such failure shall continue for a period of thirty (30) days after written notice thereof from Landlord to Tenant; provided, however, that if the nature of Tenant's default is such that more than thirty (30) days are reasonably required for its cure, then Tenant shall not be deemed to be in default if Tenant commences such cure within such thirty (30) day period and thereafter diligently pursues such cure to completion. B. In the event of any such uncured default, Landlord may, in accordance with procedures required by law, pursue one of the following remedies: (i) Landlord may terminate Tenant's right to possession of the Premises by any lawful means, in which case this Lease shall terminate and Tenant shall surrender possession of the Premises to Landlord within thirty (30) tr.. /0061nss.noci� 4 0 0 days after written notice from Landlord to Tenant. In such event, Landlord shall be entitled to recover from Tenant all damages incurred by Landlord by reason of Tenant's default including, but not limited to, the cost of recovering possession of the Premises, expenses of reletting, including necessary renovation and alteration of the Premises for uses similar to Tenant's uses, and the Fixed Rent as it becomes due hereunder. If Landlord relets the Premises, then any rent or other concessions given to the new tenant shall be prorated evenly throughout the entire term of the new lease; or (ii) Landlord may maintain Tenant's right to possession, in which cam this Lease shall continue in effect whether or not Tenant shall have abandoned the Premises. In such event, Landlord shall be entitled to enforce all of Landlord's rights and remedies under this Lease including the right to recover the Fixed Rent as it becomes due hereunder. With respect to any remedy exercised by Landlord, Landlord shall have an affirmative obligation to obtain another tenant for the Premises at a fair market rental and to otherwise mitigate its damages. 16. SUBORDINATION AND ATTORNMENT. This Lease shall be subordinate to all existing and future mortgages and/or deeds of trust on the Premises, and Tenant agrees to subordinate this lease to any future mortgage of deed of trust and to attom to Landlord's successor following any foreclosure, sale or transfer in lieu thereof. 17. ESTOPPEL CERTIFICATES. Landlord and Tenant shall upon not less than thirty (30) days prior written notice from the other, execute, acknowledge and deliver to the other or its designee(s), a statement in writing (i) certifying that this Lease is unmodified and in full force and effect (or, if modified, stating the nature of such modification and certifying that this Lease, as so modified, is in full force and effect); (ii) stating the date to which the Fixed Rent and other charges are paid and the amount of any security deposit held by Landlord, if any; and (iii) acknowledging that there are not, to the actual knowledge of the person executing such certificate, any uncured defaults on the part of Landlord or Tenant hereunder, or specifying such defaults, if any, which are claimed. Any such statement may be conclusively relied upon by any prospective purchaser or encumbrancer of the Premises or this Lease. 18. BROKER. Landlord and Tenant each represent to the other that they have not dealt, directly or indirectly, in connection with the leasing of the Premises, with any other broker or person entitled to claim a commission or leasing fees. Landlord and Tenant each shall indemnify and hold each other harmless from any loss, liability, damage, or expense (including, without limitation, reasonable attorneys' fees) arising from any claim for a commission or leasing fee arising out of this transaction made by any unidentified broker or other person with whom such party has dealt. 19. QUIET ENJOYMENT. tiow/00e17259DOCq 0 0 Without limiting any rights Tenant may have by statute or common law, Landlord covenants and agrees that, so long as this Lease is in full force and effect, Tenant shall lawfully and quietly hold, occupy and enjoy the Premises during the Term of this Lease without disturbance by Landlord or by any person having title paramount to Landlord's title or by any person claiming through or under Landlord. 20. NOTICES. Whenever a provision is made under this Lease for any demand, notice or declaration of any kind, or where it is deemed desirable or necessary by either patty to give or serve any such notice, demand or declaration to the other party, it shall be in writing and sent either by (a) United States mail, certified, return receipt requested, postage prepaid, or (b) by overnight courier service providing for written evidence of delivery, addressed at the addresses set forth on the first page of this Lease or at such address as either party may advise the other from time to time. Notices given hereunder shall be deemed to have been given on the date of delivery (or the first business day thereafter if delivered on ation-business day) by overnight courier or three (3) business days after the date of mailing. 21. MISCELLANEOUS. A. No waiver by Landlord or Tenant of any provision hereof shall be deemed a waiver of any other provision hereof or of any subsequent breach by Tenant or Landlord of the same or any other provision. A party's consent to or approval of any act shall not be deemed to render unnecessary obtaining such party s consent to or approval of any subsequent act. No waiver shall be effective unless it is in writing, executed on behalf of Landlord or Tenant by the person to whom notices are to be addressed. Whenever the right of approval or consent is given to a party pursuant to this Lease, that parry shall not unreasonably withhold, condition or delay its consent unless this Lease expressly provides otherwise. B. In the event that either parry shall be delayed or hindered in or prevented from the performance of any covenant, agreement, work, service, or other act required under this Lease to be performed by such party, and such delay or hindrance is due to causes entirely beyond its control such as riots, insurrections, martial law, civil commotion, war, fire, flood, earthquake, or other casualty or acts of God, the performance of such covenant, agreement, work, service, or other act shall be excused for the period of delay and the time period for performance shall be extended by the same number of days in the period of delay. C. The invalidity of any provision of this Lease, as determined by a court of competent jurisdiction, shall in no way affect the validity of any other provision hereof. (Looe / 00617259.DOG Q 6 0 0 D. Each of Landlord and Tenant hereby represents and warrants that this Lease has been duly authorized, executed and delivered by and on its behalf and constitutes such party's valid and binding agreement in accordance with the terms hereof. E. If either party brings an action or proceeding to enforce the terms hereof or declare rights hereunder, the prevailing party in any such action, proceeding, trial or appeal, shall be entitled to its reasonable attorneys' fees to be paid by the losing party as fixed by the court. F. This Lease contains all agreements of the parties as of the date hereof with respect to any matter mentioned herein. No prioragreement, correspondence or understanding pertaining to any such matter shall be effective to interpret or modify the tem►s hereof. This Lease may be modified only in writing, signed by the parties in interest, at the time of the modification. Landlord specifically acknowledges that Tenant's employees at the Premises do not have authority to modify the Lease or to waive Tenant's rights hereunder. O. Except where otherwise expressly provided in this lease, no remedy or election hereunder shall be deemed exclusive, but shall, wherever possible, be cumulative with all other remedies at law or in equity. H. The Lease shall be binding upon and Benefit the parties, their personal representatives, successors and assigns. The Lease shall be governed by the laws of the state where the Premises is located. IN WITNESS WHEREOF, the parties have executed this Lease as of the date first above written. LANDLORD: PRINCIPI PROPERTIES, LLC, a New York limited liability company Ay2 Name: r�d J. Principi; Title: Member IT p�IwWMDOCO fV;Qr zj MILL CREEK PARTNERS, LLC a New York limited liability company By: Name: John Ingrilli Title: Member 0 0 D. Each of Landlord and Tenant hereby represents and warrants that this Lease has been duly authorized, executed and delivered by and on its behalf and constitutes such party's valid and binding agreement in accordance with the tarots hereof. E. If either party brings an action or proceeding to enforce the terms hereof or declare rights hereunder, the prevailing party in any such action, proceeding, trial or appeal, shall be entitled to its reasonable attorneys' fees to be paid by the losing party as fixed by the court. F. This Lease contains all agreements of the parties as of the date hereof with respect to any matter mentioned herein. No prior agreement, correspondence or understanding pertaining to any such matter shall be effective to interpret or modify the terms hereof. This Lease may be modified only in writing, signed by the parties in interest, at the time of the modification. Landlord specifically acknowledges that Tenant's employees at the Premises do not have authority to modify the Lease or to waive Tenant's rights hereunder. G. Except where otherwise expressly provided in this lease, no remedy or election hereunder shall be deemed exclusive, but shall, wherever possible, be cumulative with all other remedies at law or in equity. H. The Lease shall be binding upon and benefit the parties, their personal representatives, successors and assigns. The Lease shall be governed by the laws of the state where the Premises is located. IN WITNESS WHEREOF, the parties have executed this Lease as of the date first above written. LANDLORD: PRINCIPI PROPERTIES, LLC, a New York limited liability company By-.- Name: y:Name: Title: Member itemr006172sv.nocit 7 TENANT: Steven Bellone SUFFOLK COUNTY EXECUTIVE Department of Economic Development and Planning Joanne Minieri Deputy County Executive and Commissioner May 9, 2012 Town of Southold Planning PO Box 1179 Southold, New York 11971 Art: Brian Cummings, Planner Re: Mill Creek Inn & Marina S.C.T.M. No.: 1000 05600 0700 002000 S.C.P.C. No.: SD -12 -LD Dear Mr. Cummings: J5v bf �{L Division of Planning and Environment MAY 15 2012 Your notification for SEQRA Coordination was received by our agency on April 18, 2012. Please be advised that our agency, the Suffolk County Planning Commission, has no objection to the Town of Southold assuming Lead Agency status for the above referenced. Pursuant to Section 239 1 & in of the General Municipal Law, the site plan which has been submitted to the Suffolk County Planning Commission is considered to be a matter of local determination as there appears to be no significant county -wide or inter -community impact(s). A decision of local determination should not be construed as either an approval or disapproval. NOTE: Does not constitute acceptance of any zoning action(s) associated therewith before any other local regulatory board. Sincerely, Sarah Lansdale Direct of ndrew PF %g Chief Planner F� APF:ds LOCATION MAILING ADDRESS H. LEE DENNISON BLDG. - 4TH FLOOR P. O. BOX 6100 (631) 853-5191 100 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, NY 11788-0099 TELECOPIER (631) 853-4044 #10708 STATE OF NEW YORK) ) SS: COUNTY OF SUFFOLK) Karen Kine of Mattituck, in said county, being duly sworn, says that she is Principal Clerk of THE SUFFOLK TIMES, a weekly newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 week(s), successfully commencing on the 24th day of May. 2012. r' Principal Clerk tz Sworn to before me this day LEGAL N0110E Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant -to Article XXV of the Code of the Town of Southold, a public hear- ing will be held by the Southold Town Planning Board, at the To" Hall, Main Road, Southold, New York on the 4th day of June, 2012 on the question of the following: 6:00 p.m. Proposed Site Plan for Clif- ford Cornell located at 2325 Horton Lane, ±.25 of a mile a/c CR 48, Southold, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-63-1-1.5 6:02 p.m. Proposed Site Plan for Gog- gins located at 13200 Route 25, x225' w/o Wickham Avenue, Mattituck, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-114-11-9.1 6:04 p.m. Proposed Amended Site Plan for Mullen Realty, LP located at 40 & 120 Cottage Place, on the s/e/c/o Cottage Place & NYS Rt. 25, Southold, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-62-3-11 & 12 6:06 p.m. Proposed Site Plan for the Mill Creek Inn & Marina located at 64300 NYS Route 25,424' w/o Dolphin Drive, Greenport, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000- 56-7-2 Dated: 5/8/12 BY ORDER OFTHE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski Chairman 10,708- IT 5/24 12. v V� NOTARY PUBLIC•STATE OP NBW YORK No. 01Y06105050 OuaUti®d In Suitolk County My C0MMlfflAn ggplNl f6bittory 16, 2016 • • MAILING ADDRESS: PLANNING BOARD MEMBERS OF SOU b T'/Q P.O. Box 1179 DONALD J. WILCENSKI �� Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex KENNETH L. EDWARDS JAMES H. RICH IIIA G • O 54375 State Route 25 �p� (cor. Main Rd. &Youngs Ave.) MARTIN H. SIDOR �''COU'�`(,� Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 4th day of June, 2012 on the question of the following: 6:00 p.m. Proposed Site Plan for Clifford Cornell located at 2325 Horton Lane, ± .25 of a mile s/o CR 48, Southold, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-63-1-1.5 6:02 p.m. Proposed Site Plan for Goggins located at 13200 Route 25, ±225' w/o Wickham Avenue, Mattituck, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-114-11-9.1 6:04 p.m. Proposed Amended Site Plan for Mullen Realty, LP located at 40 & 120 Cottage Place, on the s/e/Go Cottage Place & NYS Rt. 25, Southold, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-62-3-11 & 12 6:06 p.m. Proposed Site Plan for the Mill Creek Inn & Marina located at 64300 NYS Route 25, 424' w/o Dolphin Drive, Greenport, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-56-7-2 Dated: 5/8/12 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski Chairman PLEASE PRINT ONCE ON THURSDAY, MAY 24, 2012 AND FORWARD ONE (1) AFFIDAVIT TO THIS OFFICE. THANK YOU. COPY SENT TO: The Suffolk Times 0 • Page 1 of 1 Kalin, Carol From: Candice Schott [cschott@timesreview.com] Sent: Wednesday, May 09, 2012 10:27 AM To: Kalin, Carol Subject: RE: Legal Ad for 5/24 Edition of Suffolk Times Hi Carol, I have received the notice and we are good to go for the 5/24 issue. Thanks and have a great Wednesday! Candice From: Kalin, Carol [mailto:Carol.Kalin@town.southold.ny.us] Sent: Wednesday, May 09, 2012 9:35 AM To: tr-legals Subject: Legal Ad for 5/24 Edition of Suffolk Times Please print the attached legal ad for the June 4, 2012 Planning Board Public Hearings regarding the site plans for Cornell, Mullen Realty, Goggins & Mill Creek Inn in the May 24, 2012 edition of the Suffolk Times. An e-mail confirmation of receipt for our files will be appreciated. Thanks. Carol Kalin, Secretarial Assistant Southold Town Planning Board Southold Town Annex, 54375 NYS Rt. 25 P.O. Box 1179 Southold, NY 11971 Phone: (631)765-1938 Fax: (631)765-3136 Carol.Kalin(ditown.southold.ny.us 5/9/2012 9 • MAILING ADDRESS: PLANNING BOARD MEMBERS OF soy TyOI P.O. Box 1179 DONALD J. WILCENSKI O�� Southold, NY 11971 Chair l� OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex KENNETH L. EDWARDS G Zkc 54375 State Route 25 JAMES H. RICH III • (cor. Main Rd. & Youngs Ave.) MARTIN H. SIDOR�ycoulm Nc� 111, Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 4th day of June, 2012 on the question of the following: 6:00 p.m. Proposed Site Plan for Clifford Cornell located at 2325 Horton Lane, ±.25 of a mile s/o CR 48, Southold, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-63-1-1.5 6:02 p.m. Proposed Site Plan for Goggins located at 13200 Route 25, ±225' w/o Wickham Avenue, Mattituck, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-114-11-9.1 6:04 p.m. Proposed Amended Site Plan for Mullen Realty, LP located at 40 & 120 Cottage Place, on the s/e/c/o Cottage Place & NYS Rt. 25, Southold, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-62-3-11 & 12 6:06 p.m. Proposed Site Plan for the Mill Creek Inn & Marina located at 64300 NYS Route 25, 424' w/o Dolphin Drive, Greenport, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-56-7-2 Dated: 5/8/12 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski Chairman STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) CAROL KALIN, Secretary to the Planning Board of the Town of Southold, New York being duly sworn, says that on the 9th day of May, 2012 she affixed a notice of which the annexed printed notice is a true copy, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County, New York, to wit: Town Clerk's Bulletin Board, Southold Town Hall, 53095 Main Road, Southold, New York 6/4/12 Regular Meetina: 6:00 p.m. Public Hearing for the proposed Site Plan for Clifford Cornell, SCTM#1000-63-1-1.5 6:02 p.m. Public Hearing for the proposed Site Plan for Goggins, SCTM#1000-114- 11-9.1 6:04 p.m. Public Hearing for the proposed Site Plan for Mullen Realty, LP, SCTM#1000-62-3-11 & 12 6:06 p.m. Public Hearing for the proposed Site Plan for Mill Creek Inn & Marina, SCTM#1000-56-7-2 L Carol Kalin Secretary, Southold Town Planning Board Sworn to before ^ me this q�I/I (�,,il�day of , 2012. MELANIE DOROSKI NOTARY PUBLIC, State of New York No.01D04634870 Qualified in Suffolk County ll Commission Expires September 30,l 0 PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III MARTIN H. SIDOR May 8, 2012 Ms. Nancy Steelman, RA c/o Samuels & Steelman 25235 Main Road Cutchogue, NY 11935 n PLANNING BOARD OFFICE TOWN OFSOUTHOLD Re: Set Hearing: Proposed Site Plan for Mill Creek Inn & Marina Located at 64300 NYS Rt. 25, ±424' west of Dolphin Drive, Greenport SCTM#1000-56-7-2 Zoning District: M -ll Dear Ms. Steelman: The Southold Town Planning Board, at a meeting held on Monday, May 7, 2012, adopted the following resolution: WHEREAS, on March 6, 2012, the agent, Nancy Steelman, RA, submitted an application for a site plan on behalf of the applicant; and WHEREAS, this site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel in the M -II Zoning District, Greenport; be it therefore RESOLVED, that the Southold Town Planning Board sets Monday, June 4, 2012 at 6:06 p.m. for a public hearing regarding the site plan dated March 2, 2012, prepared by Samuels & Steelman, Architects. Please refer to the enclosed copy of Chapter 55, Notice of Public Hearing, in regard to the Town's notification procedure. The notification form(s) are enclosed for your use. The sign and the post will need to be picked up at the Planning Board Office, Southold LJ MAILING ADDRESS: y OF SOUrolo P.O. Box 11 79 � Southold, NY 111 971 4�1 y T OFFICE LOCATION: Town Hall Annex CA Q 54375 State Route 25 i� �yCOW (cor. Main Rd. & Youngs Ave.) ,� Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OFSOUTHOLD Re: Set Hearing: Proposed Site Plan for Mill Creek Inn & Marina Located at 64300 NYS Rt. 25, ±424' west of Dolphin Drive, Greenport SCTM#1000-56-7-2 Zoning District: M -ll Dear Ms. Steelman: The Southold Town Planning Board, at a meeting held on Monday, May 7, 2012, adopted the following resolution: WHEREAS, on March 6, 2012, the agent, Nancy Steelman, RA, submitted an application for a site plan on behalf of the applicant; and WHEREAS, this site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel in the M -II Zoning District, Greenport; be it therefore RESOLVED, that the Southold Town Planning Board sets Monday, June 4, 2012 at 6:06 p.m. for a public hearing regarding the site plan dated March 2, 2012, prepared by Samuels & Steelman, Architects. Please refer to the enclosed copy of Chapter 55, Notice of Public Hearing, in regard to the Town's notification procedure. The notification form(s) are enclosed for your use. The sign and the post will need to be picked up at the Planning Board Office, Southold E • Mill Creek Inn & Marina Page Two May 8, 2012 If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Very truly yours, Donald J. Wilcenski Chairman Encls. 0 0 Southold Town Planning Board Notice to Adjacent Property Owners You are hereby given notice: That the undersigned has applied to the Planning Board of the Town of Southold for a Site Plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1000-56-7-2; 3. That the property which is the subject of this application is located in the M -II Zoning District; 4. That the application is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel. The property is located at 64300 NYS Route 25, 424' west of Dolphin Drive, in Greenport; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. & NYS Rte. 25, Southold (2nd FI., Capital One Bank). If you have any questions, you can call the Planning Board Office at (631)765-1938. The office will be closed on Monday, May 28, 2012. Information can also be obtained via the internet by sending an e-mail message to: Carol. Kalin@town.southold. ny. us; 6. That a public hearing will be held on the matter by the Planning Board on Monday. June 4. 2012 at 6:06 p.m. in the Meeting Hall at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least five days prior to the date of such hearing in The Suffolk Times published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner Name: Mill Creek Partners, LLC/Mill Creek Inn & Marina Date: 5/8/12 0 1. 56.-7-4.1 2. 56.-7-1 3. 56.-4-21 4. 56.-4-24 Mill Creek Inn & Marina 56.-7-2 64300 NYS Rt. 25, Greenport 0 ----� --- -----------z-----------------z--------- --- "_---zz----`--uNe .� fF Yt n , T NII1R No `�y wY1RM � 2].]A EEBNo. t( HBfn a OQd5�.1 24 s nOwN�mvN.aaat N N.n�.w• b\1ror yt N w '1�9 P 34.4A(U uaeato9vrnoRy lA • i A 13b ' 't4 P 1'AM • �1 op 43 • • 4 JYa FOLN1]K]IRi11/( f \� ��� b A''•+ YA w w C ♦ op . ]A O �n� ♦'py''' � y ]� I].]A �'< �„4`,yA' ,, •4� ` Its` �0� ].Sy(U � � M so nfo P y �' oeNso.vina:dr `P,. .!` O`1••�' t�uc4 '`` �_. 10 FalnrceNnaA e yy ,yy C��awa] e u +a C) 11.10 Dt 41 11.10 11. 11.1 Y IMM �" 5 ice_. •w 4!' p Aaunrsaur0u ,c\',.]A(y\ / c8t.taaeN]wrrnN 112� . '1 i j � �•S, as 1 N `M1,A / r '_ �.. % • /t SO O co) ♦ : r 121 &0A(U COUNTY MBA,U aP suPP �: © T01N1 aEspmtun./ �p ^ y O ^Nit wt a eea we �I F.D. a O A'sAll -1 17 it �• ' t'A / f ♦ $ q 1A1 // 1 S b fir 'R 4' u32 Oa' b 1.3 q \\ N� P '6FOR M t1 a PCL NO. 1 SEE SEC. NO. \ qt w .' A • 0860]-015 F w ____ ____ ____ • MVfiuE P 1MTCM —� — � IINE \ Nm 'A Fq py SEE SEC. NO. -L. N 088 \ >. w tt r \\ L N..N�..u• ur x. .. ------ oww --a-- nN..oru. --x-- E o..�e_�— _�_ ..rN. (�,i � w.uv_ m NOTICE COUNTY OF SUFFOLK © K ,owxa gpppgfp SEOTKk, NO _ _ _ _ _ _ _ _ Real Property Tax Service Agency r O r O ___ -- -- _ --�-- �wNr[N.xcErnewacNoum E E ur, =µ ____ '�� ^ urior.u. --r-- or.u.-- -- NTNlI1N1116NnnvrgNvnc • Cy�A]GwN IS a. .NYI1 ® VlI.+OEfF CC N ��"' °�� o axcawrrrANxvamw>ffn a JV D w,.r a .. ixiNNs v.0 W —__— o..u. --.-- aru.--..-- ...�.,• „ w,xw. WbT,FNNWNNY.M�F nE a 1cNtxn:. Af s u i w.u� w�wiw A r.swu. --.-- rtM moBnrmtEmK4 /FFNCr P 1lblwcl In fOM a 0 0 AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing on I have sent notices by certified mail - return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Your Name (print) Signature Address Date Notary Public PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon, Fri.. 6/1/12 Re: Date of Hearing: Monday, June 4, 2012, 6:06 p.m. Town of Southold PCICodebookfor Windows § 55-1. Providing notice of public hearings. [Amended 6-3-2003 by L.L. No. 12-20031 Whenever the Code calls for a public hearing this section shall apply. Upon determining that an application or petition is complete, the board or commission reviewing the same shall fix a time and place for a public hearing thereon. Notice relating to a public hearing on an application or petition shall be provided as follows: A.. Town responsibility for publication of notice. The reviewing board or commission shad cause a notice giving the time, date, place and nature of the hearing to be published in the officisi newspaper within the period prescribed by law. B. Applicant or petitioner responsibility for posting and mailing notice. An application or Petition, initiated, proposed or requested by an applicant or petitioner, other than a Town board or commission, shall also be subject to additional notice requirements setforth below: (1) The applicant or petitioner is required to erect the sign provided by the Town, which shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts,giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public bring thereon. 'The sign shall be set back not more than 10 fent from t*PAP6ty line. The sign shall be displayed for a period of not less than seven days immediately Preceding the date of the public hearing. The applicant, petitioner or his/her agent shall file"' affidavit that s/he has complied with this provision prior to commencement of the public hearing. (Z) The applicant or petitioner is required to send notice to the owners of record of every property. which abuts and every property which is across from any public or private street from the property included in the application or petition. Such notice shall be made by certified mail, return receipt requested, posted at least seven days prior to the date of the initial public hearing on the application or petition and addressed to the owners at the addresses listed for them on the local assessment roll. The notice shall include description of the street location and area of the subject property, nature of relief or approval involved, and date, time and place of hearing. The applicant, petitioner or agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. MILL CREEK PARTNERS, LLC %ILL CREEK INN &MARINA SITE PLAN 1000-56-7-2 This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel in the M -II Zoning District. MONDAY -JUNE 412012 - 6:06 P.M. 6 0 N I �t � <P�� A SCOTT A. RUSSELL oo�9�fxCo JAMES A. RICHTER, R�. SUPERVISORS ENGINEER TOWN HALL - 53095 MAIN ROAD y� TOWN OF SOUTHOLD, NEW YORK 11971 Fax. (631) - 765 - 9015 Tel. (631) - 765 -1560 ]AMIE.RICHTER@TOWN.SOUTHOLD.NY.US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Donald J. Wilcenski May 2, 2012 Chairman - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re: Mill Creek Inn 64300 NY State Route 25 MAY 2 2012 SCTM #: 1000 — 59 — 07 — 02 J Dear Mr. Wilcenski: As per a request from your office, I have reviewed a Partial 'Phase One" SWPPP for the above referenced Site Plan. Due to conditions at the site, there is a need to expedite the repair and/or replacement of an existing bulkhead located immediately south of the restaurant building. This partial plan or phasing of this site plan project has received Planning Board approval and this review is related to this Partial Site Plan application only. The drawings, SWP 1 & 2, have been prepared by the office of Samuels & Steelman and were dated 4/27/12. Please consider the following: 1. This project will require a complete SWPPP that must be developed for the entire site and will include the submission of a DEC NOI and SWPPP Acceptance Form. 2. A DOT Curb Cut Permit should be required for this site. 3. The Plans submitted for 'Phase One" of the project meet the minimum requirements of Town Code Chapter 236 for Stormwater Management. 4. Because this project is located immediately adjacent to a tidal water -body, the phasing of the proposed work is considered indispensable. Therefore, a pre -construction conference is requested by my office to review project phasing and scope of work. This meeting will require the attendance of all contractors that will be responsible for the implementation of SWPPP components and my office will require notification at lease 48 hours prior to the meeting and/or commencement of work. When the whole SWPPP (as referenced in item # 1 above) has been prepared and submitted to the Board, I will complete my review of the entire site. If you have any questions regarding this partial review, please contact my office. A. Richter, R.A. 0 PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III MARTIN H. SIDOR April 27, 2012 Ms. Nancy Steelman, RA Go Samuels & Steelman 25235 Main Road Cutchogue, NY 11935 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Re: Mill Creek Inn & Marina SCTM#1000-56-7-2 Dear Ms. Steelman: In response to your letter of April 16, 2012, the Planning Board has agreed to allow your client to proceed with the interior work on the building and the shoring up of the existing bulkhead along the edge of the building, as well as the decks next to the building, in accordance with the open building permit and Trustee permit submitted, with the following condition. • Provide the Planning Board with written storm water pollution prevention measures in accordance with Chapter 236 prior to any work outside the building that might create erosion or pollution into the bay or allow storm water to flow onto SR 25 or a neighbor's property, and that are acceptable to James Richter in the Office of the Town Engineer. The Planning Board would like to take this opportunity to remind you that this site remains under site plan review. The Planning Board's permission to proceed with the specific work you request does not imply that an approval is guaranteed, nor will this permission preclude the Planning Board from making necessary changes to the layout or site elements including parking, drainage, landscaping, and location of new structures should you proceed with any work at this location prior to the completion of the Planning Board's review. Please call with any questions. Very truly yours, e-���46ao Donald J. Wilrcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Engineering Inspector MAILING ADDRESS: y OF SU(/rolo P.O. sox 11 79 Southold, NY 111 971 .IL .IL OFFICE LOCATION: T 7' Town Hall Annex • Awr 54375 State Route 25 !y�U (cor. Main Rd. & Youngs Ave.) 'OU 74 Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Re: Mill Creek Inn & Marina SCTM#1000-56-7-2 Dear Ms. Steelman: In response to your letter of April 16, 2012, the Planning Board has agreed to allow your client to proceed with the interior work on the building and the shoring up of the existing bulkhead along the edge of the building, as well as the decks next to the building, in accordance with the open building permit and Trustee permit submitted, with the following condition. • Provide the Planning Board with written storm water pollution prevention measures in accordance with Chapter 236 prior to any work outside the building that might create erosion or pollution into the bay or allow storm water to flow onto SR 25 or a neighbor's property, and that are acceptable to James Richter in the Office of the Town Engineer. The Planning Board would like to take this opportunity to remind you that this site remains under site plan review. The Planning Board's permission to proceed with the specific work you request does not imply that an approval is guaranteed, nor will this permission preclude the Planning Board from making necessary changes to the layout or site elements including parking, drainage, landscaping, and location of new structures should you proceed with any work at this location prior to the completion of the Planning Board's review. Please call with any questions. Very truly yours, e-���46ao Donald J. Wilrcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Engineering Inspector S A M U E L S& S T E E L M A N April 27, 2012 ' Planning Board Town of Southold Town Hall Annex 54375 Route 25 Southold, NY 11971 Re: Site Plan Approval Mill Creek Inn & Marina 64300 Route 25 WR 3 0 2W Greenport, NY 11944 SCTM # -1000-56-07-02 - Dear Board Members, As indicated in my letter to the Board, dated April 16, 2012, Mill Creek Partners will be starting construction of a new bulkhead and deck on the southern edge of the existing building. Approval from the Town of Southold Trustees and the NY State DEC has been received. After speaking with Jamie Richter, the Town Engineer, earlier this week, he indicated that a Town SWPPP would be required for this portion of the project. We have prepared a SWPPP for this work only. We will also be preparing a DEC SWPPP for the full project that is currently being reviewed for Site Plan Approval. We have enclosed the Phase I SWPPP, Assessment Form, and the approved drawings of the bulkhead construction for your review. We have also sent Jamie Richter a copy all documents for his comments. If you have any questions or concerns, please don't hesitate to call. Sincerely, Sam els and S�Iman Architects ancy S man, R.A. cc: Jam a Richter Mill Creek Partner, LLC Enclosures 11 [_cry _>' i, MAIN ROAD (UI( I 1( )(J 1h NFl4'YORR I I') ihSI -14-61(1-) AX .0 f 1 i -31-610- L] E SWPPP Assessment FORM: 03-12 N Vu/l slwl7 q K)1-( Na o �(v07. Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPOCANT NAME: Oamx• so Comullant•Contractor or ONx (CIroN Ona) Property OWNER Iv DIRerenl Nen Ilesrd) Add O. 35 u: a ane E . a.. E•Mail: Pro Brief Description of Construction Activity, Proposed structural BMPa, Soil s.c.T.M. -� Subafiaabon BMPs, Project scope and/or sequence of Construction Actmty ,.. n 02- t�iu IPmvtlIaMEYbWPpnx WrW) orea Naas of Contractor andfor Contests Parson Respoes®le for lmplamaasaon of SWPPP: � G -------------------- .---------------- ._._.. ---------------------------------------- ------------------------ .--_..------ ---------------------------------------------- _________________________.__--_-_____-_._..____ T la - - E- Name of Persona R••psoaible for Installation S Maintenance of Erosion Control Prectlw: dress: Telephonefi Fax ilk E -Mail: Total Area OF At 142-,441,;, Taal Area alarm Clearing Project Petals: -1,97,14 andx Grand Dkturbarce: ----------------- ..___--______.---------------- tar./Mr) (ar.I ba) _._______________________________..____-.__...-__-. Project Duration: Start End ----------- _. _ _ _""""'--___.__.___._____...______._________________. Nil this Project Disturbs, We (5) or More Acres at Q hp� Any One Time During the Proposed Development? Yes N ----------- ..._-__-__-..___r.-__._____________.__- _.------------------------------------------------- .._.__.__._-_...._._.._.__.___-_-.._-_-_..__-_____-____a. IfYES: PIese•AnaserUse Fahloeinel a .Does the Applicant have a Qualified Inspector On Q Q Staff To Conduct the Required Inspections ? Yes No b. Does the SWPPP Indicate How Frequently the Site O r --J Ust the NAMES or description orall Potentialyh ile ato ll Wase oIodles ndforwetlands Inspections will Occur and for What Period of Time? Yes No N(/1Lcrex:,kJi-a-o-nc?- SJY_1 4_0#4 c. Does the SWPPP Adequately Identify All Temporary [_] = _6M—) .. _... and/or Permanent Soil Stabslization Measures? Yes No ------ - .............._____. ___._____ d. Does the SWPPP Adequately Idenfity a Complete = 0 -- Project Phasing Plan ? Yes No e. Does the SWPPP Indicate Additional Site Specific Q Q salux of impacted waterbrwy: (.a. TMDt, sos(d) rated, anpalnd._) Practices that Will be Ut llzed to Protect Water Quality? Yes No L Has the Applicant Submitted a Completed DEC Notice Of Intent and SWPPP Acceptance Forn for Review = Q _ - ........ L.._ Type a Impacted waartrodr: (•8 wa• Cn•Ir. nay. Pond Souund,nd,Frashnsixwea•nd...) by the Town of Southold? Yes No Mar,t',�. STA"IT, OF NEW YORK, COUNTY ... ....................... SS ^�, j1y,�, �O,F� That I, h ja ..t��;1�1//.�� Sl GACA ............................... being duly swom, deposes and says that Ire/she is the applicant for Permit, (rfimeoflndlNdVIsigning 1) �j� �f�,��� And that he/she is the I� PI��� ....:...... !..llrJ!.I.CX/d.................................................................................................... (Omar, Caotracbr, Agent• Ccrpxate Olacx, e1G) Owner and/or representative of the Owner or Owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the mariner set forth in the application filed herewith. Sworn to bef re me this; .... �.........I day of ....... ............. Notary Public: ....fJA ../1iL/1 .. .............. - ...................................... . (signature a Appiranq SWPPP Assessment FORM: 03-12 N Vu/l slwl7 q K)1-( Na o �(v07. 0 • MILL CREEK RESTAURANT AND MARINA CONSTRUCTION ACTIVITY Development activities for this project will consist of the construction of a new bulkhead along with all associated site work. The site work will include: grading of the along the proposed bulkhead; installing the proposed drainage structure; and installation of underground piping from the existing building gutters and downspouts to the existing / new drainage structures. All improvements are to conform to State, County and local standards and specifications. GENERAL SEQUENCE OF SITE ACTIVITIES 1. Installation of erosion control measures (silt fence barriers, slope stabalization). 2. Installation of the temporary turbidity curtain on the relocated floating dock in boat basin during construction of new bulkhead 3. Construction of the new bulkheading 4. Installation of drainage structures, underground lines. i. Removal of the erosion control measures. SITE DATA Site Area: 3.27 Acres Soil Classification: See test hole Receiving Waters: Southold Bay POLLUTION CONTROL MEASURES In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment control measures including, but not limited to, the following shall be employed during construction: A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shall remain undisturbed. B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are exposed. A maximum of 5 acres shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in accordance with the soil conversation service recommendations. 0 • C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are completed, or if construciton on an area is suspended, the area shall be seeded immediately. a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. b. Soil Amendments 1. Lime to ph 6.0 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) c. Seed Mixtures 1. Temporary seedlings a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) b. Certified "Aroostook" winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in October/November. 2. Permanent seedlings - See Landscaping plans D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from cleared slopes. E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until construction is complete. F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be removed or cleaned on a daily basis. G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be protected from sediment buildup through the use of appropriate inlet protection. H. Appropriate means shall be used to control dust during construction. I. Sediment barriers and other erosion control measures shall remain in place until upland disturbed areas are permanently stabilized. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be cleaned and flushed as necessary. J. The owner/operator/contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance measrues are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. The owner/operator/contractor is required to maintain copies of the SWPPP and Contractor Certification Statements on site during construction. K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as shown on Site Plan along with the placement of dumpsters to control the buildup of debris. The contractor shall periodically clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. L. The contractor must complete the construction sequence schedule in the report with start and end dates. The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to the Engineer/Architect for revision of the SWPPP where appropriate. • Elizabeth Thompson, Chairperson Reynolds duPont, Jr. Herbert Ernest Joseph Lee Ronald McGreevy Howard Meinke Nicholas Planamento Mark Schwartz Stephen Geraci • `s Town Hall Annex .� 54375 Route 25 PO Box 1179 Southold, NY 11971 yl� Fax (631) 765-6641 Telephone: (631) 765 - 1892 southoldtown.northfork.net Town of Southold Architectural Review Committee Minutes APO 2 4 W 4:OOp.m., April 19, 2012 Town Hall Annex Executive Board Room Members Present: Elizabeth Thompson, Chairperson; Ron McGreevy; Joseph Lee; Nicholas Planamento; Stephen Geraci; Brian Cummings, Town Planner; Elizabeth Cantrell, Secretary The minutes for the March 15, 2012 meeting were approved. Introduction• All applicants will give a presentation consisting of drawings, exterior materials samples and other information required by the Planning Department to the Committee. The Committee will ask questions and make suggestions as part of a general discussion with each applicant. Final recommendations from the ARC will be presented to the Planning Board in the ARC Meeting Minutes, and be made part of the Planning file for that application. The Planning Board will consider these recommendations, together with all comments from other agencies, and provide the applicant with a comprehensive written list of its requested revisions. New Application: • MILL CREEK INN & MARINA SCTM#:1000-56-7-2 Brian Cummings, Town Planner presented the project for the proposed improvement and renovation to an existing 50 slip marina & 8,989 square foot restaurant with new marina/ dock master building, parking areas and site drainage on a 3.27 acre parcel in the M -II Zoning District. Page - 1 -of 2 _J 0 0 A motion was made to approve the proposed project as submitted and reviewed at this meeting. Motion seconded. A motion was made and seconded to close the meeting at 4:35PM. All in favor. Page -2-of2 Cummings, Brian A. From: Fisher, Robert Sent: Wednesday, April 18, 2012 3:23 PM To: Cummings, Brian A. Subject: MII Creek 56-7-2 Film, The only consideration I have is that the gravel driveway be able to support a minimum of 75,000 pounds. Thank you Robert Fisher Fire Inspector robert.fisher@town.southold.nv.us (631)765-1802 1 tea is 01 0 PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III MARTIN H. SIDOR aso 01 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: James King, President Town of Southold Board of Trustees From: Donald J. Wilcenski, Plrg Board Chair Planning Board Date: April 18, 2012 Re: Site Plan for Mill Creek Inn & Marina SCTM#1000-56-7-2 64300 NYS Rt. 25, Greenport MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 The Planning Board refers this application to the Board of Trustees for your information, comments, review, and certification, if applicable. The file is available at your convenience. This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel in the M-11 Zoning District, Greenport. Thank you for your cooperation. S A M U E L S& S T E E L M A N April 16, 2012 Planning Board Town of Southold Town Hall Annex 54375 Route 25 Southold, NY 11971 Re: Site Plan Approval Mill Creek Inn & Marina 64300 Route 25 Greenport, NY 11944 SCTM # -1000-56-07-02 Dear Board Members, APRIa212 Last week, Eugene Burger and I met with Mike Verity, Chief Building Inspector to discuss the open Building Permit (#36485 - see attached) for the Mill Creek Inn and to determine what improvements Burger Construction was allowed to proceed with while Site Plan Approval was pending. This original building permit was issued to the former owner and re -issued to Mill Creek Partners, LLC on June 17, 2011. The permit with expire on December 16, 2012. The building permit is for construction of a new Restaurant and Decks on the first floor with Attic Storage on the second floor. Construction was stopped with the exterior shell of the building, 95% complete, minus the gutters. The Decks at the First Floor level were partially framed but not completed. The interior was left unfinished with only the studs exposed. Since the building permit is still in effect, it was determined that Burger Construction was able to proceed with all of the interior improvements which will include installation of the required sprinkler system for fire suppression, new elevators, stairs, plumbing, electric, mechanical systems, all interior finishes including flooring, interior doors and trim, and installation of a new commercial kitchen. Interior finishes to the Second Floor Restaurant or any proposed exterior improvements will not begin until Site Plan Approval has been received and a revised Building Permit issued. Gutters have been installed recently to control all roof runoff as per the Town of Southold's storm water runoff requirements. io;I-t1-hW, I\\ 6 ; i , _.t.1 -r, ui- 0 In addition, Mill Creek Partners have received approvals from the NY State Department of Environmental Conservation and the Board of Southold Town Trustees for the construction of a new bulkhead and decking along the southern edge of the existing building. It was determined that the condition of the existing bulkhead adjacent to foundation of the restaurant was substandard and replacement of the existing bulkhead would be required. Construction of this bulkhead will be starting within the month. Copies of both of these permits and a copy of the Building Permit are enclosed for your records. If we can answer any questions, please do not hesitate to call. cc: Mr. Michael Verity Mill Creek Partners, LLC Enclosures BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7691 DATE: NOVEMBER 16, 2011 ISSUED TO: MILL REEK PARTNERS, LLC PROPERTY ADDRESS: 64300 MAIN RD.. SOUTHOLD SCTM#56-7-2 AUTHORIZATION Pursuant to the provisions of Chapter 275 and Chapter 1 I I of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 16, 21 in consideration of application fee in the sum of $250.0_ paid by Mill Creek Partners, Lt,C and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits Following: Wetland Permit for the existing wood decking and steps located off the eastern sic of the existing restaurant, containing 1,050 sf.; the existing stone paver patio and steps located off the southeastern corner of the existing restaurant, containing 475 SE; reconstruct the existing wood decking and steps located between the southern side of the restaurant and bulkhead, containing 690 sf.; and to construct new bulkheading located along the north side of the boat basin measuring 153 If., 3' further south and elevate to match the existing surrounding grade, and as depicted on the site plan prepared by Nam L. Steelman, R.A. last dated October 25, 2011 and stamped approved on November 16, 2011. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. so�snewtr�OG��, BUILDING DEPARTMENT m ? TOWN CLERK'S OFFICE 44, ao�, SOUTHOLD, NY 14, BUILDING PERMIT (THIS PERMIT MUST BE KEPT )N THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36485 Date: 6/17/2011 Permission is hereby granted to: 64300 MAIN RD. SOUTHOLD, LLC C/O SILVERSTONE PROPERTY GROUP — -- _ 825 THIRD AVENUE FL 37TH----- NEW YORK, NY 10022 To: CONSTRUCTION OF A NEW RESTAURANT BUILDING WITH ATTIC STORAGE ONLY PER DEC, TRUSTEES, SCHD W/ FLOOD PERMIT/COMPLIANCE AE(8) - REPLACES PERMIT #32599 At premises located at: 64300 MAIN RD GREENPORT, N.Y. 11944 SCTM # 473889 — Sec/Block/Lot # 56.-7-2 Pursuant to application dated 6/17/2011 and approved by the Building Inspector. To expire on 12/16/2012. Fees: NF\' i IVI r [SNG/ADDITION/ALTER. S3,646.2C PERMIT RENEWAL S5, I 11 6( CO - COMMERCIAL, $50.00 Total: S8,S0?.8C ,tet /{---- Building Inspector i1N:1�1 QIiK ti'I'-1I'C: DIiYA3 &N-1 OF # NVIRON HENNAS. CONSERVA fad:—P, PLC II3 PERMIT the Environmental Conservation Permittee and Facility Information Permit IssuM To: LUGS .til: BURGER PO BOX 32 CU`1 CHOGI:L. N'Y ]!v,5-0326 Facility Application Contact: SUFFOLK ENVIRONMENTAL CONSULTING INC PO BOX 2003 BRIDGEHAMPTON, NY 11932-2003 (631)537-5160 r.,Cgt•o,.. q, 6 300 MAIN RD (RTF '25) - 45U' t;'0 DOLPHi_�\' R''SC"l 1t+Or '-56-7 7ft'T i()1,5'tiY i19-. Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 718.756 NYTM-N: 4550.754 1 3 Itudc 41 0-143.1' Long tudc: 72023'45.4" it tl::,c ifuu }lit vr1D '„S ilj 15J;:,ea `ve, ncv. i. ult.hlal * arj Ui t'XiS ::ice J"1hi:. Expand w lk«ay la, dtiari „fbulk?a ad to 6' ,�rdtl. L cndmv c.I<tI!everea ��alks b'y n. t'rojcct to be in accordance with plans by Samuels and Steelman last revised 2,'7,`12 and stamped NYSDEC approved on 2!1712012, (JAW) Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-03462;00003 New Permit Effective Date: 2/17/2012 Expiration Date: 2/16/2017 Water Quality Certification - Under Section 401 - Clean Water Act Permit ID 1-4738-03462/00004 New Permit Effective Date: 21'17,12012 Expiration Date: 2/16'2017 Excavation & Fill in Navigable Waters - Under Article 15, Title 5 Permit ID 1-4738-03462/'00005 New Permit Effective Date: 2/17'2012 Expiration Date: 2'16' 1 Pag; I of " ah Sf ATE DEPA 1013N'T 4F EN'V IRONNIEN ( qt, Cf)\SERt'a�NWNW .:C 11) 1-:738-a:,:s2 IQUW VSDEC Approval Bp acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, ancfall-conditions included as part of this permit. - ,d YS RFjGIO v 1 Hr DQi.. iR I �S � . AY ra SY0 ' 1'ROOL S ,�ONY B!Z OOK, 9,1 - 404 t Authorized Sismature: SUFFOLK ENVIRONMENTAL CONSULTING INC Habitat - TW JOHN A WIELAND Permit Components NA1 URAL RESOLIPCE PERMIT CONDITIONS WATER QUALITY CERTIFICATION SPECIFIC CONDITION GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS; WATER QUALITY CERTIFICATION; EXCAVATION & FILL IN NAVIGABLE WATERS 1. No Interference With Navigation There shall be no unreasonable interference with navigation by the work herein authorized. 2. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Samuels & Steelman last revised 2/7/12. Pn-ue 2 of 0 PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III MARTIN H. SIDOR 0 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Scott A. Russell, Supervisor Members of the Town Board Elizabeth A. Neville, Town Clerk cc: Town Attorney From: Brian Cummings, Planner Date: April 16, 2012 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1838 Fax: 631 765-3136 Re: Site Plan for Mill Creek Inn & Marina 64300 NYS Route 25, 424' west of Dolphin Drive, Greenport SCTM#1000-56-7-2 The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel in the M -II Zoning District. Thank you for your cooperation. PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III MARTIN H. SIDOR �*1 SOUryolo H O ��y00UNf'1,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Damon Rallis, Code Enforcement Officer Robert Fisher, Fire Marshall From: Brian Cummings, Planner Date: April 16, 2012 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631765-3136 Re: Site Plan for Mill Creek Inn & Marina 64300 NYS Route 25, 424' west of Dolphin Drive, Greenport SCTM#1000-56-7-2 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel in the M -II Zoning District. Thank you for your cooperation. 9 PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III MARTIN H. SIDOR • MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Memorandum To: Elizabeth Thompson, Chairperson Southold Town Architectural Review Committee From: Brian Cummings, Planner Date: April 16, 2012 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631765-1938 Fax: 631765-3136 Re: Request for Review and Comments on Mill Creek Inn & Marina Site Plan 64300 NYS Route 25, 424' west of Dolphin Drive, Greenport SCTM#1000-56-7-2 The Planning Board refers this site plan application to your committee for review and comments. This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel in the M -II Zoning District. Thank you. Encls.: Site Plan Application and Site Plan Elevations PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS KENNETH L. EDWAR.DS JAMES H. RICH III MARTIN H. SIDOR at PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Brian Cummings, Planner2� Date: April 16, 2012 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 Re: Site Plan for Mill Creek Inn & Marina 64300 NYS Route 25, 424' west of Dolphin Drive, Greenport SCTM#1000-56-7-2 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel in the M -II Zoning District. Thank you for your cooperation. Encls: Site Plan Application Site Plan PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III MARTIN H. SIDOR L pf SObryo� CP I�COUfl PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Brian Cummings, Plannerz) Date: April 16, 2012 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631765-1938 Fax: 631765-3136 Re: Site Plan for Mill Creek Inn & Marina 64300 NYS Route 25, 424' west of Dolphin Drive, Greenport SCTM#1000-56-7-2 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel in the M -II Zoning District. Thank you for your cooperation. 0 PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III MARTIN H. SIDOR April 16, 2012 Chief, Greenport Fire Dept. P.O. Box 58 Greenport, NY 11944 0 SOUIyo�yy • �9z ��y00UNfY,N"�'" PLANNING BOARD OFFICE TOWN OF SOUTHOLD Re: Request for Review on Mill Creek Inn & Marina 64300 NYS Route 25, 424' west of Dolphin Drive, Greenport SCTM#1000-56-7-2 Dear Chief: MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1838 Fax: 631765-3136 The enclosed site plan application is being referred to you for your comment on matters of interest to the fire department, including fire department equipment access, emergency services, and any other issue that may be of concern or relevance to this application. Please respond with your recommendations at your earliest convenience. This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel in the M -ll Zoning District. Please contact me at (631)765-1938 if you have any questions. Thank you for your cooperation. Sincerely, Brian Cummings Planner Encls.: Site Plan Application Site Plan Building Specifications PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III MARTIN H. SIDOR 0 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: James Richter, Engineering Inspector From: Brian Cummings, Planner® Date: April 16, 2012 Re: Site Plan for Mill Creek Inn & Marina Application Name: Mill Creek Inn & Marina Tax Map Number: 1000-59-7-2 Location: 64300 NYS Rt. 25 Type of Application: Sketch Subdivision Map Preliminary Subdivision Map Final Subdivision Map Road Profiles Grading and Drainage Plans Other Site Plan Revised Site Plan Grading and Drainage Plans Other (AS BUILT) MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631765-3136 (Dated: ) (Dated: ) (Dated: 1 (Dated: 1 (Dated: ) (Dated: 1 (Dated: 3/2/12 1 (Dated: 1 (Dated: 1 (Dated: 1 Project Description: This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel in the M -II Zoning District, Greenport. Additional Comments: Comments are appreciated by MAY 9, 2012. Thank you for your cooperation. 0 PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III MARTIN H. SIDOR pf SOUIyo�yy T -courrrr, PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631765-1938 Fax: 631765-3136 To: New York State Department of Environmental Conservation From: Brian Cummings, Planner Date: April 16, 2012 RE: Site Plan Application Review — • Request for Comments pursuant to Southold Town Code §280-131 • SEQR Lead Agency Request • Coordinated review under SEQR Dear Reviewer: The purpose of this request is to seek comments from your agency, and also to determine lead agency and coordinate review under Article 8 (State Environmental Quality Review Act- SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; and 4. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. 0 0 Southold Referral & SEQR Coordination Page Two April 16, 2012 Planning Board Position: (x) This agency wishes to assume lead agency status for this action. () This agency has no objection to your agency assuming lead agency status for this action. () Other (see comments below) Comments: Project Name: Mill Creek Inn & Marina Address: 64300 NYS Rt. 25, Greenport Tax Map #: 1000-56-7-2 Requested Action: This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel in the M -II Zoning District, Greenport. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings, Planner (631)765-1938 Enclosures: • Environmental Assessment Form • Site Plan Application Form • Site Plan(s) 0 PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III MARTIN H. SIDOR 0 SOpryo� co l�COUVt PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Planning Commission From: Brian Cummings, Planner Date: April 16, 2012 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631765-1938 Fax: 631765-3136 RE: Site Plan Application Review — • Request for Comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131 • SEQR Lead Agency Request • Coordinated Review under SEQR The purpose of this request is to seek comments from your agency, and also to determine lead agency and coordinate review under Article 8 (State Environmental Quality Review Act-SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable: Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern'you believe should be evaluated; 3. Your jurisdiction in the action described below; and 4. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. Southold Referral & SEQR Coordination Page Two April 16, 2012 Planning Board Position: (x) This agency wishes to assume lead agency status for this action. () This agency has no objection to your agency assuming lead agency status for this action. () Other (see comments below) Comments: Project Name: Mill Creek Inn & Marina Address: 64300 NYS Rt. 25, Greenport Tax Map #: 1000-56-7-2 Requested Action: This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel in the M -II Zoning District, Greenport. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings, Planner (631)765-1938 Enclosures: • Environmental Assessment Form • Site Plan Application Form • Site Plan(s) 2 E PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III MARTIN H. SIDOR 0 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Department of Health Services From: Brian Cummings, Planner Date: April 16, 2012 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1838 Fax: 631 765-3136 RE: Site Plan Application Review — • Request for Comments pursuant to Southold Town Code §280-131 • SEQR Lead Agency Request • Coordinated Review under SEQR The purpose of this request is to seek comments from your agency. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; and 4. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. 0 0 Southold Referral & SEQR Coordination Page Two April 16, 2012 Planning Board Position: (x) This agency wishes to assume lead agency status for this action. () This agency has no objection to your agency assuming lead agency status for this action. () Other (see comments below) Comments: Project Name: Mill Creek Inn & Marina Address: 64300 NYS Rt. 25, Greenport Tax Map #: 1000-56-7-2 Requested Action: This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel in the M -II Zoning District, Greenport. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings (631) 765-1938 Enclosures: • Site Plan Application Form • Site Plan(s) • Environmental Assessment Form 2 6 PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III MARTIN H. SIDOR April 13, 2012 Ms. Nancy Steelman c/o Samuels & Steelman 25235 Main Road Cutchogue, NY 11935 • MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Re: Site Plan for Mill Creek Inn & Marina SCTM#1000-56.-7-2 Dear Ms. Steelman: I am writing as a follow-up to the Work Session held on April 9, 2012 where the Planning Board formally accepted the above -referenced site plan for review. The Planning Board, its Staff, Town departments and relevant agencies will provide additional comments following full review. If you have any questions regarding this site plan or its process, please do not hesitate to call this office. Very truly yours, Brian A. Cummings Planner WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, April 9, 2012 4:00 p.m. Southold Town Meeting Hall 4:00 p.m. Applications 5:30 p.m. Review Public Meeting Agenda 11 STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION STATE OFFICE BUILDING 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, N.Y. 1 1 788-551 8 SUBIMAL CHAKRABORTI, P.E. REGIONAL DIRECTOR April 2, 2012 Mr. John J. Condon, P.E. Condon Engineering, P. C. 1755 Sigsbee Road Mattituck, NY 11952 Your March 14. 2012 Submission Mill Creek Inn and Marina NY 25, Southold SCTM #1000-05600-0700-002000 Our Case No. 12-29144P Dear Mr. Condon: 501 b JOAN McDONALD COMMISSIONER This is to acknowledge receipt of your submission of the above project application. In order to work within the right of way of NY 25, a NYSDOT Highway Work Permit will be required. We are in the process of reviewing this submission. When our review is complete, we will notify you by letter to provide you with further direction in the Highway Work Permit application process. This permit application should be sensitive to the unique visual and historic setting of the Long Island North Shore Heritage Area, which runs from the Queens/Nassau County line to Orient Point, and from Route 25 or I495, whichever is farther south, north to Long Island Sound. Questions concerning this matter should be directed to Mr. Mark Wolfgang at (631) 952-7973. Please send all correspondence to his attention at the address above. Please always refer to the subject Case Number. Thank you for your cooperation concerning this matter. Very truly yours, OR!GINIU S!7"' °Y SHiif:(,';. ,:. SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety AM -a X1 __J Mr. John J. Condon, P.E. . April 2, 2012 Page 2 of 2r cc: . Peter Harris, Superintendent of Highways, Town of Southold Martin Sidor, Planning Board Chairperson, Town of Southold SAS:MDW:mm S A M U E L S& S T E E L M A N March 2, 2012 Southold Town Planning Board Southold Town Hall Annex 54375 Main Road Southold, NY 11971 Re: Site Plan Approval Mill Creek Inn and Marina 64300 Main Road (NY State Rt 25) Greenport, NY SCTM # -1000-56-07-02 Dear Board Members, MR - 6 2012 As per the Notice of Disapproval from the Town of Southold Building Department dated February 29, 2012, we are submitting the following documents for Site Plan Approval. 1. Notice of Disapproval 2. Site Plan Application 3. Applicants Affidavit 4. Agent Authorization 5. Transactional Disclosure Forms 6. Long Environmental Assessment Form 7. LWRP Consistency Assessment 8. Check # 162821- Amount to be determined 9. Building Permit #36485 dated 6/17/2011 10. 4 Surveys 11. 9 sets of Site Plan Documents a. SP 1 - Key Map b. SP 2 - Site Plan c. SP 3 - Enlarge Site Plan - North d. SP 4 - Enlarge Site Plan - South e. SP 5 - Grading, Drainage & Layout f. SP 6 - Landscape and Lighting g. SP 7 - Sections at Basin h. 1 - First Floor Plan i. 2 - Basement and Second Floor Plan j. 3 - Building Elevations AR(}OTE( I _ �2 iii MAIN RUAD CUI( 11(A UC NFw V )RF 11ofS 6 1 -; 1 (40; \y (� i i - �a eau- • C1 If we can answer any questions, please contact us at anytime. Sincerely, SamueA and Steelman Architects M tRQJECT NAME: I l fee�, (1 ���IA� `vim ZONEI:I�', N ZONE2:_ ZONE3:_ 'LOCATION: 1 HANEEE : SCTM# I OOO - �� - r+Tr"f `-� hl I T=I 3! 1 11 PROJECT DESCRIPTION: At) an - n r v n v lv, REFERRED DATE EXISTING USE:PROPOSED USE: I APPROVAL DATE NOTES A Ce -A u DATE BUILDING DEPARTMENT NOTICE: S/P REQUIREPaik N ZBA AP RE Y -Rlli—/—/— I -P� -1-� �/ � 44 PRE-SUBMISSION CONFERENCE (WITHIN 30 DAYS OF WRITTEN REQUEST) - —/—/— NOTES: _ BUILDING DEPARTMENT CERTIFICATION: INFORMAL REQUEST FOR REVISIONS: —/—/— APPLICATION RECEIVED DATE: a / / (� APPLICATION PROCESS DATE: —/—/— PAYMENT RECEIVED: AMOUNT RECEIVED:$ NEW SP: $500JACRE &.10/SF, AMENDED SP: $250. +.10/SF, AGRIC SP: FLAT $500 FEE AMOUNT: ($ .00 X m$ )4($.10 X SF=$ 1 �A I 44A40 NEW APPLICATION WORK SESSION (WITHAL 10 DAYS OF RECEIPT), PB ACC Y R NAx� - DEP.OF TRANSPORTATION: DOT , DPW_, TOS_ APPLICANT ADVISED OF NECESSARY REVISIONS (WITHIN 30 DAYS OF REVIEW)/— SUFFOLK COUNTY DEPARTMENT OF PLANNING: BUILDING DEPARTMENT MEEETING 100-254B3 30 DAYS) /—/— NOTES: REVISED SUBMISSION RECEIVED: _ —/—/— NOTES: OPTIONAL APPROVALS: ZONING BOARD OF APPEALS: APPEAL#. -J-/- -- -J-/-LV t V t a-� - REFERIZ�DDAGICIES: (WT1T3 MAPS�1iV/P) / STZBA s•rcrr81H_� STBTY XE CDHS14YSDECZUSACORPS--,NYSDOT SCWA_, SCPD SCDPW.LwRvv RESPONSESNOlES LEADAGENCY: TOSP&-*/ PARTI_, PART 3. PART 3� SHORT W-LONGRAF_ —/—/— NOTES; - UNCOORDINATED: ACTION TWE: COO NA •— _ — (TYPE7:— TYPE2:—UNLISTED: _ REFERRED TO: 5TBD_,STCRB— JH— ST � S E—SCDNS l-NNYYSDEC_,USACORPS_,NYSD _ SCWA� SCPD_, SCDPW_ - SE RA DETERMAtATION :NEG DE Y N, AnV. APPROVALS REQUIRED: REFERRED DATE NOTES I APPROVAL DATE NOTES ARCHITECTURAL REVIEW COMMITTEE: _ -- I -P� -1-� �/ � 44 - CTOM LWRP COORDINATOR-'_fIa _ BUILDING DEPARTMENT CERTIFICATION: _ / - FIRE COMMISSIONERS:. TOWN ENGINEER APPROVAL: Trr-lfv-Qa 1 �A I 44A40 1 `. I - DEP.OF TRANSPORTATION: DOT , DPW_, TOS_ SUFFOLK COUNTY DEPARTMENT OF PLANNING: -a-/-lLJ-LQL SUFFOLK COUNTY DEPT OF HEALTH :PERMIT OPTIONAL APPROVALS: ZONING BOARD OF APPEALS: APPEAL#. -J-/- -- -J-/-LV t V t a-� - BOARD OF TRUSTEE'S: / / / •- NOTES APPROVED SITE PLANS TO: BUILDING DEPT D A'_1 fj�L TOWN ENG SAW Planning Department StIlReport Site Plan Application Work Session Date May 6, 2013 Prepared By: Brian Cummings I. Application Information Project Title: Mill Creek Inn & Marina II. Action Review all staff comments. This site plan is for a proposed 50 slip marina & 8,989 s.f. restaurant with marina/dock master building, parking areas and site drainage on a 3.27 acre parcel and a proposed boat yard and 71 parking stalls on a 4.74 acre adjacent parcel (56.-7-4.1) in the M -II Zoning District, Greenport. III: Analysis A. This application has successfully obtained permits from the NYSDOT, NYSDEC and ST Trustees. DEC requirements have been included in the site plan including separate site plan pages for DOT, SWPPP and sanitary/septic system information. Planning Board letter dated April 11, 2013: 1. Provide a revised Photometric Plan to meet Code requirements for exterior lighting pursuant to §172. This is necessary due to the areas on the plan where the foot candle measurements exceed the Code maximum 5.0 foot candles. Submitted: A revised photometric plan has been submitted and includes only one (1) foot candle measurement value that exceeds 5.0 (listed at 5.1). The remaining values on the entire site do not exceed 5.0 foot candles. Provide proof for the filing of the required covenant and restrictions for the mandatory bi-annual pump -out of the grease trap(s) and septic tanks. The receipt of filing must be submitted to this Department to satisfy the requirement. Submitted: A receipt of filing with the County Clerk has been provided to this Department. The covenant was filed April 26, 2013; Liber D00012727 Page 711. 3. Provide the approved site plan from the Suffolk County Department of Health Services with an original SCDHS approval stamp. 0 4P Staff: Approval from the SCDHS remains outstanding. V: Staff Recommendations 1. Require the Applicant to obtain approval from the Suffolk County Department of Health Services (SCDHS) and provide the site plan with an original SCDHS approval stamp. 2. Instead of requiring the Applicant to revise the entire photometric plan, consider an alternative such as installing a bulb in the particular fixture that shows a foot candle measurement of 5.1 to something lower in wattage than the bulb currently proposed to ensure that the lighting meets §172 of the Town Code. SOURld Planning Department Staf Report Site Plan Application Work Session Date April 8, 2013 Prepared By: Brian Cummings I. Application Information Project Title: Mill Creek Inn & Marina II. Action Review all staff comments and schedule for a determination. This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel and a proposed boat yard and 71 parking stalls on a 4.74 acre adjacent parcel (56.-7-4.1) in the M -II Zoning District, Greenport. III: Analysis A. This application has successfully obtained permits from the NYSDOT, NYSDEC and ST Trustees. DEC requirements have been included in the site plan including separate site plan pages for DOT, SWPPP and sanitary/septic system information. Planning Board letter dated December 5, 2012: 1. Provide on-site parking for bicyclists; this property abuts State Bicycle Route 25. Submitted: A bicycle rack has been provided on the site plan. 2. Add a condition to the site plan stating that the septic system will be pumped out twice a year, once in May and once in October. This pump -out requirement is required every year. This condition must also be filed as a covenant on the property. a. This condition and covenant is required as mitigation to the potential large impacts of the wastewater generated by this site to the groundwater and surface water. Submitted: A note has been included on the site plan (page SP -2). Staff: The covenant language has been provided to the applicant in order to file with the County Clerk's office. 3. Submit a Photometric Plan for all proposed exterior lighting on site. 0 0 a. The lighting must meet all requirements of §172 of the Town Code. The photometric plan shall display footcandle measurements in a grid, indicating the light levels for all proposed fixtures at the designated mounting heights up to all property lines OR until the footcandle measurements reach O.Ofc. In addition, please include lighting manufacturer specifications (cut sheets) for all proposed fixtures and their intended hours of illumination (please note if they are intended to be controlled by a timer). b. In no instance may any lighted surface, as installed, exceed five (5.0) footcandles unless it can be demonstrated that a higher level is necessary for the proposed use. (Higher levels should be based on guidelines established either in the IESNA Handbook or similar professional or governmental guidelines or regulations.) Submitted: A photometric plan has been submitted; however it is not in compliance with Town Code. Staff: After review, it was found that there are numerous values measured in and around the marina (as well as the terrace decks) that greatly exceed the maximum Code foot candle measurement of 5.0. The Applicant has been notified of these areas. 4. Add a condition to the site plan stating that a portable pump -out station will be available on-site for all vessels harbored in the marina. This condition shall be fulfilled by keeping an activity and maintenance log for the portable pump -out. Submitted: A note has been included on the site plan (page SP -2) 5. Remove the note found on page "SP -4" that says "New Septic System for Dock Master Building". Submitted: This notation has been removed. 6. Relocate one (1) ADA compliant space from the front of the building down to where the proposed handicap access ramp to the marina is located. A standard parking stall should be created in its place. Submitted: one (1) ADA space and subsequent ramps down to the docks have been provided adjacent to the marina on the site plan. 7. Landscape Plan: a. Provide Switchgrass (Panicum Virgatum) in lieu of the proposed Ornamental Grasses. Switchgrass have superior environmental qualities including the absorption of oil(s). 2 0 0 b. Provide Scarlet Oak or Red Oak trees in lieu of the proposed London Plane Trees. c. The Planning Board agreed that incorporating colored plantings to the landscape design would be nice and some leniency towards non-native plantings will be granted if located close to the building. d. The Planning Board would like to see at least 50% of the proposed landscaping to be native plantings and should be manageable with the replacement of the above mentioned trees and supplemental plantings around the proposed parking area. Submitted: Shenandoah Switchgrass has been provided on the landscaping plan in lieu of ornamental grasses. Red Oak Trees have been provided on the site plan as large shade trees in the proposed parking area. Eastern Redbuds have been proposed in the landscaped areas immediately around the building. V: Staff Recommendations 1. Require that the Photometric Plan be revised to meet Code requirements pursuant to §172. The Applicant has been notified of the areas on the plan where the foot candle measurements exceed the Code maximums. 2. Approval from the SCDHS remains outstanding. Once approval from the SCDHS is obtained, require that the Applicant submit the original map with the original approval stamps and seals to this Department for documentation review in comparison with the site plan before the Planning Board. 3. Covenant and Restrictions for the required bi-annual sanitary system have been provided to the Applicant for filing with the County Clerk. Proof of this filing (including the Liber and page) must be submitted to this Department to satisfy this requirement. Soutild Planning Department Stapheport Site Plan Application Work Session Date November 28, 2012 Prepared By: Brian Cummings I. Application Information Project Title: Mill Creek Inn & Marina II. Action Review all staff and agency comments. This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel in the M -II Zoning District, Greenport. III: Analysis 1. Concerns received by the Plannin¢ Department (via letters): a. Septic "leakage" coming from the elevated area in the front that contains the existing sanitary system and proposed wick system. The concern is raised from the uncertainty that the existing septic system is adequate for the proposed uses on site and could pose a problem with its proximity to existing wetlands. b. The elevated area as mentioned above also raises a concern for the business to the west of the subject location. There is a concern that the elevated area reduces the exposure of the adjacent business from vehicles traveling west on NYS Rt. 25 and could have a negative impact on their business. 2. SE RA: A Negative Declaration was passed on November 19, 2012, with mitigation measures to be taken by requiring a bi-annual (once in May, once in October) pump -out of the sanitary system due to its proximity to existing wetlands and potential adverse effects to ground water quality. a. This is to be included as a condition to site plan approval. 3. State of New York Department of Transportation (NYSDOT) a. In recent years, many states have employed access management as a major technique to address conflicts between through traffic and that generated by developments. The goals of access management are to limit the number 9 0 of access points, separate conflict points and remove turning traffic from through movements. New York State is utilizing this technique to minimize impacts to State Highways. We recommend, therefore, that cross access to this site be obtained from adjacent property. If this is not presently possible, it should be shown on the plans for implementation as part offuture redevelopment. 1. Staff: It seems this recommendation would be extremely difficult to put in practice; considering the elevations on the west side of the property and the existing wetlands to the east. b. This property abuts State Bicycle Route 25. Please show how bicyclists will be accommodated through the work zone when the shoulder is closed. Consider temporary orange W l-1 Shared Roadway Signs. c. We recommend that the property owner consider providing on-site parking for bicyclists. 2. Office of the Engineer: 1. Applicant was informed of the requirements made by the Town Engineers regarding the previously submitted SWPPP and has been in direct contact. 2. Staff spoke with James Richter on November 28, 2012, and Mr. Richter stated that the Applicant was currently making revisions to the SWPPP and a revised plan was forthcoming. 3. Greenport Fire District a. The Board of Fire Commissioners raised the following comments/concerns i. Are there any plans for installing a stand pipe to allow for Fire Department to connect over board? ii. Assurance that the roadway will be wide enough to allow for access for large vehicles in the event of a fire/emergency. iii. That all codes, (Town, County, State), be properly adhered to. 4. Fire Marshall a. The driveway must be able to support a minimum of 75,000 pounds. b. The driveway needs to be a minimum of 20 feet wide. c. The turnaround at the end of the driveway needs to be larger. See attached sheet from Fire Code. 5. Suffolk Countv Planning Commission a. Department of Economic Development and Planning b. The submitted site plan is considered to be a matter for local determination as there appears to be no significant county -wide or inter -community impact(s). A decision of local determination should not be construed as either an approval or disapproval. 2 E 6. Architectural Review Committee (ARC) a. At their April 9, 2012 meeting, the ARC "approved the plan as submitted." Southold Town Board of Trustees a. The addition of a fixed pump -out station for all vessels harbored in the marina b. Pump -out station requirements for offsite disposal of wastes due to the chemicals used in vessels so that the biological activity and functioning of on-site sanitary systems and cesspools are not damaged. c. The use of untreated/composite lumber on all decking of the docks, ramps, and floats. d. That the applicant adheres to all of the Town Codes that pertain to the proposed project. e. Concerns about using oil & bluestone material within the driveway area located at the north end of the property. f. The new proposed retaining wall along Route 25 should get a full drainage review by the Town Engineer. g. The "new" wetlands on the site is likely exempt as "man-made" under Chapter 275 as entire area was mined for clay to make bricks. 8. LWRP a. The proposed 50 slip marina & 8,989s.f. restaurant, parking areas and site drainage is CONSISTENT with the LWRP. The program supports the marina use in the area known as "Mill Creek" through policies 10.1 and 10.3. b. It is recommended that the following are addressed: 1. The parking spaces proposed on SCTM 1000-56.-7-4.1 within 36 feet from the freshwater wetland system to the east. It is unclear what amount of fill (if any) will be used in constructing the parking area. Clarify if fill is required. 2. Clarify which parking areas would be constructed using oil and stone or gravel— due to the proximity of the parking area on SCTM 1000-56-7-4.1 to the freshwater wetland the use of oil is not recommended. 3. Require vessel pump -out facilities on site. 4. To further policy 6.1 B. Protect and restore ecological quality by adhering to the following measures; which states: L Retain and add indigenous plants to maintain and restore values of natural ecological communities. ii. Include use of suitable indigenous plants in the landscaping plans for new development and in redevelopment projects where loss or disturbance of existing indigenous plants could not be prevented during construction. W. It is recommended that the Board require indigenous, drought tolerant plants in landscaping to reduce the need to irrigate and fertilizer application. Specifically, identify the large ornamental grasses proposed on the plans. c. The proposed location of the SANITARY SYSTEM for the Marina/Dock Master buildin is INCONSISTENT with the below listed policies. 5.1 Prohibit direct or indirect discharges that would cause or contribute to contravention of water quality standards. C. Ensure effective treatment of sanitary sewage and industrial discharges by: a. Encourage the use of alternative or innovative on-site sanitary waste systems where development or redevelopment of grandfathered parcels would otherwise increase the level of negative impacts on ground or surface waters, including wetlands. 5.4 Limit the potential for adverse impacts of watershed development on water quality and quantity. A. Protect water quality by ensuring that proposed expansion or intensification of existing watershed development results in: 1. Protection of areas that provide important water quality benefits B. Limit the individual impacts associated with development to prevent cumulative water quality impacts which would lead to a failure to meet water quality standards. 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction 1. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions. The septic tank is located 89+ feet from the freshwater wetland to the east and 36+ feet to the tidal wetlands to the west. The leaching pools are located 86 feet from the freshwater wetland to the east and 31+ feet to the tidal wetland to the west. The proposed location does not meet required Chapter 275 setbacks (below). D. Setbacks. [Amended 10-11-2005 by L.L. No. 17-20051 (1) The following minimum setbacks apply to any and all operations proposed on residential property within the jurisdiction of the Board of Trustees: (a) Wetland boundary. 4 0 0 [3] Sanitary leaching pool (cesspool): 100 feet. [4] Septic tank: 75 feet. It is recommended that wastewater resulting from the dock master building bathrooms be disposed of via a connection with the existing sanitary system landward of the Restaurant Building. 9. Landscape Plan: Goal: to create an aesthetically attractive layout while providing as many native; salt tolerant, deer resistant plantings to ensure survivability in this sensitive area. a. Hvdrangas (OK) b. Japanese Hollies: zero salt tolerance (proposed @ 48" high) c. Large Ornamental Grasses: needs clarification d. Vinca & other perennials (OK) e. London Plane Tree (American Sycamore): No salt tolerance, but does grow to a large/full shade tree. f. Japanese garden Juniper: proposed @ 18"high g. Crape Myrtle: low salt tolerance, not a native species It. Boxwood Hedge: (OK) i. American Beach Grass (OK) NOTE: Unless some of the proposed plants/trees listed above have a different common name; it appears none of the proposed plantings are on the Planning Board's "Recommended Native Plants" list. V: Staff Recommendations 1. Add a condition to the site plan stating that the septic system will be pumped out twice a year, once in May and once in October. This pump -out requirement is required every year. This condition must also be filed as a covenant on the property. a. This condition and covenant is required as mitigation to the potential large impacts of the wastewater generated by this site to the groundwater and surface water. 2. Submit a Photometric Plan for all proposed exterior lighting on site. a. The lighting must meet all requirements of § 172 of the Town Code. The photometric plan shall display footcandle measurements in a grid, indicating the light levels for all proposed fixtures at the designated mounting heights up to all property lines OR until the footcandle measurements reach 0.0fc. In addition, please include lighting manufacturer specifications (cut sheets) for 0 0 all proposed fixtures and their intended hours of illumination (please note if they are intended to be controlled by a timer). b. In no instance may any lighted surface, as installed, exceed five (5.0) footcandles unless it can be demonstrated that a higher level is necessary for the proposed use. (Higher levels should be based on guidelines established either in the IESNA Handbook or similar professional or governmental guidelines or regulations.) 3. In line with Town Code and the Fire Marshall, require a larger turn -around for the end of the driveway to the south. The current proposal is for 60ft; a minimum turn- around of 96ft is required for a cul-de-sac type. If possible, the Applicant might consider additional vegetation in a larger island in the center of the turnaround. 4. LWRP comments regarding vegetation: a. That more than 50% of the plants shown on the plan are from the Planning Board's recommended list of drought -tolerant indigenous species for landscaping. b. Identify the large ornamental grasses proposed on the plans. c. Include a note on the plan that existing native salt marsh vegetation along the bulkheads be retained. d. Replace the proposed Crape Myrtle plantings with Eastern Redbuds. e. Native trees to consider in lieu of proposed Japanese plantings: i. Eastern Red Cedar ii. Red maple iii. Eastern Redbud (salt spray tolerant and colorful) 5. Remove the note found on page "SP -4" that says "New Septic System for Dock Master Building". This notation appears to have an arrow pointing to nothing. 6. Relocate one (1) ADA compliant space from the front of the building down to where the proposed handicap access ramp to the marina is located. A standard parking stall should be created in its place. 7. Since this property abuts State Bicycle Route 25, it's recommended that the property owner consider providing on-site parking for bicyclists. 8. The applicant is advised to wait to make any revisions to the plans until after receiving approval from the SCDHS, the NYSDOT (at least preliminary approval of the site plan layout), and the Office of the Town Engineer for drainage plans. This is to ensure that the final version of the site plan the Planning Board reviews for a determination is the same as the plans approved by these other agencies. Soutad Planning Department Stafeeport Site Plan Application Work Session Date August 7, 2012 Prepared By: Brian Cummings I. Application Information Project Title: Mill Creek Inn & Marina I1. Action Review all staff and agency comments regarding requested variance from the ZBA and newly proposed "Boat Yard." This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel in the M -II Zoning District, Greenport. III: Analysis 1. Requested comments to the ZBA a. As a proposed use in the M -II zone, a "Restaurant' requires special exception approval. At one time, this parcel maintained a non -conforming status but lost this status after the parcel/restaurant was vacant for more than two (2) years. 2. Proposed "Boat Yard (storage of boats and trailers)" a. Included on the most recent site plan, the adjacent parcel to the east (leased by the applicant) now contains a "gravel paving" area to be designated as a proposed Boat Yard for storage of boats and trailers. b. Three (3) drywells are proposed within the designated Boat Yard area. c. Nine (9) shade trees proposed primarily in the parking areas of the adjacent parcel to the east. d. §280-77 Parking Requirements i. Boatyard, including boat sales and rentals 1. Sales and rental portion, 3 spaces, in addition to marina requirements 2. No parking spaces required for the proposed boat yard 3. Overall changes to the parking layout a. Previously submitted site plan that included a parking layout within the leased parcel to the east, provided 130 spaces with 5 ADA b. The recently revised map provides 1 I 1 spaces with 5 ADA. i. The inclusion of the Boat Yard has eliminated 19 parking stalls V: Staff Recommendations 1. Consider the relocation of the proposed Boat Yard area away from its current location which is in close proximity to existing wetlands and/or to an area on the plan where 0 0 the space can be utilized for parking during the busy season and boat storage through the winter. 2. Require the applicant to submit the Code required amount of (9) maps that include the Boat Storage area so that the revised plans can be referred out to relevant agencies. South% Planning Department Stafokeport Site Plan Application Work Session Date June 29, 2012 Prepared By: Brian Cummings I. Application Information Project Title: Mill Creek Inn & Marina Il. Action Review all staff and agency comments. This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel in the M -II Zoning District, Greenport. III: Analysis 1. Public Hearing held June 4, 2012 a. No concerns raised; only support of the proposed construction and site development. 2. Existing: a. Two-story 8,989s.f. restaurant 1. 15` floor: 5,656, 2nd floor: 3,333s.f. b. 50 slip marina 3. Proposed a. Renovated 180 seat restaurant (8,989s.f.) l . 15` floor: 6,656s.f. 2 2"d floor: 3,333s.f. 3. Dock Masters Building: 280s.f. a. M & F bathrooms, shower room and dock masters office. 4. First floor decks: 2,390s.f. 5. Raised terraces: 743s.f. b. 50 slip marina 4. Bulk Schedule/Code Requirements (M -II Zone) a. Maximum lot coverage 30%; 10.7% proposed b. 20% minimum landscape coverage; 56% proposed c. Parking required: 1. Restaurant: 1. 1 space per 3 seats or 1 space per 100s.f. of gross floor area (whichever is greater) a. 180 seats = 60 spaces 0 0 b. I" floor 3,117s.f. = 31.17 spaces c. 2"d floor 2,509s.f. = 25.09 spaces d. 56.25 spaces required for restaurant 2. Marina: 1. 1 space per boat slip a. 50 boat slips = 50 spaces required for marina 3. Total required: 110 spaces (5 ADA) d. Parking proposed: ** 130 spaces and 5 ADA** 1. 53 spaces proposed on restaurant site (56.-7-2) 2. 77 spaces proposed on adjacent parcel to the east (56.-7-4.1) 5. Zoning Board of Appeals 1. Request for variances: (1) proposed construction of a dock masters building 15' from an existing bulkhead, Code required minimum is 75'; (2) proposed renovation/construction of existing building 45' from existing bulkhead, Code required minimum is 75'. 2. The proposed parking schematic located on the adjacent parcel to the east has been brought to the attention of the ZBA and Chief Building Inspector via comments from this Board, a revised Notice of Disapproval may be necessary. 6. Referral responses a. Trustees Green ortDistrict Fire Marshall LWRP X Engineer X ARC NYSDEC SCPC SCDHS X NYSDOT b. Town En¢ineer: C. 1. The Office of the Town Engineer has been coordinating with the Applicant. 2. This Department has referred the recently submitted "Phase 2-SWPPP" plan and a copy of the DEC General Permit application for the above - referenced project to the Engineer for review. Comments forthcoming. 1. With reference to the letter dated June 26, 2012: 1. Permits Applied for: a. 1 -Article 25 Tidal Wetlands b. 1 -Article 15 Title 5 Excavation & Fill in Navigable Waters 2. Application for Permit is incomplete: E V: Staff Recommendations • a. Revise the project plans dated March 13, 2012 as follows: i. (1) Eliminate the new septic system proposed for the Dock Master Building. Standards for this structure cannot be met. Consider using the system already installed for the main building. This aspect of your proposal does not appear to be reasonable or necessary. ii. (2) Replace the proposed westerly 50 linear feet of rip -rap with a low sill bulkhead. Instead of extending the rip -rap out into the vegetated wetland, return the low sill bulkhead landward to meet the rip -rap at the bank. This should provide erosion protection to the inter -tidal marsh without cutting off tidal flow as the rip -rap may. 1. The proposed Oil & Bluestone Parking area is not recommended for this parcel. The gravel surface proposed for the majority of the site is recommended. 2. Grass pavers or some other form of alternative surfacing for the proposed parking area on the eastern parcel is recommended. Additionally, a small/shallow Swale with vegetation would be prudent to include with the proposed parking area due to its proximity to existing wetlands. 3. This application will be brought before the Board when all referral comments have been received and the SWPPP has been reviewed. SOUR Planning Department Stafbeport Site Plan Application Work Session — Completeness Date April 4, 2012 Prepared By: Brian Cummings I. Application Information Project Title: Applicant: Date of Submission: Tax Map Number: Project Location: Hamlet: Zoning District: II. Description of Project Type of Site Plan: Acreage of Project Site Building Size III: Completeness Review Mill Creek Inn Restaurant & Marina March 6, 2012 57.-7-2 64300 NYS Rt. 25 Greenport M-11 Commercial 3.27acres (57,885s.f. (41 %) underwater land) 8,989s.f. See attached checklist for Site Plan Requirements. IV: Analysis Description: This site plan is for the proposed improvement and renovation to an existing 50 slip marina & 8,989 s.f. restaurant with new marina/dock master building, parking areas and site drainage on a 3.27 acre parcel in the M -II Zoning District, Greenport. Brief summary: Renovations to existing restaurant and site improvements to include: New gravel parking areas, underground utilities, site lighting, new dockmaster/marina building, new landscaping, new low sill bulkhead, revetment, floating docks, basin/channel dredging, new guardrail around marina. 1. ZBA Variances a. Variances are required, however after checking with the ZBA it has been noted that the applicant has not yet applied. i. Accessory structure within 75' of bulkhead 2. Existing: a. Two-story 8,989s.f. restaurant 3. • L 151 floor: b. 50 slip marina Proposed Renovated 180 seat restaurant (8,989s.f.) i. 15` floor: 6,656s.f. ii. 2nd floor: 3,333s.f. iii. Accessory structure (dockmaster): 280s.f. iv. First floor decks: 2,390s.f. v. Raised terraces: 743s.f. 50 slip marina 5,656, 2nd floor: 3,333s.f. a. :7 i 4. Bulk Schedule/Code Requirements (M -II Zone) a. Maximum lot coverage 30%; 10.7% proposed b. 20% minimum landscape coverage; 56% proposed c. Parking required: i. Restaurant: 1. 1 space per 3 seats or 1 space per 100s.f. of gross floor area (whichever is greater) a. 180 seats = 60 spaces b. 1" floor 3,117s.f. = 31.17 spaces c. 2nd floor 2,509s.f. = 25.09 spaces d. 56.25 spaces required for restaurant ii. Marina: 1. 1 space per boat slip a. 50 boat slips = 50 spaces required for marina iii. Total required: 106.25 spaces (5 ADA) = 111.25 spaces Parking proposed: **53 spaces and 3 ADA** V: Staff Recommendations 1. Find the application complete and accept it for full review so that the referral process may begin. 2. Begin the SEQRA lead agency coordination process for this unlisted action. South& Planning Department 0 Checklist for Site Plan Application Completeness - Section 280-133 Project Name: Mill Creek Inn Restaurant & Marina Completed by: Brian Cummings Date: April 5, 2012 Received Comment A. Submission of a complete site plan application shall consist of: � (1) A completed site plan application form. (2) The site plan review fee, as specified in Subsection B below. Editor's Note: See now § 280-138, Fee schedule for �1 site plan applications. (3) A completed environmental assessment form. J (4) Nine copies of the site plan. (5) Four copies of a property survey, certified by a licensed land surveyor. B. Standards. Site plan design shall include the following items: (1) Technical data: (a) The lot block and section number of the property, taken 1 Checklist for Site Plan Application Completeness from the latest tax records. (b) The name and address of the landowner on record: [1] The names and addresses of adjoining landowners. [2] The name and address of the applicant, if not the same as the landowner. (c) The name and address of the person, firm or organization preparing the map, sealed with the applicable New York State license seal and signature. (d) Date, graphic scale and North point, whether true or magnetic; if magnetic, show the date of reading. (e) A survey prepared by a licensed surveyor or civil engineer. The site plan may reference a land surveyor's map or base reference map. All distances shall be in 1 feet and hundredths of a foot. All angles shall be given to the nearest 10 seconds or closer. The error of closure shall not exceed one in 10,000. (f) The locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 �l feet of the subject property, indicate the distance to the nearest intersection with a public street. (g) A separate key map showing location and owners of all adjoining lands within 500 feet, as shown on the latest tax records, at a scale of one inch equals 100 feet. (h) The location, width and purpose of all existing and proposed easements, setbacks, reservations and areas dedicated to public use within or adjoining the property, (i) A complete outline of other existing easements, deed 1 Checklist for Site Plan Application Completeness South& Planning Department restrictions or covenants applying to the property. (j) Existing zoning, including zone lines and dimensions. (k) Site plans drawn at the scale of one inch equals 20 feet. If all required information cannot be shown clearly on one plan, the information should be separated as `1 follows: [1] Alignment and schedule plan. [2] Grading and drainage. [3] Landscaping. [4] Other, e.g., site utilities. (2) Natural features: Received Comment (a) Existing contours with intervals of two feet or less, Not I I as er United States Submitted 2 Checklist for Site Plan Application Completeness referred to mean sea eve p Geological Survey datum. (b) Boundaries of any areas subject to flooding or stormwater overflows, tidal bays, saltwater marshes, beaches and all freshwater bodies, including wetlands and intermittent streams, perimeter boundaries of shoreline bluffs, dunes and beaches. (c) The location of existing natural features, including but not limited to natural drainage swales, watercourses, wooded areas and wetlands, as defined by the New York State Department of Environmental Conservation and the Board of Trustees of Southold Town, marshes, �l ponds, dunes, bluffs, beaches, kettleholes, escarpments, wildlife habitats, flood hazard areas, erosion -prone areas and trees of six inches in diameter at a point three feet above the trunk base. (d) The location of any existing cultural and historical features within 500 feet of the property boundaries. N/A (3) Existing building structures and utilities: (a) The locations, dimensions and outlines of all buildings, as defined in § 280-4 of this chapter, and all uses of the �I site. (b) Paved areas, including parking areas, sidewalks and l vehicular access between the site and public streets. (c) The locations, dimensions, grades and flow directions of any existing culverts, waterlines or sewage disposal systems, as well as other underground and aboveground utility poles and utility lines within and adjacent to the property. (d) The location and use of all buildings and structures, including curbcuts, within 200 feet of the boundary of the I subject property. 2 Checklist for Site Plan Application Completeness SOUR Planning Department • (4) Proposed construction: (a) The location of proposed buildings or structural improvements, indicating setbacks from all property lines and horizontal distances from existing structures. (b) The location and design of all uses not requiring structures, such as off-street parking and loading areas and pedestrian circulation. (c) The location, direction, power level and time of use for any proposed outdoor lighting or public address systems. (d) The location and plans for any outdoor signs must be in accordance with applicable sign regulations. (e) The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including existing and proposed topography with two -foot contours (on site and 20 feet beyond the property line) and spot elevations for buildings and all structures, drainage calculations, details of drainage structures and watershed areas, where applicable. (f) Grading and drainage plans shall be based upon site stormwater retention, in conformance with Chapter 161, Highway Specifications. (g) The location and listing of landscaping, buffering and street tree plans, including type, material, size, quantity and location. (h) The location of water and sewer mains, electrical service, cablevision and telephone installations, ground transformers fire wells and fire hydrants and/or any alternate means of water supply and sewage disposal and treatment. (i) Building elevations for all facades and floor plans showing the proposed use of floor area. Notes: N/A = Not Applicable Received Comment 0 Site Plan Application elements waivers: § 280-133 C. Notwithstanding the foregoing, the Planning Board shall have the discretion to waive any or all of the requirements of this § 280-133 by resolution at a duly noticed public meeting, for those applications involving modifications to existing structures with no substantial change to the existing footprint, where the Planning Board determines that such modifications or any change in use will not require significant changes to existing major site design features, as well as applications involving uses strictly related to agriculture (but excepting retail winery operations), if it determines such requirements are not necessary to protect and maintain the public health, safety, or welfare and to further the objectives set forth in § 280-129. 3 Checklist for Site Plan Application Completeness SOUTHOLD PLANNING BOARD SITE PLAN APPLICATION FO" VAN 6 mQ Site Plan Name and Location n Site Plan Name: Mill Creek Inn & Marina Application Date: 3 / 2 / 201-2 " Suffolk County Tax Map #1000- 56 _ 07 - 02 Other SCTM #s Street Address: 64300 Route 25 Hamlet: Greenport Distance to nearest intersection: 424' West of DolAhin Drive Type of Site Plan: x New _Amended Residential Zoning District Owners/Agent Contact Information rlease list M-11 ana phone rmmoer jor the people oetow: Property Owner Mill Creek Partners, LLC P.O. Box 326 City Cutchogue State NY Zip 11935 Home Telephone 631-734-5217 Other 631-484-9763 Applicant Same as above Street City State Zip Home Telephone Other Applicant's Agent or Representative: ContactPerson(s)* Nancy Steelman - Samuels & Steelman Architects 25235 Main Rd. City Cutchogue State NY Zip 11935 Office Telephone 631-734-6405 Other *Unless otherwise requested, correspondence will be sent only to the contact person noted here. Site Plan Application Form 2/1812010 Site Data Proposed construction type: New X Modification of Existing Structure _Agricultural Change of use Property total acreage or square footage: 3 .2 7 ac./sgr#%- 142,441 Sq ft. Site Plan build -out acreage or square footage: ac./sq. ft. Is there an existing or proposed Sale of Development Rights on the property? Yes No x If yes, explain: Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? Y x N If "yes", explain (and attach any necessary documentation — title report, subdivision approval, etc.) Building Department Notice of Disapproval Date: 02 / 29/ 2012 Is an application to the Southold Town Zoning Board of Appeals required? Yes x No If yes, have you submitted an application to the ZBA? Yes No x If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: Restaurant and Marina List all proposed property uses: Restaurant and Marina Other accessory uses: Marine/Dockmaster Buil Existing lot coverage: 6.5 % Proposed lot coverage: 6.5 % Gross floor area of existing structure(s): 8989 sq. ft. Gross floor area of proposed structure(s): same Area Parking Space Data: # of existing spaces: o # of proposed spaces: 53 Loading Berth: Yes x No Landscaping Details: Existing landscape coverage: 49 % Proposed landscape coverage: 56 Wetlands: Is this property within 500' of a wetland area? Yes x No Maybe_ 1, the undersigned, certify that all the Signature of Preparers✓ Site Plan Application Form 2/181201 is true. 2 Date: 3/2/2012 P i APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK L cc. 12 r• A v q 2 being duly sworn, deposes and says that he resides at kJ 4a) �,/v 27�, � � lQc� cL��-c �16gL,-,Z /i1/ 1/73t�, in the State of New York, and that he is the owner of the above Koperty, or that he is the of the A / I L R¢ %�a /lthru L . (Titl) (Specify whether Partnership or Corp.) which is hereby making application; that there are not existing structures or improvements on the land which are not shown on the Site Plan; that the title to the entire parcel, including all rights- of-way, has been clearly established and is shown on said Plan; that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submitted, as approved, will not be alter or changed in any manner without the approval of the Planning Board, and that the actual physical improvements will be installed in strict accordance with the plan as approved by the Planning Board. Signed Owner Signed IF—, Q (Partner or Corporate Officer and Title) Sworn to me this qday of ('P— Yy J4 ([j \ 1(Dt/�. Notary Public i PATRICIA RICHARDS " t,' n1 -i-try Public, Sb to of Now York s No.0IRISM2467 !Y 4a11Nsa! In Suffolk County I Gustrltnlselen Expiros May 30, Spgg-_ 2,01 TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: July 27, 2012 TO: Nancy Steelman for Principi Prop. LLC 25235 Main Rd. Cutchogue, NY 11935 JUL 3 0 2012 Please take notice that your application dated July 17, 2012 For permit for a Boatyard with Parking at Location of property: 64300 Rt. 25, Greenport, NY County Tax Map No. 1000 - Section 56 Block 7 Lot 4.1 Is returned herewith and disapproved on the following grounds: Pursuant to Article XIII, Section 280-55, Site Plan approval from the Southold Town Planning Board is required. Authorized Signature CC: file, Planning Bd. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. FOR INTERNAL USE ONLY • 1 L�1 �`��c SITE PLAN USE DETERMINATION bt l� Initial Determination Date: _/ _I D— Project Project it Date Sent: % / *)J/J 2– Suffolk County Tax Map No.:1000- 3`3� - __7_-_�L_ Zoning District: A a (Note: Copy of Building Permit Application and proposed use or uses should be submitted.) Initial Determination as to whether use is Initial Determination as to whether site plan is required: documentation as to SiC nature of Building ! JUL.2 Planning Department (P.D.) Referral: 2012 P.D. Date Received: ?//�� Date of Comment: ---M. DePT. TOWN OF SOUTHOLD Final Determination Date: Decision: Signature of Planning Dept. Sf@ Reviewer Rirnnahira of Riflidina InsnPctnr LEASE AGREEMENT LEASE AGREEMENT (this "Lease"), is made and entered into as of May IS 2012, by and between PRINCIPI PROPERTIES, LLC a New York limited liability company having an address at ("Landlord") and MILL CREEK PARTNERS, LLC, a New York limited liability company having an address at P.O. Box 326 Cutchogue, New York 11935 ("Tenant's. ' 1. PREMISES. Landlord is the owner of those certain premises known as (i) 64600 Main Road, Southold, New York, (ii) 25 Dolphin Way, Southold, New York, and (iii) 60 Dolphin Way, Southold, New York (collectively, the "Premises"). 2. TERM. A. The term of this Lease shall be for twenty (20) years, commencing on the date hereof and ending on the last day of the month in which the twentieth (20th) anniversary of the date hereof occurs (the "Expiration Date,% unless sooner terminated or extended as provided herein (the "Perm"). 3. FIXED RENT. A. Tenant shalt I a,,.u...a �• "•� ticl uses ror me entire term as follows: (i) on the execution of this Lease, and (ii) Lease. Other than Fixed Rent, no other on the expiration of this Payments are due or payable to Landlord hereunder. B. For the purpose Of this Lease� the from the date hereof until the last dayf the month in whiich�refer Period the first anniverof the date sary hereof shall occur. Each subsequent Lease Year shall refer to each subseuent period of twelve (12) consecutive calendar months during the Tenn. q C. Tenant shall accept delivery of the Premises in its "as is" condition. 4. USE. Tenant may use the Demised Premises for any lawful permitted use. 5. COMPLIANCE WITH LAW. regulations During the Term, Tenant, at its expense, shall comply with all laws, rules, and made by any governmental authority having jurisdiction over the Premises. (Lw /00617259.DOC/) 00/100 Dollars ($2,000,000.00) for injury to or death of more than one person in any one accident or occurrence. Tenant's insurance shall be primary with respect to any claim arising out of events that occur in the Premises. Such insurance may be provided under blanket insurance Policies covering other properties as well as the Premises and shall be maintained with an insurance company rated at least A -VIII or better in Best's Insurance Reports. Upon Landlord's request, Tenant will provide Landlord with a certificates) evidencing such insurance. B. Neither Landlord nor Tenant shall be liable to the other or to any insurance company (by way of subrogation or otherwise) insuring the other party for any loss or damage to any building, structure or other tangible property, or any resulting loss of income and benefits, even though such loss or damage might have been occasioned by the negligence of such party, its agents or employees if any such loss or damage is covered by insurance benefiting the party suffering such loss or damage or was required to be covered by insurance pursuant to this Lease. Landlord and Tenant shall require their respective insurance companies to include a standard waiver of subrogation provision in their respective policies. 10. INDEMNIFICATION. Tenant shall defend, indemnify, and hold Landlord and Landlord's agents, officers, directors, employees, and contractors harmless against and from any and all injuries, costs, expenses, liabilities, losses, damages, injunctions, suits, actions, fines, penalties, and demands of any kind or nature (including reasonable attorneys' fees) arising in connection with any and all third party claims arising out of (i) injuries occurring within the Premises; (ii) any intentional acts or negligence of Tenant or Tenant's agents, employees, or contractors; (iii) any breach or default in the performance of any obligation on Tenant's part to be performed under this Lease; or (iv) the failure of any representation or warranty made by Tenant herein to be true when made. This indemnity does not include the intentional or negligent acts or omissions of Landlord or its agents, officers, contractors or employees. This indemnity shall survive termination of this Lease only as to claims arising out of events that occur prior to termination of the Lease. 11. ASSIGNMENT AND SUBLETTING. Tenant shall have the right without Landlord's consent to assign or sublease this Lease without Landlord's consent. 12. REAL ESTATE TAXES. A. The term "Real Estate Taxes" means real estate taxes and assessments payable with respect to the Property that are imposed by any authority having the power to tax any legal or equitable interest of Landlord in the Property; provided, however, that assessments shall be prorated and divided into the maximum number of installments permitted by law and only the current portion shall be included in Real Estate Taxes for any Lease Year. Notwithstanding the foregoing, Real Estate Taxes shall not include (a) any inheritance, estate, succession, transfer, Sift, franchise, or capital stock tax; (b) any income taxes arising out of or related to ownership (I.pae/00617259,DOC /) 3 6. ALTERATIONS. A. Tenant, at Tenant's cost, may install such tenant improvements in the Premises as Tenant deems necessary or desirable for the conduct of Tenant's business th Tenn, Tenant may make any non-structural alteerein. During the rations, improvements and additions to the Premises without obtaining Landlord's consent. Notwithstanding make any alterations, improvements, additions or r the foregoing, Tenant shall not remises which affect the structure of any building without Landlord's prior rwritten consent, whi, or about thech consent shall not be unreasonably withheld, conditioned or delayed. Landlord shall be deemed to have approved any improvement proposed by Tenant unless Landlord disapproves of Tenant's Proposal in writing (which disapproval shall specify Landlord's reasons for such disapproval) within fourteen (14) days of receiving Tenant's proposal and request for consent. B. Tenant shall not permit any mechanics' or materialmen's liens to be levied against the Premises for any labor or material furnished to Tenant or to its agents or contractors; Provided' however, that Tenant shall not be required to pay or otherwise satisfy any claims or discharge such liens so long as Tenant, in good faith and at its own expense, contests the same or the validity thereof by appropriate proceedings and posts a bond or takes other steps acceptable to Landlord that stay enforcement of such lien. 7. REPAIRS. Tenant, at Tenant's expense, shall keep the Premises in good order and repair. In confirmation of the foregoing, Tenant shall be solely responsible for the maintenance of and for �''t�s'�ie PPetnises: ' •," .,:' „"„�, .y < , .4 8. END OF TERM. 7i Upon the expiration or termination of this Lease, Tenant shall surrender the Premises to Landlord in vacant, clean condition, except for ordinary wear and teat. and damage caused by fire or other casualty. All personal property, furnishings, machinery, trade fixtures equipment and improvements (trade or otherwise) existing at the Premises ("Tenant's Property') shall be the property of Tenant. Upon the termination or expiration of the Term, Tenant may remove Tenant's Property from the premises no later than the termination or expiration date. Any of Tenant's Property not removed from the Premises on the date the Lease terminates or expires shall be deemed abandoned and shall thereupon become the property of Landlord. 9. INSURANCE. A During the Term of this Lease, Tenant shall obtain and keep in full force and effect commercial general liability insurance, naming Landlord t n additional insured as its interest may appear from time to titre, against liability arising out of Tenant's use, occupancy, or maintenance of the Premises, Such insurance shall provide coverage for and shall be in an amount of not less than One Million and 00/100 Dollars ($1,000,000.00) for in trioosinssDoc� jury to or death of one Person in any one accident or occurrence and in an amount of not less than Two or and 2 9 0 and operation of income-producing real estate; or (c) any excise taxes imposed upon Landlord based upon gross or net rentals or other income received by it. Commencing on the Commencement Date, for each calendar year of the Term (prorated for any calendar year falling Partially within the Term), Tenant shall pay the Real Estate Taxes for the Property only directly to the taxing authority prior to delinquency, provided that the invoice or statement is received at least thirty (30) days prior to such date. Tenant shall pay Real Estate Taxes only as such taxes become due and payable during the Term, prorated for the first and last years of the Term. Tenant shall not be responsible for any prior Real Estate Taxes affecting the Property. B. Tenant shall have the right to challenge, at its sole expense, the Real Estate Taxes, and Landlord agrees to provide whatever assistance Tenant may reasonably require. Upon request of Tenant, Landlord agrees to pay all Real Estate Taxes under protest or in such other manner as to preserve the right to challenge such taxes. 13. UTILITIES, WASTE REMOVAL. Tenant shall pay, directly to the utility providers, for all water, electricity and other utilities used by Tenant during the Term, all of which shall be measured through proper and sufficient meters. Tenant shall, at its sole cost and expense, promptly dispose of all garbage, ashes and waste arising from the conduct of its business. 14. SIGNAGE. Tenant shall be permitted to install signs upon, on or about the Premises, to the maximum extent permitted by law (subject to Tenant obtaining approval therefor from governmental authorities having jurisdiction). 15. DEFAULTS; REMEDIES. A. The occurrence of any one or more of the following events shall constitute a default and breach of this Lease by Tenant: (i) The failure by Tenant to make any payment of Fixed Rent or any other payment required to be made by Tenant hereunder, as and when due, where such failure shall continue for a period of ten (10) business days after Landlord notifies Tenant in writing of such failure; or (ii) The failure by Tenant to observe or perform any of the covenants, conditions, or provisions of this Lease to be observed or performed by Tenant, other than the payment of sums due hereunder, where such failure shall continue for a period of thirty (30) days after written notice thereof from Landlord to Tenant; provided, however, that if the nature of Tenants default is such that more than thirty (30) days are reasonably required for its cure, then Tenant shall not be deemed to be in default if Tenant commences such cure within such thirty (30) day period and thereafter diligently pursues such cure to completion. B. In the event of any such uncured default, Landlord may, in accordance with procedures required by law, pursue one of the following remedies: (i) Landlord may terminate Tenant's right to possession of the Premises by any lawful means, in which case this Lease shall terminate and Tenant shall surrender possession of the Premises to Landlord within thirty (30) (L. / 00617259,DOC/) 4 0 days after written notice from Landlord to Tenant. In such event, Landlord shall be entitled to recover from Tenant all damages incurred by Landlord by reason of Tenant's default including, but not limited to, the cost of recovering possession of the Premises, expenses of reletting, including necessary renovation and alteration of the Premises for uses similar to Tenant's uses, and the Fixed Rent as it becomes due hereunder. If Landlord relets the Premises, then any rent or other concessions given to the new tenant shall be prorated evenly throughout the entire term of the new lease; or (ii) Landlord may maintain Tenant's right to possession, in which case this Lease shall continue in effect whether or not Tenant shall have abandoned the Premises. In such event, Landlord shall be entitled to enforce all of Landlord's rights and remedies under this Lease including the right to recover the Fixed Rent as it becomes due hereunder. With respect to any remedy exercised by Landlord, Landlord shall have an affirmative obligation to obtain another tenant for the Premises at a fair market rental and to otherwise mitigate its damages. 16. SUBORDINATION AND ATTORNMENT. This Lease shall be subordinate to all existing and future mortgages and/or deeds of trust on the Premises, and Tenant agrees to subordinate this lease to any future mortgage of deed of trust and to attom to Landlord's successor following any foreclosure, sale or transfer in lieu thereof. 17. ESTOPPEL CERTIFICATES. Landlord and Tenant shall upon not less than thirty (30) days prior written notice from the other, execute, acknowledge and deliver to the other or its designee(s), a statement in writing (i) Certifying that this Lease is unmodified and in full force and effect (or, if modified, stating the nature of such modification and certifying that this Lease, as so modified, is in full force and effect); (ii) stating the date to which the Fixed Rent and other charges are paid and the amount of any security deposit held by Landlord, if any; and (iii) acknowledging that there are not, to the actual knowledge of the person executing such certificate, any uncured defaults on the part of Landlord or Tenant hereunder, or specifying such defaults, if any, which are claimed. Any such statement may be conclusively relied upon by any prospective purchaser or encumbrancer of the Premises or this Lease. 18. BROKER. Landlord and Tenant each represent to the other that they have not dealt, directly or indirectly, in connection with the leasing of the Premises, with any other broker or person entitled to claim a commission or leasing fees. Landlord and Tenant each shall indemnify and hold each other harmless from any loss, liability, damage, or expense (including, without limitation, reasonable attorneys' fees) arising from any claim for a commission or leasing fee arising out of this transaction made by any unidentified broker or other person with whom such party has dealt. 19. QUIET ENJOYMENT. {Leese / 00617259.000 /} 9 0 Without limiting any rights Tenant may have by statute or common law, Landlord covenants and agrees that, so long as this Lease is in full force and effect, Tenant shall lawfully and quietly hold, occupy and enjoy the Premises during the Term of this Lease without disturbance by Landlord or by any person having title paramount to Landlord's title or by any person claiming through or under Landlord. 20. NOTICES. Whenever a provision is made under this Lease for any demand, notice or declaration of any kind, or where it is deemed desirable or necessary by either party to give or serve any such notice, demand or declaration to the other party, it shall be in writing and sent either by (a) United States mail, certified, return receipt requested, postage prepaid, or (b) by overnight courier service providing for written evidence of delivery, addressed at the addresses set forth on the fust page of this Lease or at such address as either party may advise the other from time to time. Notices given hereunder shall be deemed to have been given on the date of delivery (or the first business day thereafter if delivered on a non -business day) by overnight courier or three (3) business days after the date of mailing. 21. MISCELLANEOUS. A. No waiver by Landlord or Tenant of any provision hereof shall be deemed a waiver of any other provision hereof or of any subsequent breach by Tenant or Landlord of the same or any other provision. A party's consent to or approval of any act shall not be deemed to render unnecessary obtaining such party's consent to or approval of any subsequent act. No waiver shall be effective unless it is in writing, executed on behalf of Landlord or Tenant by the person to whom notices are to be addressed. Whenever the right of approval or consent is given to a party pursuant to this Lease, that party shall not unreasonably withhold, condition or delay its consent unless this Lease expressly provides otherwise. B. In the event that either party shall be delayed or hindered in or prevented from the performance of any covenant, agreement, work, service, or other act required under this Lease to be performed by such party, and such delay or hindrance is due to causes entirely beyond its control such as riots, insurrections, martial law, civil commotion, war, fire, flood, earthquake, or other casualty or acts of God, the performance of such covenant, agreement, work, service, or other act shall be excused for the period of delay and the time period for performance shall be extended by the same number of days in the period of delay. C. The invalidity of any provision of this Lease, as determined by a court of competent jurisdiction, shall in no way affect the validity of any other provision hereof. (Lme/00617259D0C/{ R 9 0 D. Each of Landlord and Tenant hereby represents and warrants that this Lease has been duly authorized; executed and delivered by and on its behalf and constitutes such party's valid and binding agreement in accordance with the terms hereof. E. If either party brings an action or proceeding to enforce the terms hereof or declare rights hereunder, the prevailing party in any such action, proceeding, trial or appeal, shall be entitled to its reasonable attorneys' fees to be paid by the losing party as fixed by the court. F. This Lease contains all agreements of the parties as of the date hereof with respect to any matter mentioned herein. No prior. agreement, correspondence or understanding pertaining to any such matter shall be effective to interpret or modify the terms hereof. This Lease may be modified only in writing, signed by the parties in hrterest, at the time of the modification. Landlord specifically acknowledges that Tenant's employees at the Premises do not have authority to modify the Lease or to waive Tenant's rights hereunder. G. Except where otherwise expressly provided in this lease, no remedy or election hereunder shall be deemed exclusive, but shall, wherever possible, be cumulative with all other remedies at law or in equity. H. The Lease shall be binding upon and benefit the parties, thein personal representatives, successors and assigns. The Lease shall be governed by the laws of the state where the Premises is located. IN WITNESS WHEREOF, the parties have executed this Lease as of the date first above written. 1MM11711913111A PRINCIPI PROPERTIES, LLC, a New York limited liability company By Name: 'c J J. Principi; Title: Member (1 . / 617259.00cr) TENANT: MILL CREEK PARTNERS, LLC a New York limited liability company By: Name: John Ingrilli Title: Member D. Each of Landlord and Tenant hereby represents and warrants that this Lease has been duly authorized, executed and delivered by and on its behalf and constitutes such party's valid and binding agreement in accordance with the terms hereof. E. If either party brings an action or proceeding to enforce the terms hereof or declare rights hereunder, the prevailing party in any such action, proceeding, trial or appeal, shall be entitled to its reasonable attorneys' fees to be paid by the losing party as fixed by the court. F. This Lease contains all agreements of the parties as of the date hereof with respect to any matter mentioned herein. No prior agreement, correspondence or understanding pertaining to any such matter shall be effective to interpret or modify the terms hereof. This Lease may be modified only in writing, signed by the parties in interest, at the time of the modification. Landlord specifically acknowledges that Tenant's employees at the Premises do not have authority to modify the Lease or to waive Tenant's rights hereunder. G. Except where otherwise expressly provided in this lease, no remedy or election hereunder shall be deemed exclusive, but shall, wherever possible, be cumulative with all other remedies at law or in equity. H. The Lease shall be binding upon and -benefit the parties, their personal representatives, successors and assigns. The Lease shall be governed by the laws of the state where the Premises is located. IN WITNESS WHEREOF, the parties have executed this Lease as of the date first above written. TEl PRINCIPI PROPERTIES, LLC, MIl a New York limited liability company a N Lo Name: Title: Member {Leese! 006 17259.DOC /} 7 M LI TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO. Examined ,20_ Approved 20 Disapproved a/c Expiration , 20 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans_ Planning Board approval Septic Foran N.Y.S.D.E.C. Trustees Flood Permit Stone -Water Assessment Form Contact: Mail to: Phone: ,,n — —(rA;0Cj C E 0 UVJ ❑❑ E Building Inspector CATION FOR BUILDING PERMIT JUL 17 2012 Date 20fZ—_ INSTRUCTIONS aj'rhis annliMMflLFf41jWllle comoletfly filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, ho , g code, and r lations, and to admit authorized inspectors on premises and in building for necessary inspections. igna f applicant or name, if a corporation) >,C522±5 h/r) , r,14r 0-- NY (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. _ Electricians License No. Other Trade's License N 1. Location of land on which DroDosed work will be done: House Number Street County Tax Map No. 1000 Section C-)& Block D% Lot Subdivision Filed Map No. 0 2. State existing use and occupancy of premises and a. Existing use and occupancy V --j b. Intended use and occupancy. 0 use and occupancy of proposed construction: 3. Nature of work (check which applicable): New Building — Addition - Alteration - Repair _ Removal - Demolition - Other Work — (Description) 4. Estimated Cost - (To be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor - If garage, number of cars - Fee 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. l yr� 7. Dimensions of existing structures, if any: Front _ Rear — Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear - Depth Height - Number of Stories — 8. Dimensions of entire new construction: Front Rear Depth — Height Number of Stories _ 9. Size of lot: Front Rear 4 -3'- a/- Depth 747'-J;,' 10. Date of Purchase Name of Former Owner - 11. Zone or use district in which premises are situated M- 2 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NOS 13. Will lot be re -graded? YES_ NO_ (X Will excess fill be removed from premises? YES_ NOX �r 14. Names of Owner of premises,nypi � Prorrrj-z_ Address P0, f?aox iLt4 - nLYhone No. Name of Architect amtpl�e —r —Address ��2 I mlZ.Co} Phone No -7a4-tiays Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES-.k_NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NOS * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFS Y'l� IVzyyv� r- axe I being duly swom, deposes and says that (s)he is the applicant (Nam of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. n Sworn to before me this day oft�T 20JZ� NotaryPub UDi -; "a of wew No. 01 RIS042467 Gue118ed in auffolk Coun., Commission Expires May 90,1082' ur¢G H lam/ 1. 11 u.1,7 I NEW I bw \\ ONILDE)I NO�F/�CE _,{ +.J •'� .1 l\ ENTRY 4PT I ,i Llillr C%ISTNO UTILITY POLE CIO AV . / 8 FL OO I TO BE REMOVED . \ f1N 191f�T' TI.dl71R �., bJi 1 / 1 1 ZONE Dw 1 •- 1- E%IOTINO SAN. OF OLAd • AL 6.ps E _ LEO METERS TO - FLOOD I NEW OIL ! 1 EK REMk7Vm 1' ZONE % DRIVE~ • I OIk yEL EXISTING POST •RAILC .-. NT♦>< PLAI 1 ) DIVVEMMY j ✓OGD —� I'll" GOOK DLCiC , epee OI•{ ACCESS - RAMP. ' { y v \ I EXP3TNG VINE STAIRS t DECK %r A �; 1 P FOOD K%AMY 7 NSV OOTK. POLE I DOCK PV LOPI I NEW FLOATING I 1 SILL EDLweAD 2.101 SLIPS • 2 -101 SLIPS II . 1 I EXISTING VNLITY I 24 HATER: HNAKK I Poo NYT-SSOS TIN& TO REMAIN - NON INDIOENOM J • 25 • - II ` NEW J \ L_-___ O TERIAL ROS AREA TO EE REMOVED, 2 IT SLIPS • ® M I \ I ORMo�Y PLAIN DISTURSC7 AREAS NTH AMERICAN 1 1 414• 2 -13.5' SLIPS I MACH NRASG (AG PER DEO REQIIRIlSe") '• - I. + 1 ", _I _� NEW F•8!'N! WISH WATER 7• PITH `*---� 11 MARK i 1, r -- J © • - 1 l ' ' ' Tl �'; rRQs ; `' 8 ; (P./bRT IId7N ATE 11 UNDMrTORFOTR8 F s I _2 13.5 SLIPS !__J - t I rA i n WLDBMITNB BORT BNOP, NC - — L-� I I: I �' TOP p' ORAva' ® 2 13.5'SLIPS DAW% �'� Dwysyl� SIRRPAOE I I ewsnNs - 1 1, ovERHEAp wlRtl < I 1 • vauca o 17 • N�,E,,w.R�r SYS / \FLOOD ZONE I I 1 2.1d SLIPS ® Be REMOVED i. � I RAIL 1r It FO K STM I ��u rpP LINE liiottl J -- , •® 18 �1,j �_ I� t', ` TM--- / I 1 OF 1 J. NEW PILINGS 2- 13fJ`JCM'J' i 1-- r "1. 1 1 i ' TOP OP LANK I ��" L_---1 �. 1 1 I\ OP I RES M 31 15 i L. 1 I \ �, i y4m \\ I I 1 2.101 SLIPS NM FLOATING j. 1 i _ • IC SEULKNEAD k� ' 1 I \ 11 / 14 r�- 1 iii _1 MATCH LINE SEE SHEET S 1 1 rn M2.1d SLIPS • O 2 13-ySC ' 1' 1 ' -; 1 - 1 LINE SEE SHEET 34 SP4\ I \ � . EXIGTINS UTILITY \ I V • EXISTING SANK TO • I • I 1 G 1 POLE LIL-SSC: 11.(35 REMAIN - NON 1 f y'' •I 1 \• ' 1 FLOOD I ;I T 2 - to SLIPS • MOEN" MATERIAL© ` n FLOOD I I ns.. ERICKs)TOx . 2-13.5'SLIPS 1 I\ ZONE LINE \ ZONE X( I' i I® REMOVED. R,� i t 1 1 J -- EXISTING -_.- . DISTUREIV AREAS WITH VTOETATION I AMERLAN R DW TO REMAIN jI 3% GRAF of PER DEC • - J X7pAU / 1 'i' • REQUIREMENTS) \ FLOOD ZONE AE (ELT) 1 2.1aSLIPS r - /s ;/� 1 ,• MEAN HIGN KkTER MARK' II 1 • Revd �iDDrU 8• 2-13.5SLIP51 -__- 1 + 1 I I ` DILAPIDATED POST 1 2-1VSLIPS O NEW PILIN65 O I I P0.E 1 NEW G LIGHT RAIL FEIICE I 1 ( i' —_• 1 N%7URE 9.O• M DRIVC}�MY 11 FOISTING SAW TO REMAIN -NON f - • $ 1 1 mlMATERIALRe laTgvR� ARees I I I i ���}}} 41 v�oc�A�ow 2.13.5 SLIPS `,, r / i ITN AFERW.AN SEAOH GRASS US PER I I �� �S In • SILL C)LKYlM O 1 j f� 7® I 1 DEC REWRE4M5) ' EXISTING DILAPIDATED 1 I 42 OI' -I' t - '1 I NEW 21HADE 1 WOOD OLLKNGAD TO SE _ 1 1 1 1 GRAVEL R I -O v L� 1 1 I ORNCVAY i OVERHEAD WIRES I \ 2 • 1d $L$ • © EXISTING �i MAl . 1 -- � 2.18.5'SLIPS I i jl I I /`� Y\`,/•e• ' WIL POLE 1.1 'SHIP I I: 1�RIOV 1, 1 I I . EXISTING X PAMN6 ' TO • I � 11 I NCV �--"� DOCKS OCKSTO I 1 TMSeit I 2w—la _ Tr ® me REMOVED L 2-18.'5'SLIPS I 1. u 2.101 I 47 EXI5TINt5 i M IPS ® � Q 1 i ' 4 1 �/•� p/•��� , ` I BANK �` TOP ar ...1-10,O fpL-rp(L]J. • V { 1 SLI DILAPIDATED PLAMIN65I Ff 1, <' �. l WOOD C1WiEAD AMERICAN SEAOH • LARGE ORNAPICMAL M GRASSES 2.18.5 SLIPS 1� ) NEW L POLE �t 1, / DOCKK YV F1/ LOWH lq IDEw FLOATING LIGHT C. ' ' BILL SIA.KIlAD DOCK Y4 LOW O i I FIXTURE I F SILL BULKHEAD i� i i �i 7YP NCVN04 m CLIPS • (I P. - - -� EDSE NS p Q . 1 NWI Hl" 4W\ I - -'`.-' 1 ) 'O ( Tpp p 1 /\ G�ARI NEH COOK MARK dtP Q�RIII EXISTING SANK TO REMAIN - NON! O; �� ' H54 PAoto roL! INDIGe M MATERIAL n2., BRICKS) 1 TO BE REMOVED, PLANT DISTIRSCD I LQ ;�` FLOOD Q I ORAVIL AREASNTH AMCRIOAN OCAOH GRASP ZONE X NEV RAI y, (AS PER DEO REWREMaENTS) \ - 0 IyB'Isti PIGNIPICNIC,ARBA-__ - -o----- T L i NEW LOW BILL 1 y TJDrX•TO FLOOD Z B BULKHEAD I `, I GRAve.^.F VE Tol- oP eArac _ kt 1 suRP,rtE J PLFimNGa --------------- -------------- : ------ ---------- - q —P IP RAP 1 `' \4 ' �� PEW R 1 � X72 Dov � PARKING TOTAL 111 NEW RIP RAP SOUTHOLD BAY SITE PLA SCALE: V=40'0 7 EXISnN& VKTr • (VA 'A) (6) lo' DIA 6IT DEEP • SETS DUPAI9TER LOCATION WITH 6 PT H16H PRIVACY IEYR i1 )m"LSTOHE VENEER Pt -"— LINES ` HEW E.EG METERS_ ON BUILDIN6 PAGE I EXISTINS UTILITY' POLE I TO BE REMOVED EXISTING MNK Or— EC METERS TO BE REMOVED ( EXISTIN& POST t MIL PENCE NEN DOCAc I ACCESS - ' I STAIRS t DECK DECK 1 _ I NEW RLOATIN6_ DOCK W/LON SILL BULKHEAD I EXISTING UTILITY I ►OLE NYT-5905 II EXISTING 5A4 TO REMAIN - NON INDI6ENOID—�_ MATERIAL 112, BRICKS) TO BE REMOVED. RANT 17I5I0ROW AREAS YtTH AMERICAN BEACH ORMS (AS PER DEC RBWREME W 'I MEAN HI6H WAnBt I MARK 4 I LAND NDW OR SAOT`S YNO \ OOLDSMITNS BOAT SHOP,NC OVERHEAD WIRES FLOOD ZONE I LINE ANKM•I TOP Or BANK— MATCH H LINE SEE SHEET SP 33 MATCH LINE SEE SHEET SP \ EXISTN6 UTILITY--T------�' POLE LIL-55G FLOOD�I FLOOD ZONE LINE 1 ZONE X VexAnON TOO REMAIN TO � FLOOD ZONE AE (ELI) MEAN N16H WATER MARK' DILAPIDATE t POST � MIL PENCE 6 EXI9TIN& BANK TO REMAIN - NOW ' INDIORNOUS MATERIAL (IL.. BRICKS) TO BE REMOVED, PLANT DISTURBED AREAS PITH AMERICAN BEACH &MASS (AS HER . DEC REOUREMEHTS) EXI9TINS DILAPIDATE WOOD BU.KIEAD TO OVERHEAD YURESS UTILITY- E ILITY POLE I A r DILAPIDATE WOOD BULKHEAD ArTMM MRBMRR EXISTIN& Vru_ix POLE HYT-061 t I M© M ® M 2 • to HI 2 SLIPS • © MEAN • to SLIPS II I , • WATER MARK 2t• 1 I 1 i . 2.1a SLIPS • ® 2.13.5' SLIPS I -{M 2-13.5S - - •_-J L--�- 2.13.5'SLIPSI:1 �- q 11 � © E%19nN6 1 1 ILOATIN6 1 DOCKS TO 12-IVSLIPS BE REMOVED I t. F-- I I--_ �� 1 j .�---HEv rIUH6s— 18 • 2.13F�'StiPS� 4: 1� �'� 1 M, 31 15 -- 11 2 i. 1 I 1 • to SLIPS NEW PiCAnN6 i > I 91I" BULKHEAD 14 • 2.13.5`SLIP 1 112•,aSLIPS I : EXISTIINS BANK TO f 1 Ij u1 �2.1aSLIPS •O INDI9.1BRI BRICKS) L ---M I DE..BOVED,rox . 2-13.5'SLIP$I i 1 _ _ ® REMOVED. PLANT D19TMBED ICAN B WITH 37 � 6RAn(AS µPau . f 1 1 �2-taSLIPS ReaulRer•EH») r-- �, ® 1U 1 NEW DOCK ACCESS - 2.13.5' SLIPS I i RAMI •DECK O I J I 1 12-,a $LIP$ r ----ANEW IILIN69—_� _ 1: /11 1 I • NEv PLOATIN& © 2.13.5' SLIP$m 11 I 41 DOCK W LOW r Tt�S1,IPS . SILL BULKHEAD O I 11 I T 11 1 b \ 2. IV pLl�S © m {. M ��J 2.18.5 SLIPS I.. I tt EXIATIN6 I L _ 3 DOCKSITO • I DOCKS TO I 'i J BE REMOVED 1 - i I ®II ®• 2-18.'5BLIPSM 1 2•Ta I�;• 47 "EXI&TI1 IPS • ® M� 1 50 BOAT `t-ta 4kSLI`_-- IP OAMERICAN EACH t LAR&E ORNAMENTAL 2.185 SLIPS &MASSES �LOAT,na •� �L• HEW PLOATIN6, 61i i G UTLITI' WRE9 0 o i LJ"T OF CAZARIN6 1 1 ' 1 1 1 6RAVa NyVEWAY EDS a'� eXETN& vIN6 _ 7 IDA ` 1 ■ rl �� In Nx Bill1, mil■ :I � .. - t I M© M ® M 2 • to HI 2 SLIPS • © MEAN • to SLIPS II I , • WATER MARK 2t• 1 I 1 i . 2.1a SLIPS • ® 2.13.5' SLIPS I -{M 2-13.5S - - •_-J L--�- 2.13.5'SLIPSI:1 �- q 11 � © E%19nN6 1 1 ILOATIN6 1 DOCKS TO 12-IVSLIPS BE REMOVED I t. F-- I I--_ �� 1 j .�---HEv rIUH6s— 18 • 2.13F�'StiPS� 4: 1� �'� 1 M, 31 15 -- 11 2 i. 1 I 1 • to SLIPS NEW PiCAnN6 i > I 91I" BULKHEAD 14 • 2.13.5`SLIP 1 112•,aSLIPS I : EXISTIINS BANK TO f 1 Ij u1 �2.1aSLIPS •O INDI9.1BRI BRICKS) L ---M I DE..BOVED,rox . 2-13.5'SLIP$I i 1 _ _ ® REMOVED. PLANT D19TMBED ICAN B WITH 37 � 6RAn(AS µPau . f 1 1 �2-taSLIPS ReaulRer•EH») r-- �, ® 1U 1 NEW DOCK ACCESS - 2.13.5' SLIPS I i RAMI •DECK O I J I 1 12-,a $LIP$ r ----ANEW IILIN69—_� _ 1: /11 1 I • NEv PLOATIN& © 2.13.5' SLIP$m 11 I 41 DOCK W LOW r Tt�S1,IPS . SILL BULKHEAD O I 11 I T 11 1 b \ 2. IV pLl�S © m {. M ��J 2.18.5 SLIPS I.. I tt EXIATIN6 I L _ 3 DOCKSITO • I DOCKS TO I 'i J BE REMOVED 1 - i I ®II ®• 2-18.'5BLIPSM 1 2•Ta I�;• 47 "EXI&TI1 IPS • ® M� 1 50 BOAT `t-ta 4kSLI`_-- IP OAMERICAN EACH t LAR&E ORNAMENTAL 2.185 SLIPS &MASSES �LOAT,na •� �L• HEW PLOATIN6, 61i i G UTLITI' WRE9 0 o i LJ"T OF CAZARIN6 1 1 ' 1 1 1 6RAVa NyVEWAY EDS a'� eXETN& vIN6 _ 7 IDA ` 1 1 1 9 SITE DATA SCTM # '` 1000-56-07 • % PROPERTY: 00 Route 25 ADDRESS - Greenport, NY 11944 OWNER: MILL , LLC SITE: 142,441 SQ.FT. = 3.27 ACRES LAND UNDER WATER: 57,885 SQ FT ZONING: M -II SURVEYOR: Hands on Surveying 26 Silver Brook Drive Flanders, New York 11901 LICENSE #050363 DATED 6/22/11 LOCATION MAP PARKING REQUIREMENTS RESTAURANT: 1 1 SPACE PER 3 SEATS OR 1 SPACE PER 100 SF OF FLOOR IAREA WHICHEVER IS GREATER TOTAL SEATS CALCULATION: 1 INTERIOR -180 SEATS = 60 SPACES \' SQUARE FOOTAP,P rAl rill ATlnW. 6 May 23, 2012 ADJACENT PROPERTY July 9, 2012 BOATYARD 4 z O � 0 z O H o z a Z z a W z W o Q O J zLu J Y O W z a W Initial Determination Dater_/_/1—� Project Name: ✓Incl i Project FOR INTERNAL USE ONLY bt UL mr. Date Sent: Z /-21/1� Suffolk County Tax Map No.:1000- s - 7_- Zoning District: (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: L vs Ian is required: Y,lP/ JUL 24M Initial Determination as to whether site pI Planning Department (P.D.) P.D. Date Received: 7 / 2 q /_S-- re of Building Date of Comment -7_/ Final Determ€nat€on Date: / / Decision: Signature of Planning Dept. S Reviewer ilnnnturA of Ruiidino Insnector 0 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined , 20_ Approved , 20_ Disapproved a/c 9, 1 n hlY31i�/ Expiration. 20_ PERMIT NO. 0 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Form Contact: Mail Phone: I s Z,�; --l740�J C E nn 2 Building Inspector l� U L�CATION FOR BUILDING PERMIT JUL 17 2012 01 Date(o , 20� INSTRUCTIONS �JJ a]This annliN%ftF161U*Be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Pen -nit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, hog code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections, 76 e r! n or name, if a corporation) • v 1,I I Y (Marling address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises i I K Pi cnyY� �! r , l baa (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. _ Electricians License No. Other Trade's License N 1. Location of land on which proposed work will be done: House Number Street County Tax Map No. 1000 Section 156 Block O% Lot -4.1 Subdivision Filed Map No. Lot 0 0 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building — Addition Alteration — Repair — Removal — Demolition Other Work — (Description) 4. Estimated Cost — Fee — (To be paid on filing this application) 5. If dwelling, number of dwelling units — Number of dwelling units on each floor — If garage, number of cars — 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front — Rear — Depth Height Number of Stories — Dimensions of same structure with alterations or additions: Front Rear — Depth -- Height — Number of Stories 8. Dimensions of entire new construction: Front — Rear Depth Height _ Number of Stories _ 9. Size of lot: Front 3n� l Rear 4 Depth 747-1V 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO-4- 13. OS13. Will lot be re -graded? YES_ NO�t Will excess fill be removed from premises? YES_ NOX 14. Names of Owner No. Name of Architect Address Rd. &)-i Phone No �a4�4vs Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_y_NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES>_ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey 18. Are there any covenants and restrictions with respect to this property? * YES NOS_ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFI I Ln6U e� i-y.3n I being duly sworn, deposes and says that (s)he is the applicant (N of individual signing contract) above named, (S)He is the Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. n Sworn to before me this day of l 20[2� 01A JA� A A 7 -,AA c Notary Put 40QY Puo' sim 0i glow Y< No.01RI6042467 Chmi fled in Suffolk County Commission Expires May 30,l9!!' LEASE AGREEMENT LEASE AGREEMENT "Lease"), is made and entered into as of May f -0— (this 012, by and between PRINCIPI PROPERTIES, LLC a New York limited liability company having an address at ("Landlord") and MILL CREEK PARTNERS, LLC, a New York limited liability company having an address at P.O. Box 326, Cutchogue, New York 11935 ("Tenanf'). PREMISES. Landlord is the owner of those certain premises known as (i) 64600 Main Road, Southold, New York, (ii) 25 Dolphin Way, Southold, New York, and (iii) 60 Dolphin Way, Southold, New York (collectively, the "Premises"). HIMENWITu9 A. The term of this Lease shall be for twenty (20) years, commencing on the date hereof and ending on the last day of the month in which the twentieth (20th) anniversary of the date hereof occurs (the "Expiration Date"), unless sooner terminated or extended as provided herein (the "Term"). 3. FIXED RENT. A. Tenant shall pay to Landlord for the lease of the Premises for the enti term as follows: (i) on the execution of this Lease, and (ii) on the expiration of this Lease. Other than Fixed Rent, no other payments are due or payable to Landlord hereunder. B. For the purpose of this Lease, the first "Lease Year" shall refer to the period from the date hereof until the last day of the month in which the first anniversary of the date hereof shall occur. Each subsequent Lease Year shall refer to each subsequent period of twelve (12) consecutive calendar months during the Term. C. Tenant shall accept delivery of the Premises in its "as is" condition. 4. USE. Tenant may use the Demised Premises for any lawful permitted use. COMPLIANCE WITH LAW. During the Term, Tenant, at its expense, shall comply with all laws, rules, and regulations made by any governmental authority having jurisdiction over the Premises. {Lease / 0%17259.DOC /} 001100 Dollars ($2,000,000.00) for injury to or death of more than one person in any one accident or occurrence. Tenant's insurance shall be primary with respect to any claim arising out of events that occur in the Premises. Such insurance may be provided under blanket insurance policies covering other properties as well as the Premises and shall be maintained with an insurance company rated at least A -VIII or better in Best's Insurance Reports. Upon Landlord's request, Tenant will provide Landlord with a certificates) evidencing such insurance. B. Neither Landlord nor Tenant shall be liable to the other or to any insurance company (by way of subrogation or otherwise) insuring the other party for any loss or damage to any building, structure or other tangible property, or any resulting loss of income and benefits, even though such loss or damage might have been occasioned by the negligence of such party, its agents or employees if any such loss or damage is covered by insurance benefiting the party suffering such loss or damage or was required to be covered by insurance pursuant to this Lease. Landlord and Tenant shall require their respective insurance companies to include a standard waiver of subrogation provision in their respective policies. 10. INDEMNIFICATION. Tenant shall defend, indemnify, and hold Landlord and Landlord's agents, officers, directors, employees, and contractors harmless against and from any and all injuries, costs, expenses, liabilities, losses, damages, injunctions, suits, actions, fines, penalties, and demands of any kind or nature (including reasonable attorneys' fees) arising in connection with any and all third parry claims arising out of (i) injuries occurring within the Premises; (ii) any intentional acts or negligence of Tenant or Tenant's agents, employees, or contractors; (iii) any breach or default in the performance of any obligation on Tenant's part to be performed under this Lease; or (iv) the failure of any representation or warranty made by Tenant herein to be true when made. This indemnity does not include the intentional or negligent acts or omissions of Landlord or its agents, officers, contractors or employees. This indemnity shall survive termination of this Lease only as to claims arising out of events that occur prior to termination of the Lease. 11. ASSIGNMENT AND SUBLETTING. Tenant shall have the right without Landlord's consent to assign or sublease this Lease without Landlord's consent. 12. REAL ESTATE TAXES. A. The term "Real Estate Taxes" means real estate taxes and assessments payable with respect to the Property that are imposed by any authority having the power to tax any legal or equitable interest of Landlord in the Property; provided, however, that assessments shall be prorated and divided into the maximum number of installments permitted by law and only the current portion shall be included in Real Estate Taxes for any Lease Year. Notwithstanding the foregoing, Real Estate Taxes shall not include (a) any inheritance, estate, succession, transfer, gift, franchise, or capital stock tax; (b) any income taxes arising out of or related to ownership (Lwe100617259AOC/) ' 6. ALTERATIONS. A. Tenant, at Tenant's cost, may install such tenant improvements in the Premises as Tenant deems necessary or desirable for the conduct of Tenant's business therein. During the Term, Tenant may make any non-structural alterations, improvements and additions to the Premises without obtaining Landlord's consent. Notwithstanding the foregoing, Tenant shall not make any alterations, improvements, additions or repairs in, on, or about the Premises which affect the structure of any building without Landlord's prior written consent, which consent shall not be unreasonably withheld, conditioned or delayed. Landlord shall be deemed to have approved any improvement proposed by Tenant unless Landlord disapproves of Tenant's proposal in writing (which disapproval shall specify Landlord's reasons for such disapproval) within fourteen (14) days of receiving Tenant's proposal and request for consent. B. Tenant shall not permit any mechanics' or materiahnen's liens to be levied against the Premises for any labor or material furnished to Tenant or to its agents or contractors; provided, however, that Tenant shall not be required to pay or otherwise satisfy any claims or discharge such liens so long as Tenant, in good faith and at its own expense, contests the same or the validity thereof by appropriate proceedings and posts a bond or takes other steps acceptable to Landlord that stay enforcement of such lien. 7. REPAIRS. Tenant, at Tenant's expense, shall keep the Premises in good order and repair. In confirmation of the foregoing, Tenant shall be solely responsible for the maintenance of and for *jQW(s°die P&vnises: 8. END OF TERM. Upon the expiration or termination of this Lease, Tenant shall surrender the Premises to Landlord in vacant, clean condition, except for ordinary wear and tear and damage caused by fire or other casualty. All personal property, furnishings, machinery, trade fixtures, equipment and improvements (trade or otherwise) existing at the Premises ("Tenant's Property') shall be the property of Tenant. Upon the termination or expiration of the Term, Tenant may remove Tenant's Property from the Premises no later than the termination or expiration date. Any of Tenant's Property not removed from the Premises on the date the Lease terminates or expires shall be deemed abandoned and shall thereupon become the property of Landlord. 9. INSURANCE. A. During the Term of this Lease, Tenant shall obtain and keep in full force and effect commercial general liability insurance, naming Landlord as an additional insured as its interest may appear from time to time, against liability arising out of Tenant's use, occupancy, or maintenance of the Premises. Such insurance shall provide coverage for and shall be in an amount of not less than One Million and 00/100 Dollars ($1,000,000.00) for injury to or death tt.wwi0%jn"DoC� of one person in any one accident or occurrence and in an amount of not less than Two Million and 2 9 0 and operation of income-producing real estate; or (c) any excise taxes imposed upon Landlord based upon gross or net rentals or other income received by it. Commencing on the Commencement Date, for each calendar year of the Term (prorated for any calendar year falling partially within the Term), Tenant shall pay the Real Estate Taxes for the Property only directly to the taxing authority prior to delinquency, provided that the invoice or statement is received at least thirty (30) days prior to such date. Tenant shall pay Real Estate Taxes only as such taxes become due and payable during the Term, prorated for the first and last years of the Term. Tenant shall not be responsible for any prior Real Estate Taxes affecting the Property. B. Tenant shall have the right to challenge, at its sole expense, the Real Estate Taxes, and Landlord agrees to provide whatever assistance Tenant may reasonably require. Upon request of Tenant, Landlord agrees to pay all Real Estate Taxes under protest or in such other manner as to preserve the right to challenge such taxes. 13. UTILITIES, WASTE REMOVAL. Tenant shall pay, directly to the utility providers, for all water, electricity and other utilities used by Tenant during the Term, all of which shall be measured through proper and sufficient meters. Tenant shall, at its sole cost and expense, promptly dispose of all garbage, ashes and waste arising from the conduct of its business. 14. SIGNAGE. Tenant shall be permitted to install signs upon, on or about the Premises, to the maximum extent permitted by law (subject to Tenant obtaining approval therefor from governmental authorities having jurisdiction). 15. DEFAULTS; REMEDIES. A. The occurrence of any one or more of the following events shall constitute a default and breach of this Lease by Tenant: (i) The failure by Tenant to make any payment of Fixed Rent or any other payment required to be made by Tenant hereunder, as and when due, where such failure shall continue for a period of ten (10) business days after Landlord notifies Tenant in writing of such failure; or (ii) The failure by Tenant to observe or perform any of the covenants, conditions, or provisions of this Lease to be observed or performed by Tenant, other than the payment of sums due hereunder, where such failure shall continue for a period of thirty (30) days after written notice thereof from Landlord to Tenant; provided, however, that if the nature of Tenant's default is such that more than thirty (30) days are reasonably required for its cure, then Tenant shall not be deemed to be in default if Tenant commences such cure within such thirty (30) day period and thereafter diligently pursues such cure to completion. B. In the event of any such uncured default, Landlord may, in accordance with procedures required by law, pursue one of the following remedies: (i) Landlord may terminate Tenant's right to possession of the Premises by any lawful means, in which case this Lease shall terminate and Tenant shall surrender possession of the Premises to Landlord within thirty (30) (Lax / 00617239DOC /) 9 0 0 days after written notice from Landlord to Tenant. In such event, Landlord shall be entitled to recover from Tenant all damages incurred by Landlord by reason of Tenant's default including, but not limited to, the cost of recovering possession of the Premises, expenses of reletting, including necessary renovation and alteration of the Premises for uses similar to Tenant's uses, and the Fixed Rent as it becomes due hereunder. If Landlord relets the Premises, then any rent or other concessions given to the new tenant shall be prorated evenly throughout the entire term of the new lease; or (ii) Landlord may maintain Tenant's right to possession, in which case this Lease shall continue in effect whether or not Tenant shall have abandoned the Premises. In such event, Landlord shall be entitled to enforce all of Landlord's rights and remedies under this Lease including the right to recover the Fixed Rent as it becomes due hereunder. With respect to any remedy exercised by Landlord, Landlord shall have an affirmative obligation to obtain another tenant for the Premises at a fair market rental and to otherwise mitigate its damages. 16. SUBORDINATION AND ATTORNMENT. This Lease shall be subordinate to all existing and future mortgages and/or deeds of trust on the Premises, and Tenant agrees to subordinate this lease to any future mortgage of deed of trust and to attorn to Landlord's successor following any foreclosure, sale or transfer in lieu thereof. 17. ESTOPPEL CERTIFICATES. Landlord and Tenant shall upon not less than thirty (30) days prior written notice from the other, execute, acknowledge and deliver to the other or its designee(s), a statement in writing (i) certifying that this Lease is unmodified and in full force and effect (or, if modified, stating the nature of such modification and certifying that this Lease, as so modified, is in full force and effect); (u) stating the date to which the Fixed Rent and other charges are paid and the amount of any security deposit held by Landlord, if any; and (iii) acknowledging that there are not, to the actual knowledge of the person executing such certificate, any uncured defaults on the part of Landlord or Tenant hereunder, or specifying such defaults, if any, which are claimed. Any such statement may be conclusively relied upon by any prospective purchaser or encumbrancer of the Premises or this Lease. 18. BROKER. Landlord and Tenant each represent to the other that they have not dealt, directly or indirectly, in connection with the leasing of the Premises, with any other broker or person entitled to claim a commission or leasing fees. Landlord and Tenant each shall indemnify and hold each other harmless from any loss, liability, damage, or expense (including, without limitation, reasonable attorneys' fees) arising from any claim for a commission or leasing fee arising out of this transaction made by any unidentified broker or other person with whom such party has dealt. 19. QUIET ENJOYMENT. {last r 00617259.DOC 1} 0 0 Without limiting any rights Tenant may have by statute or common law, Landlord covenants and agrees that, so long as this Lease is in full force and effect, Tenant shall lawfully and quietly hold, occupy and enjoy the Premises during the Term of this Lease without disturbance by Landlord or by any person having title paramount to Landlord's title or by any person claiming through or under Landlord. 20. NOTICES. Whenever a provision is made under this Lease for any demand, notice or declaration of any kind, or where it is deemed desirable or necessary by either party to give or serve any such notice, demand or declaration to the other party, it shall be in writing and sent either by (a) United States mail, certified, return receipt requested, postage prepaid, or (b) by overnight courier service providing for written evidence of delivery, addressed at the addresses set forth on the first page of this Lease or at such address as either party may advise the other from time to time. Notices given hereunder shall be deemed to have been given on the date of delivery (or the first business day thereafter if delivered on a non -business day) by overnight courier or three (3) business days after the date of mailing. 21. MISCELLANEOUS. A. No waiver by Landlord or Tenant of any provision hereof shall be deemed a waiver of any other provision hereof or of any subsequent breach by Tenant or Landlord of the same or any other provision. A party's consent to or approval of any act shall not be deemed to render unnecessary obtaining such party's consent to or approval of any subsequent act. No waiver shall be effective unless it is in writing, executed on behalf of Landlord or Tenant by the person to whom notices are to be addressed. Whenever the right of approval or consent is given to a party pursuant to this Lease, that party shall not unreasonably withhold, condition or delay its consent unless this Lease expressly provides otherwise. B. In the event that either party shall be delayed or hindered in or prevented from the performance of any covensim, agreement, work, service, or other act required under this Lease to be performed by such party, and such delay or hindrance is due to causes entirely beyond its control such as riots, insurrections, martial law, civil commotion, war, fire, flood, earthquake, or other casualty or acts of God, the performance of such covenant, agreement, work, service, or other act shall be excused for the period of delay and the time period for performance shall be extended by the same number of days in the period of delay. C. The invalidity of any provision of this Lease, as determined by a court of competent jurisdiction, shall in no way affect the validity of any other provision hereof. {Lane/006=9 =/E D. Each of Landlord and Tenant hereby represents and warrants that this Lease has been duly authorized, executed and delivered by and on its behalf and constitutes such party's valid and binding agreement in accordance with the terms hereof. E. If either party brings an action or proceeding to enforce the terms hereof or declare rights hereunder, the prevailing party in any such action, proceeding, trial or appeal, shall be entitled to its reasonable attorneys' fees to be paid by the losing party as fixed by the court. F. This Lease contains all agreements of the parties as of the date hereof with respect to any matter mentioned herein. No prior.agreement, correspondence or understanding pertaining to any such matter shall be effective to interpret or modify the terms hereof. This Lease may be modified only in writing, signed by the parties in interest, at the time of the modification. Landlord specifically acknowledges that Tenaat's employees at the Premises do not have authority to modify the Lease or to waive Tenants rights hereunder. G. Except where otherwise expressly provided in this 'lease, no remedy or election hereunder shall be deemed exclusive, but shall, wherever possible, be cumulative with all other remedies at law or in equity. H. The Lease shall be binding upon and benefit the parties, thein personal representatives, successors and assigns. The Lease shall be governed by the laws of the state where the Premises is located. IN WITNESS WHEREOF, the parties have executed this Lease as of the date first above written. LANDLORD: PRiNCIPI PROPERTIES, LLC, a New York limited liability company By2. Name: i"PrincipijTitle: Membe pL w/00617W=C/t TENANT: MILL CREEK PARTNERS, LLC a New York limited liability company By: Name: John Ingrilli Title: Member 0 0 D. Each of Landlord and Tenant hereby represents and warrants that this Lease has been duly authorized, executed and delivered by and on its behalf and constitutes such party's valid and binding agreement in accordance with the terms hereof. E. If either party brings an action or proceeding to enforce the terms hereof or declare rights hereunder, the prevailing party in any such action, proceeding, trial or appeal, shall be entitled to its reasonable attorneys' fees to be paid by the losing party as fixed by the court. F. This Lease contains all agreements of the parties as of the date hereof with respect to any matter mentioned herein. No prior agreement, correspondence or understanding pertaining to any such matter shall be effective to interpret or modify the terms hereof. This Lease may be modified only in writing, signed by the parties in interest, at the time of the modification. Landlord specifically acknowledges that Tenant's employees at the Premises do not have authority to modify the Lease or to waive Tenant's rights hereunder. G. Except where otherwise expressly provided in this lease, no remedy or election hereunder shall be deemed exclusive, but shall, wherever possible, be cumulative with all other remedies at law or in equity. H. The Lease shall be binding upon and benefit the parties, their personal representatives, successors and assigns. The Lease shall be governed by the laws of the state where the Premises is located. IN WITNESS WHEREOF, the parties have executed this Lease as of the date first above written. PRINCIPI PROPERTIES, LLC, a New York limited liability company By: Name: Title: Member {Leese! 00617259.DOC /) 7 TENANT: 0 • FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 29, 2012 TO: Mill Creek Partners, LLC Revised: May 7, 2012 c/o Samuels & Steelman Architects 25235 Main Rd. Cutchogue, NY 11935 Please take notice that your application dated February 14, 2012: For permit to construct dock master's building and addition/alterations at: Location of property: 64300 Route 25 Greenport, NY MAY 2 3 2012 County Tax Map No. 1000 - Section 56 Block 7 Lot 2 Is returned herewith and disapproved on the following grounds: The proposed construction of a dock master's building on this conforminu waterfront lot consisting of 142 441 sq. ft. in the M -II District is not permitted pursuant to Article XXII section 280-116 (B) which states "All buildin%or structures located on lots upon which a bulkhead ...exists... shall be set back not less than 75 feet from the bulkhead." Site plan shows proposed structure at 15.25 +/- feet from the bulkhead where 75 feet is re uq ired. In addition the proposed addition/ahcrations to the restaurant indicate an W2roximate 45' setback from the bulkhead. Note: Pursuant to Article XXIII. Section 280-127 the proposed addition/alterations to the principal building require site plan approval Additionally pursuant to Section 280-55 the proposed restaurant requires site plan approval from the Southold Town Planning Board Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A., Planning • w Pg,k, Pe FORM NO. 3 V NOTICE OF DISAPPROVAL DATE: February 29, 2012 TO: Mill Creek Partners, LLC Revised: May 7, 2012 c/o Samuels & Steelman Architects 25235 Main Rd. Cutchogue, NY 11935 Please take notice that your application dated February 14, 2012: For permit to construct dock master's building and addition/alterations at: MAY ? 0 2012 Location of property: 64300 Route 25 Greenport, NY County Tax Map No. 1000 - Section 56 Block 7 Lot 2 Is returned herewith and disapproved on the following grounds: The proposed construction of a dock master's building on this conforming waterfront lot consisting of 142,441 sq. ft. in the M -II District is not permitted pursuant to Article XXII section 280-116 (B)which states "All building or structures located on lots upon which a bulkhead ...exists... shall be set back not less than 75 feet from the bulkhead." Site plan shows proposed structure at 15.25 +/- feet from the bulkhead where 75 feet is required. Also the proposed construction is not permitted pursuant to 280-15 The plan shows the structure at approx. 22'from the side yard, where 25' is required. In addition the proposed addition/alterations to the restaurant indicate an approximate 45' setback from the bulkhead. Note: Pursuant to Article XXIII Section 280-127, the proposed addition/alterations to the principal building require site plan approval Additionally_ pursuant to Section 280-55 the proposed restaurant requires site plan approval from the Southold Town Planning Board. Autho�ure `�- Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A., Planning 0 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO. Examined 20 Approved , 20 Disapproved a/c a y Expiration 0_ 0 BUILDING PERMIT APPLICATION CHECKLIST FEB 14 2012 Building Inspector Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Form Mail Phone:��lT/.4O s APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date 20 12 a. This application MUST be completely filled in by Typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, hoes* g code, and y Mations, and to admit authorized inspectors on premises and in building for necessary inspectic �� / / or name, if a address State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the fax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No._ _ Electricians License No._ Other Trade's License No. 1. Location of land on which proposed work will be done: House Street County Tax Map No. 1000 Subdivision Section D 6(0 Block 07 Lot 007 Filed Map No. Lot 2. State existing use and occupancy of premises and intended a. Existing use and occupancy )&5j= Lz& b. Intended use and occupancy 54h-y_- 3. a.r,� occupancy of proposed construction: 3. Nature of work (check which applicable): New Building Addition Alteration X Repair Removal Demolition Other Work E>"s (Description) 4. Estimated Cost - Fee' (To be paid on filing this application) 5. If dwelling, number of dwelling units - Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy; specify nature and extent of each type of use. e agar ��h j zr, rw- 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 6xe 5 r}-Pla te 10. Date of Purchase ins 1 Name of Former Owner P.;r,cit 11. Zone or use district in which premises are situated 1"A - a 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NC(4 13. Will lot be re -graded? YES_ NO--XWill excess fill be removed from premises? YES_ NO_ 14. Names of Owner of premisesJAek&L,,. Address P . r' Nl 6Lkj. Phone No. 734- 5217 Name of Architect,_ rn nL 4 57 - gjn, g v, Addresslyjs� P ,/' Afl , Phone No--Z--az-44a5— Name oZ_34-44a5—Name of Contractor angr /nm4),v,47 or, Address Pa. 13m 134 CL*b_Phone No. 7351-x5 217 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES -&_NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO_.�( * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY ORS NL<c J�tPLI}Y��� , being duly swom, deposes and says that (s)he is the applicant (Name f f individual signing contract) above named, (S)He is the , Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 1( day of fU 20 Notary Public u F� TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: 03/25/11 TO: Abigail Wickham for 64300 Main Road Southold LLC P O Box 1424 Mattituck, NY 11952 Please take notice that your application dated March 16, 2011 For permit toalter the number of marina slips at Location of property: 64300 Main Road, Southold, NY 11971 County Tax Map No. 1000 - Section 56 Block 7 Lot 2 Is returned herewith and disapproved on the following grounds: Per Section 280-127, Site Plan approval from the Southold Town Planning Board is required. Authorized Signature CC: file, Planning Bd. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. 0 TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: July 27, 2012 TO: Nancy Steelman for Principi Prop. LLC 25235 Main Rd. Cutchogue, NY 11935 Please take notice that your application dated July 17, 2012 For permit for a Boatyard with Parking at Location of property: 64300 Rt. 25, Greenport NY County Tax Map No. 1000 - Section 56 Block 7 Lot 4.1 [s returned herewith and disapproved on the tollowing grounds: Pursuant to Article XIII, Section 280-55, Site Plan approval from the Southold Town Planning Board is required. Authorized Signature CC: file, Planning Bd. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK P r A Ay being duly sworn, deposes and says that he resides at i o`/:2 n JJ 3e in the State of New York, and that he is the owner of the above operty, or that he is the �n .G of the 14j/I�i�e%j (Titl) (Specify whether Partnership or Corp.) which is hereby making application; that there are not existing structures or improvements on the land which are not shown on the Site Plan; that the title to the entire parcel, including all rights- of-way, has been clearly established and is shown on said Plan; that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submitted, as approved, will not be alter or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict accordance with the plan as approved by the Planning Board. Signed_ Owner (Partner or Corporate Officer Sworn to me this /.�_day • Ali V -\-WV �Notary Publicr — PATRIM RKRARM -�; Z r Public, Stele of Now York -1qN g No.01RMW2467 QM111flod In Suffolk Cour {k: m r WMnab" EXPlr" May 80 ,90124(` 'r z� W TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www.northfork.net/Southold/. PERMIT NO. Examined ,20 Approved 20 Disapproved a/c - Expiration , 20 0 BUILDING PERMIT APPLICATION CHECKLIS' Do you have or need the following, before applying Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail Phone: r� �p Building Inspector 15 D U D APPLICATION FOR BUILDING PERMIT MAR 16 2011 Date - March 3, , 2011 INSTRUCTIONS se a i aibM �p�lU$T hr r�mpletely filled in by typewriter or in ink and submitted to the Building Inspector with 3 p of p an to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections4(SigVnaturaof &Plicant name, corporation) P.O. Box 1424, Mattituck NY 11952 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Agent Name of owner of premises (As on the tax roll or latest If arpplicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. _ Electricians License NO. Other Trade's License No. Location of land on which proposed work will be done: i 64300 Route 25 >i+bbuthold- , ._ua House Number Street Hamlet County Tax Map No. 1000 Section 56 Block 7 Lot 2 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupanc*premises and intended use and occupa*f proposed construction: a. Existing use and occupancy marina b. Intended use and occupancy. marina renovations 3. Nature of work (check which applicable): New Building Addition Alteration x Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units n/ a Number of dwelling units on each floor If garage, number of cars n/a 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. marina 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions:'Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 167.17 Rear 177.00 Depth 625.00 10. Date of Purchase �7 Jz jz IO Name of Former Owner Southold Pointe --LLC 11. Zone or use district in which premises are situated M-11 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO x 13. Will lot be re -graded? YES_ NO x Will excess fill be removed from premises? YES_ NO X /Southold LLC Sout ld NY 14. Names of Owner of premises 64300 Main Road,Address 64300 Route, /phone No. Name of Architect iJ /..'y Address Phone No Name of Contractor Tl&D Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ABIGAIL A. WICKI3AM being duly swom, deposes and says that (s)be is the applicant (Name of individual signing contract) above named, (S)He is the agent (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to b fore this d y of March 2011 otaryPublic DONNA McGAHAN Notary Public, State of New York No. 01 MC4851459 Qualified in Suffolk County Commisslon Expires Aug. 18, an 20/ 0 r Signature of Applibant 0 0 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 29, 2012 TO: Mill Creek Partners, LLC Revised: March 2, 2012 c/o Samuels & Steelman Architects 25235 Main Rd. Cutchogue, NY 11935 Please take notice that your application dated February 14, 2012: For permit to construct accessory structure and addition/alterations at: Location of property: 64300 Route 25 Greenport, NY County Tax Map No. 1000 - Section 56 Block 7 Lot 2 Is returned herewith and disapproved on the following grounds: The proposed construction of new accessory structure on this conforming waterfront lot consisting of 142,441 sq. ft. in the M -II District is not permitted. Pursuant to Article XXII, section 280-116 (B), which states "All building or structures located on lots upon which a bulkhead ...exists... shall be set back not less than 75 feet from the bulkhead." Site plan shows proposed accessory structure at 20 +/- feet from the bulkhead where 75 feet is required. Pursuant to Article XXIII, Section 280-127, the proposed addition/alterations to the principal building require site plan approval. Additionally pursuant to Section 280-55 the proposed accessory structure and existing marina require site plan apnroval from the Southold Town PlanningBoard. oard. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: tile, Z.B.A., Planning 0 E LETTER OF AUTHORIZATION Mill Creek Partners, LLC P.O. Box 326 Cutchogue, NY 11935 631 734-5217 March 1, 2012 We hereby authorize Nancy Steelman of SAMUELS & STEELMAN ARCHITECTS to act as our agent in obtaining all permits required by SOUTHOLD TOWN, SUFFOLK COUNTY and NEW YORK STATE for the Renovations to the Mill Creek Inn and Marina located at 64300 Main Road (NY State Rt 25), Greenport, New York. SCTM # 1000-56-07-02. Eugene Burger, Managing Member APPLICANT TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of Town officers and employees The oumose of this form is to orovide information which can alert the Town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same YOUR NAME: (Last name, rt name, mi dle initial, unless you are applying in the name of someone else or other entity, such as a company. If so, indicate the other person or company name.) . NATURE OF APPLICATION: (Check all that apply.) Tax Grievance Variance Change of Zone Approval of Plat Exemption from Plat or Official Map Other Site Plan name the activity: Do you personally, (or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest. `Business interest" means a business, including a partnership, in which the Town officer or employee has even a partial ownership of (or employment by) a corporation in which the Town officer or employee owns more than 5% of the shares. YES NO x If you answered "YES", complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold: Title or position of that person: Describe that relationship between yourself (the applicant) and the Town officer or employee. Either check the appropriate line A through D (below) and/or describe the relationship in the space provided. The Town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply) A) the owner of greater than 5% of the shares of the corporate stock of the applicant (when the applicant is a corporation); B) the legal or beneficial owner of any interest in a non -corporate entity (when the applicant is not a corporation); C) an officer, director, partner, or employee of the applicant; or D) the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day of Signature: Print Name: i 0 APPLICANT TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of Town officers YOUR NAME: Nancy Steelman (Last name, first name, middle initial, unless you are applying in the name of someone else or other entity, such as a company. If so, indicate the other person or company name.) NATURE OF APPLICATION: (Check all that apply.) Tax Grievance Variance Change of Zone Approval of Plat Exemption from Plat or Official Map Other Rite „, If"Other",�� name the activity: Do you personally, (or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest. `Business interest" means a business, including a partnership, in which the Town officer or employee has even a partial ownership of (or employment by) a corporation in which the Town officer or employee owns more than 5% of the shares. YES NO_X_ If you answered "YES", complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold: Title or position of that person: Describe that relationship between yourself (the applicant) and the Town officer or employee. Either check the appropriate line A through D (below) and/or describe the relationship in the space provided. The Town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply) A) the owner of greater than 5% of the shares of the corporate stock of the applicant (when the applicant is a corporation); B) the legal or beneficial owner of any interest in a non -corporate entity (when the applicant is not a corporation); C) an officer, director, partner, or employee of the applicant; or D) the actual applicant. DESCRIPTION OF RELATIONSHIP Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 56 - 07 - 02 The Application has been submitted to (check appropriate response): Town Board ® Planning Dept. E Building Dept. E Board of Trustees 0 Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: FA Nature and extent of action: Renovations to an exi Restaurant & Marina Site Improvements to include: New Gravel Parking Areas;Underground Utilites;Site Lighting;New Dockmaster/Marina Building•New Landscaping; New Low sill bulkhead, revetment, floating docks, basin/channel dredging. • • Location of action: 64300 Main Road (rt 25) Greenport NY Site acreage: 142,441 Sq. Ft, = 3.27 AC Present land use: Restaurant & Marina Present zoning classification: M-2 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Mill Creek Partners, LLC (b) Mailingaddress: P.O. Box 326 Cutchogue, NY 11935 (c) Telephone number: Area Code( )__L34-5217 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No 0 If yes, which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III — Policies; Page 2 for evaluation criteria. © Yes ❑ No ❑ (Not Applicable - please explain) The site is located on Southold Bay and is in an area that has several Restaurants and Marinas. This site has been used for that purposed for several cien rlea The JmPrOl—ments to the site d marina will t -e -Make bene€'c,1 use eeastal leeatien and sai}I: minimise adverse Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III — Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ❑ (Not Applicable — please explain) There ar no hi aro i al or ar h olo�ic-1 s > > a on h oropeitt Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III — Policies Pages 6 through 7 for evaluation criteria ® Yes [] No [] (Not Applicable — please explain) The existing restaurant will be maintained as constructed with minor improvement All utilitarian and mechanical equipment will be screened with privacy fencing and evergreen screening The architectural style of the building matches other architectural stvles in the area The addition of landscaping, if ne ess 1 tfie Iain Road Corridor. NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III — Policies Pages 8 through 16 for evaluation criteria Yes 11 No 1�1 (Not Applicable — please explain) All rainwater runoff on developed portions of the site, will be retained on site with the use of underground drywells for both the parking area and roof areas. Driveway and parking areas will slope away from the marina to prelrent- ary In off intotheh (" tr ction f anew 1111th thenorth S �\ all prevent Attach additional sheets if necessary furt er erosion o t e marina assn. Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria 0 Yes IE No 0 (Not Applicable - please explain) All rainwater runoff from the proposed addition will be retained on site with the use of underground drywells The existing sanitary system meet s currentSuffolk CountyDept of Health vi standards fo 4apl Lary Waste Fater The property l r3 with puljlic L Suffolk Countv. additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III — Policies; Pages 22 through 32 for evaluation criteria. 0 Yes [] No [E (Not Applicable— please explain) No development will take place in the "protected" or natural indigenous environment. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. See Section III — Policies Pages; 34 through 38 for evaluation criteria. ® Yes ❑ No ❑ (Not Applicable — please explain) The restaurant will meet all required kitchen exhaust requirements. All construction vehicles will meet the federal standard for air pollution disicharge The h iy tems for th rWit-inn willmeet th f i air Pollution Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III — Policies; Pages 34 through 38 for evaluation criteria. ® Yes ❑ No ❑ (Not Applicable — please explain) The construction and the use of the restaurant/marina will make use of the town's di discharged it ana recycling center. Ali wastewater "sanitary" will be an approved SCDHS sanitary system. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III — Policies; Pages 38 through 46 for evaluation criteria. ❑ YeO No ® (Not Applicable —please explain) No public land involved. Littoral access unimpeded additional sheets if necessary WORKING COAST POLICIES 0 Policy 10. Protect Southold's water -dependent uses and promote siting of new water -dependent uses in suitable locations. See LWRP Section III — Policies; Pages 47 through 56 for evaluation criteria. © Yes ❑ No ❑ (Not Applicable — please explain) The renovations of the existing marina will allow this water dependent use to continue into the future. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III — Policies; Pages 57 through 62 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable — please explain The marina will be working to promote sustainable use of living marine hy, omi !�Ux T...i th the Q=aep l a=i na Tp:i t' ijt' Y6 This will help to protect the Marinet and the bay, and by ed=ating bust owners af the importance of protect e naturai environment w i e on the water. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No © Not Applicable — please explain The property is not in an agricultural area. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III — Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ❑ Not Applicable — please explain The construction will be using equipment approved by the Federal government for energy usage. The winery will meed Federal standards for conserving energy "energy Star Program" and will use "New York State energy conservation and construction code" for construction of the new addition. Prepared Title4yzA�eJ- Date 3 Z (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36485 Permission is hereby granted to: 64300 MAIN RD, SOUTHOLD, LLC C/O SILVERSTONE PROPERTY_ GROUP_ 825 THIRD AVENUE FL. 37714 NEW YORK, NY 10022 Date: 6/17/2011 To: CONSTRUCTION OF A NEW RESTAURANT BUILDING WITH ATTIC STORAGE ONLY PER DEC, TRUSTEES, SCHD W/ FLOOD PERMIT/COMPLIANCE AE(8) - REPLACES PERMIT #32599 At premises located at: 64300 MAIN RD GREENPORT, N.Y. 11944 SCTM # 473889 Sec/Block/Lot # 56.-7-2 Pursuant to application dated 6/17/2011 To expire on 12/16/2012. and approved by the Building Inspector. • SUFFoi�c-, TOWN OF SOUTHOLD BUILDING DEPARTMENT j m k TOWN CLERK'S OFFICE 5� T� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36485 Permission is hereby granted to: 64300 MAIN RD, SOUTHOLD, LLC C/O SILVERSTONE PROPERTY_ GROUP_ 825 THIRD AVENUE FL. 37714 NEW YORK, NY 10022 Date: 6/17/2011 To: CONSTRUCTION OF A NEW RESTAURANT BUILDING WITH ATTIC STORAGE ONLY PER DEC, TRUSTEES, SCHD W/ FLOOD PERMIT/COMPLIANCE AE(8) - REPLACES PERMIT #32599 At premises located at: 64300 MAIN RD GREENPORT, N.Y. 11944 SCTM # 473889 Sec/Block/Lot # 56.-7-2 Pursuant to application dated 6/17/2011 To expire on 12/16/2012. and approved by the Building Inspector. 9 0 617.20 Appendix A State Environmental Quality Review FULL ENVIRONMENTAL ASSESSMENT FORM Purpose: The full EAF is designed to help applicants and agencies determine, in an orderly manner, whether a project or action may be significant. The question of whether an action may be significant is not always easy to answer. Frequently, there are aspects of a project that are subjective or unmeasurable. It is also understood that those who determine significance may have little or no formal knowledge of the environment or may not be technically expert in environmental analysis. In addition, many who have knowledge in one particular area may not be aware of the broader concerns affecting the question of significance. The full EAF is intended to provide a method whereby applicants and agencies can be assured that the determination process has been orderly, comprehensive in nature, yet flexible enough to allow introduction of information to fit a project or action. Full EAF Components: The full EAF is comprised of three parts: Part 1: Provides objective data and information about a given project and its site. By identifying basic project data, it assists a reviewer in the analysis that takes place in Parts 2 and 3. Part 2: Focuses on identifying the range of possible impacts that may occur from a project or action. It provides guidance as to whether an impact is likely to be considered small to moderate or whether it is a potentially -large impact. The form also identifies whether an impact can be mitigated or reduced. Part 3: If any impact in Part 2 is identified as potentially -large, then Part 3 is used to evaluate whether or not the impact is actually important. DETERMINATION OF SIGNIFICANCE -- Type 1 and Unlisted Actions Identify the Portions of EAF completed for this project: ❑ Part 1 ❑ Part 2 ❑ Part 3 Upon review of the information recorded on this EAF (Parts 1 and 2 and 3 if appropriate), and any other supporting information, and considering both the magnitude and importance of each impact, it is reasonably determined by the lead agency that: A. The project will not result in any large and important impact(s) and, therefore, is one which will not have a significant impact on the environment, therefore a negative declaration will be prepared. ❑ B. Although the project could have a significant effect on the environment, there will not be a significant effect for this Unlisted Action because the mitigation measures described in PART 3 have been required, therefore a CONDITIONED negative declaration will be prepared.• ❑ C. The project may result in one or more large and important impacts that may have a significant impact on the environment, therefore a positive declaration will be prepared. 'A Conditioned Negative Declaration is only valid for Unlisted Actions Name of Action Name of Lead Agency Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer (if different from responsible officer) Date 6 0 PART 1 --PROJECT INFORMATION Prepared by Project Sponsor NOTICE: This document is designed to assist in determining whether the action proposed may have a significant effect on the environment. Please complete the entire form, Parts A through E. Answers to these questions will be considered as part of the application for approval and may be subject to further verification and public review. Provide any additional information you believe will be needed to complete Parts 2 and 3. It is expected that completion of the full EAF will be dependent on information currently available and will not involve new studies, research or investigation. If information requiring such additional work is unavailable, so indicate and specify each instance. Mill Creek Inn & Marina AFTER COMPLETION ocation Or ction (include Street Address, Municipality and County) acres 64300 Route 25 Greenport, NY 11944 0 ame a pp icant ponsor 0 acres usiness a ep one Mill Creek Partners, LLC (63it734-5217 Address acres P.O. Box 326 acres Cilylpo 1.32 acres State Lip Code Cutchogue acres .14 NY 11935 Name of Owner(ifdifferent) .85 acres usiness I a ep one Same 1 08 I I ress acres • ity tate Lip Code Description of Action Renovation to an existin Restaurant & Marina with new Marina/Dock Master Building/ new parking areas and site drainage. Please Complete Each Question --Indicate N.A. if not applicable A. SITE DESCRIPTION Physical setting of overall project, both developed and undeveloped areas. 1. Present land use: ❑ Urban 17 Industrial Lit Commercial ❑ Residential (suburban) ❑ Rural(non-farm) 2. 3 ❑ Forest Total acreage of project area: APPROXIMATE ACREAGE ❑ Agriculture CKOther Marina 3 . 2 7 acres. Meadow or Brushland (Non-agricultural) Forested Agricultural (Includes orchards, cropland, pasture, etc.) Wetland (Freshwater or tidal as per Articles 24,25 of ECL) Water Surface Area Unvegetated (Rock, earth or fill) Roads, buildings and other paved surfaces Other pndicate type) PRESENTLY AFTER COMPLETION 0 acres 0 acres 0 acres 0 acres 0 0 acres acres acres acres 1.32 acres 1.32 acres .19 acres .14 acres • 81 acres .85 acres 1 08 .62 acres • acres What is predominant soil type(s) on project site? Mixed sand - clayey sand a. Soil drainage: ❑ Well drained % of site IYModerately well drained 100 % of site ❑ Poorly drained _% of site b. If any agricultural land is involved, how many acres of soil are classified within soil group 1 through 4 of the NYS Land Classification System? - acres (See 1 NYCRR 370). 0 a 4. Are there bedrock outcroppings on project site? ❑ Yes IT -No a. What is depth to bedrock? - (in feet) 5. Approximate percentage of proposed project site with slopes: ❑ 0-10% % ❑ 10-15% % DT 15 % or greater 9.5 % 6. Is project substantially contiguous to, or contain a building, site, or district, listed on the State or the National Registers of Historic Places? ❑ Yes Cl No 7. Is project substantially contiguous to a site listed on the Register of National Natural Landmarks? ❑ Yes 9No 8. What is the depth of the water table? 6 . 5 (in feet) 9. Is site located over a primary, principal, or sole source aquifer? ErYes ❑ No 10. Do hunting, fishing or shell fishing opportunities presently exist in the project area? ❑ Yes [?-No 11. Does project site contain any species of plant or animal life that is identified as threatened or endangered? ❑ Yes CXNo According to Identify each species 12. Are there any unique or unusual land forms on the project site?(i.e., cliffs, dunes, other geological formations) ❑ Yes f$ No Describe 13. Is the project site presently used by the community or neighborhood as an open space or recreation area? 6fYes ❑ No If yes, explain Existing Marina 14. Does the present site include scenic views known to be important to the community? ❑ Yes IXNo 15. Streams within or contiguous to project area: none a. Name of Stream and name of River to which it is tributary 16. Lakes, ponds, wetland areas within or contiguous to project area: a. Name Southold Bay b. Size (In acres) - 17. Is the site served by existing public utilities? ENYes ❑ No a) If Yes, does sufficient capacity exist to allow connection? IN Yes ❑ No b) If Yes, will improvements be necessary to allow connection? ❑ Yes N No 18. Is the site located in an agricultural district certified pursuant to Agriculture and Markets Law, Article 25 -AA, Section 303 and 304? ❑ Yes 1XNo 19. Is the site located in or substantially contiguous to a Critical Environmental Area designated pursuant to Article 8 of the ECL, and 6 NYCRR 617? ❑ Yes IXNo 20. Has the site ever been used for the disposal of solid or hazardous wastes? ❑ Yes IXNo B. Project Description 1. Physical dimensions and scale of project (fill in dimensions as appropriate) a. Total contiguous acreage owned or controlled by project sponsor 3 . 27acres. b. Project acreage to be developed: . 8l acres initially; . 85 acres ultimately. c. Project acreage to remain undeveloped 2 . 42acres. d. Length of project, in miles: - (if appropriate). e. If the project is an expansion, indicate percent of expansion proposed 2 %. f. Number of off-street parking spaces existing 47 ; proposed 53 g. Maximum vehicular trips generated per hour 10 (upon completion of project). h. If residential, Number and type of housing units: One Family Two Family Multiple Family Condominium Initially Ultimately i. Dimensions lin feet) of largest proposed structure height; width; length. j. Linear feet of frontage along a public thoroughfare project will occupy is? ft. 2. How much natural material (i.e., rock, earth, etc.)will be removed from the site? 0 tons/cubic yards. 3. Will disturbed areas be reclaimed? 111 Yes ❑ No 1* N/A a. If yes, for what intended purpose is the site being reclaimed? b. Will topsoil be stockpiled for reclamation? ❑ Yes ❑ No c. Will upper subsoil be stockpiled for reclamation? O Yes ❑ No 4. How many acres of vegetation (trees, shrubs, ground covers) will be removed from site? 0 acres. 5. Will any mature forest (over 100 years old) or other locally -important vegetation be removed by this project? ❑ Yes IXNo 6. If single phase project: Anticipated period of construction 1Vr months, (including demolition). 7. If multi -phased: a. Total number of phases anticipated (number). b. Anticipated date of commencement phase 1 month year,(including demolition). c. Approximate completion date of final phase month year. d. Is phase 1 functionally dependent on subsequent phases? ❑ Yes ❑ No 8. Will blasting occur during construction? ❑ Yes ErNo 9. Number of jobs generated: during construction? 15 ; after project is complete? 25 10. Number of jobs eliminated by this project? 0 11. Will project require relocation of any projects or facilities? ❑ Yes [XNo If yes, explain 12. Is surface liquid waste disposal involved? ❑ Yes allo a. If yes, indicate type of waste (sewage, industrial, etc.) and amount b. Name of water body into which effluent will be discharged 13. Is subsurface liquid waste disposal involved? C�CYes ❑ No Type Sanitary 14. Will surface area of an existing water body increase or decrease by proposal? ❑ Yes 9 No 16. Is project, or any portion of project, located in a 100 year flood plain? 23 Yes ❑ No 16. Will the project generate solid waste? IXYes ❑ No a. If yes, what is the amount per month? 2 0 + -tons. b. If yes, will an existing solid waste facility be used? [Yes ❑ No c. If yes, give name Southold ; location Southold, NY d. Will any wastes not go into a sewage disposal system or into a sanitary landfill? BYes ❑ No e. If Yes, explain glass, metal, cardboard to be recycled 17. Will the project involve the disposal of solid waste? ❑ Yes ❑ No a. If yes, what is the anticipated rate of disposal? tons/month. b. If yes, what is the anticipated site life? years. 18. Will project use herbicides or pesticides? ❑ Yes L�cNo 19. Will project routinely produce odors (more than one hour per day)?%Yes 71 No 20. Will project produce operating noise exceeding the local ambient noise levels? 21. Will project result in an increase in energy use? ❑ Yes LSF No If yes, indicate type(s) 22. If water supply is from wells, indicate pumping capacity - gallons/minute 23. Total anticipated water usage per day - gallons/day. 24. Does project involve Local, State or Federal funding? 0 Yes 9 No If yes, explain 25. Approvals Required: 0 Yes 1%No C. ZONING and PLANNING INFORMATION 1. Does proposed action involve a planning or zoning decision? IXYes ❑ No If Yes, indicate decision required: ❑ zoning amendment P4 zoning variance ❑ special use permit 0 subdivision 21: site plan 0 new/revision of master plan 0 resource management plan 0 other 2. What is the zoning classification(s) of the site? M-2 3. What is the maximum potential development of the site if developed as permitted by the present zoning? 20% 4. What is the proposed zoning of the site? N/A 5. What is the maximum potential development of the site if developed as permitted by the proposed zoning? 6. Is the proposed action consistent with the recommended uses in adopted local land use plans? EY -Yes 0 No 7. What are the predominant land use(s) and zoning classifications within a 1/4 mile radius of proposed action? Marina, Restaurant, Residential S. Is the proposed action compatible with adjoining/surrounding land uses within a 1/4 mile? IXYes 0 No 9. If the proposed action is the subdivision of land, how many lots are proposed? N/A a. What is the minimum lot size proposed? 10. Will proposed action require any authorizations) for the formation of sewer or water districts? 0 Yes 81 No 11. Will the proposed action create a demand for any community provided services (recreation, education, police, fire protection)? ISYes 0 No a. If yes, is existing capacity sufficient to handle projected demand? 93 Yes 0 No 12. Will the proposed action result in the generation of traffic significantly above present levels? EYes ❑ No a. If yes, is the existing road network adequate to handle the additional traffic? IX Yes 11 No Type Submittal Date City, Town, Village Board ❑ Yes LXNo City, Town, Village Planning Board LICYes 0 No Site Plan Appr. 3/12/12 City, Town Zoning Board EY -Yes 0 No Variance 3/16/12 City, County Health Department 14: Yes ❑ No Wastewater mngmt 3/16/12 Other Local Agencies LICYes 0 No Trustees TBD Other Regional Agencies 0 Yes IXNo State Agencies IXYes 0 No NYS DOT & DEC TBD Federal Agencies 0 Yes LXNo C. ZONING and PLANNING INFORMATION 1. Does proposed action involve a planning or zoning decision? IXYes ❑ No If Yes, indicate decision required: ❑ zoning amendment P4 zoning variance ❑ special use permit 0 subdivision 21: site plan 0 new/revision of master plan 0 resource management plan 0 other 2. What is the zoning classification(s) of the site? M-2 3. What is the maximum potential development of the site if developed as permitted by the present zoning? 20% 4. What is the proposed zoning of the site? N/A 5. What is the maximum potential development of the site if developed as permitted by the proposed zoning? 6. Is the proposed action consistent with the recommended uses in adopted local land use plans? EY -Yes 0 No 7. What are the predominant land use(s) and zoning classifications within a 1/4 mile radius of proposed action? Marina, Restaurant, Residential S. Is the proposed action compatible with adjoining/surrounding land uses within a 1/4 mile? IXYes 0 No 9. If the proposed action is the subdivision of land, how many lots are proposed? N/A a. What is the minimum lot size proposed? 10. Will proposed action require any authorizations) for the formation of sewer or water districts? 0 Yes 81 No 11. Will the proposed action create a demand for any community provided services (recreation, education, police, fire protection)? ISYes 0 No a. If yes, is existing capacity sufficient to handle projected demand? 93 Yes 0 No 12. Will the proposed action result in the generation of traffic significantly above present levels? EYes ❑ No a. If yes, is the existing road network adequate to handle the additional traffic? IX Yes 11 No • D. Informational Details Attach any additional information as may be needed to clarify your project. If there are, or may be, any adverse impacts associated with your proposal, please discuss such impacts and the measures which you propose to mitigate or avoid them. E. Verification I certify that the Applicant/Sponsor Name, to the 7best ,of my knowledge. Date_Z Signature /���Title �� If the action is in th Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment. 0 PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III MARTIN H. SIDOR 0 pf SOUjyo� PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: August 27, 2012 Re: Deferred Revenue MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631795-1938 Fax: 631765-8136 The Site Plan application referenced below has been accepted by the Planning Board and the funds may be processed to the Planning Applications revenue account 82115.10. Thank you. Applicant/Project Name & Tax Map Amount Check Date/No. Type # Samuels & Steelman for Mill Creek: 5&7-2 315/12 Ck#16282 site plan application fee $1528.00 PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III MARTIN H. SIDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: March 5, 2012 Re: Payments Please deposit the attached check into 8691: Deferred Planning Application Fees. Fee is for a site plan application not yet accepted by the Planning Board. Applicant/Project Name 46 MAILING ADDRESS: Of SU(/ryOlO Box 1179 11971 Sou lO ld Samuels & Steelman for Mill Creek: 56-7-2 OFFICE LOCATION: CA Town Hall Annex • �O 54375 State Route 25 �CO�II� (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: March 5, 2012 Re: Payments Please deposit the attached check into 8691: Deferred Planning Application Fees. Fee is for a site plan application not yet accepted by the Planning Board. Applicant/Project Name Tax MapAmount Check Date/No. T # Samuels & Steelman for Mill Creek: 56-7-2 3/5/12 Ck#16282 site Ian application fee ll 528 • or SAMUELS & STEELMAN ARCHITECTS arae 25235 MAIN ROAD CUTCHOGUE, NY 11935 PH. 631-734-6405 PAY TO 1 ORDER( THE BRIDGEHAMPTON NATIONAL BANK CUTCHOGUE, NY 11935 50-66W14 - 00Lr. 282ul 1:02L13000LL2 16282 Z J $15zar �O DOLLARS 8 ff N" HASHAMOMU ION< i 4.5 VACANT , � ��-- ZONING Bu 7000-58-07-1 ` 5 GOLDSMITH'S BOAT SHOP ►iAwxA I -oA-2D.7 JEAN A JEAN k THOMAS / wEus g i IO 0�/ / �4�CURB CU -I_ AC 10D0ITt -24 EDWINW7N TUCCro STEPHEN PATTERSON 70DO-55-Q4-22 V 8s RICHARD EHNIJCH ` `V TZ00' OWNER4_2 I j VACANT If BWI ZONING Mil j I �B✓ BUSINESS I VACANT I 5 I V 2 �- p9CURB C.!UURI ZONING AC \to\ VACANT`\/�' 11 /• 7000-56-07-5 `! PRINCIPI PROPS LC ` ZONING /' I \ R4O,--'RRSNN:NOE 7000-58-07-7 MURRAY WERMAN `✓ 56-07-6 I� BERMADETT k IAI55ON flAHDD-511& AIA RESIDENCEKO I1 / MRRd1 C]I I1 85 - �T000-5855-07-9 I ' '� JOHN ! CYNTHR, 1 YWHIS I I , _ 1 1 REBIDEIN:� ' 7-se=o7=70 ` / AMEU NATZEF �10 � RESBEENCE � I �. i IIAI , \`1 ---_—. ZONING R BLU N DRIV 10 -0ow 7 -58JOC/ 1. NENI / RIbIOE� 1 REiWIENCD�I I i I 7 Q. 1�. / II \ I IooD-50 CLIFFORD r v EUNICE BENFlEm 1 2 j 00 FT SETBACK SOUTHOLD BAYFROM PROJECTSITE EE ENLARGED 51TE / -- --- PLAN SHEET # 5P 2 KEY PLAN - SCALE: 1" =100'-0" / 5 500 FT SETBACK FROM PROJECT 51TE SITE DATA SCTM # 1000.56-07-02 PROPERTY: 64300 Route 25 ADDRESS Greenport, NY 11944 OWNER: MILL CREEK PARTNERS, LLC SITE: 142,441 SQ.FT. = 3.27 ACRES LAND UNDER pg E d3 WATER: 57,885 SQ FT ZONING: M -II SURVEYOR: Hands on Surveying 0 26 Silver Brook Drive H Flanders, New York 11901 Z LICENSE# 050363 DATED 6/22111 BUILDING Q AREA: PRINCIPLE BUILDING First Floor: 5,656 SQ. FT. Second Floor: 3,333 SQ. FT, ACCESSORY BUILDING: Q First Floor: 330 SQ. FT. FIRST FLOOR DECKS: 2,390 SQ. FT. W RAISED TERRACES : 743 SQ. FT. LOT: COVERAGE BUILDABLE LAND AREA: 84,556 SQ. FT, v 9119 SQ. FT./ 84,556 SQ. FT. =10.78% O 10.7% ACTUAL 120% MAX. ALLOWABLE PARKING: 27,969 SQ FTI 84,556 SQ. FT. = 330/6 LOT COVERAGE LANDSCAPING: 47,372 SQ FT/84,556 SQ. FT. = 560/6 % LOTCOVERAGE LOCATION MAP SITE PLAN INDEX SP 1 KEY PLAN, 100th scale SP 2 SITE PLAN, 40th scale SP 3 ENLARGED SITE PLAN NORTH, 20th scale SP 4 ENLARGED SITE PLAN SOUTH, 20th scale SP 5 ENLARGED SITE PLAN - GRADING, DRAINAGE & LAYOUT SP 6 ENLARGED SITE PLAN - LANDSCAPE & LIGHTING SP 7 SECTION THRU MARINA BASIN 1 FIRST FLOOR PLAN - RESTAURANT 2 SECOND FLOOR PLAN, BASEMENT PLAN - RESTAURANT 3 BUILDING ELEVATIONS • RESTAURANT 4 FLOOR PLANS & ELEVATIONS - DOCK MASTERS BUILDING SCP 1 9 212 SITE PLAN APPROVAL Sept 17, 2012 RESUBMIT -SITE PLAN APPROVAL 716 Q y Z Y J �• Q 0 J• pg E d3 :3w•�u� W ZZ W. 0 ad H N Z Z Q Q W CO) W O P v O J a Wy li Z W W W 2 � 716 Z • y Q• � J �• Q W J• pg E d3 :3w•�u� 2 W. a r• H N N• X. 1110 DRA BY: UT CHECKED BY: NS DATE: March 2, 2012 SCALE: I"= 100'-0" SHEET TITLE: KEY PLAN SP1 LIGHT FIXTURE LEGEND "A" CEILING MOUNTED ORNAMENTAL LIGHT5, 100 Watts, BESA "1912 MH, 9500 LUMENS ORNAMENTAL LIGHTS, 600 Watts, SE&A 6520.558, 650 LUMENS "E" DECK RAILING L 16HT5, 80A BE&A 4445P, 1000 LUMEN5 "G" PARKING AREA POLE LIGHTS, 150 Watts, BESA 1460.538, 2400 LUMEN5 T' DRIVEWAY BOLLARD LIGHTS, 10W, BE&A 8557 MH, 6,600 LUMEN5 "K" WALL MOUNTED STEP LIGHTS, 9N) OF, SEBA 2915P, 525 LUMENS 3 CEILING MOUNTED DOWN LIGHTS, 50 Watts, BESA 1224.560, 955 LUMEN5 B • C •6 A • "D" WALL MOUNTED SECURITY L16HT5, 150 Watts, BE&A 1460.558, 2400 LUMENS "F" WALKWAY LIGHT5, 60104, BE&A 5514, 180 LUMEN5 • A IC, • 71 • Bzi • "H" FACADE SIGN LIGHT5, 21W, BE&A 2295, 1800 LUMENS A N IN WALKWAY BOLLARD LIGHTS, IOOW, BE&A 8452 MH, 6,800 LUMENS • A • • C "L" SIGN DOWNLIBHT5, 15W, BESA 8105, 1100 LUMENS FLOOD ZONE AE (ELT) M!µ HM VMtEI. MMK' OILMCMm IOIT ,- MLL RNC! "M" MARINA LIGHT FIXTURE $ POWER PEDESTAL, 15W, TIGER DOOK5: HATTERAS 1-16HT POKER PEDESTAL, 850 LUMENS RIP RAP SOUTHOLD BAY SITE PLAN 0'-0" MVI RIP RAP PARKING TOTAL 124 TAK-MAP • 1000-56-01-47 W.OPERT1r LEASED BY MILL GREEK PARTNERS 5/1/12 (SEE LEASE AGREEMENT FOR ADDITIONAL INFORMATION) FRESITYIATER'PET AND5 AS DELINEATM BY SUFFOLK ENVIRONMENTAL GONSULTIN6, IMG. 4/12/06 AND VERIFIED ON 5/25/11 (l1E IxE ALUMi MEAN MRI WAIEN MAM) II MATCH LINE SEE SHEET SP3_ B MATCH LINE SEE SHEET SP 4 SCTM * 1000.56-07-02 PROPERTY: 64300 Route 25 ADDRESS Greenport, NY 11944 OWNER: MILL CREEK PARTNERS, LLC SITE: 142,441 SQ.FT. = 3.27 ACRES r•x..nr•n••nnn•n WATER: 57,885 SQ FT ZONING: M -II SURVEYOR: "E" DECK RAILING L 16HT5, 80A BE&A 4445P, 1000 LUMEN5 "G" PARKING AREA POLE LIGHTS, 150 Watts, BESA 1460.538, 2400 LUMEN5 T' DRIVEWAY BOLLARD LIGHTS, 10W, BE&A 8557 MH, 6,600 LUMEN5 "K" WALL MOUNTED STEP LIGHTS, 9N) OF, SEBA 2915P, 525 LUMENS 3 CEILING MOUNTED DOWN LIGHTS, 50 Watts, BESA 1224.560, 955 LUMEN5 B • C •6 A • "D" WALL MOUNTED SECURITY L16HT5, 150 Watts, BE&A 1460.558, 2400 LUMENS "F" WALKWAY LIGHT5, 60104, BE&A 5514, 180 LUMEN5 • A IC, • 71 • Bzi • "H" FACADE SIGN LIGHT5, 21W, BE&A 2295, 1800 LUMENS A N IN WALKWAY BOLLARD LIGHTS, IOOW, BE&A 8452 MH, 6,800 LUMENS • A • • C "L" SIGN DOWNLIBHT5, 15W, BESA 8105, 1100 LUMENS FLOOD ZONE AE (ELT) M!µ HM VMtEI. MMK' OILMCMm IOIT ,- MLL RNC! "M" MARINA LIGHT FIXTURE $ POWER PEDESTAL, 15W, TIGER DOOK5: HATTERAS 1-16HT POKER PEDESTAL, 850 LUMENS RIP RAP SOUTHOLD BAY SITE PLAN 0'-0" MVI RIP RAP PARKING TOTAL 124 TAK-MAP • 1000-56-01-47 W.OPERT1r LEASED BY MILL GREEK PARTNERS 5/1/12 (SEE LEASE AGREEMENT FOR ADDITIONAL INFORMATION) FRESITYIATER'PET AND5 AS DELINEATM BY SUFFOLK ENVIRONMENTAL GONSULTIN6, IMG. 4/12/06 AND VERIFIED ON 5/25/11 (l1E IxE ALUMi MEAN MRI WAIEN MAM) II MATCH LINE SEE SHEET SP3_ B MATCH LINE SEE SHEET SP 4 SCTM * 1000.56-07-02 PROPERTY: 64300 Route 25 ADDRESS Greenport, NY 11944 OWNER: MILL CREEK PARTNERS, LLC SITE: 142,441 SQ.FT. = 3.27 ACRES LAND UNDER WATER: 57,885 SQ FT ZONING: M -II SURVEYOR: Hands on Surveying O 26 Silver Brook Drive Flanders, New York 11901 LICENSE 11050363 Z DATED6/22/11 PARKING REQUIREMENTS RESTAURANT: 1 SPACE PER 3 SEATS OR 1 SPACE PER 100 SF OF FLOOR AREA WHICHEVER IS GREATER TOTAL SEATS CALCULATION: INTERIOR -180 SEATS = 60 SPACES SQUARE FOOTAGE CALCULATION: FIRST FLOOR PUBLIC AREAS: 3,117 SF / 100 In 31.17 SPACES SECOND FLOOR PUBLIC AREA: 2,509 SF 1100 = 25.09 SPACE TOTAL 56.25 SPACES THE TOTAL NUMBER OF PARKING SPACES IS GREATER WHEN THE CALCULATION IS BASED ON THE TOTAL NUMBER OF SEATS, THEREFORE 60 SPACES WOULD BE REQUIRED. MARINA: 1 SPACE PER BOAT SLIP 50 BOAT SLIPS = 50 SPACES TOTAL PARKING SPACES REQUIRED: 110 SPACES w/ 5 HC ACCESSIBLE TOTAL PARKING SPACES PROVIDED: 124 SPACES w/ 5 HC ACCESSIBLE BOAT SLIPS MARINA: (6) 18.5 WIDE SLIPS (16)13.5 WIDE SLIPS (28)10.0' WIDE SLIPS EXISTING BOAT SLIPS: 50 SLIPS PROPOSED BOAT SLIPS: 50 SLIPS DRAINAGE CALCULATION'S: (DW) "A" ROOF STRUCTURE & ENTRY DRIVEWAY ROOF AREA: DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW) "A" 6,555 SF x (211 2 FT.) x 1.0 = 943 CU. FT. ENTRY DRIVEWAY: DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW) "A" 10,374 SF x (2112 FT.) x 0.9 M 1556 CU. FT. USE: (6) 10' DIAMETER x V HIGH POOL (6) 10' X 6' STORM DRAIN RING - 2463 CU. FT. USE: (8) 10' DIAMETER x 4' HIGH POOL (8) 10' X 4' STORM DRAIN RING • 2189 CU. FT. PROVIDED REQUIRED 4652 CU. FT. > 2499 CU. FT. (DW) "B" DRIVEWAY PARKING AREA DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW) "B" 46,586 SF x (2112 FT.) x 1.0 m 7765 CU. FT. USE: 10' DIAMETER x 114' HIGH POOL, OR USE: (21) 10' DIAMETER x 4' HIGH POOL (21)10' X 4' STORM DRAIN RING • 5747 CU. FT. USE: (21) 10' DIAMETER SOLID WALL DOMES (21)10' SOLID WALL DOMES • 2282 CU. FT. PROVIDED REQUIRED 8029 CU. FT. > 7765 CU. FT. SITE PLAN APPROVAL , REVISIONS: May 23, 2012 ADJACENT PROPERTY July 9, 2012 BOAT YARD Aug 22, 2012 SANITARY SYSTEM REV AUG 28, 2012 BOAT YARD RELOCATED a Z�M� O O W Z Z z a Z Z a W N W 0 Q 0 J � W J a Z W W L2 i W 2• W Q• J � • 93 rte? W J•Eua B Dw• 2w. Q F-• v 7T N y• 4,OF NEW YO STEF( H� 2�6 a G,7S 079 7 E OJ NO: 1110 I DRAWN BY: UT CHECKED BY: NS DATE: March 2, 2012 SCALE: 1" = 40'-0" SHEET TITLE: SITE PLAN SHEET NO: SP2 EXISTING CONCRETE WALL--\ TO BE REMOVED PROVIDE NEW STONE VENEER WALL W PEDESTRIAN E OVERHEAD WIRES EXISTING UTILITY— POLE NYT-850 EXISTING DRYWELL5 (DIN (b)1O' DIA &FT DEEP EXISTING WATER SERVICE SETBACK DUMPSTER LOCATION— WITH b FT H16H PRIVACY FENCE )EWN5TONE VENEER WALL KEN UNDER6ROUND--------� ELECTRIC AND UTILITY LINES NEW ELEG METERS--� ON BUILDING FACE EXISTING UTILITY POLE TO BE REMOVED EXISTING BANK OF ELEG METER5 TO BE REMOVED EXISTING P05T E RAIL FENCE� NEW DOCK ACCESS - RAMP, STAIRS d DECK NEW FLOATING DOCK W/ LOW SILL BULKHEAD EXISTING UTILITY POLE NYT-8505 EXI5TIN6 BANK TO REMAIN - NON INDIGENOUS MATERIAL (I.E.: BRICKS) TO BE REMOVED, PLANT ISTURBED AREAS WITH AMERICAN BEACH 6RA55 (AS PER DEC REQUIREMENTS) MEAN H16H WATER- MARK OVERHEAD \ TOP OF \\\ FLOOD \ZONE \ LINE DARK LETTERS ON A LIGHT CONTRA5TIN6 COLOR BACKGROUND TWO DOWNLI&HT5 FPER SIDE ill Creek Inn DRIVEWAY ENTRY ELEVATION OF 516N G NEW SIGN PLAN & ELEVATION 4. 4 IN.T.Z (STATE ©110to 1SIVLTDtlVBMY V V CK TgQB,Iy �UTILI WIRES EXISTING SEPTIC I N11 HEM GREASE TRAP, SEPTIC TANKS AND LEACHING POOLS } d mz `NT 1 "All ( 0 LU >�/E (UH�� ROUTE 25) � EXISTING UTILITY POLE NYT-851 —NEW ENTRt s AND APRON NEW COBEILES NE 2 CURB l kk A \ EW ELECTRIC TER H FRAME L � U! \ / C \ bW`" / s NEW r (fl OLUE NEWSHADE SHE MT May 23, 2012 ADJACENT PROPERTY July 9, 2012 BOATYARD Aug 22, 2012 `\go SANITARY SYSTEM REV AUG 20, 2012 ms a Z Y O Nwa N Z0 w Z O 06 Z a Z Z a W v FRAME — A I I" FIRST BASEMENT SL B AB •%off 1 _�_ o II III ••� "I � I M 2 -10' SLIPS MEAN HIG f 2 1 O'SLIPS b / 20'-6" 10' 24 WATER MARK 21 10' 24'-611 II J 1 14M 2 -10' SLIPS b,l 20 2 -13.5' SLIPS I 21 M 2-13.5'SLIPS I J L_— — —S 28 N 2 13.5' SLIPS 11 _ 1�1 —►1 I X4'-6 I EXI5TIN6 O III DOCKSFLOAT I' „ t- 29 BE REMOVED rl w4 �IIAA2-10'SLIPS _ F tee' J 10' 30 16 � o f .1 - NEW PILINGS 2 - 135-SLIPS'I II 1 Cpl zF1 11 � 131 151 II I.. 1� w 2 -10' SLIPS NEW FLOATING 71 32 DOCK W/ LOW I I SILL BULKHEAD I j.I 14 r— � l i 33 EXISTING MARINA 2-13.5`SLIF�S'I 11 I I 2 -10' SLIPS } 50 BOAT 5LIP5 13 I 1 ig UTILITY WIRES UTILITY POLE owlo'IREA V PAST a TO 10 FEET CN CENIER euaEo x• SELIXY •RAce SFO 1M_ATEv woov RAIL NbrGCD INrO vaoo Farr I -In' rNk (w,EaTone _ FlNleleo •RAx 10 GRAVEL ]AINIM STa AINI1 I � ITER•. LONG. RSRETAININSY11LL 1 INV • 13'CI Lldllo orb LIPA M / ! F0 1" n,4 S' IbCK � • IG• « � e+s LGNr. HEAD _-' 4� " _-8 r' 1 RETAINING WALL DETAIL �,, 1519 w G 2'E -I' ` WOODED AREA ; � ; ��\ Ali � �r comLnrore T L4RBINS o 1 / / _ \ m vRIV y •RAGS ,EDGE OF EXISTING'\ CLEARING 11 LANI�JVtCARb LIMIT OP –LIMIT `i=RE5HNAiTEP, WETLANV5 A5 LIMIT OFINEW ' , , , iCLEARIN6 1 LtWNPATEV BY 5U r,OLIG EDGE OF'` ENVNONMENTAL G N5ULTING, a STONE CURB DETAIL `PaySiri \"/©6 AND ERIPIED'ON_ -TZ r -T.3.) � e Nj, P'� IAI 1 ` SII len bwl1 TIM6t IN M� . •RAaE I ```� , vRrveu.s nrcN ox II II AREA bF ¢LEARING q \ `SH?ANI H I OHED) I E IG N6 Y�SRAOE-- \ -P L') TIM)BER CURB DETAIL �\ E�L;I6H % 'I + ,\ `\q , `� �FIXTIIKE 161 I TYP v, 1 \ FRESHWATER WETLANDS 1, TAX MAP # 1000-56-07-4.1''1 I PROPERTY LEASED IBY MILILI GREEK PARTNERS 5,/1/12 YI (SEE LEASE AGREEMENT FO� \ADDITIONAL INFORMATION) " \ , 1 \ 1 FRESHWATER WETLANDS i 10 I , I r I ' , , , I , i I , I , , , I I , , I I I 1 1 1 I I 1 I I 1 �I I 1 1 `IO I 1 1 1 1 1 1 1 I 1 I I 1 1 I 1 I 1 ' 1 1 1 I I I \ 1 SEP 19 2012 PLAN APPROVAL 15 REVISIONS: May 23, 2012 ADJACENT PROPERTY July 9, 2012 BOATYARD Aug 22, 2012 SANITARY SYSTEM REV AUG 20, 2012 BOAT YARD RELOCATED a Z Y O 0 Z0 w Z O 06 Z a Z Z a W N W o V a O J J W Z LU LU i loomW 00 Z• f/J Q• J me e W J•M��� <yg •1, W QF• �� a) We OF NEW), STE ?,F oI 6` r ROJEO: 1118 DRAWN BY: UT CHECKED BY: NS DATE: March 2, 2012 SCALE: 1" = 20'-0" SHEET TITLE: ENLARGED SITE PLAN NORTH SHEET NO.: SP3 MATCMATCH LINE # ' ; ---J 34 I'' � 1� I YARD I \ ` MLINE � SIDE W PT `, X15TI145 UTILITY I I' O PROPOSED --� I ! ', I� ' 7 5ET8AC'K POLE LIL-531G 35 _ :LOOP \ !2 -10' SLIPS NEA DOCK ZONE 1 FLOOD B L2O' JASTER213.5'SLIP GLEIARIN6EWLINE ZONE X ; SP7 IM I- 36 BUILDING 11EXISTING VEGETATIOM1I� _ I TO REMAIN25,/\ NEW�TIMBERY RD $LIP$ NEW DOCK L - - - : , / `� 1D ' , ,=LOOD ZONE AE (ELS!) SETBA K " la 3S ACCESS - U! 10 I RAMP #DECK 2 - 13.5'$LIP$MEAN HIGH WATER MARK' ; � J � b' I 11¢ { \ -� � 1 \ AREA OF GL RING 9 24'- ' DILAPIDATED P05T I r2 - 10' $LIP$ 139 NEW FILIN55 10 II' Ix EXI FLAG 6 F XI INC 1 (SHOWN HATCH ) E RAIL FENCE I I j — .I I O BE L RI ' REL TED �� I - PROPOSED O T EXISTING BANK TO 40 SIA 1 / 1 REMAIN -NON M I I l i O $I .I / I INDIGENOUS MATERIAL —NEW FLOATING 2 -18.5 SLIP' 1 r ID YARD (stor e o (IF-.: BRICKS) TO BE I 141 DOCK W/ LOW I I, , : �PITGH 1 ` .B - r '.i:.' r'•1 REMOVED, PLANT I I 1 x2_10'$ IPS 402 SILL BULKHEAD O I 1 �� I, ;,J'�I•;:.;'•;:::`;.':; , oats and t alters) DISTURBED AREA WITH AMERICAN BEAC �' T 42 bl'-I" I Ir.'s ' •• 6RA55 (AS PER DE / - �- - - REQUIREMENTS) I EXISTING BANK TO -� I I �� �` Ijl I b �/{I`. ` •'.,•,�',.' REMAIN -NON L INDIGENOUS MATERIAL OVERHEAD - (LE.: BRICKS) TO BE 6 M t' 1',I IP . °. ;"..',,r: LANDWARD LIMIT OF M REMOVED, PLANT I 1111I DISTURBED AREAS 2 -18.5 SLIPS -- -- WITH AMERICAN BEA H r-�F'�1`� I I I 1 `'"B' '-r•,:::::::•.:.:,:' :.:;. FRESHWATER WETLANDS AS 6RA55 (AS PER D O 35 =b l FI E�LI6 :'';....`. '. DELINEATED IIYY SUFFOLK eP� 4 I REQUIREMENT51, TYF ENVIRONMENTAL CONSULTING EXISTING - .��::r,,..„�,;•. UTILITY ,�1 ° EXISTING ( I 'I I ��`, - _ '..:::.”.I .:.:...:::......;:;:.:.:,::.:: IMG. 4/12/06 AND VERIFIED ON N 114 POLE `9oOiS _,FLOATING II I GRAVEL I a L DOCKS TO I : 5/23/1 I J BE REMOVED 11 DRI WAY EXISTING - I,.; `` .. .. DILAPIDATED o /' - " 10 - e 45 4 r p 1 ytj 1i ! PLANTINGS: WOOD CD $LjP$ OI --� ISO 1D "I''" AMERICAN BEACH 4 BULKHEAD TO M 1 �1 ''1 -18.`5' -SOPS I y, 1 �,g„ ,.., . ;. ,., eh b I. 11 zl�, 1;yf..:.,'..:....::...: LARGE ORNAMENTAL GRASSES BE REMOVED 1 I ZI -0 �.., ..: FRESHWATER 2 -10 L 47 ` EX 15T I NG O I' >' ` ` " WETLANDS M SLIPS 48 `��� MARINA 3 I it h'II II G � 1 � ! 5 �1..:: 50 LOFT r - PbL T =F--- �i LIMIT OF NEW TAX MAP # 1000 -S16 -O7-4. 1-10 49 SL IPS ! I x " ..I. ..t....;!' ;,':.''•.:t `GI"EARING PROPERTY LEA5EI:;� BY MILL I 'i SLIP 5 AMERICAN BEACH 4 ®I 4 l \ ;\ I / %° G I,.:' ' ` ' `..'...'' i GREEK PARTNERS 5/I/12 DILAPIDATED =. ,..' WOOD BULKHEAD M I Q � - (SEE LEASE AGREEMENT FOR ` N LARGE ORNAMENTAL 2 - 18{,5' SLIPS I' r ADDITIONAL INFORMATION) sQo 6RA55E5 � / 1!I I i I : .�., i > i — — — --/— DOCK --- — NEW FLOATING %Qnw F• I I I � '�.%��:.�:• :�� ' �— - i � - W/ LOW vli �ro NEW FLOATING O / I I i :'., ` `�' 'M • : .' i I FLOOD ZONE SILL EaJLD DOCK W/ LOW / ..:�..:. ' LINE , KHEA% / e.;.::.'..:::..: r..:..' '�% SILL BULKHEAD \ wk $HAVE., 60 FT - -;, T�:...... DIA TUi�NINI -------------------- ------ y.. A' f--- -----, r . t....,:.' , AROUND 42 RELOGATE41 ,. � �--' � .,, . , n , ; ... >'.... •. P::: S' <:;.���- .-;�:. `.: ': I DW � , I FLAG POLpirn ` EDGE OF WATER, I, f' r' .,` .-:.' ,irn 1 :;"� : tGi ...., D / ,,; NEW TIMBER 3 i MEAN HIGH WATER : � MARK I i i : ..,..), �, r. ...�:f ,, �,, . i g \\ J �. � P/, I .�•�. � T.�� .,:.. CURB � z � ZI .:.:L.:o.;,,.,•., NEW 060K GRAVEL 1 y ,'•'1��i�;: ''' � / c.d AGGE55 b,' NEN I %' AREA OF CLEARING (� (� O ,.:: . EXISTING BANK TO REMAIN - NON ` ,, SURFACE ',./..,. ".•.ir'":!'_,' t � / F';' '.:..:. GRAVEL �, : . INDIGENOUS MATERIAL (LE.: BRICKS) I I �•.i••,.,;. FLOOD I DRIvewAY _ ;';,,:;.'�:`_:•:.':'::.;.` ) (SHOWN HATCHED) rn TO BE REMOVED, PLANT D157URBED 'I I \` GRI�V� ZONE X ..,,.• ,.:.:'.'''."��'".. I — ...,'` ` y ' NEW GUARD RAIL 1 D ; AREAS WITH AMERICAN BEACH 9RA55 '•Q:,���,,�_.';-,r:,,. (AS PER DEC REQUIREMENTS)`•PICNIC _ ARE_ZA _---- _ `o, -50 X70 FLOOD ZON NEW LOW 51LL E YA1� VE (EL ` ---__---- 1 NEW ; ,: " ... , ....: " TGTF''C7F , �' 1 AUK I GRAVEL,r^.b -- --- ----------------------- ---- -- BULKHEAD � 55�TB '.'::'.. ::';':'.,�'::..;.• o'.. 7- --- --------- ---_____ - -- _ m0'I -"?;........:.- ---------------- ----------------------------------------------------- 5{ MEAN--------------- _,---' __. --------- 'z '� p \',, `\II \ r,..._..`,`,i;,•;,'�,'; .:,'',`�''`�.�'''� __ - - - - - - '2 ------------- 11 HIGH WATER MARK OBSERVED L=Z$ T 4 ----------- y — 2.75' ` - - ---- - (TIE LINE ALONG MEAN HIGH WATER MARK) 1 i b--------- 4)110 rnp NEW RIP RAP I � A11.00 4A � SIT , PARKING TOTAL 124 ANEW RIP RAP SOUTHOLD BAY SITE PLAN' SCALE: 1" = 201-0" T m SITE PLAN APPROVAL REVISIONS: May 23, 2012 ADJACENT PROPERTY July 9, 2012 BOAT YARD Aup 22, 2012 I SANITARY SYSTEM REV AUG 28, 2012 , I v , I , , I , , ZW Z BULKHEAD TO M 1 �1 ''1 -18.`5' -SOPS I y, 1 �,g„ ,.., . ;. ,., eh b I. 11 zl�, 1;yf..:.,'..:....::...: LARGE ORNAMENTAL GRASSES BE REMOVED 1 I ZI -0 �.., ..: FRESHWATER 2 -10 L 47 ` EX 15T I NG O I' >' ` ` " WETLANDS M SLIPS 48 `��� MARINA 3 I it h'II II G � 1 � ! 5 �1..:: 50 LOFT r - PbL T =F--- �i LIMIT OF NEW TAX MAP # 1000 -S16 -O7-4. 1-10 49 SL IPS ! I x " ..I. ..t....;!' ;,':.''•.:t `GI"EARING PROPERTY LEA5EI:;� BY MILL I 'i SLIP 5 AMERICAN BEACH 4 ®I 4 l \ ;\ I / %° G I,.:' ' ` ' `..'...'' i GREEK PARTNERS 5/I/12 DILAPIDATED =. ,..' WOOD BULKHEAD M I Q � - (SEE LEASE AGREEMENT FOR ` N LARGE ORNAMENTAL 2 - 18{,5' SLIPS I' r ADDITIONAL INFORMATION) sQo 6RA55E5 � / 1!I I i I : .�., i > i — — — --/— DOCK --- — NEW FLOATING %Qnw F• I I I � '�.%��:.�:• :�� ' �— - i � - W/ LOW vli �ro NEW FLOATING O / I I i :'., ` `�' 'M • : .' i I FLOOD ZONE SILL EaJLD DOCK W/ LOW / ..:�..:. ' LINE , KHEA% / e.;.::.'..:::..: r..:..' '�% SILL BULKHEAD \ wk $HAVE., 60 FT - -;, T�:...... DIA TUi�NINI -------------------- ------ y.. A' f--- -----, r . t....,:.' , AROUND 42 RELOGATE41 ,. � �--' � .,, . , n , ; ... >'.... •. P::: S' <:;.���- .-;�:. `.: ': I DW � , I FLAG POLpirn ` EDGE OF WATER, I, f' r' .,` .-:.' ,irn 1 :;"� : tGi ...., D / ,,; NEW TIMBER 3 i MEAN HIGH WATER : � MARK I i i : ..,..), �, r. ...�:f ,, �,, . i g \\ J �. � P/, I .�•�. � T.�� .,:.. CURB � z � ZI .:.:L.:o.;,,.,•., NEW 060K GRAVEL 1 y ,'•'1��i�;: ''' � / c.d AGGE55 b,' NEN I %' AREA OF CLEARING (� (� O ,.:: . EXISTING BANK TO REMAIN - NON ` ,, SURFACE ',./..,. ".•.ir'":!'_,' t � / F';' '.:..:. GRAVEL �, : . INDIGENOUS MATERIAL (LE.: BRICKS) I I �•.i••,.,;. FLOOD I DRIvewAY _ ;';,,:;.'�:`_:•:.':'::.;.` ) (SHOWN HATCHED) rn TO BE REMOVED, PLANT D157URBED 'I I \` GRI�V� ZONE X ..,,.• ,.:.:'.'''."��'".. I — ...,'` ` y ' NEW GUARD RAIL 1 D ; AREAS WITH AMERICAN BEACH 9RA55 '•Q:,���,,�_.';-,r:,,. (AS PER DEC REQUIREMENTS)`•PICNIC _ ARE_ZA _---- _ `o, -50 X70 FLOOD ZON NEW LOW 51LL E YA1� VE (EL ` ---__---- 1 NEW ; ,: " ... , ....: " TGTF''C7F , �' 1 AUK I GRAVEL,r^.b -- --- ----------------------- ---- -- BULKHEAD � 55�TB '.'::'.. ::';':'.,�'::..;.• o'.. 7- --- --------- ---_____ - -- _ m0'I -"?;........:.- ---------------- ----------------------------------------------------- 5{ MEAN--------------- _,---' __. --------- 'z '� p \',, `\II \ r,..._..`,`,i;,•;,'�,'; .:,'',`�''`�.�'''� __ - - - - - - '2 ------------- 11 HIGH WATER MARK OBSERVED L=Z$ T 4 ----------- y — 2.75' ` - - ---- - (TIE LINE ALONG MEAN HIGH WATER MARK) 1 i b--------- 4)110 rnp NEW RIP RAP I � A11.00 4A � SIT , PARKING TOTAL 124 ANEW RIP RAP SOUTHOLD BAY SITE PLAN' SCALE: 1" = 201-0" T m SITE PLAN APPROVAL REVISIONS: May 23, 2012 ADJACENT PROPERTY July 9, 2012 BOAT YARD Aup 22, 2012 SANITARY SYSTEM REV AUG 28, 2012 BOAT YARD RELOCATED v , Z� , , o0 BULKHEAD TO M 1 �1 ''1 -18.`5' -SOPS I y, 1 �,g„ ,.., . ;. ,., eh b I. 11 zl�, 1;yf..:.,'..:....::...: LARGE ORNAMENTAL GRASSES BE REMOVED 1 I ZI -0 �.., ..: FRESHWATER 2 -10 L 47 ` EX 15T I NG O I' >' ` ` " WETLANDS M SLIPS 48 `��� MARINA 3 I it h'II II G � 1 � ! 5 �1..:: 50 LOFT r - PbL T =F--- �i LIMIT OF NEW TAX MAP # 1000 -S16 -O7-4. 1-10 49 SL IPS ! I x " ..I. ..t....;!' ;,':.''•.:t `GI"EARING PROPERTY LEA5EI:;� BY MILL I 'i SLIP 5 AMERICAN BEACH 4 ®I 4 l \ ;\ I / %° G I,.:' ' ` ' `..'...'' i GREEK PARTNERS 5/I/12 DILAPIDATED =. ,..' WOOD BULKHEAD M I Q � - (SEE LEASE AGREEMENT FOR ` N LARGE ORNAMENTAL 2 - 18{,5' SLIPS I' r ADDITIONAL INFORMATION) sQo 6RA55E5 � / 1!I I i I : .�., i > i — — — --/— DOCK --- — NEW FLOATING %Qnw F• I I I � '�.%��:.�:• :�� ' �— - i � - W/ LOW vli �ro NEW FLOATING O / I I i :'., ` `�' 'M • : .' i I FLOOD ZONE SILL EaJLD DOCK W/ LOW / ..:�..:. ' LINE , KHEA% / e.;.::.'..:::..: r..:..' '�% SILL BULKHEAD \ wk $HAVE., 60 FT - -;, T�:...... DIA TUi�NINI -------------------- ------ y.. A' f--- -----, r . t....,:.' , AROUND 42 RELOGATE41 ,. � �--' � .,, . , n , ; ... >'.... •. P::: S' <:;.���- .-;�:. `.: ': I DW � , I FLAG POLpirn ` EDGE OF WATER, I, f' r' .,` .-:.' ,irn 1 :;"� : tGi ...., D / ,,; NEW TIMBER 3 i MEAN HIGH WATER : � MARK I i i : ..,..), �, r. ...�:f ,, �,, . i g \\ J �. � P/, I .�•�. � T.�� .,:.. CURB � z � ZI .:.:L.:o.;,,.,•., NEW 060K GRAVEL 1 y ,'•'1��i�;: ''' � / c.d AGGE55 b,' NEN I %' AREA OF CLEARING (� (� O ,.:: . EXISTING BANK TO REMAIN - NON ` ,, SURFACE ',./..,. ".•.ir'":!'_,' t � / F';' '.:..:. GRAVEL �, : . INDIGENOUS MATERIAL (LE.: BRICKS) I I �•.i••,.,;. FLOOD I DRIvewAY _ ;';,,:;.'�:`_:•:.':'::.;.` ) (SHOWN HATCHED) rn TO BE REMOVED, PLANT D157URBED 'I I \` GRI�V� ZONE X ..,,.• ,.:.:'.'''."��'".. I — ...,'` ` y ' NEW GUARD RAIL 1 D ; AREAS WITH AMERICAN BEACH 9RA55 '•Q:,���,,�_.';-,r:,,. (AS PER DEC REQUIREMENTS)`•PICNIC _ ARE_ZA _---- _ `o, -50 X70 FLOOD ZON NEW LOW 51LL E YA1� VE (EL ` ---__---- 1 NEW ; ,: " ... , ....: " TGTF''C7F , �' 1 AUK I GRAVEL,r^.b -- --- ----------------------- ---- -- BULKHEAD � 55�TB '.'::'.. ::';':'.,�'::..;.• o'.. 7- --- --------- ---_____ - -- _ m0'I -"?;........:.- ---------------- ----------------------------------------------------- 5{ MEAN--------------- _,---' __. --------- 'z '� p \',, `\II \ r,..._..`,`,i;,•;,'�,'; .:,'',`�''`�.�'''� __ - - - - - - '2 ------------- 11 HIGH WATER MARK OBSERVED L=Z$ T 4 ----------- y — 2.75' ` - - ---- - (TIE LINE ALONG MEAN HIGH WATER MARK) 1 i b--------- 4)110 rnp NEW RIP RAP I � A11.00 4A � SIT , PARKING TOTAL 124 ANEW RIP RAP SOUTHOLD BAY SITE PLAN' SCALE: 1" = 201-0" T m SITE PLAN APPROVAL REVISIONS: May 23, 2012 ADJACENT PROPERTY July 9, 2012 BOAT YARD Aup 22, 2012 SANITARY SYSTEM REV AUG 28, 2012 BOAT YARD RELOCATED Z� o0 ZW Z O ad o Z Q Z Z a W U) W 0 Q J o J 0 LU z W W TW w z• w< - -Jm• _J me W J• rr � W•w�� LL W N• OF NEVV ylp'Gy y. S7EF� 'Pf e �y G, 077853' �S>FR A ROJEC 1110 DRAWN BY: UT CHECKED BY: NS DATE: March 2, 2012 SCALE: 1"m20`-0" SHEET TITLE: ENLARGED SITE PLAN SOUTH SHEET NO.: SP4 EA r�OBBLE LINO • �i EL: -7.6 STONE CURB /moi/i jam/j///i -. • ' S ii ,I � ® ® I / i�I/�/j//j//j//� �/j///j//j///j//jam i � AVINS • • rn am//j//�`��//jam//�//j�!/� /j///j/i/i COBBLE STONE__w 11111 �'.' ■■�■���■■ / /ONE av- _ UAI 71LA ISO WA NMI v - - - • - - _- I ..� I �•I I A I . 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I__ SANK 3— I _I I MARI �_— �-_ul�-_- _ .- - 1BULKED&E OF CAGRADE HEAD BOAT BASINwill FOR 1�)ETAILED INFORMATION REVISIONS: May 23, 2012 ADJACENT PROPERTY July 9,21H2 BOATYARD Aug 22, 2012 SANITARY SYSTEM REV I< Z� O Q� O z Z Q Q a W z W o IX Q O J I Z W W W H •■ Z. wa• g� W f. ZI f w• .9 1... e w N. or NEW yo y4=G't,_ C 01795 1 �i ROJECT 1110 DRAWN BY: u•'' CHECKED BY: NS DATE: March 2, 2012 SCALE: 1. _ 0" SHEET TITLE: ENLARGED SITE PLAN GRADING, DRAINAGE & LAYOUT SHEET NO: SP5 IMIFA ON WE A Caw P6 AM ..: INEI ....,.......,. _ ornamental grosses �II Shrubs: Hollywood junipers 5 ft ht, 5fton center Z;Q1H LIGHT o01] FIXTURES z C TMPaving SEE FLOOR PLANS FOR EXTERIOR LIGHTING AT ROOF DECKS Decking C E LISHT FIXTURES T'YP Existing May 29, 2072 ADJACENT PROPERTY Indigenous F �I f I Hollyviood � t I •I t ft ht, w� 5 ft on z � center '! 8 o 0FS areas U CL with I I' ? American I a Shrubs: Hollywood junipers 5 ft ht, 5fton center Z;Q1H LIGHT o01] FIXTURES z C TMPaving SEE FLOOR PLANS FOR EXTERIOR LIGHTING AT ROOF DECKS Decking C E LISHT FIXTURES T'YP Existing May 29, 2072 ADJACENT PROPERTY Indigenous F r plants to Z � remain I •I t IIF Plant 1 z � disturbed 8 o 0FS areas H CL with I I' ? American I a Beach g Grass I, N W (as per 1 o � DEC I' a V equirement Al O J Shrubs: Hollywood junipers 5 ft ht, 5 ft on center FDecking RAMP UP Shrubs: Hydrangas, 5 gal, Shrubs: Hydrangas, 5 gal, Japanese Hollies, 48" ht, Japanese Hollies, 48" ht, Large Ornamental Grasses, Large Ornamental Grasses, Groundcovers: Vinca, perrenlals around Vinca, perrenials 4 ornamental grasses k ornamental grasses Tree: Platanus acerlfolla, London Plane Tree, 5" cal Typical :Japan se, Shrubs: Japanese garden In juniper IS ht juniper, 18" ht, and Large ��w,Lyi od 9�h , NEW r 11 AN =*210211 �� �►`� Novi Lov4n �'--''/--''—'r / ♦�CLEARING /♦ �� ..�-- �� �y�-� �%y%ti'%t�i�%%i%ice%% 1 OF NEN - CLEA �!,i- `��-��/-%/jam-j-%/j-%/j��/��/j���►-r% 1 _ EA OF rs 5 ft n conte ('=:x EXISTING FR�4M BUILDING (RE57AURAN7) LIGHT FIXTURES TYP SEE FLOOR PLANS FOR EXTERIOR LIGHTING AT ROOF DECKS NEW FLOATING DOCK Driveway Decking Shrubs: Hollywood E junipers 5 ft ht —� \ -- L16HT FIXTURES BOAT BASIN TMP SEE SHEETS SP2, 5173, SP4 FOR DETAILED INFORMATION �I IF TF Decking F F I� May 29, 2072 ADJACENT PROPERTY July 0, 2072 SORT YARD r Z � I I I •I t 3 1 z � z 8 o 0FS H z ? a Q W N W 1 o � a a V O J � w � z W W TW FMI ma• �� log W J• Y' l Ornamental Grasses G _I vnruvs: aPanasw garden uniper, 18" ht Trees: ape Myrtle, 6 ft ht Shrubs: drangas, 5 gall, Japones Hollies, 48" ht, Large O nomental Grasses, c vers: Vinca, perrenials 4 ornome tol grasses Driveway � P LE- IGHT I I I I • I I I I I I I I I I I I I I TAX MA � 100 — .4.1 P LEASED 'Y MI GREE< TNERS 5/1 d (SEE LES IN F ITIOINFORMA I I ) II I FIXTURES Shrubs: Japone garden I TYP juniper, 18'I ht, a d Large Ornamental Grasses I I Shrubs: ponese garden j Iper, 18" ht Tree: loton s acerifolia, London Ian Tree, 5" cal Typical Trees: C ape Myrtle, 6 ft l ht j Shrubs: H drangas, 5 gal, ase Hollles, 48" ht, Large Or mental Grassers, n Groundco rs: VI!nco, perrenials II ornamen al grasses I I I I EDGE OF EXISTING CLEARING I 1 Driveway) � � 1 I Existing indigenous plants toll remain /—POLE LIGHT WITH EDGE OF SECURITY L16HT EXISTING FIXTURE PAVING —Plant disturbed areas wlth American Beach Gras (as DEC re cLufrements) SI LAN I LP I 'I u12 REVISIONS: May 29, 2072 ADJACENT PROPERTY July 0, 2072 SORT YARD Q Z � I I I •I t 3 1 z � z 8 o 0FS I I I EDGE OF EXISTING CLEARING I 1 Driveway) � � 1 I Existing indigenous plants toll remain /—POLE LIGHT WITH EDGE OF SECURITY L16HT EXISTING FIXTURE PAVING —Plant disturbed areas wlth American Beach Gras (as DEC re cLufrements) SI LAN I LP I 'I u12 REVISIONS: May 29, 2072 ADJACENT PROPERTY July 0, 2072 SORT YARD Q Z � � o � Q 3 z � z 8 o 0FS H z ? a Q W N W o � a V O J � w � z W W TW FMI ma• �� log W J• n W• f Lu- •N U)W. of NEW yo y �. srEF� ytiP yyR�•� p7 5 .1 V PROJEC O: 1110 DRANM BY: UT CHECKED BY: NS DATE: March 2, 2012 SHEET TMJ:: ENLARGED SITE PLAN LANDSCAPE AND LIGHTING SHEET NO: SP6 i ■ ■ ■ ■ RAW tr RAhr DOYN LR IANC PLAN= 0 KIT e++Wbm O roes 0 O KITCH € s� 00000 0 �" o e�N cmcNME MAIN LOBBY �Y GOovm 0 0 6 6 6 0 0 Fal Sam Hen � �l8® �� AR RECEPTION O D Q0r uAll ❑ ------------------------ --------- ---- --- -- I I I 1 1 1 I I 1 I I I I I I I I I I I I I 1 I I DIN IN9IROOM I I I I I I I I I I I I I I ______________________J r________________________� L______________________ ______________________- i________-_____________ I 1 1 I I I I I I I I I I I I I L I I I I 1 I, I it I I I I I I I I I I I I I I I I I I MM FLOATING DOCK O I O I I. O MARINA T II j O I 1 O � I O I ,1 O II j I I I i O ------- ------------------------------------------------------------------- SEP 19 2012 FIRST PLAN L SITE PLAN APPROVAL QY ZO — az z Z Q Z Z Z LULU w M H LU O CO) W Z 0 - J p J a — 0 W; 2 O N MI 2 • w<• J f• � f W• e� ate• „a N N• pF NEW),c ytiPGy �. STEED Rf- 2� �y 01 531 V cS ER P p 0:,1170 DRAWN BY: NS CHECKED BY: NS DATE: MARCH 2, 2012 SCALE: SHEET TITLE: FIRST FLOOR PLAN SHEET NO: 1 SECOND FLOOR PLAN SCALE: 1/B" e V-0" EMENT FL i LAN S'EP 1 9 . , SITE PLAN APPROVAL zo U) aZ z 0 0d > z ZW? LU X y�W z o v a J V 0 Ww 0 .e Z. U) a - .j p W J• Lu. i W• a �• o N NJ • 1E DF Y0 y�P t �. srgF� R� G 2� 2 077953 BRED PROJECT 111 JECT :1110 DRAWN BY: NS CHECKED BY: NS DATE: MARCH 2, 2012 SCALE: 1/8"MV-00 SHEETTRLE: SECOND FLOOR PLAN SHEET NO: 2 CHECKED BY: NS 0 d nr, Z � Z ad DOGKMASTERIS OPPIGE m Z b OG W Z n W n 2 N F— Q I— W �Q W .�+he Mill Creek v /�/ Marina ` � O V D J W J Z 'o Q r SOUTH ELEVATION EAST ELEVATION SCALE: 114" =1 -0 SECOND FL R PLAN SCALE: 1/4"= V -0" SCALE: 1/4" =1' -0" FIRST FLOORP LAN EST ELE SCALE: 714" = l' -On NORTH ELEVATION SCALE: 714" =1' -0" SCALE: 114" =1' -0" ser i s �oi. SITE PLAN APPROVAL M 1110 WEST MAY 23, 2012 o" PLANS & ELEVATIM rAi M Z. NJ Q• W J �5 :) a H• u N 0)- M 1110 WEST MAY 23, 2012 o" PLANS & ELEVATIM rAi / 1000 OWNER -19 OWNER ' , / 2.5 ' , VACANT D 5 i � \j ZONING ®, \ ZONING `\ ` AC AC \low 7000-56-04-20.1 IN 100 JEAN k THOMAS 0-56-04-24 EDWIN TUCCIO WELLS STEPHEN PATIERSON 1000-56-04-22 as RICHARD EHRLICH I. \\ 000-5 0-04-2�3 '\ \ ""AIN HAC I ROAD U TB HAS MOMUC j ZONING B INESS 1.0 UR POND `UT � 000-56-07-1\ i�— /� j GOLDSMITH'S \ BOAT SHOP \\ TA 4.5 � 5 / t MARINA 45 ,1000-56 I VACANT, 10 �' `\ / �j�•'Y /,\/\ OWNER BU51NF,85 \ _ ZONING I \: / VACANT`\ M I I i 1000-56-07-5 Y `( ( ' PRINCIPI PROPS VACANT auswEss I �, ,ycj - ZONING / ���, .� C" -RB C JR TU ,GF - R40,-'RESIDENCEI I C-1 \, IDW-56-07-7 NURRAY WER. 000-56-07-6 BERNADEIT h I LARSSON /%- 10 4 aN� M06-07-8 7ARRUA RESIDENCE I I I H5 P _ 1 I _ - --T(b0-56-07-9 I 1 JOHN k CYNTHIAI I YOUNG I � I 1 I RESIDENC� 1 1 0-56-07-10 AMELA KARER RESIDENCE ` IIAI 1 ZONING �__ I ---------_ To \\ / 200 FT 5ETBAOK ' \ SOUTHOLD BAY / FROM PROJEOT 51TE/ EE ENLARGED SITE / PLAN 5HEET # 5P 2 KEY PLAN SCALE: V= 100'-01' / / In 500 FT SETSAOK FROM PROJEOT 51TE SITE DATA SCTM # 1000-56-07-02 PROPERTY: 64300 Route 25 ADDRESS Greenport, NY 11944 OWNER: MILL CREEK PARTNERS, LLC SITE: 142,441 SQ.FT. = 3.27 ACRES LAND UNDER PRINCIPLE BUILDING WATER: 57,885 SQ FT ZONING: M -II SURVEYOR: Hands on Surveying PARKING: 27,969 SQ FT/ 84,556 SQ. FT. = 33% LOT COVERAGE LANDSCAPING: 47,372 SQ FT/84,556 SQ. FT. = 56% % LOT COVERAGE LOCATION MAP ITE SITE PLAN INDEX SP 1 KEY PLAN, 100th scale SP 2 SITE PLAN, 40th scale SP 3 ENLARGED SITE PLAN NORTH, 20th scale SP 4 ENLARGED SITE PLAN SOUTH, 20th scale SP 5 ENLARGED SITE PLAN - GRADING, DRAINAGE & LAYOUT SP 6 ENLARGED SITE PLAN - LANDSCAPE & LIGHTING SP 7 SECTION THRU MARINA BASIN 1 FIRST FLOOR PLAN - RESTAURANT 2 SECOND FLOOR PLAN, BASEMENT PLAN - RESTAURANT 3 BUILDING ELEVATIONS - RESTAURANT 4 FLOOR PLANS & ELEVATIONS - DOCK MASTERS BUILDING MAY 2 3 2012 SITE PLAN APPROVAL REVISIONS: May 23, 2012 26 Silver Brook Drive ADJACENT PROPERTY Flanders, New York 11901 LICENSE # 050363 DATED 6/22/11 BUILDING AREA: PRINCIPLE BUILDING First Floor: 5,656 SQ. FT. W Second Floor: 3,333 SQ. FT. ACCESSORY BUILDING: First Floor: 330 SQ. FT. FIRST FLOOR DECKS: 2,390 SQ. FT. RAISED TERRACES: 743 SQ. FT. LOT: 0 ? COVERAGE BUILDABLE LAND AREA: 84,556 SQ. FT. 9119 SQ. FT./ 84,556 SQ. FT. =10.78% 10.7% ACTUAL / 20% MAX. ALLOWABLE PARKING: 27,969 SQ FT/ 84,556 SQ. FT. = 33% LOT COVERAGE LANDSCAPING: 47,372 SQ FT/84,556 SQ. FT. = 56% % LOT COVERAGE LOCATION MAP ITE SITE PLAN INDEX SP 1 KEY PLAN, 100th scale SP 2 SITE PLAN, 40th scale SP 3 ENLARGED SITE PLAN NORTH, 20th scale SP 4 ENLARGED SITE PLAN SOUTH, 20th scale SP 5 ENLARGED SITE PLAN - GRADING, DRAINAGE & LAYOUT SP 6 ENLARGED SITE PLAN - LANDSCAPE & LIGHTING SP 7 SECTION THRU MARINA BASIN 1 FIRST FLOOR PLAN - RESTAURANT 2 SECOND FLOOR PLAN, BASEMENT PLAN - RESTAURANT 3 BUILDING ELEVATIONS - RESTAURANT 4 FLOOR PLANS & ELEVATIONS - DOCK MASTERS BUILDING MAY 2 3 2012 SITE PLAN APPROVAL REVISIONS: May 23, 2012 ADJACENT PROPERTY a Z � O O a ~ W ZZ O p� 0 0 ? a °z �1 a W CO) W o V a o J W J a Z W W w 06 Z Na• JLC• O a rc^ m y W J• � Kz z _ W • rc _ '2 W• a °x �g l-• N to �E OF NEWT, P y 2 017953- S7ERE CN\ OJ CT 1110 DRAWN BY: UT CHECKED BY: NS DATE: March 2, 2012 SCALE: 1" = 100'-0" SHEET TITLE: KEY PLAN SHEET NO.: SP1 LIGHT FIXTURE LEGEND "A" CEILING MOUNTED ORNAMENTAL LIGHTS, 100 Watts: BEGA -19'12 MH, ORNAMENTAL LIGHTS, 600 Watts, BEGA 6520.538, 650 LUMENS "E" DECK RAILING LIGHTS, 801AI, BEGA 44431", '1000 LUMENS ©©w "G" PARKING AREA POLE LIGHTS, 150 Watts, BEGA 1460.538, 2400 LUMENS T' DRIVEWAY BOLLARD LIGHTS, -TOA, BEGA 8531 MH, 6,600 LUMENS • A • C B UQ "K" WALL MOUNTED STEP LIGHTS, 9W OF, BEGA 29151", B CEILING MOUNTED DOWN LIGHTS, 50 Watts, BEGA 1224.560, 935 LUMENS "D" WALL MOUNTED SECURITY LIGHTS, 150 Watts, BEGA 1460.538, 2400 LUMENS -d Awa .4C0 "F" WALKWAY LIGHTS, 601AI, BEGA 3514, 180 LUMENS "H" FACADE SIGN LIGHTS, 2'1A, BEGA 2295, 1800 LUMENS A . 5 "J" WALKWAY BOLLARD LIGHTS, IOOW, BEGA 8432 MH, 8,800 LUMENS "L" SIGN DOWNLIGHTS, 15A, BEGA 8'105, 1100 LUMENS IWBIN vnrve.l5 (6)10' DIA C �910NE M m§ m® i 2-10'SUPS • ME 141 2-10'SUPS' l I� vUmta 21. --- - L J 1 1 1 2-193UPS2-13.5'SUP51 1 (, MEAN NIbH IWT62 � �... I _ _ 1 cu5xM1YsxvB II M -2_ -1_3._ -LIES Wx5rvaTwoxAaTSMIla ! 2-13.6 PS G 11 OV90EA0 VU.L'4 1 29 ex I�IOVID .. 1 T FLOOD ZONEII 1 1 2-70'SUPS I \\LINE ,x hu is- ' •3�_ 10 k 'o G€ I I ,F IbI FlLIIYl-�• 2-73h''9L1� 1 1 `\ TOP a ItAW 1 M J 31 15 I �} 12_-JUSUPS ,av ncAnx6 ... -i If I - 32 suiaLX ev t N— 1 \` � 1 �. - • 33 2-13.5`SLIP IE SEE SHEET SP }}3 _ _ I r 1M2_19SUPS ' _ _X13• IE SEESHEET SPI ex19nN6 unuTr 1 POLe uLaec/� I M2. 10- SLIPS •35 ` UP1 ,1 FLOOD) 11 ZONE M 7 I / �" 3B • 2-13.5'6LIP$, , ZONE LINE --- I + E%19T1N6 ` • 17 1 VE6ETAnoN �— --r i yI TO. 114 1 '!' 2 _ iN SLIPS J r-- FLOOD ZONE AE (ELT) RO 1 ® 70 .3 FLOOD t..AN WSN 1`4A 1 I- _ u 2-13.5' SUPS'i NA.K II 1 r=_-7 39 Q 1 3 PILAPI.A E 'O T I /2-19' SUPS • 141 YI PLLIIK9� .. } .AIL C-EHiE I ' I + �'(� 40 • � __ 1 t S aSANK To .EMMN-NON I ro I 1 •' rrn PlOAn O 2-13.5'SUPS1 Z sAn3e1w 0eawLK9)I I 47 noncwlav 0 PLANT v15rvPEEO."__ I 1 '��N'SI.IPS .I •1V1O��^D 7 ' VI OEAGH 6RA55 (As PHt OCc RdJI.EME1119) I I I I _L T I \.y .14' - _ . YN�J &ILKIRAO TOM I .. 1 1 OvfweAv wl.Ez♦ 2-10'ISLI�S �^A ©• N M i-_--lJ� 2-19.9SLIPS TV -2-4 L1P5 "� O+ 2-11" 1. p EXISTI ..M LIPS40 �� 50 1-m' 4s GLI � LIP OILAPIOAT® AFt�1L/Jl'j� O• Wrov vxKNEAv IN+se al•wSfML 2-78.5'S 6.A�eeA OOLK YYAI a acwnx6 1 "M" MARINA LIGHT FIXTURE 4 POWER PEDESTAL, 1311% TIGER DOCKS: HATTERA5 LIGHT Rnwrw PEDESTAL. 850 LUMENS R=1603.63' L=292.75' i 0 A SITE PLAN INDEX NEW RIP RAP NAluc 1 zl B , KEY PLAN, 100th scale "E" DECK RAILING LIGHTS, 801AI, BEGA 44431", '1000 LUMENS ©©w "G" PARKING AREA POLE LIGHTS, 150 Watts, BEGA 1460.538, 2400 LUMENS T' DRIVEWAY BOLLARD LIGHTS, -TOA, BEGA 8531 MH, 6,600 LUMENS • A • C B UQ "K" WALL MOUNTED STEP LIGHTS, 9W OF, BEGA 29151", B CEILING MOUNTED DOWN LIGHTS, 50 Watts, BEGA 1224.560, 935 LUMENS "D" WALL MOUNTED SECURITY LIGHTS, 150 Watts, BEGA 1460.538, 2400 LUMENS -d Awa .4C0 "F" WALKWAY LIGHTS, 601AI, BEGA 3514, 180 LUMENS "H" FACADE SIGN LIGHTS, 2'1A, BEGA 2295, 1800 LUMENS A . 5 "J" WALKWAY BOLLARD LIGHTS, IOOW, BEGA 8432 MH, 8,800 LUMENS "L" SIGN DOWNLIGHTS, 15A, BEGA 8'105, 1100 LUMENS IWBIN vnrve.l5 (6)10' DIA C �910NE M m§ m® i 2-10'SUPS • ME 141 2-10'SUPS' l I� vUmta 21. --- - L J 1 1 1 2-193UPS2-13.5'SUP51 1 (, MEAN NIbH IWT62 � �... I _ _ 1 cu5xM1YsxvB II M -2_ -1_3._ -LIES Wx5rvaTwoxAaTSMIla ! 2-13.6 PS G 11 OV90EA0 VU.L'4 1 29 ex I�IOVID .. 1 T FLOOD ZONEII 1 1 2-70'SUPS I \\LINE ,x hu is- ' •3�_ 10 k 'o G€ I I ,F IbI FlLIIYl-�• 2-73h''9L1� 1 1 `\ TOP a ItAW 1 M J 31 15 I �} 12_-JUSUPS ,av ncAnx6 ... -i If I - 32 suiaLX ev t N— 1 \` � 1 �. - • 33 2-13.5`SLIP IE SEE SHEET SP }}3 _ _ I r 1M2_19SUPS ' _ _X13• IE SEESHEET SPI ex19nN6 unuTr 1 POLe uLaec/� I M2. 10- SLIPS •35 ` UP1 ,1 FLOOD) 11 ZONE M 7 I / �" 3B • 2-13.5'6LIP$, , ZONE LINE --- I + E%19T1N6 ` • 17 1 VE6ETAnoN �— --r i yI TO. 114 1 '!' 2 _ iN SLIPS J r-- FLOOD ZONE AE (ELT) RO 1 ® 70 .3 FLOOD t..AN WSN 1`4A 1 I- _ u 2-13.5' SUPS'i NA.K II 1 r=_-7 39 Q 1 3 PILAPI.A E 'O T I /2-19' SUPS • 141 YI PLLIIK9� .. } .AIL C-EHiE I ' I + �'(� 40 • � __ 1 t S aSANK To .EMMN-NON I ro I 1 •' rrn PlOAn O 2-13.5'SUPS1 Z sAn3e1w 0eawLK9)I I 47 noncwlav 0 PLANT v15rvPEEO."__ I 1 '��N'SI.IPS .I •1V1O��^D 7 ' VI OEAGH 6RA55 (As PHt OCc RdJI.EME1119) I I I I _L T I \.y .14' - _ . YN�J &ILKIRAO TOM I .. 1 1 OvfweAv wl.Ez♦ 2-10'ISLI�S �^A ©• N M i-_--lJ� 2-19.9SLIPS TV -2-4 L1P5 "� O+ 2-11" 1. p EXISTI ..M LIPS40 �� 50 1-m' 4s GLI � LIP OILAPIOAT® AFt�1L/Jl'j� O• Wrov vxKNEAv IN+se al•wSfML 2-78.5'S 6.A�eeA OOLK YYAI a acwnx6 1 "M" MARINA LIGHT FIXTURE 4 POWER PEDESTAL, 1311% TIGER DOCKS: HATTERA5 LIGHT Rnwrw PEDESTAL. 850 LUMENS I I 7 nNeea 11� / {, II I TLP LP ,y I II } 1 fNNK I i r F, I•, t �- /�� M 1r1 1 , `J1e 1' 1 I�I 11( L6N! I PI%1L12 rof•• �I 160 FT DLI, 1 AROUVD o a t uva ' bRAVFI. I -OW00_ 1°R1ZT- oD ZIP TLP L' •ANK I UL;v ANEW RIP RAP SOUTHOLD BAY SITE PLAN SCALE: 1" = 40'-0" �AREAI 1 (SHONA 1 rxesxwnT l p, 1 .�-•- e 1__e H LINE SEE SHEET SP3— H H LINE SEE SHEET SP 4 NYTIwnIFA wsnwm 'LANDWARD LIMIT OF FRESHWATER WETLANDS AS DELINEATED BY SUFFOLK ENVIRONMENTAL OONSULTIN6, IMO. 4/12/06 AND VERIFIED ON 5/23/11 AREA OF CLEARIN6 (SHOWN HATCHED) f -FLOOD ZONE ♦♦ LINE - R=1603.63' L=292.75' i (TIE LINE ALONG MEAN HIGH WATER MARK) ADDRESS SITE PLAN INDEX NEW RIP RAP NAluc 1 zl I , KEY PLAN, 100th scale PARKING E%15TIN9 EANK N-NON s TOTAL130 SP 3 ENLARGED SITE PLAN NORTH, 20th scale 1IDoz.. lO 1I6BYA.5lMRRIN. oz.. WLK91 I Flanders, New York 11901 SP 5 ENLARGED SITE PLAN - GRADING, DRAINAGE & LAYOUT To R NH.IOJEv, M1ANT vlenl.® I � I,\ SP 7 S12A A.EA9 Wnl N-BULAN SEALH 6.A55 rAS P9l OEL AELN1nEIB+,a ! � '7 \\� PICNIC 3 BUILDING ELEVATIONS - RESTAURANT a v 4 FLOOR PLANS & ELEVATIONS - DOCK MASTERS BUILDING 0 LU I[Lz NEW LOW SILL 1`l, r IIJUW Fnr ® BULKHEAD •6 Z. rn Q • w Jct• So; a W J•�z 7 We � ci W. F � QH• ve N Vl• �E OF NEIN Y L. STFF O•p,F C y ,SERE A H ROJE NO: 1110 DRAWN BY: UT CHECKED BY: NS DATE: March 2, 2012 1 V. = 40'-0" SHEET TITLE: ♦ SHEET NO: SP2 � 1 ,µ ' �72•' 1 � I I 7 nNeea 11� / {, II I TLP LP ,y I II } 1 fNNK I i r F, I•, t �- /�� M 1r1 1 , `J1e 1' 1 I�I 11( L6N! I PI%1L12 rof•• �I 160 FT DLI, 1 AROUVD o a t uva ' bRAVFI. I -OW00_ 1°R1ZT- oD ZIP TLP L' •ANK I UL;v ANEW RIP RAP SOUTHOLD BAY SITE PLAN SCALE: 1" = 40'-0" �AREAI 1 (SHONA 1 rxesxwnT l p, 1 .�-•- e 1__e H LINE SEE SHEET SP3— H H LINE SEE SHEET SP 4 NYTIwnIFA wsnwm 'LANDWARD LIMIT OF FRESHWATER WETLANDS AS DELINEATED BY SUFFOLK ENVIRONMENTAL OONSULTIN6, IMO. 4/12/06 AND VERIFIED ON 5/23/11 AREA OF CLEARIN6 (SHOWN HATCHED) f -FLOOD ZONE ♦♦ LINE - R=1603.63' L=292.75' i (TIE LINE ALONG MEAN HIGH WATER MARK) ADDRESS SITE PLAN INDEX NEW RIP RAP MILL CREEK PARTNERS, LLC SITE: 142,441 SQ.FT. = 3.27 ACRES SP 1 KEY PLAN, 100th scale PARKING SP 2 SITE PLAN, 40th scale TOTAL130 SP 3 ENLARGED SITE PLAN NORTH, 20th scale SP 4 ENLARGED SITE PLAN SOUTH, 20th scale Flanders, New York 11901 SP 5 ENLARGED SITE PLAN - GRADING, DRAINAGE & LAYOUT SP 6 ENLARGED SITE PLAN - LANDSCAPE & LIGHTING MAP SP 7 SECTION THRU MARINA BASIN 1 FIRST FLOOR PLAN - RESTAURANT a W 2 SECOND FLOOR PLAN, BASEMENT PLAN - RESTAURANT 3 BUILDING ELEVATIONS - RESTAURANT a v 4 FLOOR PLANS & ELEVATIONS - DOCK MASTERS BUILDING SCTM # 1000-56-07-02 PROPERTY: 64300 Route 25 ADDRESS Greenport, NY 11944 OWNER: MILL CREEK PARTNERS, LLC SITE: 142,441 SQ.FT. = 3.27 ACRES LAND UNDER 0 � WATER: 57,885 SQ FT ZONING: M -II SURVEYOR: Hands on Surveying 26 Silver Brook Drive Flanders, New York 11901 LICENSE #050363 DATED 6/22/11 LOCATION MAP PARKING REQUIREMENTS RESTAURANT: 1 SPACE PER 3 SEATS OR 1 SPACE PER 100 SF OF FLOOR AREA WHICHEVER IS GREATER TOTAL SEATS CALCULATION: INTERIOR -180 SEATS = 60 SPACES SQUARE FOOTAGE CALCULATION: FIRST FLOOR PUBLIC AREAS: 3,117 SF/100=31.17 SPACES SECOND FLOOR PUBLIC AREA: 2,509 SF 1100 = 25.09 SPACE TOTAL 56.25 SPACES THE TOTAL NUMBER OF PARKING SPACES IS GREATER WHEN THE CALCULATION IS BASED ON THE TOTAL NUMBER OF SEATS, THEREFORE 60 SPACES WOULD BE REQUIRED. MARINA: 1 SPACE PER BOAT SLIP 50 BOAT SLIPS = 50 SPACES TOTAL PARKING SPACES REQUIRED: 110 SPACES w/ 5 HC ACCESSIBLE TOTAL PARKING SPACES PROVIDED: 130 SPACES w/ 5 HC ACCESSIBLE BOAT SLIPS MARINA: (6) 18.5' WIDE SLIPS (16) 13.5' WIDE SLIPS (28) 10.0' WIDE SLIPS EXISTING BOAT SLIPS: 50 SLIPS PROPOSED BOAT SLIPS: 50 SLIPS DRAINAGE CALCULATIONS: (DW) "A" ROOF STRUCTURE & ENTRY DRIVEWAY ROOF AREA: DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW) "A" 6,555 SF x (2/12 FT.) x 1.0 = 943 CU. FT. ENTRY DRIVEWAY: DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW) "A" 10,374 SF x (2112 FT.) x 0.9 =1556 CU. FT. USE: (6) 10' DIAMETER x 6' HIGH POOL (6)10' X 6' STORM DRAIN RING = 2463 CU. FT. USE: (8) 10' DIAMETER x 4' HIGH POOL (8) 10' X 4' STORM DRAIN RING = 2189 CU. FT. PROVIDED REQUIRED 4652 CU. FT. > 2499 CU. FT. (DW) "B" DRIVEWAY PARKING AREA DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW) "B" 41,788 SF x (2112 FT.) x 1.0 = 6965 CU. FT. USE: 10' DIAMETER x 92' HIGH POOL, OR USE: (19) 10' DIAMETER x 4' HIGH POOL (19) 10' X4' STORM DRAIN RING =5200 CU. FT. USE: (19) 10' DIAMETER SOLID WALL DOMES (19) 10' SOLID WALL DOMES= 2065 CU. FT. PROVIDED REQUIRED 7265 CU. FT. > 6965 CU. FT. SITE PLAN APPROVAL REVISIONS: May 23, 2012 ADJACENT PROPERTY a Y �Z Li 0 O 0 � W zz 06 F3 zZ Q � a W Co W o a v 0 LU I[Lz W IIJUW •6 Z. rn Q • w Jct• So; a W J•�z 7 We � ci W. F � QH• ve N Vl• �E OF NEIN Y L. STFF O•p,F C y ,SERE A H ROJE NO: 1110 DRAWN BY: UT CHECKED BY: NS DATE: March 2, 2012 SCALE: V. = 40'-0" SHEET TITLE: SITE PLAN SHEET NO: SP2 DARK LETTERS ON A LIGHT CONTRASTING COLOR BACKGROUND -TAO DOWNLI5HT5 PER SIDE Mill Creek Inn ELEVATION OF SIGN 4 tN.Ts.I NEW SIGN PLAN & ELEVATION FX1571NC, CONCRETE WALL MAIN TO BE REMOVED PROVIDE NEW STONE VENEER WALL 1 W PEDE57RIAN (STATE SP3 GU, EN OVERHEAD WIRE5 20 VALVE HYD T KmT wmmy EXISTING SEPTIC SYSTEM PLAN OF SIGN NEW SIGN AT DRIVEWAY ENTRY KmTUPmy RDA Rou' E 25) EXISTING UTILITY POLE NYT-851 .NEW TRENCH. - 6a EXISTING UTILITY POLE NYT-650 EXISTING DRYWELL5 (DW "A") M 1 (b)10'DIA GFT DEEP CD ^ / NEW ELECTRIC D -y \ (N ppopp 1 CADIANGI - �- -�1 = ` METF:H FRAME EXISTING WATER / „ ro z 1= 1 .1 1\ > ��, NEW PIL 4 / 1 SERVICE `�/EISTI G J, _ / BLUES ONE 1 25' Z Z IL M1'`'�\ DRIVEWAY f1 SIDE YARD / =/ SETBACK / / 1 DUMPSTER LOCATION 1 DVV 1 L - \ "A' WITH b FT HIGH / ,, � PRIVACY FENCE u / D e O METERNE 7 E STONE VENEER WALL - o 0 SP3 .. .. ... ---- -NEW E AND l ANEW C CURB U) (TT TIMBER CURB ELEG NEW UNDERGROUND ; May 23, 2012 „ 1 ENTRY NEV ELECTRIC AND UTILITY �EX'ISTI�IC&' - 1 PLANTER / 1�' ENT LINES LI H FR,�KE " . :. FI Fx 1 � 112E /per EXISTING BA I 5112r- O ID{� �1 \� DR NEW ELEG METERS / 7� y,�2 I I'�AVt,�, ', E / Dp ON BUILDING FACE I i.I+U�LII - _ DRI Y 5) (bi ,a UI T5 Z / 1 - I `J' TAURANT) Q Z /O NEW OIL 4 EXISTING UTIL17 POLE Z �` 1 IDV' BLUESTONE Q W 13ANK O �� •• ... 'll ELF0 METERS TO — �--� - - ZONE xBE REMOVED PLANTER FENC NEIN DOCKSTAIRS 4 DECK ACCESS - RAMP, ... —"'S[IIt911i�19�i�i�'ll NEW FLOATING DOCK W/ LOW SILL BULKHEAD EXISTING UTILITY POLE NYT-6505 EXI5TING BANK TO REMAIN - NON INDIGENOUS MATERIAL (I.E.: BRICKS) TO BE REMOVED, PLANT I5TURBED AREAS WITH AMERICAN BEACH 6RA55 (AS PER DEC REQUIREMENTS) MEAN HIGH WATER- MARK OVERHEAD TOP OF E \\\ FLOOD \ d ZONE \ LINE MAT LINE 2 10' SLIPS MEAN HIGH-/ 4 2 - 10' SLIPS i f :1 '- 1 20'-b" 10' 24 WATER MARK 21 10' 241-6" { I 'I - I�. 4M 2 -10' SLIPS 20 ' 14a'-b'I 2 -13.5 SLIPS I r ! I jl-I I� O I14 I I I , M 2-13.5 SLIPS J L-- -- 2 -13.5' SLIPS.I. 1 G —SII 24 I EX1571NS L -__-I -1 1 FLOATING 17 I'! (' DOCKS TO I' w �I 2 -10' SLIPS 29 E�NEA BE REMOVED w3o t7 lo' 16 -u J PILING5 2-13�-SUPS I I 1 Ox Lu 2 -10' SLIPS NEW FLOATING 32 DOCK IN/ LOW t l I --- SILL BULKHEAD I 1 I I 14 I j Im 33 EXISTING MARINA 2-13.5`SLIIP 1 2-101 SLIPS 50 BOAT 5LIP5 13 LINE PPIG /-- F OVERHEAD UTILITY " -==�--------- /- I I 1�, I ' I WOODED AREA EDGE OF EXISTING \ CLEARING SII LANbViARb T-- �RESHAATE ;I -LIMIT OF NEN /� I I I , . DEI:JI N�! ENV I Rf'C: 4/1 5y23/II I I II I 1 1 1 1 1 I TIMkER 1 I I I II I I I I 1 I I I 1 1 II Ar, E551 GI' ; May 23, 2012 AC E5 D ' n 1 11 1 Z� LI H I \ FI 25' D I 1 � 112E /per EXISTING BA I 5112r- O SET AGK REMAIN - NO 1 SET INDIGENOU R L ZZ (I.E.: BRI E i REMO L NEW D H / 1 GRAVE DRI Y ,a UI T5 Z / 1 Q Z NEW UTILITY WIRE5 /II UTILITY POLE / f / / 6 I I 1 I 1 I 1 1 � -- - '0001 i 1111111 �\ 10-10 lRE MOD POST 6 TO 10 PEST ON cEM WRI® 56' BROW GRADE 5.8 TR =WOOD RAIL NOfO INTO WOOD POST I REINF. GONG. R AINI" I WALL W/ N • 12' HORIZ. M•12'V T. 11 WGUID APPLIW WATERfFOOFINb— I-In^ TH1c eurgroNe coPlNs 2' OVLflHAN5 TYPICAL 5TONE VfllJl£R n TAP TO RETAINING WALL 000. orb 1 R W. FOOTING W4 12- 6' HOOK ' • 12' o1. &4 COM. I " r -------' 6 RETAINING WALL DETAIL .'IMII AE BY FAL ANL �\ FRESHWATER \ WETLANDS \\ TAX MAP # 1000-56-07-4.1 \ II PROPERTY LEASED BY MIL \ GREEK PARTNERS 5/1/12 ' \\ (SEE LEASE AGREEMENT PC \ADDITIONAL INFORMATION) , i ' I ' I ' I ' I vNW�w ..rte v. r .I 1 I� • �OI� w—q-. .� �/� _ I�FRESHWATERWETLANDSNEIN TIMBERCURB ALE: I- = 2 MATCH LINE W cn c6BBLPSTONe Q cuRB1Ns rn DRIVEViM• 6RA0[ `--------Pomuu u2�r° .° ----8 2 IN.T.s.I STONE CURB DETAIL T� E 15TIN6 SU56RADE --� nTIMBER CURB DETAIL .• (N.T.S.) 1 SIO 1 1 I 1 I 1 1 1 1 �1 I 1 I 1 1 I I 1 j MAY 2 3 2012 1. 1 1 j SITE PLAN APPROVAL REVISIONS: May 23, 2012 ADJACENT PROPERTY Z� O ° a W ZZ 0 o Z Q Z Z Q W N W 0 Q 0 J J z W w TW i 6E z - U) Q• J 'L• v �^ o �¢ W J• w z r 3 w 2 LL a u 2 W• < i-• U) U) E OF NepV to z A OJECT O: 1110 DRAWN BY: LIT CHECKED BY: NS DATE: March 2, 2012 SCALE: V=20'.0" SHEET TITLE: ENLARGED SITE PLAN NORTH SHEET NO.: SP3 MATCH\LINE II --. O %I u 1 it -.XI5TING UTILITY POLE L I L-334�, _1 35 12 I -LOOD \ B 1 2 -10' SLIPS J — — —� I I I \ `- ZONE FLOOD ----- 2 -13.5' SLIPS` - ZONE X , SP7 IM LINE r --- 38 11 t I P 1 EXISTING VEGETATION TO REMAIN SIDE Y RD f'2-10'SLIPS FLOOD ZONE AE (EL11) serBA K 2o' -b" o' 38 10 I 1Gl $ ,I 11� MEAN HIGH WATER // I1 - 2 -13.5 SLIPS MARK'zF 9" I I DILAPIDATED POST 39 O 10' 24-b 1 I Z 4 RAIL FENCE I I L r2 - 10' SLIPS NEW PILINGS EXISTING BANK TO ' REMAIN — NON I I_ I INDIGENOUS MA -"EF M AL NEW FLOATING O . 2 -13.5 SLIPSI (I.E.: BRICKS) TO BE, I I Y I 41 DOCK II LOIN _ r I 1 ,, 1 �pITCH REMOVED, PLANTS I-- SILL BULKHEAD 2 - SIPS O7 I I, DISTURBED AREA � NITH AMERICAN SEAGj I L 6RA55 (AS PER DE REQUIREMENTS) J I \ 2 -10' 4I�S 1 I m M 2 -18.5' SLIPS 1 1 -1II, S1.1 I N 0 ��`���� I I V"� o EXISTING _FLOATING `9` ,6'• L - - 1 DOCKS TO BE REMOVED / —2-10'—' _e 45 I/ r MLTPS �I 2-18.`5"SCPS I 1 / - 2-10' I' 47 EXISTING l r, Ilz M SLIPS 8 M,4RINA I 'I 4 ` UTILITY POLE EXISTING DILAPIDATED WOOD BULKHEAD TO BE REMOVED DILAPIDATED WOOD BULKHEAD 1-10' el ID> NEW FLOATING DOCK W/ LOW SILL BULKHEAD vv� EDGE OF WATER, MEAN HIGH WATER MARK EXISTING BANK TO REMAIN - NON INDIGENOUS MATERIAL (I.E.: BRICKS) TO BE REMOVED, PLANT DISTURBED AREAS WITH AMERICAN BEACH 6RA55 (AS PER DEC REQUIREMENTS) NEW LOW SILL BULKHEAD W-10 5L I P5 PLANTINGS: AMERICAN BEACH 4 LARGE ORNAMENTAL GRASSES NEW FLOATING DOCK W/ LOW SILL BULKHEAD I Z "D 4 G" f N A GRAVEL DRI EWAY 3 ;G s I 4 D "B.. rl s i i OF �0 B NK , POLE LIGH' FIXTURE :.:..,. "D45" TYP 60 FT Dlf TURN ARU I DW B 1` 1 � , NEW GRAVEL DRIVEWAY J L----- LIMIT OF h CLEARING NEW TIMBER \ CURB \ III .. lo//. WN �G BANK TOVIGENOUS MA E.: II TO BE, ==MOVED, PLANT d REAS WITH AMER.It GRASS (�5 Pq=R DEC MENT5),' � I I i I N TIMBER 3 I QB ,SP3 I I -EIDGE OF E�45TING I CLEAklINCZ -LIMIt OF NEW I CLEARING I I i MATCH LINE I_r-%Ivvrrr\I�.D LIMIT OF FRESHWATER WETLANDS AS DELINEATED B1' SUFFOLK ENVIRONMENTAL GONSULTING, IMG. 4/12/06 AND VERIFIED ON 5/25/11 FRESHWATER WETLANDS I -- -, TAX MAP # 1000-56-0-1-4.1 PROPERTY LEASED BY MILL GREEK PARTNERS 5/1/12 L_ 1 I (SEE LEASE AGREEMENT FOR I ADDITIONAL INFORMATION) 1 , .I I J NEW TIMBE15 CURE(3 1 ISP3 FLAG PCpLE I FLOOD ZONE LINE AREA OF CLEARING �NEw GUARD RAIL�1(5HOWN HATGHED) AMERICAN BEACH 4 ___ LARD@ ORNAMENTAL GRA55E�-------- ___ ---- _--------------- --------------- -a -- I _ "5--- -- -� HIGH W - ------------------------------------------ 4 -------- �b �p .a o MEANHIGHWA�' �, fn NEW RIP RAP PARKING TOTAL 130 NEA RIP RAP SOUTHOLD BAY / / / / / �-NEW DOCK " May 23, 2012 ACCESS GRAVEL ADJACENT PROPERTY ^ SuPAC ® I c 4 MI Z� 2 -18.5' SLIPS —50 X70 FLOOD ZcM �'•`"'" NEWVE .... 1 � I 5URFAOE 0 0 � , Iv W , , Z Z "D 4 G" f N A GRAVEL DRI EWAY 3 ;G s I 4 D "B.. rl s i i OF �0 B NK , POLE LIGH' FIXTURE :.:..,. "D45" TYP 60 FT Dlf TURN ARU I DW B 1` 1 � , NEW GRAVEL DRIVEWAY J L----- LIMIT OF h CLEARING NEW TIMBER \ CURB \ III .. lo//. WN �G BANK TOVIGENOUS MA E.: II TO BE, ==MOVED, PLANT d REAS WITH AMER.It GRASS (�5 Pq=R DEC MENT5),' � I I i I N TIMBER 3 I QB ,SP3 I I -EIDGE OF E�45TING I CLEAklINCZ -LIMIt OF NEW I CLEARING I I i MATCH LINE I_r-%Ivvrrr\I�.D LIMIT OF FRESHWATER WETLANDS AS DELINEATED B1' SUFFOLK ENVIRONMENTAL GONSULTING, IMG. 4/12/06 AND VERIFIED ON 5/25/11 FRESHWATER WETLANDS I -- -, TAX MAP # 1000-56-0-1-4.1 PROPERTY LEASED BY MILL GREEK PARTNERS 5/1/12 L_ 1 I (SEE LEASE AGREEMENT FOR I ADDITIONAL INFORMATION) 1 , .I I J NEW TIMBE15 CURE(3 1 ISP3 FLAG PCpLE I FLOOD ZONE LINE AREA OF CLEARING �NEw GUARD RAIL�1(5HOWN HATGHED) AMERICAN BEACH 4 ___ LARD@ ORNAMENTAL GRA55E�-------- ___ ---- _--------------- --------------- -a -- I _ "5--- -- -� HIGH W - ------------------------------------------ 4 -------- �b �p .a o MEANHIGHWA�' �, fn NEW RIP RAP PARKING TOTAL 130 NEA RIP RAP SOUTHOLD BAY / / / / / �-NEW DOCK " May 23, 2012 ACCESS GRAVEL ADJACENT PROPERTY ^ SuPAC Q ` IFLOOD ZONE X Z� PICNIC ARE_'A—___— —50 X70 FLOOD ZcM �'•`"'" NEWVE .... 1 GRAVEL 5URFAOE 0 0 � , W "D 4 G" f N A GRAVEL DRI EWAY 3 ;G s I 4 D "B.. rl s i i OF �0 B NK , POLE LIGH' FIXTURE :.:..,. "D45" TYP 60 FT Dlf TURN ARU I DW B 1` 1 � , NEW GRAVEL DRIVEWAY J L----- LIMIT OF h CLEARING NEW TIMBER \ CURB \ III .. lo//. WN �G BANK TOVIGENOUS MA E.: II TO BE, ==MOVED, PLANT d REAS WITH AMER.It GRASS (�5 Pq=R DEC MENT5),' � I I i I N TIMBER 3 I QB ,SP3 I I -EIDGE OF E�45TING I CLEAklINCZ -LIMIt OF NEW I CLEARING I I i MATCH LINE I_r-%Ivvrrr\I�.D LIMIT OF FRESHWATER WETLANDS AS DELINEATED B1' SUFFOLK ENVIRONMENTAL GONSULTING, IMG. 4/12/06 AND VERIFIED ON 5/25/11 FRESHWATER WETLANDS I -- -, TAX MAP # 1000-56-0-1-4.1 PROPERTY LEASED BY MILL GREEK PARTNERS 5/1/12 L_ 1 I (SEE LEASE AGREEMENT FOR I ADDITIONAL INFORMATION) 1 , .I I J NEW TIMBE15 CURE(3 1 ISP3 FLAG PCpLE I FLOOD ZONE LINE AREA OF CLEARING �NEw GUARD RAIL�1(5HOWN HATGHED) AMERICAN BEACH 4 ___ LARD@ ORNAMENTAL GRA55E�-------- ___ ---- _--------------- --------------- -a -- I _ "5--- -- -� HIGH W - ------------------------------------------ 4 -------- �b �p .a o MEANHIGHWA�' �, fn NEW RIP RAP PARKING TOTAL 130 NEA RIP RAP SOUTHOLD BAY / / / / / T 0 ID m i --------------------------------------- b " _________________________ ___________ __-- -------------- --------------------------------------------- ------------- __ - -5-- -" --------------------------------- - - ___ "___---------------------- MARK AS OBSERVED ON 511/06 -------------`�---- R=1603.63' L=292.75' (TIE LINE ALONG MEAN HIGH WATER MARK) SITE PLAN SCALE: 1" = 20'-0" MAY 2 3 2012 SITE PLAN APPROVAL REVISIONS: May 23, 2012 ADJACENT PROPERTY Q Z� 0 0 � , W , , Z Z , , 06 , , Z , T Z T 0 ID m i --------------------------------------- b " _________________________ ___________ __-- -------------- --------------------------------------------- ------------- __ - -5-- -" --------------------------------- - - ___ "___---------------------- MARK AS OBSERVED ON 511/06 -------------`�---- R=1603.63' L=292.75' (TIE LINE ALONG MEAN HIGH WATER MARK) SITE PLAN SCALE: 1" = 20'-0" MAY 2 3 2012 SITE PLAN APPROVAL REVISIONS: May 23, 2012 ADJACENT PROPERTY Q Z� 0 0 � W Z Z 0 06 Z Q� Z Q W N W O Q O J W J 0 Z W W W oii z• W J•�z 3 W•rc� s ry u ri W• tD fO• OF NEh, YO 5 STFF� •per 20.11. 2P �Z E' a 0179 R R OJEC O: 1710 DRAWN BY: UT CHECKED BY: NS DATE: March 2, 2012 SCALE: 1 ^ = 20--O-- 0'-O"SHEET SHEETTITLE: ENLARGED SITE PLAN SOUTH SHEET NO.: SP4 COBBLE POLE NYT 551 STONE "__� COBBLE EXISTIN& ASPHALT TIP UP CURB EL:1.6 101?(A PAVINC7 TO 13E STONE CURB �-AWN_ROAD (STATE ROUTE 2 -AL' CURB Pi r4 gg CD LAM POLE - —� BA:7.-7' WALL m TW: 11.5' SW:8.4' 609, 2�/ NEW GOBBLE NEW � � 98.42 TW:11.2' N STEPPING STONE TN STONE APRON WALKWAY EXISTING GONG RETININ6 11.5' 8 WALL TO BE RE OVER - - ❑❑❑❑❑O ' a /6 10- 45• NEW COBB 2. - STON=-CU. SP3 i NEW COBBLEr2 NEW STONE �A I ❑❑❑ ❑ i , _ / r - _-I 24 6 STONE CURB S STEPS "reiD � EDGE O _ .c : iw : _ ':NO GU INCz'%�'I HJT r NES GU .. NO "CURBING . RAIL _ ! . N4 . A -� .. 1 EXISTING . ,/ VINE Ilu / ur pl-IGH..._ ' S �` C 5M ' . ' --1' RA& SEE!: SP PA 30" HT U : F. FT� G, ..1Y.r"i. j q . = n J . = +g i-� _ \...z ry DW: ` F' NEW TIMBERr3 _ j 5 �\ NEW ; upu ❑SP3 I SP3 STONE N !!) _; -� _: \ y : _ /.._:: R - i CURB_ I 8.0. : WALL O ,r... X� G. > / \ O. �.. ' PITGH 1� j W -' L' PITGH "All) NEW b :FT HIGH. / O . j -. (DW OIL. ..: 0�' ,. ; __-1 — I - ! -� - ..' 1 ... NEW . EXISTING WA.' DW ..; PRIVACY FENCE" _ :-BLUtSTONE :....i._ ' . GRAVEL lY l PLANTER. O ..A.. I. SURFA.+LNG. / : PITCH'. PhTC�hF _.! ) _ OIL d TIM$R. is DRYWELLS �1 BLUESTo Eelk - CURBING 100X6 o Q s - DEEPI •..Ii?` -...,:: _ :•:......,...�.:.:.. :� -� '>��Q_ tk�°D; .AIL��-s�:'::•�ttxra � . TER ' q' YP. OF 6 PLAN L� w YY I } T� 1 EXI STIN --•f'YP::� :-: O 8.� -1 GONG .� .. / RET DW A X S LNG DRYWELLS'n :.... . ,... ,. : , ..... :,:.; .ON}5• 0 EXI TING .. YWEL LS ... WALL TO BE ,...: �.. .....::.:..... >. •, ..:... f ... , . • +e T — 10 0 X 4 P YP: OF 8 =: TO. E' REL GP�TED- ON x REMOVE 0 ch � �.� _ Id:�; `:'=11q 1�163� _ � >� :: - . 51 'TO _LD . T70N5.`. _ / s t fiRftVEL N PLANTER PLANTER :. >.; -i '::;:° NEW ,.. _. .•. ..- .- Ni:: • - PLANTER / AS -l' W $" ` ..------------ D SURFACING CONCRETE 6 RETAINING o w :: I TW:12.0' TW: I2 O' 1 :: N ' WALL Z DI'I / + NEW RAMP UP EX RAMP UP I s rr B EXIST OADIN6 //------------------- IV.4 y ,.. AREA i +13.5 +5. I +11.411 Cj Z NE LUE. P VINE PLANTER r 0 GQNCRE E DISTRIBUTION / DW POOL GONG 70 ' IAS: az TW: 11.5' PAVING +I 5 \ m� 51/4; 55 +15.5 ' +II.� EXISTING FRAME o RE 15. NEW ELEG EXIST �,I �.. METERS / BU I LD I NG DISTRIBUTION , POOL (RESTAURANT) EXIST UTILITY r .- \ TAX- MA4 1000= - 7-4.1 POLE :...: .. .' FIR ?SS D 'MILL . NEW FIN FIRST FLOOR = EL. 15.5 / '/ GONG 8'-61" / ON BASEMENT SLAB = EL. 5.08 f5TRIPPED 1 i� t� EXIST\TIRE STOP : GRT I NRS�I SLAB III DISTRIBUTION +I I.8 0 �P .17W ' i : , _ POOL 12' I :20`�I LJI\ ❑? JLC (SEE ' LEA R . O /' '2O NEIN. - RBING. 2 ON INFORM O LE5TONE" SP3 _ - - EXISTING - - DRYWELL5 TO BE _ +8.4.:22 EX15TIN& ELEG I ' , L - RELOGAS O� rI�/EW?Y AISLE METERS i LOCATIONS x NEW S E 1.. 4: GRAVEL D. TO BE D NOTED AS DW B 1� �lEN SP3 = SURFACING REMOVED I "A �N"N" RETAINING ...' 41' i PLANTER WALL SEE: NEW DRYWELL I DETAIL-. TW: 12.0' TK 3 EXISTING +q•7 BLUESTO.NE :... POST 8 — — SURFACING: RAIL I I PLANTER -- GRAVEL. FENCE I 7 — SURFACING' NEW HANDICAPPED TOP OF UP BANK I ACCE551BLE qP PITGH l$ I NEW I ,,^ W T11r18ER 3 ACCE55 CU SP3 , NG D1�4 I I GWRBI I 1 r D+EK B EDGE OF STRUCT/BLKHD. I': TOP�OF BANK . EXISTING II EL.: a•5 LOW SILL IPOLE.LI HT PAYING 3 2012 I Mn� 2 MARINA I KHEAD 1 (FIXTURE . L BULKHEAD BOAT BASIN EDGE OF 6RAVEL SEE SHEETS SP2, SPS, SP4 IAIATER 1_1 MINE FOR DETAILED a °aW O CO) z z O pa Ill - Z 0 Z a z Q W N W O Q O H o z J W a Z W W W 1� al z • Na• �� W J•. z W• r2 W• ? E 1a F- N U) - SE OF NELL, 1- 5S2O� L. STFF OR•F ?P Z �5 y /f P :g 417953 D R OJECT - 1110 DRAWN BY: UT CHECKED BY: NS DATE: March 2, 2012 SCALE: 118" = 1' - 0'l SHEET TITLE: ENLARGED SITE PLAN GRADING, DRAINAGE & ,LAYOUT SHEET NO: SP5 I New Lawn (as per New Lawn (as MAIN ROAD (STATE ROUTE 25) NYSDOT standards) per NY5DOT standards) I_ -- Shrubs: Hydrangas, 5 gal, Japanese Hollies, 48" ht, Large Ornamental II Grasses, Groundcovers: Vinca, perrenlals 4 ornamental grasses Shrubs: Hollywood junipers 5 In ft ht, 3 ft on K i center Q w' o; Shrubs: Hollywood Junipers 5 ft ht, 5fton center Existing t Indigenous plants to remain / Plant disturbed areas , with I I' American Beach Grass I, (as per 11 DEC Stones Shrubs: Hollywood junipers 5 ft ht, 3 ft on center F LIGHT o l FIXTURES Z TMPaving C WIN SEE FLOOR PLANS FOR EXTERIOR LIGHTING AT ROOF DECKS Decking C LIGHT FIXTURES TYP Shrubs: Hydrangas, 5 gal, Japanese Hollles, 48" ht, Large Ornamental Grasses, Groundcovers: Vinca, perrenlals b ornamental grasses rs 5 ft n cente Driveway NEW 51GN /i1"� r� .54ROWo WON! m � w LIGHT FIXTURES TYP EXISTING FRAME BUILDING (RESTAURANT) SEE FLOOR PLANS FOR EXTERIOR LIGHTING AT ROOF DECKS NEW FLOATING DOCK New Laws per NJjSi?0T standards) Driveway Shrubs: Hydrangas, 5 gal, Japanese Hollies, 48" ht, Large Ornamental Grasses, Groundcovers: Vinca, perreniols 4 ornamental grasses • • Shrubs: apanese garden uniper, 18" ht - Trees: rape Myrtle, v ft ht Shrubs: ydrangos, 5 gal, Jopones Hollles, 48" ht, Large O nomentol Grasses, c vers: Vinca, perrenlals 4 orname tol grasses LIGHT FIXTURES TYP o - ��r41 junipers 5 ft ht o1i Docking LIGHT FIXTURES BOAT BASIN TMP SEE SHEETS 5P2, 5P3, 5P4 FOR DETAILED INFORMATION ]7rlveway , 18" ht Trees:C ape Myrtle, 6 ft ht Shrubs: H drangas, 5 gal, J ese Hollies, 48" ht, Large Or mental Grasses, Groundcov rs: Vinca, perrenlals b ornomen al grasses EDGE OF EXISTING PAVING 1 EDGE OF EXISTING CLEARINS EDGE OF EXISTING PAYING EDGE OF EXISTING CLEARING LIMIT OF NEW (CLEARING AREA OF CLEARING (SHOWN HATCHED) - May 20, 2012 ADJACENT PROPERTY t Driveway SRA; p F Exlstling Indigenous RAMP UP ZMENNEN� plants to remain �M All a', > > POLE LIGHT WITH EDGE OF W SECURITY LISHT EXISTING Z Z FIXTURE PAVING , � •' `,•.- Plant disturbed areas with G •' American Beach Gras per Z DEC, requirements) Z SITE PLAN Q W co W 3 2012 REVISIONS: May 20, 2012 ADJACENT PROPERTY a ZMENNEN� O O � W Z Z 0 ad Z Q Z Q W co W 0 v a o J 5J � z W W W 1� w Z. o Q W _J _ LU. f W.iA 5 N en - OF NEby YO STFF<9Z'F ke �R a ROJECT 1110 DRAWN BY: UT CHECKED BY: NS DATE: March 2, 2012 SCALE: SHEET TITLE: ENLARGED SITE PLAN LANDSCAPE AND LIGHTING SHEET NO: SP6 +0 z a • a O U O � J 0 u BANK SLOPE VARIES EDGE OF WATER AT MEAN HIGH WATER EXI5TING BUILDING BEYOND TOP OF PILING ELEV +10.0 EXI5TING BANK TO R=MAI N E NON IGENO D L HIN PILIN 5 BRIG ) TO OV EL +10.0 FACE OF NEW BULKHEAD TOP O PI 1 G SHEATHING ELEV 10. NEW 12" DIA BULKHEAD PILES I W BUL H AD BEYO BEACH 55 (AS E DEC, RE U REMENTS) EXISTING BANK TO REMAIN - PROPO E LOW NON INDIGENOUS MATERIAL / (I.E.: BRICKS) TO BE REMOVED PROPOSED FLOATING DOCK 2'4 EVEFLOATING O MEAN HI H WATER EX15T DOCK LEVEL OF MEAN LOW WATER 1 EXIST BOA A51N BOTTOM LEVEL OF MEAN �---- EXI5T FLOATING DOCK HIGH WATER i _ \ ------------ NEW 8xb WHALERQrtnPnSED T-$A5IhtBOT-T01------- WALKWAY SECTION THRU PROPOSED BANK BJ -SCALE: 114" EXISTING BUILDING BEYOND IN EXIST PROPOSED GRADING: PARKING SURFACE TO SLOPE AWAY FROM STRUCTURES I POSED DRIVEWAY 1 PROP05ED PO5T5 AND GUARD RAIL— SP3 3 PROPOSED TIMBER CURBING — SP3 rEXI5TING BANK TO REMAIN - NbN INDIGOU5 MATE L (I.E.: SRI 5) TO BE OVED TOP F E E P+10.0 4I I gi �E1.�iblj_lw I w I I N �I1 N EXIST FLOATING DOCK r BA51N BOTTOM FLOATING DOCK IN BOTTOM I DOCK ' WALKWAY p LOW WATER ✓ \ \ \/\ NEW q" BULKHEAD SHEATHING , >. FABRIC, FILTER CLOTH LANDWARD OF NEW SHEATHING ' 7 � 5 EXIST B_OT_TOM AVN i \ x > / >, ,1 / 1�ROP D TTOM A \/ �\ o I T /\/ , SECTION THRU LOW SILL BULKHEAD w STRIPPED TIRE STOPS TYP 5TRUC HIGH WATER LOW WA SEE DETAIL 'IGII LOW SILL BULKHEAD NG SP SFCTION THRU PROPOSED BANK 4re1 E- 114!'= T -0" DRIVEWAY M ny � 3 2012 SITE PLAN APPROVAL Q Z O Hco Q Z g ad Z Q � a W N W o O Z W 3 I= Wf Z rn a • a J rL• y �z+y � O W J z�f 7W• ai5� aF v (A to )F NEIN �.srEF m 11' CHECKED BY: ff DATE: March 2, 21 SCALE: AS SHO\ SHEET TITLE: MARINA BASIN SECTIONS RAPD IF RMP Dom COVERED LOADING AREA nrxme u KIST Y ENTRY II 0 @eg II 0 WATS 00 TGHEN _ eras 0 13 00000 LP°'' n Q MAIN LOBBY MAIN NEW aTro�m F ---I I COVERED ENTRY 0 0 ®I'm 0 S ❑® ® J�T9 0 �' /_^IAITIN6 o a ewe RECEPTION O D a O HALL -----, -- I I I I I I I I I I I I I I I I I I I I I I I DIN 900 I I I I I 1 I I I I I I _J I L------------------------ J I I L_ _ I I I ____________________------------------------ ____________ ____ I i i I i I AL I I I I I I I 11 I I I I I I I I I I I I I I I 11 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I j j I I I I I I I I I I I I I I I I I I I .. .. ... NEW.PLOATINS ROCK. .. - O O i � I I i � I 5 I, a O MARINA 3 I, tl O i� Ali i X G• ' I I- d O I I I O . I O i I I O MP�232012 FIRST FLOOR PLAN SCALE: 1/8" = 1' -0" SITE PLAN APPROVAL a -V L.0 �Z_/ Z z Z Q Z O ? Z W ca O W Z 0 75 J a— O W 2` O O N 41 Z. Na• a W J• u 3 SID• w < r u SID• �s ate. fq N• P,�E OF NE4y Y0 5 PG.I 1. STE< T y *= z Gm9 P / ol7 G� SSR R OJECT :1110 DRAWN Y: NS CHECKED BY: NS DATE: MARCH 2, 2012 SCALE: SHEET TITLE: FIRST FLOOR PLAN SHEET NO: 1 SECOND FLOOR PLAN SCALE: 1/8" = V-0` BASEMENT FLOOR PLAN SCALE: 1/8" =1' -0" MAY 2 3 2012 SITE PLAN APPROVAL G aY z0 o� Z z z 0 08 z 0 Z Z W ca o W N~LLI Z � O V In J a �32 0 W 2 0 0 N oe z • JNa• -.- 4 J �• � o s 0 W J•�� �� 7 Lu. $ M W• z Q F• u' N N• ZE OF NEW y S�=G,�srFF bRh- y9 C +-C 01795 O� S ROJECT .1110 DRAWN BY: NS CHECKED BY: NS DATE: MARCH 2, 2012 SCALE: SHEET TITLE: SECOND FLOOR PLAN SHEET NO: 2 SOUTH ELEVATION SCALE: 1/4" =1' -0" NORTH ELEVATION SCALE: 1/4" =1' -0" EAST ELEVATION SCALE: 114" =1' -0" WE/ST ELEVATION HZ. mRR C� H.G. TOILET ROOM 6 � A6E AREA FIRST FLOOR PLAN L/0" MAY 2 3 2012 SITE PLAN APPROVAL QY Z �o 0d Z Q z m N Z Z LL, W N H Yaw V o 0 J W Z v Qo W 2 = 0 y ad z • � g• � o o W J - W • « Ld L u g W • " u fq Nl �E OF NE tiY 2P y9 �»953- S�REO GN 2 P OJE NO: 1110 W . NS HECKED BY: MAY 23, 2012 1/4" =1' I. 0" SHEET TITLE: PLANS & ELEVATION SHEET NO: 4 eVACW1 I 1000-510-04-20.1 JEAN ! THOMAS jz wEIJs��-5r 1-;04-20.2'/11 RD LJy I HASHAMOM POND I 4.5 4.5 / ZONING �lulll / +ODD -56-07-1 GOLDSMITH'S BOAT SHOP I RM 711- _ \ ACG, 2, EDWIN TUCCIO STEPHEN PATTERSON 85 I I1000 -510-04-2n }— OWNER ZONING I \ a MLI; ' I 1 1 BUSINESS 1 VACANT �- CURB CUI Dol ZONING ao, AC \`\ \to\ iW0-56-04-72 00JOSE-04- RICHARD EHRUCFI � `� JOSEPH � \ � ROBERIfNIRANI \ \ 109 CANT - 10 , nNgsO / VACANT-\ iNCIPI PROPS L PRINCIPI PROPS LLC � `\ 7 56-07-10 I I AMEIA NATZER + \� _" I ZONING - R 40,/'aEb/pNC EB / , 1000-s6-07-� HURRAY WEffMAN aoG-sE-oJOHN & CYNTHIA, YOUNG 10 7 -EI' 6: I 1 SERNAOET'I IIRSSON ' BAR�NK-M-07-8 2 SITE DATA SCTM # 1000.56-07-02 PROPERTY: 64300 Route 25 ADDRESS Greenport, NY 11944 OWNER: MILL CREEK PARTNERS, LLC SITE: 142,441 SQ.FT. = 3.27 ACRES LAND UNDER O WATER: 57,885 SQ FT ZONING: M -II SURVEYOR: Hands on Surveying 26 Silver Brook Drive ! N BESRIENCE I 1 I Mme, 85 Q I 1 � I AREA: PRINCIPLE BUILDING Z First Floor: 5,656 SQ. FT. Second Floor: 3,333 SQ. FT. ACCESSORY BUILDING: 2 SITE DATA SCTM # 1000.56-07-02 PROPERTY: 64300 Route 25 ADDRESS Greenport, NY 11944 OWNER: MILL CREEK PARTNERS, LLC SITE: 142,441 SQ.FT. = 3.27 ACRES LAND UNDER O WATER: 57,885 SQ FT ZONING: M -II SURVEYOR: Hands on Surveying 26 Silver Brook Drive Z Flanders, New York 11901 LICENSE # 050363 DATED 6/22/11 BUILDING AREA: PRINCIPLE BUILDING Z First Floor: 5,656 SQ. FT. Second Floor: 3,333 SQ. FT. ACCESSORY BUILDING: First Floor: 330 SQ. FT. FIRST FLOOR DECKS: 2,390 SQ. FT. RAISED TERRACES: 743 SQ. FT. LOT: COVERAGE BUILDABLE LAND AREA: 84,556 SQ. FT, 9119 SO. FT./ 84,556 SQ. FT. =10.78% W 10.7% ACTUAL / 20% MAX. ALLOWABLE PARKING: 27,969 SQ FT/ 84,556 SQ. FT. = 33% LOT COVERAGE LANDSCAPING: 47,372 SQ FT/84,556 SQ. FT. = 56% % LOT'COVERAGE LOCATION MAP SITE PLAN INDEX �. S SP 1 KEY PLAN, 100th scale SP 2 SITE PLAN, 40th scale SP 3 ENLARGED SITE PLAN NORTH, 20th scale CLIFFORD EUNICE BENFlET.O SP 4 ENLARGED SITE PLAN SOUTH, 20th scale SP 5 ENLARGED SITE PLAN -GRADING, DRAINAGE 8 LAYOUT SP 6 ENLARGED SITE PLAN - LANDSCAPE S LIGHTING 10 \� -1O SP 7 SECTION THRU MARINA BASIN 1 FIRST FLOOR PLAN - RESTAURANT — — — — 2 SECOND FLOOR PLAN, BASEMENT PLAN - RESTAURANT jl 200 FT SETBACK 3 BUILDING ELEVATIONS - RESTAURANT FROM PROJECT 51TE� 4 FLOOR PLANS & ELEVATIONS - DOCK MASTERS BUILDING / SOUTHOLD BAY 00 FT SETBACK FROM PROJECT 51TE \ II EE ENLARGED 51TE / PLAN SHEET # 5P 2 KEY PLAN \/ II SCALE: 1" =100'-0" / / SEP 19 2012 I SITE PLAN APPROVAL G REVISIONS: May 23, 2012 ADJACENT PROPERTY Sept 17, 2012 RESUBMIT -SITE PLAN APPROVAL a Z ,c 0 O Lb a W Z Z 0 Z Z a Z a W CO) W 0 V a o J J w z W W W ail Z - N Q• J'2'gg W J• E s3 �'� 0W•nI�TLL 2 W• W 0)• of NEIN Yp 9•P y �, STEF� 6 2 y92 * fe PROJE O: 1110 DRAWN BY: UT CHECKED BY: NS DATE: March 2, 2012 SCALE: 1"= 100'-0" SHEET TITLE: KEY PLAN 1 SHEET NO.: SP1 LIGHT FIXTURE LEGEND "A" CEILINB MOUNTED ORNAMENTAL LIGHT5, 100 Aatt•, BE&A 71192 MH, g5OO LUMENS ORNAMENTAL LIGHTS, 600 Hotta, BE6A 6520.558, 850 LUMENS "E" DECK RAILING LIGHTS, 80K BE&A 4445P, 9000 LUMENS "6" PARKING AREA POLE LIGHTS, 150 Aatts, BE&A -1460.558, 2400 LUMENS T' DRIVEWAY BOLLARD LIGHTS, 10104, BE&A 8559 MH, 6,600 LUMENS "K" WALL MOUNTED STEP LIGHTS, qA Cr, BE6A 2gI5P, 525 LUMENS B CEILING MOUNTED DOWN LIGHT5, 50 Aatt•, 5E6A 1224.560, q55 LUMENS B • C +' Y A + "D" WALL MOUNTED SECURITY LI6HT5, 150 Aotte, 5E6A -1460.558, 2400 LUMENS "F" WALKWAY LIGHT5, 60A, BEGA 55.14, 980 LUMENS "H" FACADE SIGN LIGHTS, 21A, BE&A 22115, 1800 LUMENS 1i "J" WALKWAY BOLLARD LIGHTS, IOOA, BE&A 8452 MH, 8,800 LUMENS "L" SIGN DOWNLIBHT5, 15A, BE&A 8105, 1100 LUMEN5 �rae verma FLOOD ZONE AE (EL -I) 1-1A4 NI6N YM1R- " oi�nrmAtm rox ,- IeML Rive! "M" MARINA LIGHT FIXTURE 4 POWER PEDESTAL, IBA, TIGER DOCKS: HATTERA5 LIGHT POWER PEDESTAL, 850 LUMENS RIP RAP SOUTHOLD BAY SITE PLAN SCALE: I',= 401-0" ANEW RIP RAP PARKING TOTAL 124 F?.'!v_.TER NE7LANv5 A5 DELINEATED 0Y 5UFFOLK ENVIRONMENTAL GON5ULTIN6, IMG. 4/12/06 AND VERIFIED ON 5/25AI (M UNE NIM MEAN HIM WAla MMN) SCTM # 100056-07-02 PROPERTY: 64300 Route 25 ADDRESS Greenport, NY 11944 mn•.Ix•x•••nun■ MILL CREEK PARTNERS, LLC SITE: 142,441 SQ.FT. = 3.27 ACRES LAND UNDER "E" DECK RAILING LIGHTS, 80K BE&A 4445P, 9000 LUMENS "6" PARKING AREA POLE LIGHTS, 150 Aatts, BE&A -1460.558, 2400 LUMENS T' DRIVEWAY BOLLARD LIGHTS, 10104, BE&A 8559 MH, 6,600 LUMENS "K" WALL MOUNTED STEP LIGHTS, qA Cr, BE6A 2gI5P, 525 LUMENS B CEILING MOUNTED DOWN LIGHT5, 50 Aatt•, 5E6A 1224.560, q55 LUMENS B • C +' Y A + "D" WALL MOUNTED SECURITY LI6HT5, 150 Aotte, 5E6A -1460.558, 2400 LUMENS "F" WALKWAY LIGHT5, 60A, BEGA 55.14, 980 LUMENS "H" FACADE SIGN LIGHTS, 21A, BE&A 22115, 1800 LUMENS 1i "J" WALKWAY BOLLARD LIGHTS, IOOA, BE&A 8452 MH, 8,800 LUMENS "L" SIGN DOWNLIBHT5, 15A, BE&A 8105, 1100 LUMEN5 �rae verma FLOOD ZONE AE (EL -I) 1-1A4 NI6N YM1R- " oi�nrmAtm rox ,- IeML Rive! "M" MARINA LIGHT FIXTURE 4 POWER PEDESTAL, IBA, TIGER DOCKS: HATTERA5 LIGHT POWER PEDESTAL, 850 LUMENS RIP RAP SOUTHOLD BAY SITE PLAN SCALE: I',= 401-0" ANEW RIP RAP PARKING TOTAL 124 F?.'!v_.TER NE7LANv5 A5 DELINEATED 0Y 5UFFOLK ENVIRONMENTAL GON5ULTIN6, IMG. 4/12/06 AND VERIFIED ON 5/25AI (M UNE NIM MEAN HIM WAla MMN) SCTM # 100056-07-02 PROPERTY: 64300 Route 25 ADDRESS Greenport, NY 11944 OWNER: MILL CREEK PARTNERS, LLC SITE: 142,441 SQ.FT. = 3.27 ACRES LAND UNDER 0 WATER: 57,885 SQ FT ZONING: M -II SURVEYOR: Hands on Surveying 0 26 Sliver Brook Drive Flanders, Now York 11901 F3 Z LICENSE #050363 Q Z DATED6/22/11 PARKING REQUIREMENTS RESTAURANT: 1 SPACE PER 3 SEATS OR 1 SPACE PER 100 SF OF FLOOR AREA WHICHEVER IS GREATER TOTAL SEATS CALCULATION: INTERIOR -180 SEATS = 60 SPACES SQUARE FOOTAGE CALCULATION: FIRST FLOOR PUBLIC AREAS: 3,117 SF / 100 = 31.17 SPACES SECOND FLOOR PUBLIC AREA: 2,509 SF / 100 = 25.09 SPACE TOTAL 56.25 SPACES THE TOTAL NUMBER OF PARKING SPACES IS GREATER WHEN THE CALCULATION IS BASED ON THE TOTAL NUMBER OF SEATS, THEREFORE 60 SPACES WOULD BE REQUIRED. MARINA: 1 SPACE PER BOAT SLIP 50 BOAT SLIPS = 50 SPACES TOTAL PARKING SPACES REQUIRED: 110 SPACES w/ 5 HC ACCESSIBLE TOTAL PARKING SPACES PROVIDED: 124 SPACES w/ 5 HC ACCESSIBLE BOAT SLIPS MARINA: (6) 18.5' WIDE SLIPS (16)13.5' WIDE SLIPS (28)10.0' WIDE SLIPS EXISTING BOAT SLIPS: 50 SLIPS PROPOSED BOAT SLIPS; 50 SLIPS DRAINAGE CALCULATION'S: (DW) "A" ROOF STRUCTURE & ENTRY DRIVEWAY ROOF AREA: DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW) "A" 6,555 SF x (2112 FT.) x 1.0 = 943 CU. FT. ENTRY DRIVEWAY: DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW) "A" 10,374 SF x (2112 FT.) x 0.9 =1556 CU. FT. USE: (6) 10' DIAMETER x V HIGH POOL (6) 10' X 6' STORM DRAIN RING - 2463 CU. FT. USE: (8) 10' DIAMETER x 4' HIGH POOL (8)10' XV STORM DRAIN RING = 2189 CU. FT. PROVIDED REQUIRED 4652 CU. FT. > 2499 CU. FT. (DW) "B" DRIVEWAY PARKING AREA DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW) "B" 46,586 SF x (2112 FT.) x 1.0 = 7755 CU. FT. USE: 10' DIAMETER x 114' HIGH POOL, OR USE: (21) 10' DIAMETER x V HIGH POOL (21) 10' X 4' STORM DRAIN RING = 5747 CU. FT. USE: (21) 10' DIAMETER SOLID WALL DOMES (21)10' SOLID WALL DOMES• 2282 CU. FT. PROVIDED REQUIRED 8029 CU. FT. > 7765 CU. FT. SITE PLAN APPROVAL I REVISIONS: May 23, 2012 ADJACENT PROPERTY July 9, 2012 BOATYARD Aug 22, 2012 SANITARY SYSTEM REV AUG 2e, 2612 BOAT YARD RELOCATED a Z e. 0 0 0a z Z 0 F3 Z Q Z massz a W CO) LU/ 0 li a V W J a0 Z W W W r W Z• U) a• J Me W J. � S 7 We "i W • i �s ate. H f/1• of NEW), STEF, R,F * a 0179 Gym E OJ NO: 1110 DRAWN BY: UT CHECKED BY: NS DATE: March 2, 2012 SCALE: 1" SHEET TITLE: SITE PLAN SHEET NO: SP2 DARK LETTERS ON A LIGHT CONTRASTING COLOR BACKGROUND rTWO DOWNLI6HT5 1 PER SIDE ill Creek Inn DRIVEWAY ENTRY ELEVATION OF G SIGN NEW SIGN PLAN 6 ELEVATION 4 Ix.rad /MTNMY OVERH 510EORNSVIY ,EpyLTD0iB4VY UTILITY wIREs EXISTING UTILITY EXISTING SEPTICA D POLE NYT-851 O MAIN GREASE TRAP, R NEW TRENCH SEPT EXISTING CONCRETE WALL IC TANKS AND DRAI TO BE REMOVED PROVIDE LEACHING POOLS q NEW ROUTE 25j NEW STONE VENEER WALL STATE e I� u nlpW PEDESTRIAN 1 EN NEA .._ _ GUARD i OVERHEAD WIRES ------__� \\ 20 VALVE V 1 � HYDR T EXISTING UTILITY 1 / m CONEN ES - ..- POLE NYT-850 m UN ER&RO D EXISTING DRYWELL5 (DW "A') o (6) 10' DIA GFT DEEP ti EXISTING WATER NEW II I SERVICE — 25' Z SETBACK DUMPSTER LOCATION WITH b FT HIGH 11/ PRIVACY FENCE / IID li ONE VENEER WALL NEW UNDERGROUND ELECTRIC AND UTILITY LINES NEW ELEG METERS ON BUILDING FACE EXISTING UTILITY POLE TO BE REMOVED EXISTING BANK OF ELEG METERS TO BE REMOVED EXISTING P05T t RAIL - FENCE NEW DOCK— ACCESS - RAMP, STAIRS t DECK NEW FLOATING DOCK W/ LOW SILL BULKHEAD EXISTING UTILITY - POLE NYT-8505 EXISTING BANK TO REMAIN - NON INDIGENOUS MATERIAL (I.E.: BRICKS) TO BE REMOVED, PLANT ISTURBED AREAS WITH AMERICAN BEACH GRASS (AS PER DEC REQUIREMENTS) MEAN HIGH WATER- MARK OVERHEAD \ TOP OF \ FLOOD \ZONE \ LINE MATH LINE B\1 �-H?o vALv� e Ono, y L N TI Fi 1 LUE IN — — — — -------�01 —NEW ENTR+ I AND APRdN TNEW 0056L'. 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CURB \ N UTILITY POLE ' `I / Q / \ 1 / 1 1 1 11 UTILITY HIRES loxlo TREATEo W POST e M IO P T Q cENI@t W w Se' Mom GRADE Sxe THEMEDY 0 MIL NOTG® Iwo W v "T GRAVEL oR,xIN— R Iw LfAVL. RGTVNIW 4 M. 12- H VBlr R NORIZ 2' .— ucuio APrueo YWTERPROOFING — I -I/2" 1fNC d.I.EST016 CGPINb 2' OvflPNAHG TYPIGK GTO VEN�t M TA TO RETAINING W WJ. LIPA 058 OFcoxc.r IMW4 G•NoaK • 12'.,4 SM GCNI. EAD 1 ----�- ---� r RETAINING WALL DETAIL I I , e - ' '' Cl)CA N.r.a. 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P 1 - 1 641P I REQUIREMENT I�% o EXISTING o, FLOATING II i+ Q NEW DOCKS TO I I 11 S,xM1 �i `, GRAVEL _... J BE REMOVED Pyl II z M SL(PS �I 2-18`5'-SCPS 1 yl 4 e 2-10' I I 47 EXISTING b I I t 'o. � TI S / �'.,; `';�': '�'•' .:' �` SLIPS L 4$ �,b MARINA 50 B0A_ P8L 1-10' 49 SLIPS y �_-- I I I "Di P \ SLIP I 4 l PLANTINGS: G O \ I ' 1 g: 5 AMERICAN BEACH 4 M /1/so0 LARGE OR 6RA55E5 t 2 -18.5' SLIPS NEW FLOATING S,%, fir, NEW FLOATING DOCK Vy/ LOW SILL BULKHEAD % DOCK W/ LOW 'Sr�B SILL BULKHEAD \- - -- >f w P. 60 FT _�,' ' '' � DIA TUI2N1 0) '1 AROUND c EDGE OF WATER, MEAN HIGH WATER MARKI I 'i ...)...:' �. b; ZI L'`L'`' NEW DOCK NEN I ' W ACCESS8AVEL NEW ,'SU EXISTING BANK TO REMAIN -NON ° I I\',1t?�,,�,,•^, j GRAVEL INDIGENOUS MATERIAL (I.E.: BRICKS) I \`.1"."r : FLOOD I DRIVEWAY - TO BE REMOVED, PLANT DISTURBED1 AREAS WITH AMERICAN BEACH GRJ4YE`L, ZONE (A5 PER DEC REQUIREMENTS) PICNIC AREA �✓'�iX70 FLOOD ZON. ::.:;:•:::':.':':' 51 25 ' K G (ELIC NEW VENEWLOW QP: CF.:"SRAVEL � G I 1 A B T D EA o 1 5 r w�ti��iA^ MATCH LINE I 1 1 , 1` ,1 LIMIT OF NEW) CLEARING I NEW TIMBER / AREA OF GL RING (SHOWN HATCH) PROPOSED O YARD (stor e o y oats and t oilers) { I / LANDWARD LIMIT OF / FRESHWATER WETLANDS AS DELINEATED BY SUFFOLK ENVIRONMENTAL CONSULTING, IMG. 4/12/06 AND VERIFIED ON 5/23/11 PLANTINGS: AMERICAN BEACH 4 LARGE ORNAMENTAL 6RASSE5 \ FRESHWATER WETLANDS 1 -LIMIT OF NEW TAX MAP # 1000-56-0'7-4,I CLEARING PROPERTY LEASED BY MILL GREEK PARTNERS 5/1/12 (SEE LEASE AGREEMENT FOR G; ADDITIONAL INFORMATION) v'± O I FLOOD ZONE D Y I LINE % -1 J ... I RELOCATEL'J FLAG POLE 1 I 3 ` MN r: NEW TIMS rn >-I :.: •.: ...: •1'..:., CURB ! SCA , '.'.:,,:.,.•.:;•:r`:.;-:�;;�;,: � AREA OF CLEARING � 70C O (SHOWN HATCHED) :2 y ' NEW GUARD RAIL 1 _ _ - -------- _-_ -_ - - i , -- -------6-- ' 5 -------------------------------- ----------------"---------------- ----,1 4 ------------- s------ --- MEAN HIGH WATERMARK AS OBSERVED 1603 63 L=292.75------------ 4 -- �- ----- - - — ' " \061 NEW RIP RAP PARKING TOTAL 124 ANEW RIP RAP SOUTHOLD BAY (TIE LINE ALONG MEAN HIGH WATER MARK) SITE PLAU SCALE: 1'1=201-0" REVISIONS: May 23, 2012 ADJACENT PROPERTY July 9, 2012 BOAT YARD Aup 22, 2012 SANrrARY SYSTEM REV AUG 28, 2112 BOATYARD RELOCATED a Z Y O 0 3: ZW O Z I"' ad Z a_ Z a W N W O a V O J J . O aa z z W UjW W Z. V! a• a \ 1 1 1 9 & I p W J • z , 1 , loga 1 W ate• �6 1 Me , 1 , , 1 1 1 , 1 1 1 1 � 1 `1 `o 1 LARGE ORNAMENTAL 6RASSE5 \ FRESHWATER WETLANDS 1 -LIMIT OF NEW TAX MAP # 1000-56-0'7-4,I CLEARING PROPERTY LEASED BY MILL GREEK PARTNERS 5/1/12 (SEE LEASE AGREEMENT FOR G; ADDITIONAL INFORMATION) v'± O I FLOOD ZONE D Y I LINE % -1 J ... I RELOCATEL'J FLAG POLE 1 I 3 ` MN r: NEW TIMS rn >-I :.: •.: ...: •1'..:., CURB ! SCA , '.'.:,,:.,.•.:;•:r`:.;-:�;;�;,: � AREA OF CLEARING � 70C O (SHOWN HATCHED) :2 y ' NEW GUARD RAIL 1 _ _ - -------- _-_ -_ - - i , -- -------6-- ' 5 -------------------------------- ----------------"---------------- ----,1 4 ------------- s------ --- MEAN HIGH WATERMARK AS OBSERVED 1603 63 L=292.75------------ 4 -- �- ----- - - — ' " \061 NEW RIP RAP PARKING TOTAL 124 ANEW RIP RAP SOUTHOLD BAY (TIE LINE ALONG MEAN HIGH WATER MARK) SITE PLAU SCALE: 1'1=201-0" REVISIONS: May 23, 2012 ADJACENT PROPERTY July 9, 2012 BOAT YARD Aup 22, 2012 SANrrARY SYSTEM REV AUG 28, 2112 BOATYARD RELOCATED a Z Y O 0 3: ZW O Z I"' ad Z a_ Z a W N W O a V O J J . O aa z z W UjW W Z. V! a• a 1. r U...,. 1110 DRAWN BY: UT CHECKED BY: NS DATE: March 2, 2012 ISCALE: SHEET TITLE: ENLARGED SITE PLAN SOUTH SP4 SITE PLAN APPROVAL -JFe 9 & I p W J • z MW loga W ate• �6 W Me 1. r U...,. 1110 DRAWN BY: UT CHECKED BY: NS DATE: March 2, 2012 ISCALE: SHEET TITLE: ENLARGED SITE PLAN SOUTH SP4 SITE PLAN APPROVAL p ' ♦ �/ ( �//jam/jam//j/Ii . • • 1 1 � � � / ./ice i�/moi///i//:moi/moi/i/ii/i%iii/� .. ♦ i :/moi//i i /i .i i //// / � - • � 1 • _ �� / / �i//%/%/ii//%ice/i%/%/ii//ice/� • � •����i��i��i��i��Giii/iii//ice//�' ��/���/ �//�//�i� ��/moi/i�i��i%/i • _ _ yi��%/��/�/i�r�//i/�/yam/ �t /?♦ - - ♦ ♦ ` _ \ ����%/ice/ice/%!%/i��/ice/%/i�•J� ♦ �yi/y//i//�// f/�//moi// � i w — B• s 1 I - — • ,�.-- -- �,� `1� R���®®y � � ppyyo� - - 1 - _ - �r ,r III INN 1 � li�l'8 ♦ 's' � � lli ��1""'I.LL-3"�` _ P�I�` - - D 11-N SI NOTE 67 IAII 11+13.5 E j7p EXIST POOL II 1111FIN FIRST♦♦— EL. 155DISTRIBUTION 'Willi BASEMENT SLAB EL. 5.05 EXI5T_1w POOL • _� aaaaaa��r.ru@Ick � I I �•, 1� — 1 ' I aaaaaaaaaaaaa�._ NEN --� • ���aaaaaaa_�a� — . — aaaraaaaaaa.�.�r��� — G ♦ I 1 RAIL FENCE TOP OF BANK �.. n :• I III ' ; " � •' ' - �� 1 1 1 1 1 1 I, I„I I. 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STFF� R?' py c 1 C 07795 1 ROJECT 1110 DRAWN BY: UT CHECKED BY: NIS DATE: March 2, 2012 SCALE: 118.. =1. - 0” SHEET TITLE: ENLARGED SITE PLAN GRADING, DRAINAGE $ LAYOUT SHEET NO: SP5 New Lawn (as ADJACENT PROPERTY July 9, 2012 MAIN per NY5DOT Z� standards) F F Decking Indigenous F Shrubs: Plants to Hydrangas, 5 remain f F gal, Japanese Plant I I Hollies, 48" ht, disturbed Large areas a Ornamental with I I' a Grasses, 0< LUW Groundcovers: 0 Vinca, V perrenials $ I 0 J EC ornamental eauire went z grasses i Shrubs: , �.>�.:._.►,.mag-,..;�:�._. Hollywood .e Z. wa• 3� junipers 5 WJ. 1 I! 12 X OW. f W• � ate• e`_ ft ht, F NEW Yp STFF(yi 5 ft on 01 fid` G,y�R center A CHECKED BY: NS DATE: March 2, 2012 w SHEET TITLE: ENLARGED I I LANDSCAPE AND LIGHTING SHEET NO: SP6 o' II �I Novi Lov4n (as per ROAD (STATE ROUTE 25) NYSDOT standards) 76 01 140-6 Us— Wool I Oro 1111 WE HS 0H LIGHT o FIXTURES z TYP Paving C Shrubs: Hollywood junipers SEE FLOOR 5 ft ht, PLANS FOR 5 ft on EXTERIOR center LIGHTING AT I ROOF DECKS Decking C E LIGHT FIXTURES TYP 9pping Stones Shrubs: Hollywood junipers 5 ft ht, 5 ft on center Shrubs: Hydrangas, 5 gal, Japanese Hollles,,48" ht, Large Ornamental' Grasses, Groundcovers: Vinca, perrenials b ornamental grasses rs 5 ft n conte G1% EXISTING FRA4E BUILDING (RESTAURANT), SEE FLOOR PLANS FOR EXTERIOR LIGHTING AT ROOF DECKS NEW FLOATING DOCK Drlveway NEW SIGN LIGHT FIXTURES TYP 18" ht TS Decking Shrubs: Hollywood E junipers 5 ft ht -� \- LIGHT FIXTURE5 BOAT BASIN TMP SEE SHEETS SP2, 5n, SP4 FOR DETAILED INFORMATION Decking F Shrubs: Hydrangas, 5 gal, Japanese Hollies, 46" ht, Large Ornamental Grasses, Groundcovers: Vinca, perrenials 4 ornamental grasses Tree: Platanus acerifolla, London Plane Tree, 5" cal Typical Shrubs: Japanese garden juniper, IS' ht, and Large Ornamental Grasses f� I onruos: apanese✓ garden unlper, IS" ht Trees: rape Myrtle, 6 ft ht Shrubs: drangas, 5 gal, Jopones Hollies, 48" ht, Large O nomentol Grasses, c vers: Vinca, perrenials 4 4orname tal grasses Driveway EDGE OF EXISTING PAVING EDGE OF EXISTING CLEARING LIMIT OF NEW CLEARING I AREA OF CLEARING (5HOWN HATCHED) TAX M� FSOFE� GREF< (SEE LE ITIC SLIGHT FIXTURES Shrubs: Japane garden TYP juniper, IS" ht, a d Large Ornamental Grasses P LE IGHT I I I I • I ' I I I I I I I I I I I I i I I I — I I LEASED i' MI TNERS 5/1 d F I NFORMA I I I I I I I Shrubs: ponese Tree; lotan s acerifolla, ' garden j ]per, IS ht L d I T 5u I I ADJACENT PROPERTY July 9, 2012 E a Z� Existing F F Decking Indigenous F F Plants to LU Z remain f F RAMP UP Plant I I disturbed � z areas a with I I' a American 0< LUW Beach II 0 Grass I, V (as per 0 J EC eauire went z Shrubs: Hydrangas, 5 gal, Japanese Hollles,,48" ht, Large Ornamental' Grasses, Groundcovers: Vinca, perrenials b ornamental grasses rs 5 ft n conte G1% EXISTING FRA4E BUILDING (RESTAURANT), SEE FLOOR PLANS FOR EXTERIOR LIGHTING AT ROOF DECKS NEW FLOATING DOCK Drlveway NEW SIGN LIGHT FIXTURES TYP 18" ht TS Decking Shrubs: Hollywood E junipers 5 ft ht -� \- LIGHT FIXTURE5 BOAT BASIN TMP SEE SHEETS SP2, 5n, SP4 FOR DETAILED INFORMATION Decking F Shrubs: Hydrangas, 5 gal, Japanese Hollies, 46" ht, Large Ornamental Grasses, Groundcovers: Vinca, perrenials 4 ornamental grasses Tree: Platanus acerifolla, London Plane Tree, 5" cal Typical Shrubs: Japanese garden juniper, IS' ht, and Large Ornamental Grasses f� I onruos: apanese✓ garden unlper, IS" ht Trees: rape Myrtle, 6 ft ht Shrubs: drangas, 5 gal, Jopones Hollies, 48" ht, Large O nomentol Grasses, c vers: Vinca, perrenials 4 4orname tal grasses Driveway EDGE OF EXISTING PAVING EDGE OF EXISTING CLEARING LIMIT OF NEW CLEARING I AREA OF CLEARING (5HOWN HATCHED) TAX M� FSOFE� GREF< (SEE LE ITIC SLIGHT FIXTURES Shrubs: Japane garden TYP juniper, IS" ht, a d Large Ornamental Grasses P LE IGHT I I I I • I ' I I I I I I I I I I I I i I I I — I I LEASED i' MI TNERS 5/1 d F I NFORMA I I I I I I I Shrubs: ponese Tree; lotan s acerifolla, ' garden j ]per, IS ht L d I T 5u I I on on an roe, ca I Typical roes: C ape Myrtle, ro ft'l,ht j rubs: H drangas, 5 gal, ase Hollies, 48" ht, arge Or amental Grassers, round cor9: Vinca, per enlals ornamen al grasses Driveway, Existing Indigenous plants to rema]n /—POLE LIGHT WITH SECURITY LIGHT FIXTURE --Plant disturbed are American Beach GI DEC reRuirements) I I I I I I EDGE OF EXISTING CLEARING 1 1 1 1 EDGE OF EXISTING PAVING Ith I as SI LAN AP G P I I -'wi REVISIONS: Mry 23, 2012 ADJACENT PROPERTY July 9, 2012 BOAT YARD a Z� O °a3 LU Z Z 0 Z � z �a a Y a 0< LUW 0 V a 0 J w z LU W � �.>�.:._.►,.mag-,..;�:�._. .e Z. wa• 3� J 2. {� WJ. 1 I! 12 X OW. f W• � ate• e`_ tl! 0I• F NEW Yp STFF(yi 01 fid` G,y�R PROJE D: 1110 DRAVVN BY: UT CHECKED BY: NS DATE: March 2, 2012 I SHEET TITLE: ENLARGED I I LANDSCAPE AND LIGHTING SHEET NO: SP6 II I on on an roe, ca I Typical roes: C ape Myrtle, ro ft'l,ht j rubs: H drangas, 5 gal, ase Hollies, 48" ht, arge Or amental Grassers, round cor9: Vinca, per enlals ornamen al grasses Driveway, Existing Indigenous plants to rema]n /—POLE LIGHT WITH SECURITY LIGHT FIXTURE --Plant disturbed are American Beach GI DEC reRuirements) I I I I I I EDGE OF EXISTING CLEARING 1 1 1 1 EDGE OF EXISTING PAVING Ith I as SI LAN AP G P I I -'wi REVISIONS: Mry 23, 2012 ADJACENT PROPERTY July 9, 2012 BOAT YARD a Z� O °a3 LU Z Z 0 Z � z a Y a 0< LUW 0 V a 0 J w z LU W TW .e Z. wa• 3� J 2. {� WJ. 1 I! 12 X OW. f W• � ate• e`_ tl! 0I• F NEW Yp STFF(yi 01 fid` G,y�R PROJE D: 1110 DRAVVN BY: UT CHECKED BY: NS DATE: March 2, 2012 SCALE: SHEET TITLE: ENLARGED SITE PLAN LANDSCAPE AND LIGHTING SHEET NO: SP6 FIRST 'FLOOR PLAN SCALE: 118"- V-07 SEP 1 9 2012 SITE PLAN APPROVAL I a zo -E oc z Z z o � z ZW Z wH 'do W CO) W z o v 1-- 0 W Ti 0 0 N .e z wa• � J �• D1 J 7 W• y "j DI • 3 N N• ,SOF NEW �p y1PGy �.. STEF� y9 = 2 * C 01 531 �S1ER P PROJE 0:1110 oRAwN BY: NS CHECKED BY: NS DATE: MARCH 2, 2012 SCALE: SHEET TITLE: FIRST FLOOR PLAN SHEET NO: 1 SECOND FLOOR PLAIN SCALE: 118"m V-0" r---- ------- FLOOR P SEP 1 S , 014 SITE PLAN APPROVAL I z} am Z N � o 0 08 > z 0 ZWZ uJ w H UoW W o V 0 J o J 0 W L 2 0 oz. U) a • $ J �•e W J• = W• 2w. I AF- Up tl) N• �EOF YOR ST =vE 2 z� 0179531 �ERED R ECT 1770 DRANM BY: NS CHECKED BY: NS DATE: MARCH 2, 2012 SCALE: 1I8•=1 •-0" SHEET Trn.E: SECOND FLOOR PLAN SHEET NO: 2 PROJE : "'O 0 SOUTH ELEVATION EAST ELEVATION SECOND FLOOR F SCALE: 114"= V-0" SCALE: 114" =1 -0 SCALE: 1/4"m V-0" NORTH ELEVATION SCALE: 114" =1' -0" WEST ELEVATION SCALE: 114" =1' -0" O N FIRST FLOOR PLAN SCALE: 114" =1' -0" SITE PLAN APPROVAL zo ad Z Z o � m 06 Z WWZ U) taw O V D J W J Z 'o Q WW w 0 i I— N N! Z • ma• � W , =U, 8 f lu M Nl• 'CEpF NEW VpR �_. S7EF�' y/r y,P �A e 0 c, E PROJ NO: 1110 RAWN BY: NS mp-E;Kbo By: MAY 23, 2012 1/4" =1' . 0" MEET TITLE: PLANS & ELEVATION SHEET NO: 4 / 1000-56-04-19 / OWNER I / 2.s ' 1\I HASHAMOP POND I -- 4.5 VACANT I 'I _ I ; IC I� i ZONING BI IN �I,VIII j 1000-55-07-1 \� may^ j GOLDSMITH'S BOAT SHOP / I 45 MARINA 1000-56-04-20.1 JEAN A: THOMAS I WELLS I 5 4-2002-/ RD u U U C, -__ CMZ — 5 I _ AC 1000-56-04-24 EDWIN TIICCIO STEPHEN PATIERSON as 7i'f000-56-04-211 R ZONING I\ �MII� K i VACANT I BUSINESSCt I REI Cui 1000-56-04-22 RICHARD EHRIICH 1C MNP•SS - Imo_ ZONING AC x 00�1000-56-07-5 `\ V \ N PRINCIPI PROPS UD w ZONING R40/'RESIDENCE I I I /1 I M 000-56-07-6 I BERNADEIT k I IARSSON I B 00-564-07 w RESIDENCE I 4 MNINKOV1G I I KO � I ®—JOHN &6-07-9 I \aw 4[ GNRNu, I V- I�' YOUNG I RESIDENC� _ I 1 56 07-10 AMEIA KATZER ` RESIDENCE , III ZONING BLU IO_ 1000-56-W JOC RESIDENCE 1, RESIDEN4 ANN IA. 200 FT 5ET15A4.K SOUTHOLD BAY FROM PROJECT 51TE EE ENLAR6E17 51TE PLAN SHEET # SP 2 KEY PLAN SCALE: 1" =100'-0" as 5 500 FT 5ETBACK FROM PROJECT 51TE SITE DATA SCTM # 1000-56-07-02 PROPERTY: 64300 Route 25 ADDRESS Greenport, NY 11944 OWNER: MILL CREEK PARTNERS, LLC SITE: 142,441 SQ.FT. = 3.27 ACRES LAND UNDER 2,390 SQ. FT. WATER: 57,885 SQ FT ZONING: M -II SURVEYOR: Hands on Surveying 26 Silver Brook Drive Flanders, New York 11901 LICENSE # 050363 DATED 6/22/11 BUILDING AREA: PRINCIPLE BUILDING First Floor: 5,656 SQ. FT. Second Floor: 3,333 SQ. FT. ACCESSORY BUILDING: Z� First Floor: 280 SQ. FT. FIRST FLOOR DECKS: 2,390 SQ. FT. RAISED TERRACES: 743 SQ. FT. LOT: 0 COVERAGE BUILDABLE LAND AREA: 84,556 SQ. FT. 9069 SQ. FT./ 84,556 SQ. FT. = 10.7% 10.7% ACTUAL / 20% MAX. ALLOWABLE PARKING: 27,969 SQ FT/ 84,556 SQ. FT. = 33% LOT COVERAGE LANDSCAPING: 47,372 SQ FT/84,556 SQ. FT. = 56% % LOT COVERAGE LOCATION MAP SiTE'PLAN INDEX SP 1 KEY PLAN, 100th scale SP 2 SITE PLAN, 40th scale SP 3. ENLARGED SITE PLAN NORTH, 20th scale SP 4 ENLARGED SITE PLAN SOUTH, 20th scale SPS ENLARGED SITE PLAN - GRADING, DRAINAGE & LAYOUT SIPS ENLARGED SITE PLAN - LANDSCAPE & LIGHTING SP 7 SECTION THRU BASIN 1 FIRST FLOOR PLAN 2 SECOND FLOOR PLAN, BASEMENT PLAN 3 BUILDING ELEVATIONS LIAR - 6 M12 I � „rowToo I ---- pl,�,nIn; no;IM _ SITE PLAN APPROVAL 1 R a Z� 0 0 3: UJI ZZ 0 0d Z Z a Z a W CO) W o � a o J J w z U.l W 2 'W'^ V 08 z - V) a• N � Q W J•E,+,z�u z �W•rc r2 7W. uie Q F• 00 Ul • P�OV NEW 1,0'Q � 2 QFC/ O 9.5. s� ti \�4 ED PR JE O: 7110 DRAWN BY: UT CHECKED BY: NS DATE: March 2, 2012 SCALE: 1" =100'-0" SHEET TITLE: KEY PLAN SHEET NO.: spi LIGHT FIXTURE LEGEND "A" CEILING MOUNTED ORNAMENTAL L16HT5, 100 Watts, BE&A -19'72 MH, ORNAMENTAL LI6HT5, boo Aatts, BE&A 6620.538, 850 LUMENS "E" DECK RAILING LIGHTS, 80A, BEGA 4445P, '7000 LUMENS II mom "6" PARKING AREA POLE LIGHTS, 150 Watts, BE6A -1460.538, 2400 LUMENS "I" DRIVEWAY BOLLARD LI6HT5, '7OA, BE6A 853'7 MH, b,boo LUMENS "K" WALL MOUNTED STEP LIGHTS, 9A CF, BE&A 2915P, 525 LUMENS 0 B • • A 3 CEILING MOUNTED DOWN LIGHTS, 50 Watts, BE&A 1224.560, 935 LUMENS 8��1• C .. A . "D" WALL MOUNTED SECURITY LIGHT5, 150 Watts, 5E(SA'7460.538, 2400 LUMENS "F" WALKWAY LIGHTS, 60N, BE&A 55.14, '780 LUMENS "H" FACADE SIGN LIGHTS, 21A, 5E(9A 2295, 1800 LUMENS A "J" WALKWAY BOLLARD LIGHTS, IOOA, 5E6A 8452 MH, 8,800 LUMENS A C B "L" SIGN DOWNLI614TS, '75A, 5E6A 8'105, 1100 LUMENS .ISTM5 ORTPH.L9 (6) 1001A C exlmlM Pox ST STAIft%9. FLAN HIGH TNT ��ppNNMAR: GOWSNI"M6 �41TSNCP,�INL oJ9lV'FAv wIPS— FLOOD ZONE LINE \, TOP q' cHuc— MATCH LINE SEE SHEET �SP 4�SP3 MATCH LINE SEE SHEET Px1snM unuTr � FLOOD) II FLOODX TONE LINE C%1911M VF3EfATION TO p61NN , FLOOD ZONE AE (EL7)� FRAN HIGH mA "M" MARINA LIGHT FIXTURE 4 POWER PEDESTAL, 13A, TIGER DOCKS: HATTER45 LIGHT I ijoul061 '(2 [r2.,,, SUP. '• Fenx xl-10'SUPS - F_____J 25 2 -„'SUPS ,• ® 2-13.6SUP 1 2' -- n 13.5'80 ==%&tl✓M96IILY6 ; �'�'�� '+t 10'SUPS ,Q�1 LA1.6G ON4VB1TAL 614119E6 • r Mti1LVld I „® •>taa„•>ri.ai.a.aa>.aan 1 11 LAND UNDER Y WATER: "E" DECK RAILING LIGHTS, 80A, BEGA 4445P, '7000 LUMENS II mom "6" PARKING AREA POLE LIGHTS, 150 Watts, BE6A -1460.538, 2400 LUMENS "I" DRIVEWAY BOLLARD LI6HT5, '7OA, BE6A 853'7 MH, b,boo LUMENS "K" WALL MOUNTED STEP LIGHTS, 9A CF, BE&A 2915P, 525 LUMENS 0 B • • A 3 CEILING MOUNTED DOWN LIGHTS, 50 Watts, BE&A 1224.560, 935 LUMENS 8��1• C .. A . "D" WALL MOUNTED SECURITY LIGHT5, 150 Watts, 5E(SA'7460.538, 2400 LUMENS "F" WALKWAY LIGHTS, 60N, BE&A 55.14, '780 LUMENS "H" FACADE SIGN LIGHTS, 21A, 5E(9A 2295, 1800 LUMENS A "J" WALKWAY BOLLARD LIGHTS, IOOA, 5E6A 8452 MH, 8,800 LUMENS A C B "L" SIGN DOWNLI614TS, '75A, 5E6A 8'105, 1100 LUMENS .ISTM5 ORTPH.L9 (6) 1001A C exlmlM Pox ST STAIft%9. FLAN HIGH TNT ��ppNNMAR: GOWSNI"M6 �41TSNCP,�INL oJ9lV'FAv wIPS— FLOOD ZONE LINE \, TOP q' cHuc— MATCH LINE SEE SHEET �SP 4�SP3 MATCH LINE SEE SHEET Px1snM unuTr � FLOOD) II FLOODX TONE LINE C%1911M VF3EfATION TO p61NN , FLOOD ZONE AE (EL7)� FRAN HIGH mA "M" MARINA LIGHT FIXTURE 4 POWER PEDESTAL, 13A, TIGER DOCKS: HATTER45 LIGHT I ijoul061 '(2 [r2.,,, SUP. '• Fenx xl-10'SUPS - F_____J 25 2 -„'SUPS ,• ® 2-13.6SUP 1 2' -- n 13.5'80 -10 I«�. 47 ups 46 1-10' 49 SLIP.! I v -0-, 2-10.9SUPS 15) Gp6nM WG[•M -J SI�'ID 4Q z -lasso EXISTING O Mt SLI nJwP'�. o AFC•ILIN R'AOX . LA11•G aaAFBTAL 2-10.5' 61UYL] NJ9H ROATM O Pack w lav ]ILL O1K1lAO ' zI 1 � ler vacic I w � I AKCM PICNIIC ARE I 1 _ove+eAv MLIIY � - rr LNEYUIm uMT L!!•WW1C TC".MIDs M o6 m` m •JSIWK mJI1.L1l4lfH- G ToF ”-I ==%&tl✓M96IILY6 ; �'�'�� '+t 10'SUPS ,Q�1 LA1.6G ON4VB1TAL 614119E6 • r Mti1LVld I „® I 1 11 LAND UNDER Y WATER: P1mLI� ro' M 2-13`JStI_- M -II 31 15 18 sups 26 Silver Brook Drive rBv nnwnM Flanders, New York 11901 MATCH LINE 4 332-13.YSLIPi LOCATION InsUPS • 13• - _ SP 4 YNIo C.== ,,'SUPS • Z-13,5 CU ® '• 11• a ,,'SUPS '• r-- W O •® 2-13.68 O iasuPs I�+�I�•-�„ •47 8 ILZ ISI nOAnM 2 aocicwLarl� TPS4IPS • _ _-115' "'i'weAn QQ -10 I«�. 47 ups 46 1-10' 49 SLIP.! I v -0-, 2-10.9SUPS 15) Gp6nM WG[•M -J SI�'ID 4Q z -lasso EXISTING O Mt SLI nJwP'�. o AFC•ILIN R'AOX . LA11•G aaAFBTAL 2-10.5' 61UYL] NJ9H ROATM O Pack w lav ]ILL O1K1lAO ' zI 1 � ler vacic I w � I AKCM PICNIIC ARE I 1 _ove+eAv MLIIY � - rr LNEYUIm uMT L!!•WW1C TC".MIDs M o6 m` m •JSIWK mJI1.L1l4lfH- G ToF ”-I DIA LIMIT OP nIe•wnnaa RFro oalwam m m/I.ONCITAL M, •e.4naroe Aw ==%&tl✓M96IILY6 ; PE.IW191 64300 Route 25 ,Q�1 LA1.6G ON4VB1TAL 614119E6 , I 1 Mti1LVld I MILL CREEK PARTNERS, LLC SITE: 1 11 LAND UNDER Y WATER: P1mLI� ro' M ZONING: M -II SURVEYOR: I'l 26 Silver Brook Drive Flanders, New York 11901 MATCH LINE EE SHEET SP 3 - LOCATION MAP ad \ MATCH UNETSHEET SP 4 YNIo 1 OSED NEWT Q� ..,.MASTER DIA LIMIT OP nIe•wnnaa RFro oalwam m m/I.ONCITAL M, •e.4naroe Aw `NEN RIP RAP SITE PLAN INDEX /s12arW PARKING SP 1 KEY PLAN, 100th scale TOTAL 53 SP 2 SITE PLAN, 40th scale NEW RIP RAP SP 3 ENLARGED SITE PLAN NORTH, 20th scale SOUTHOLD BAY SP 4 ENLARGED SITE PLAN SOUTH, 20th scale SP 5 ENLARGED SITE PLAN - GRADING, DRAINAGE & LAYOUT SP 6 ENLARGED SITE PLAN - LANDSCAPE & LIGHTING SITE PLAN 1 7 SECTION THRU MARINA BASIN 1 FIRST FLOOR PLAN 2 SECOND FLOOR PLAN, BASEMENT PLAN SCALE:: 111 = 40'-0" 3 BUILDING ELEVATIONS SCTM # ZONE LINE �) PROPERTY: 64300 Route 25 ,Q�1 LA1.6G ON4VB1TAL 614119E6 'I A `NEN RIP RAP SITE PLAN INDEX /s12arW PARKING SP 1 KEY PLAN, 100th scale TOTAL 53 SP 2 SITE PLAN, 40th scale NEW RIP RAP SP 3 ENLARGED SITE PLAN NORTH, 20th scale SOUTHOLD BAY SP 4 ENLARGED SITE PLAN SOUTH, 20th scale SP 5 ENLARGED SITE PLAN - GRADING, DRAINAGE & LAYOUT SP 6 ENLARGED SITE PLAN - LANDSCAPE & LIGHTING SITE PLAN 1 7 SECTION THRU MARINA BASIN 1 FIRST FLOOR PLAN 2 SECOND FLOOR PLAN, BASEMENT PLAN SCALE:: 111 = 40'-0" 3 BUILDING ELEVATIONS SCTM # 1000.56-07-02 PROPERTY: 64300 Route 25 ADDRESS Greenport, NY 11944 OWNER: MILL CREEK PARTNERS, LLC SITE: 142,441 SQ.FT. = 3.27 ACRES LAND UNDER Y WATER: 57,885 SQ FT ZONING: M -II SURVEYOR: Hands on Surveying 26 Silver Brook Drive Flanders, New York 11901 LICENSE #050363 DATED6/22/11 LOCATION MAP PARKING REQUIREMENTS RESTAURANT: 1 SPACE PER 3 SEATS OR 1 SPACE PER 100 SF OF FLOOR AREA WHICHEVER IS GREATER TOTAL SEATS CALCULATION: INTERIOR -180 SEATS = 60 SPACES SQUARE FOOTAGE CALCULATION: FIRST FLOOR PUBLIC AREAS: 3,117 SF / 100 = 31.17 SPACES SECOND FLOOR PUBLIC AREA: 2,509 SF 1100 = 25.09 SPACE TOTAL 56.25 SPACES THE TOTAL NUMBER OF PARKING SPACES IS GREATER WHEN THE CALCULATION IS BASED ON THE TOTAL NUMBER OF SEATS, THEREFORE 60 SPACES WOULD BE REQUIRED. MARINA: 1 SPACE PER BOAT SLIP 50 BOAT SLIPS = 50 SPACES TOTAL PARKING SPACES REQUIRED: 110 SPACES w/ 5 HC ACCESSIBLE TOTAL PARKING SPACES PROVIDED: 53 SPACES w/ 3 HC ACCESSIBLE BOAT SLIPS -- _- MARINA: (6) 18.5' WIDE SLIPS r (16) 13.5' WIDE SLIPS �, UR - 6 2V I, (28) 10.0' WIDE SLIPS 7 T-0-670 — Fm'r'sn EXISTING BOAT SLIPS: 50 SLIPS -- PROPOSED BOAT SLIPS: 50 SLIPS DRAINAGE CALCULATIONS: (DW) "A" ROOF STRUCTURE & ENTRY DRIVEWAY ROOF AREA: DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW) "A" 6,555 SF x (2112 FT.) x 1.0 = 943 CU. FT. ENTRY DRIVEWAY: DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW) "A" 10,374 SF x (2112 FT.) x 0.9 = 1556 CU. FT. USE: (6) 10' DIAMETER x 6' HIGH POOL (6)10' X 6' STORM DRAIN RING = 2463 CU. FT. USE: (8) 10' DIAMETER x 4' HIGH POOL (8) 10' XV STORM DRAIN RING = 2189 CU. FT. PROVIDED REQUIRED 4652 CU. FT. > 2499 CU. FT. (DW) "B" DRIVEWAY PARKING AREA DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW) "B" 18,132 SF x (2112 FT.) x 0.9 = 2720 CU. FT. USE: 10' DIAMETER x 40' HIGH POOL, OR USE: (8) 10' DIAMETER x 4' HIGH POOL (8)10' X 4' STORM DRAIN RING = 2189 CU. FT. USE: (8) 10' DIAMETER SOLID WALL DOMES (8) 10' SOLID WALL DOMES= 869 CU. FT. PROVIDED REQUIRED 3058 CU. FT. > 2720 CU. FT. SITE PLAN APPROVAL a Z Y I.L 0 0 °aW zz 0 ad Z Q� Z a W N W O Ill - 0 O LU ILZ IU w TW •5 Z• Jr2• o�� 0 o M a ,• W J•�z w� 2 LL nW•U+� -� a �• U + N y• SP1 sTE ; � EE"� T � Z �c C$ 0179 P R JEC O: 1110 DRAWN BY: UT CHECKED BY: NS DATE: March 2, 2012 SCALE: 1" = 40'-0" SHEET TITLE: SITE PLAN SHEET NO: SP2 AT EXISTING CONCRETE WALL IVIhI TO BE REMOVED PROVIDE NEW STONE VENEER WALL - Tu N W PEDESTRIAN (STATE OVERHEAD WIRES EXISTING UTILITY POLE NYT-850 c EXISTING DRYWELL5 (DW "A") o (6) 101 DIA 6FT DEEP 0 EXISTING WATER--------------- SERVICE '� Z SETBACK DUMPSTER LOCATION WITH 6 FT HIGH PRIVACY FENCE 1NEN STONE VENEER WALL— NEN UNDERGROUND) ELECTRIC, AND UTILITY LINES NEW ELEG METERS--� ON BUILDING FACE EXISTING UTILITY POLE_____�I TO BE REMOVED EXISTING BANK OF ELEG METERS TO BE REMOVED EXISTING POST 4 RAIL FENCE NEW DOCK ACCESS - RAMP, STAIRS 4 DECK I NEW FLOATING- DOGK W/ LOW SILL BULKHEAD EXISTING UTILITY - POLE NYT-8505 EXISTING BANK TO REMAIN - NON INDIGENOUS - MATERIAL (I.E.: BRICKS) TO BE REMOVED, PLANT DISTURBED AREAS WITH AMERICAN BEACH GRA55 (AS PER DEC, REQUIREMENTS) MEAN HIGH WATER- MARK LAND NOW OR FORMERLY OF GOLDSMITHS BOAT SHOP, INC. OVERHEAD " TOP OF MA FMT EXI5TING SEPTIC SYSTEM AffikTvmmy EXISTING UTILITY Ro n D POLE TRENCH 1 NEW TRENCH DRAI IROUTE -"� 6815 ANEW ENTR CURB 00"E----6 98.42' 19% i f _ � ✓DING 1 -f iTII�1G )5 _, / Ittl�1 I L NEW tLECTRIC METEk H FRAME 01 E / a 1 -UE ONE ON RI M 23 M22 M 2 -10' SLIPS MEAN HIGH W 2- 10' SLIPS IIT, h 201-611 10' 24 WATER MARK 21 10' I 1 —— I J 25 a 4' A.. I _i 1. M 2 10' SLIPS 4a'-611 20 2 13.5' SLIPS I 26 II r 27 1 1 M 221113.5' SLIPSI J L-- �- 2 1135SLIPS I I !-224 28 —2 4' 11 1 � O - EXISTING r — - --J FLOATING 17 --- Y J1.2 10' SLIPS 29 Z o l l- 2O e' J 10' 30 N .I - w I 1 31 DOCKS TO BE REMOVED 7:�� - I -NEW PILINGS 16 2713 i 15 II II i. 2 -10' SLIPS NEW FLOATING-- 32 DOCK W/ LOW HEAD _ SILL BULK 14 r - 1I 1 1 33 EXISTING MARINA q 2-13.6`iPS'I !2 -10' SLIPS 50 BOAT SLIPS n l AND CURB �L �W O O- m OIL 4 BLUESTONE DRIVEWAY NYT 853 LIPA 853 >\/EPHEAD� / / - _ ' WOODED AREA 69 ELECTRIC AND UTILITY LINES NEW TIMBER GL NEWCOVERED ENTRY -EXISTING DRYWE L5 (DW "A') (8) 10' DIA 4FT D EP LANDWARD LIMIT OF FRESHWATER WETLAND5 AS DELINEATED BY SUFFOLK ENVIRONMENTAL CONSULTING, IMG. 4/12/06 AND VERIFIED ON 5/25/11 P� \ y�i Ym \ 9� UIP \ 1 1 , 1 1 I � 1 NEW GOBBLE TONE 2 CURBSP3 ', \ NEW HAND APPED I \\ 1 \ REMAIN -NON AL (I.E.: BRICKS)' '\ PL DISTURBED 1 \ GAN BEACH G REQUIREMENTS) '\ \ 11 1TE RATE 1 RUNOFF RFAGE 1 � 1 L I 1 1 1 RAIL 1 3 RB SP3 1 ` RFORMERLY OF FRESHWATER I PS LLC WETLANDS : 1 TYP I \ \'\ , 1 '\ I roRIVEWAY`� I ISI\ \ 1 L 1 � 1 11 -o 1 11 \\ a \ I � 1 I� T 101 6MVEL DRAIN 1 B:1 I— 'I I 1 TO ncR� T TO T REINF. OONO. FETAINING CO) RETAINING WALL AGGE551B E DOCK ACCESS - MP 4 DECK POLE LI HT FIXTURE 46" TYP EX15TI BANK TO �INDIGEN 5 MATERI TO BE MOVED, P AREAS TH AMERI G 5 (AS PER DE NEW DRYWELL5 (D WITH CAST IRON G FOR RAINWATER ROM PARKING SU A SP7 NEW GUARD RAI TOP OF BANK 8 NEW GUARD 4 TIMBER GU LAND NOW 0 PRINCIPI PRO w POLE LIGHT FIXTURE "C,'1 41' SILAN SCALE. 1'1=20'-O" MATCH I IMF IOXIO TPEATm MOO POST a TO 10F ON CENTER 0 w 96' BELOW bRADE 9x6 TREATED WOOD RAIL NOTONM IMO WOOD POST n' THK EL"FSTONE OOPINS REINF GONG. FOOTING W4 /-O' NOOK • INF C 1 91NF CONT. / (N.T. nRETAINING WALL DETAIL ' 3.) NEw c0E9LEsrGNE OURBIN6 DRIVEWAY 6FADE FEINFORLED LONO J PornING IW 3NV caM nSTONE CURB DETAIL 4 (N.T.B.) NEW 6"l0 TIFEIER GNtB S'.RIED b' 9esw GRADE DRIVEWAY G"uce PITGY® TO DRYWELL9 PITCH DN ExlsnxG 9,EGRAGE �� TIMBER CURB DETAIL `� (N.T.3.I DARK LETTERS ON A LIGHT CONTRASTING COLOR BACKGROUND ✓TWO DOWNLIGHTS PER SIDE Mill Creek Inn ELEVATION OF SIGN DKIVtWAT tNTKT nNEW SIGN PLAN 8, ELEVATION `fIN.T.SJ I L AFAR — 6 2012 _ j �— c,11.r,.6 Ton SITE PLAN APPROVAL ]°OVERHANG a T 101 6MVEL DRAIN 0 9 V I 1 TO ncR� T TO T REINF. OONO. FETAINING CO) RETAINING WALL 1 WALL w/ N4 • 10" HORIZ 0 I 1 M44 3' VERT. 1 LIdIID APPLIED , z --J WATERPROOPINS Z a REINF GONG. FOOTING W4 /-O' NOOK • INF C 1 91NF CONT. / (N.T. nRETAINING WALL DETAIL ' 3.) NEw c0E9LEsrGNE OURBIN6 DRIVEWAY 6FADE FEINFORLED LONO J PornING IW 3NV caM nSTONE CURB DETAIL 4 (N.T.B.) NEW 6"l0 TIFEIER GNtB S'.RIED b' 9esw GRADE DRIVEWAY G"uce PITGY® TO DRYWELL9 PITCH DN ExlsnxG 9,EGRAGE �� TIMBER CURB DETAIL `� (N.T.3.I DARK LETTERS ON A LIGHT CONTRASTING COLOR BACKGROUND ✓TWO DOWNLIGHTS PER SIDE Mill Creek Inn ELEVATION OF SIGN DKIVtWAT tNTKT nNEW SIGN PLAN 8, ELEVATION `fIN.T.SJ I L AFAR — 6 2012 _ j �— c,11.r,.6 Ton SITE PLAN APPROVAL a z� 0 °aW O CO) z Z 0 od z Z a Z a W Co W V a W a Z W W ce TW i a0 2 M Q• R i G W J• z z 2w. a i pF NEW FOR STEE< Z * Z A FL 1k ' 01 953' h SER P ECT 1110 DRAWN BY: UT CHECKED BY: NS DATE: March 2, 2012 SCALE: 1" = 20'-0" SHEET TITLE: ENLARGED SITE PLAN NORTH SHEET NO.: SP3 MATCH LINE EXISTING UTILITY POLE LIL-55C VEGETATION TO REMAIN MEAN HIGH WATER MARK' DILAPIDATED F05T 4 - RAIL FENCE EXISTING BANK TO REMAIN - NON—_ INDIGENOUS MATERIAL (I.E.: BRICKS) TO BE REMOVED, PLANT DISTURBED AREAS WITH AMERICAN BEACH 6RA55 (AS PER / DEC REQUIREMENTS) EXISTING DILAPIDATED ' WOOD BULKHEAD TO BE� REMOVED OVERHEAD WIRES EXISTING UTILITY POLE ' -----11 B l i 12-10'SLIPS J 12 j L --- M SP7 IMI 36 2 -13.5' SLIPS 25 SIDE RD 1C'2-10'SLIPS _ �— --- SETBA K 20'_6" 0' 3S 10 I I-, b I � 2 -13.5' SLIPS I I I I a 39i Ir2 10' SLIPS NEW PILINGS O 10 24-6 I I I NEW FLOATING 1 DOCK W/ LOW 2 -13.5' SLIPS I I 141 SILL BULKHEAD 2-10 S IPS I ��VI —T� 1. J 42 I LIPS � I I ©I M � I 2-18.5'SLIPS� \>N i 1 1� S41P I N �5 35�b:-- II EDGE OF WATER, MEAN HIGH WATER MARK EXISTING BANK TO REMAIN - NON INDIGENOUS MATERIAL (I.E.! BRICKS) TO BE REMOVED, PLANT DISTURBED AREAS WITH AMERICAN BEACH GRA55 (A5 PER DEC REQUIREMENTS) NEW LOW SILL o BULKHEAD m I O Y I A 1 I 1 Z 'l I I' a I - ZY EXISTING t FLOATING 2 OI I 0 DOCKS TO J o 2 -18.5' SLIPS _ BE REMOVED 45 c6 CID M -LTPS W z Z �I ad 2 -10' IL I 47 ' EXISTING MARINA Z M SLIPS `�� 48 a 50 BOAT SLIPS 049 Z 1-10' Q W SLIP y W DILAPIDATED 0 PLANTINGS: WOOD BULKHEAD /1/600 V AMERICAN BEACH 4 LARGE ORNAMENTAL a S� GRASSES .J NEW FLOATING i/^. �F� DOCK W/ LOW J NEW FLOATING DOCK DOCK N/ LOW SILL BULKHEAD 0. z W BULKHEAD W M ; EDGE OF WATER, MEAN HIGH WATER MARK EXISTING BANK TO REMAIN - NON INDIGENOUS MATERIAL (I.E.! BRICKS) TO BE REMOVED, PLANT DISTURBED AREAS WITH AMERICAN BEACH GRA55 (A5 PER DEC REQUIREMENTS) NEW LOW SILL o BULKHEAD m I O Y I A 1 I 1 Z NEW DOCK ACCESS GR Avn PICNIC AR 50'x"70 � YARD SEBAC PROPOSED NEW DW iILDIN& CK MASTER u_ u9- = B GRAVE 1 RIVEW/ % 2 1 ro x �� 72 0 p0 „ 7� •0��z NEW RIP RAP POLE LINT FIXTURE "D46" TYP\\ EXIST / POLE TOO 6 E I/ RELOGA D A SP7 I BANK TO REM 11 NON US MATERIAL (I. .: BRICKS)REMOVED, PLANT DISTURBED WITH AMERICAN OEACH GRA55 R DEG REGUIREMGUARD RAIL 1 3 BER CURB SP3 SP3IDRYWELL5 (DW J) FRESHWATER ITH CAST IRON &RATE WETLANDS R RAINWATER RUNFF F M PARKING SURF GE NEW TIMBER CURB 3 3 TOP OF BANK \ LANDWARD LIMIT OF FRESHWATER WETLANDS AS DELINEATED BY SUFFOLK ENVIRONMENTAL CONSULTING, IMG. 4/12/06 AND VERIFIED ON 5/23/11 POLE LIGHT FIXTURE "D4G” TYP NEW TIMBER CURB 3 SP3 MATCH LINE , FLAG POLE I p/rC�y N 1 ,NEW GUARD RAIL 7 SOUTHOLD BAY AMERICAN BEACH 4 LARGE ORNAMENTAL GRA55E5 RIP RAP SITE PLAN SCALE. 1 - 20, -0 I I � MAR - 6 2012 SITE PLAN APPROVAL 'l I I' a I - ZY 1 I t 2 OI I 0 M t 2 -18.5' SLIPS 11 cl) NEW DOCK ACCESS GR Avn PICNIC AR 50'x"70 � YARD SEBAC PROPOSED NEW DW iILDIN& CK MASTER u_ u9- = B GRAVE 1 RIVEW/ % 2 1 ro x �� 72 0 p0 „ 7� •0��z NEW RIP RAP POLE LINT FIXTURE "D46" TYP\\ EXIST / POLE TOO 6 E I/ RELOGA D A SP7 I BANK TO REM 11 NON US MATERIAL (I. .: BRICKS)REMOVED, PLANT DISTURBED WITH AMERICAN OEACH GRA55 R DEG REGUIREMGUARD RAIL 1 3 BER CURB SP3 SP3IDRYWELL5 (DW J) FRESHWATER ITH CAST IRON &RATE WETLANDS R RAINWATER RUNFF F M PARKING SURF GE NEW TIMBER CURB 3 3 TOP OF BANK \ LANDWARD LIMIT OF FRESHWATER WETLANDS AS DELINEATED BY SUFFOLK ENVIRONMENTAL CONSULTING, IMG. 4/12/06 AND VERIFIED ON 5/23/11 POLE LIGHT FIXTURE "D4G” TYP NEW TIMBER CURB 3 SP3 MATCH LINE , FLAG POLE I p/rC�y N 1 ,NEW GUARD RAIL 7 SOUTHOLD BAY AMERICAN BEACH 4 LARGE ORNAMENTAL GRA55E5 RIP RAP SITE PLAN SCALE. 1 - 20, -0 I I � MAR - 6 2012 SITE PLAN APPROVAL a ZY 0 0 � 0 cl) W z Z 0 ad Z Q� Z Q W y W 0 V a .J O W J 0 0. z W W W od z• yQ• �� Jam• c �_ �' c i 3 W J•E zaC W•u� Lg `~0 rL W• nuw Q H • 'u y We (DF II E Ly YO STFF� ''4r - =G T Z 92 r ti p, S 1 V 0 CT 1110 DRAWN Y: UT CHECKED BY: NS DATE: March 2, 2012 SCALE: 1" = 20 -4 - SHEET TITLE: ENLARGED SITE PLAN SOUTH SHEET NO.: SP4 — 1�TER MAIN(?r! X L NEW ASPHALT-MN.R0_AD STATE ROUTE TIP UP CURB-I—T ®HYO VALVE ------------- _ _lJTILITY POLE —Fw+ NEW STEPPING STONE WALKWAY � I NEW STONE 5TEPS 1 NEW GUARD SP3 RAIL 50" HT NEW STONE T SP3 WALL (DW "A") EXISTING �N DRYWELLS 10'0 X 6' DEEP TYP. OF 6 EXISTING GONGqz RETAINING WALLTO BE REMOVED NEW CONRETAININGCN EXIST DISTRIBUTION POOL NEW ELEC METERS EXIST UTILITY POLE NEW GONG SLAB EXISTING ELEC- METERS TO BE REMOVED NEW CATCH - BASIN EXISTING POST b RAIL FENCE TOP OF BANK NEW ACCESS - DECK STRUCTURE TO MARINA ON GRADE TW: 11.5' BW: 8.5' I I i I I I I I 1 I I NEW ASPHALT EXIST UTILITY I FI GOBBLE 2 NEW EXISTING ASPHALT TIP UP CURB POLE NYT 851 STONE CURB SP3 - `PAVING TO BEi'" OVERHEAD_ WIRES _ NEW -- NEW SI 4 SIGN E CKWN N20VALVE STONE WALL SP3 iLdE SP3 � 81w517 �� _ 1 0 1,20" � 98.42' BWN/ :8.4 gg 0 r TW:11.2' EXISTING GONG RET�INING WAI I T^ == OG /1�/Gf1 TW 11.5' / ' STONE /__ _ a� NEW GOBBLE STONE APRON NEW GOBBLE 2 STONE CURBSP3 NEW TIMBER 3 CURB SP3 (DW "A") EXISTING DRYWELLS I 10'0 X 4' DEEP TYP. OF 8 NEW BLUESTONE PAVING ON CONCRETE BASE BUILDIN& DISTRIBUTION DISTRIBUTIONPOOL FIN FIRST FLOOR EL. 15.5 21 m, BASEMENT SLAB EL. 5.08 EXIST POOL i, w0mpmmosulam ME■ �r_.c.■uric� "'' 1 1 1 1 1 1 1111 I�I�II I Illllllllllllllllllllliilliililllllllllllll�l�l�ll�I�I�l�!!�l�II,I��, �CIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�I01111111111111111111 I �IN it li 1 - j-' innnnn�:�:as��al�'i„ml I III AII I � nnmm�l:�n�r:rl,alnrani �,.--�-II Ilil .__ - Dn �I _.............................. I - _.. r � ur[r .r . i / �Y��I�lII�IIIIINYIIIlY�•I I��. ., _ _ �■�11,111----llllT/'5L.KHD. - --= LOA SILL BULKHE BULKHEAD BOAT BASIN E — — _.._. �I=1� . . - - - - - e 1111= Illi I i I I�' MAR— 6 2012 F APPROVAL W REVISIONS: a °aW O ZZ O pa F3 Z Z a Z a W W o V a 0O -� W J a p� z w W w Ix Z 0 In= m z• JyQ• m� ��• sow W J• � r' 7 Lu. � n i W. a QF• ue N N• of NELv �o , o~ X77953 GAS (CF' �R P RO ECT 1110 DRAWN BY: UT CHECKED BY: NS DATE` March 2, 2012 SCALE: SHEET TITLE: ENLARGED SITE PLAN GRADING, DRAINAGE & LAYOUT SHEET NO: SP5 REVISIONS: Q Z� °aW 0 Z�Z 0 a oz a Z z 1 a W W o OC v a J � z w W w Z " I— .a Z - o W J• 2 W• u� Q F• W Co. y\ -a fEa is 01 531 6 F`G�SreR �.(+' P JEC O: 1110 DRAWN BY: UT CHECKED BY: NS DATE: March 2, 2012 SCALE: 1/8" = 1' - 0" SHEET TITLE: ENLARGED SITE PLAN LANDSCAPE AND LIGHTING SHEET NO: SP6 EXISTING BANK TO REMAIN - BRI IGo ii RI& BRIG ) TO gB�� htOV LEVEL OF MEAN LOW WATER z IL O:c Lu O BANK u1 rLOATI � EXISTING BUILDING BEYOND EDGE OF WATER AT MEAN HIGH WATER TOP OF PILING ELEV +10.0 PI IG EL +10.0 FACE OF NEW BULKHEAD- Ilk ULKHEAD- SHEATHING I RBEH- NEW 12" DIA BULKHEAD PI BEACH SLOPE I"' ' ' DOCK VARIES WALKWAY SECTION THRU PROPOS :1' EXISTING BUILDING BEYOND IN EXIST — — — — — — — AT .55 (AS LOW DEC REOUIREMENTS) FLOATING DOCK ED BANK BASIN BOTTOM EXIST BOA BOTTOM PROPOSED GRADING: PARKING SURFACE TO SLOPE AWAY FROM BOAT BASIN TO DRAINAGE STRUCTURES IN PROPOSED DRIVEWAY 1 PROPOSED POSTS AND GUARD RAIL_ SP3 K-3 *�PROPOSED TIMBER CURBING SP3 rEXISTING BANK TO REMAIN - NbN INDIG OUS AL (I.E.: I BRI 5) TO BE OVED I TOP OF PILING ELEV +10.0 PER EXIST FLOATI :/ D01 K O FLOATING DOCK r T BA51 N WALKWAY LI EXISTING BANK TO REMAIN - - NON INDIGENOU5 MATERIAL (I.E.: BRICKS) TO BE REMOVED PROPOSED FLOATING DOCK— EXIST FLOATING DOCK NEW 8x8 WHALER NEW Q" BULKHEAD SHEATHING FABRIC FILTER CLOTH LANDWARD , > OF NEW SHEATHING i'�/\ _EXI5_T > ASIPN O� OAT f�i2nPl F_n FS'nTTnm, \ C A \ i m //\ SU /\\/lei \\ n SECTION THRU LOW SILL BULKHEAD LI SCALE: 1/2" =1' -0" STRIPPED TIRE STOPS TYP IRA NAGE STRUCTURES ' D INACGE STRICTURES Z J ELEV +0.75 LEVEL OF MEAN HIGH WATER uuu� LEVEL OF MEAN LOW WATER N Z SEE DETAIL L "G" LOW SILL o BULKHEAD BANK PARKING 5FAGE DRIVEWAY II MAR - 6 2012 vl_�u��ine �onrn SECTION THRU PROPOSED BANK RPM F• pie" = V _n.. SITE PLAN APPROVAL G a Z ,c O 0 w N Z o ad 8 Z 0 ? a a W W o OC a v O 'J J U z W Lu w Li r al z W J. 2 Lu0 ate• �m M VJ Q 9 P 01795 .(LU �S7FRE RG JE NO: 1110 DRAWN BY: UT CHECKED BY: NS DATE: March 2, 2012 SCALE: AS SHOWN SHEET TITLE: MARINA BASIN SECTIONS SHEET NO: SP7 FIRST FLOOR PLAN SCALE: 0 II k MAR -6 2012 s'll__ `----- PlalihulA sown Plemmlly, [bard SITE PLAN APPROVAL T TRLE: FIRST FLOOR PLAN Z 0 y Q d z O > Z ZWZ LU WH .do LU N I- LL I z o v p J J Q 0 _ 'o b Z. WJ EEz � 7 Lu, • ate• �a N N. —OF raew ro 2QG �9Z U~ 017 53 .Ft, cS ER P R ", '1110 DRAWN BY: NS CHECKED BY: NS DATE: MARCH 2, 2012 SCALE: T TRLE: FIRST FLOOR PLAN SECOND FLOOR PLAN SCALE: 1/8" = V-0" 3EMENT FLOOR PLAN e 1.•O j L l''• MAR - 1 1112 _ SITE PLAN APPROVAL a z0 24) z Z z o � > z 0 Z Z W wH coo W U) LU Z LU O V J o Q- 0 Wr 2 F— c0 od _- N a• a § J�• ee4o� W J• E � � � D 'U, • u W. "5a a~. 1M N N• 2� td y. 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SOUTHOLD BAY SITE PLAN_ SITE PLAN APPROVAL 212013 to IW ad z d y� ft x LLI J �I W� 212013 Dogs I of II to IW ad z y� ft �!d LLI Dogs I of II \ � ZONING 4-20.1 �- / AC 1000-56-0 JEAN B THOMAS 1000-56-04-24 WELLS / _ EDWIN TUCI STEPHEN / PAT7E 1000-56-0 8.5 4-19 , 05 OWNER ' �r� I / 7.5 ' i I ,16BBOWNER4_2y , I I t__' / ZONING I \ / 04-202 164155 6MAi RD LLy I I I M I I I 1/ VACANT VACANT - I , BUSINESS I _CUB CWUIR CURB CUR I N ROAD 5 HASHAMOMUC `�Te IL— % ZONING BSINJ Ess '1.0 c Ur POND ,lVlll Z% 1000-56-07-1 j COIDSMITH'S \ �/ 65 BOAT SHOP \ 5-1 i/ �i I \\I TO j 4.5 I RMRINA % IIIA I 4.5 5 1000-56-04-22 RICHARD EHRUCH ZONING AC \IO\ 1111110�1000-56-07-5 PRINCIPI PROPS LLC ��\J ZONING / R40�'RESIDENCE I I I I/ I 000-56-07-6 I I BERNADEIT h 5 IARSSON I 6- 7-8 RESIDENCE BAHTK I & MRVICA In I II I -{000-56-07-9 I 1 / � JOHN NO CYNTNIAI I1 I RESIDENC� 7 0-58-07-10 AMEIA KATZFN I RESIDENCE I �\ IIAI \ III A, 9 BFNFlEID 55 II ' 7.0 � j200 FT SETBACK FROM PROJECT 51T-/ SOUTHOLD BAY _______, � i � EE ENLARGED SITE / s.i PLAN SHEET # 5P 2 KEY PLAN SCALE: 1" =100'-0" / r - 5 500 FT SETBACK FROM PROJECT 51TE SITE DATA SCTM # 1000-56-07-02 PROPERTY: 64300 Route 25 ADDRESS Greenport, NY 11944 OWNER: MILL CREEK PARTNERS, LLC SITE: 142,441 SQ.FT. = 3.27 ACRES LAND UNDER Z WATER: 57,885 SQ FT ZONING: M -II SURVEYOR: Hands on Surveying 26 Silver Brook Drive W Flanders, New York 11901 Z LICENSE # 050363 DATED 6/22/11 BUILDING AREA: PRINCIPLE BUILDING First Floor: 5,656 SQ. FT. Second Floor: 3,333 SQ. FT. ACCESSORY BUILDING: First Floor: 330 SQ. FT. FIRST FLOOR DECKS: 2,390 SQ. FT. RAISED TERRACES: 743 SQ. FT. LOT: COVERAGE BUILDABLE LAND AREA: 84,556 SQ. FT. 9119 SQ. FT./ 84,556 SQ. FT. = 10.78% 10.7% ACTUAL / 20% MAX. ALLOWABLE PARKING: 27,969 SQ FT/ 84,556 SQ. FT. = 33% LOT COVERAGE LANDSCAPING: 47,372 SQ FT/84,556 SQ. FT. = 56% % LOT COVERAGE LOCATION MAP SITE PLAN INDEX SP 1 KEY PLAN, 100th scale SP 2 SITE PLAN, 40th scale SP 3 ENLARGED SITE PLAN NORTH, 20th scale SP 4 ENLARGED SITE PLAN SOUTH, 20th scale SP 5 ENLARGED SITE PLAN - LANDSCAPE & LIGHTING SP 6 SECTION THRU MARINA BASIN BEGA 1 SITE LIGHTING PLAN 1 SANITARY PLAN 2 SANITARY PROFILES C-1 DOT SITE PLAN C-2 DOT GRADING & DRAINAGE PLAN C-3 DOT CONSTRUCTION DETAILS SWPPP 1 SWPPP OVERALL SITE PLAN SWPPP 2 SWPPP DETAILS & NOTES 1 FIRST FLOOR PLAN - RESTAURANT 2 SECOND FLOOR PLAN, BASEMENT PLAN - RESTAURANT 3 BUILDING ELEVATIONS - RESTAURANT 4 FLOOR PLANS & ELEVATIONS - DOCK MASTERS BUILDING SITE PLAN APPROVAL REVISIONS: May 23, 2012 ADJACENT PROPERTY Sept. 17, 2012 RESUBMIT- SITE PLAN APPROVAL March 20, 2013 a Z 0 O N W Z Z 0 07 ? a Z a W N W O � a o IJ IIIIJ z w W 2 'W'^ V ■ 4! Z • J �L• S oR y ) g W J• z � W• v ui QI-- • v u OF NEV, YO 5 ST@ ,4 2 U y92 u~ D OJEC 1170 DRAWN BY: UT CHECKED BY: NS DATE: March 2, 2012 SCALE: 1" = 100'-0" SHEET TITLE: KEY PLAN SHEET NO.: SP1 LIGHT FIXTURE LEGEND "A" CEILING MOUNTED ORNAMENTAL LIGHTS, Ino Watts. SE(SA 1,112 MH. ORNAMENTAL LIGHTS, 60 Watts, BEGA 6320.538, 850 LUMENS, 8 FT HT, SUNSET TO CLOSING TIME i____.-_T_,e.. ..�.....ve-... "E" DECK RAILING LIGHTS, 80 Watts, BEGA 4445P, -1000 LUMENS, 3 FT HT, SUNSET TO GL051NG TIME POLE LI6HT5, '70A BEGA-1gg4MH, 5g00 LUMENS, 16 FT HT, SUNSET TO 01-051N6 TIME A• a 11111 DRIVEWAY BOLLARD LIGHTS, III A, BEGA 1162 LED, 212 LUMENS, 3 FT HT, SUNSET TO 01-051N6 TIME B CEILING MOUNTED DOWN LIGHTS, 50 Watts, BEGA 1224.560, q35 LUMENS, 10 FT HT, SUNSET • C 9a A • "D" WALL MOUNTED SECURITY LIGHTS, 150 Watts, BEGA 1460.538, 2400 LUMENS, 10 FT HT, ON AS REQUIRED DURING OPEN IIN F WALKWAY LIGHTS, 2A, LUMASGAPE5 L55-7ILED BOULEVARD, 86 LUMENS, 2 FT HT, SUNSET TO CLOSING TIME "H" FACADE SIGN LIGHTS, 21A, BEGA 22115P, 1800 LUMENS, 11 FT HT, SUNSET TO CLOSING TIME A B "J" WALKWAY BOLLARD LIGHT5, Iq A, BEGA 1162 LED, 212 LUMENS, 3 FT HT, SUNSET TO CLOSING TIME ♦ A r • C 4� B eK15TIN5 role N @*a — NOTE: THE 5EPTIG SYSTEM WILL BE PUMPED OUT TWICE A YEAR, ONCE IN MAY AND ONCE IN OCTOBER, TH15 RUMP -OUT REQUIREMENT 15 REQUIRED EVERY YEAR LOADIII! A16A I E%19TI1N BANG OP -' _ vea FelsRs ro Greenport, NY 11944 = Ate" ee palavea mr•: x G(bnW 1•d!T . MILS WATER: 57,885 SQ FT ZONING: • SURVEYOR: Hands on Surveying STAIM 9TAIR5 .y Flanders, New York 11901 N6Y rLOATINS , 9 1 sILL&IL 2-19 sups • M-AlI N1 ® 2-1a SLIPS .( 1 ertlsrlro unux PI I,ATC.I{MK ©j - 11 rvLeNrt-seas ...._.. � . • .. -___ .- („ ". REMAIN - ION IHaI•@lL45 Is Y'NRE®A eA9 WIr�11 2-1a SLIPS • _ -- 20 . 2-13.5'sUP511 1 A±s rAa reA Grs RewlralaNrel 1 I (2i)�"�—' ---T' .i Iw , ) FERN HIGH MMAPIC 1 e III 2-13.5_SI1P5 • _J L- 1 u�yo yaw os lOM vnP -- � 2-13.a SUPS \ coLosMlrns eonrsHOP, INC 111 �'--- ® e%I•nx• - -� J 1 \1 ovH4EAO NPE9 1\ FLOOD ZOhE I I P, 112-117SUIPS •® ���� • -_ I' I+ / LINE \I ��I �F-- J .O -Ia, rlLlxae O• 2-135'Sl1Ps�=1 � {I \\ Tor w BANK 1 31 15 \�%19TIN5 MTlve aFlT }M 12-1a SUPS ' NENM1 AMWS - Mves�utHAT I --_ •3 slu wxAv _, I u t\ To RMux 1 f, 1 33 Wlm�IdIMVF6�eTA WIT - 3YIP k , IE SEE SHEET SP43 _ I �. 2-19 Su-^ Ate•' ^E ro' ' 13• 1 IESEE SHEET SP 4�\ I v --- —pro 1_ j VI"N6 YIILIIY I ® I@M'H-Wx'p f - I rale uL-69c J '1 FLOOD I a' 112-1P SLOPS • I�I••ro� 2-13.5 SUP511FLOOD 'k ZONE LINE \`=ONE x ; i 14-_ 3e 015 • IN 11 • 1 -1 ! VESEIATIM -- •Q bRA9!(b rCI OF! • J ro IhT1AIN s ' 12-19'SUPS • IVn4PP411B1 r___ FLOOD ZONE AE EL7) I' 1 3e t9 ll MP.AN Al" N"AAR715kK I- ___, NWveGK 2-13.5SUP511 } II --- -ia vILAPIGA�IL ire I I ,' i SUPS • I-2 39 ��-I�'� • C___ 49 1 -4 u eANC TO PBMIx 4 -Nal 1 I t' lar -An O 2-13.6 Sulk i IATeRIAL Oe: eR IN ro I I 1 • 41 vocK NV La, , - 1 rw+r vlsnRBm AReAs I' L2_T9LIPS •� NNIL o AN CrKH OMY fAs RR l y I2 •Iy vec P011 I 11-ENRI exunN• vlLArlvA,ev ' � 1 't Nxm BJIJCIEM To BB / I -I avBaiswvRwiR�— / . 2 1a �Ul"s �A ©. 1i MIX role ' -1//ewsnx• 3 exlsMln•R"aMIMV DEA ITT 1 •-JM 1 j hLONO ne WLKIEAGS _ -yy,�� � ROMVID 1 . ro ReNNN j"1 lJ 4 P SLIPS • ®1 Q 2-19.Yi5UP511 v I 11 ; • 1 2-1a 11• as EXISTING ' 3 LIPS • 49 ��.n�/,epn/�,AT � LIP OILAPIOAfFDa ,�N O• NMJ WLK4F.AG IM6G GAiM81rN. 2-1e.5'SLPS NPIY PLOATIlL9 �/� GLY.t. VU 4GW GII1 N3V ROAnIH1 OO i - I I a• .-QAC i �':� - i LAN7IJFiN VIMIT OF IWETL r A5 Inns' r DEG. ATEI7 BY SU FOLK n.eAlu,n ENVI hhIlMENTAL NSULTINc C, /12/¢6 AND IFIEO" \ AREA O O IN& � 1Bt•• \, II fnMV!'� 1 t I )) Lf T t•. 1 I r1 1 i •- �' �. I 6,0 FT G 1 /LILY •'-JPYKC N \ 6RAVEi zoNE -1V ANEW RIP RAP "K" WALL MOUNTED "L11 516N DOWNLIGHT5, SOUTHOLD BAY STEP LIGHTS, 13A, BEGA 2294P, q LU , 1556A15 LED, 825 LUMENS,'7 FT HT, SUNSET SITE PLAR g LUMENS, I FTT HT, SUNSET TO TO CLOSING TIME CLOSING TIME FOR ADDITIONAL LIGHTING PLANS 5EE 5HEET5 SCALE: 1" = 40' -Orr 5PE, 5P4, 5P5, BEGA I 1 OASILL NEALBULKH PROPERTY: 64300 Route 25 EAD Greenport, NY 11944 Im MILL CREEK PARTNERS, LLC 142,441 SQ.FT. = 3.27 ACRES LAND UNDER WATER: 57,885 SQ FT ZONING: • SURVEYOR: Hands on Surveying 26 Silver Brook Drive .y Flanders, New York 11901 erasnxs Mnw su. •'.� 1 MM9N VBserwnox ALIXK ne , TN , — i Z i -1V ANEW RIP RAP "K" WALL MOUNTED "L11 516N DOWNLIGHT5, SOUTHOLD BAY STEP LIGHTS, 13A, BEGA 2294P, q LU , 1556A15 LED, 825 LUMENS,'7 FT HT, SUNSET SITE PLAR g LUMENS, I FTT HT, SUNSET TO TO CLOSING TIME CLOSING TIME FOR ADDITIONAL LIGHTING PLANS 5EE 5HEET5 SCALE: 1" = 40' -Orr 5PE, 5P4, 5P5, BEGA I 1 r-.- TAX -MAP M 1000-56-0.1-4: 1 "� _OPERTY LEASED BY MILL a GREEK PARTNERS 5/1/12 (SEE LEASE AGREEMENT FOR •` _ ADDITIONAL INFORMATION) _ ---' MD NIM ORYfF \ PWNCIPI PROPS S1113 LLC JJ Tap I '•. 't \ \ 1 ANEW RIP RAP PARKING TOTAL 123 I ' I 1 1•'I :" i III wenAxx 1 __-___-_- ___ _______- - - 7N�EY7 DOGIG ) BUIN6 . BOAT YARD (star go of j boats and tr,ollers) FPE5M1YAi9i wnuxm .� LANDWARD LIMIT OF FRESHWATER WETLANDS AS DELINEATED BY SUFFOLK ENVIRONMENTAL CONSULTIN6, IMG. 4/12/06 AND VERIFIED ON 5/25/11 1 MATCH LINE SEE SHEET SP 3� i MATOH LINE SEE SHEET SP 4 I I–FLOOD ZONE` , LINE \ -GLAD B0 HRe IPPMAM 1 K.LE)91bAD rANN! - R=1003.63' L=292.75' (TIE LINE ALONG MEAN HIGH WATER MARK) SCTM # 1000.56-07-02 PROPERTY: 64300 Route 25 \-------- Greenport, NY 11944 Im MILL CREEK PARTNERS, LLC SITE: 142,441 SQ.FT. = 3.27 ACRES LAND UNDER WATER: 57,885 SQ FT ZONING: • SURVEYOR: Hands on Surveying 26 Silver Brook Drive 1 Flanders, New York 11901 p 1 DATED 6122111 I Z Z i a W \� II F- V 44 O J � .1 Zj LU .t raexwnml ., 52 II 1 W W 2 V a0 ze Jam• � �� w O O u ••1 7 W•���e II aF• 'u� 90 We Of NEW PO y2eGy �. STEF7 92ir 079 c�S �\ PROJ T NO: 1110 DRAWN BY: UT CHECKED BY: NS DATE: March 2, 2012 SCALE: V. = 40'-0" SHEET TITLE: SITE PLAN SHEET NO: r-.- TAX -MAP M 1000-56-0.1-4: 1 "� _OPERTY LEASED BY MILL a GREEK PARTNERS 5/1/12 (SEE LEASE AGREEMENT FOR •` _ ADDITIONAL INFORMATION) _ ---' MD NIM ORYfF \ PWNCIPI PROPS S1113 LLC JJ Tap I '•. 't \ \ 1 ANEW RIP RAP PARKING TOTAL 123 I ' I 1 1•'I :" i III wenAxx 1 __-___-_- ___ _______- - - 7N�EY7 DOGIG ) BUIN6 . BOAT YARD (star go of j boats and tr,ollers) FPE5M1YAi9i wnuxm .� LANDWARD LIMIT OF FRESHWATER WETLANDS AS DELINEATED BY SUFFOLK ENVIRONMENTAL CONSULTIN6, IMG. 4/12/06 AND VERIFIED ON 5/25/11 1 MATCH LINE SEE SHEET SP 3� i MATOH LINE SEE SHEET SP 4 I I–FLOOD ZONE` , LINE \ -GLAD B0 HRe IPPMAM 1 K.LE)91bAD rANN! - R=1003.63' L=292.75' (TIE LINE ALONG MEAN HIGH WATER MARK) SCTM # 1000.56-07-02 PROPERTY: 64300 Route 25 ADDRESS Greenport, NY 11944 OWNER: MILL CREEK PARTNERS, LLC SITE: 142,441 SQ.FT. = 3.27 ACRES LAND UNDER WATER: 57,885 SQ FT ZONING: M -II SURVEYOR: Hands on Surveying 26 Silver Brook Drive W Flanders, New York 11901 LICENSE #050363 DATED 6122111 PARKING REQUIREMENTS RESTAURANT: 1 SPACE PER 3 SEATS OR 1 SPACE PER 100 SF OF FLOOR AREA WHICHEVER IS GREATER TOTAL SEATS CALCULATION: INTERIOR -180 SEATS = 60 SPACES SQUARE FOOTAGE CALCULATION: FIRST FLOOR PUBLIC AREAS: 3,117 SF 1100 = 31.17 SPACES SECOND FLOOR PUBLIC AREA: 2,509 SF 1100 = 25.09 SPACE TOTAL 56.25 SPACES THE TOTAL NUMBER OF PARKING SPACES IS GREATER WHEN THE CALCULATION IS BASED ON THE TOTAL NUMBER OF SEATS, THEREFORE 60 SPACES WOULD BE REQUIRED. MARINA: 1 SPACE PER BOAT SLIP 50 BOAT SLIPS = 50 SPACES TOTAL PARKING SPACES REQUIRED: 110 SPACES w/ 5 HC ACCESSIBLE ' i TOTAL PARKING SPACES PROVIDED: 123 SPACES w15 HC ACCESSIBLE BOAT SLIPS MARINA: 1 I (6) 18.5' WIDE SLIPS (16) 13.5' WIDE SLIPS (28) 10.0' WIDE SLIPS EXISTING BOATIi SLIPS 50 SLIPS PROPOSED BOAT SLIPS: 50 SLIPS NOTE: PORTABLE PUMP -OUT STATION WILL BE AVAILABLE ON-SITE FOR ALL VESSELS HARBORED 'IN THE MARINA. THIS CONDITION SHALL BEI FULFILLED BY KEEPING AN ACTIVITY AND MAINTENANCE LOG FOR THE PORTABLE PUMP -OUT 1 DRAINAGE CALCULATIONS: (DW) "A" ROOF STRUCTURE & ENTRY DRIVEWAY ROOF AREA: DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW) "A" 6,555 SF x (2112 FT) x 1.0 111943 CU. FT. ENTRY DRIVEWAY; 1, DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW) "A" 10,374 SF x (2112 FT.) x 0.9 = 1556 CU. FT. USE: (6) 10' DIAMETER x 6' HIGH POOL (6) 10' X 6' STORM DRAIN RING = 2463 CU. FT. USE: (8) 10' DIAMETER x 4' HIGH POOL (8)10' X 41 STORM 9RAIN RING - 2189 CU. FT. PROVIDED REQUIRED 4652 CU. FT. > 2499 CU. FT. (DW) "B" DRIVEWAY PARKING AREA 1' DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW) "B" 46,586 SF x (2112 FT.) x 1.0 = 7765 CU. FT. USE: 10' DIAMETER x 114' HIGH POOL, OR IUSE: (21) 10' DIAMF,TER�x 4' HIGH POOL '(21) 10' X 4' STORM ))RAIN RING = 5747,CU. FT. USE: (21) 10' DIAMETER SOLID WALL DOMES (21) 10' SOLID WALL DOMES= 2282 CU. FT. PROVIDED REQUIRED 8029 CU.I FT. > 7765 CU. FT. CUT & FILL CUT = 690 cubic yards FILL =279 cubic yards SITE PLAN APPROVAL ( REVISIONS: May 23, 2012 ADJACENT PROPERTY July 9, 2012 BOATYARD Aug 22, 2012 SANITARY SYSTEM REV AUG 29 2012 BOAT tfARD RELOCATE Dec 6, 2012 DEAD END ACCESS ROAD Jan 22, 2013 REVISED PARKING Jan 29, 2013 REVISED LIGHTING March 20, 2013 Q N Y �Z n(Jr ea W ZZ O I� Z PARKING REQUIREMENTS RESTAURANT: 1 SPACE PER 3 SEATS OR 1 SPACE PER 100 SF OF FLOOR AREA WHICHEVER IS GREATER TOTAL SEATS CALCULATION: INTERIOR -180 SEATS = 60 SPACES SQUARE FOOTAGE CALCULATION: FIRST FLOOR PUBLIC AREAS: 3,117 SF 1100 = 31.17 SPACES SECOND FLOOR PUBLIC AREA: 2,509 SF 1100 = 25.09 SPACE TOTAL 56.25 SPACES THE TOTAL NUMBER OF PARKING SPACES IS GREATER WHEN THE CALCULATION IS BASED ON THE TOTAL NUMBER OF SEATS, THEREFORE 60 SPACES WOULD BE REQUIRED. MARINA: 1 SPACE PER BOAT SLIP 50 BOAT SLIPS = 50 SPACES TOTAL PARKING SPACES REQUIRED: 110 SPACES w/ 5 HC ACCESSIBLE ' i TOTAL PARKING SPACES PROVIDED: 123 SPACES w15 HC ACCESSIBLE BOAT SLIPS MARINA: 1 I (6) 18.5' WIDE SLIPS (16) 13.5' WIDE SLIPS (28) 10.0' WIDE SLIPS EXISTING BOATIi SLIPS 50 SLIPS PROPOSED BOAT SLIPS: 50 SLIPS NOTE: PORTABLE PUMP -OUT STATION WILL BE AVAILABLE ON-SITE FOR ALL VESSELS HARBORED 'IN THE MARINA. THIS CONDITION SHALL BEI FULFILLED BY KEEPING AN ACTIVITY AND MAINTENANCE LOG FOR THE PORTABLE PUMP -OUT 1 DRAINAGE CALCULATIONS: (DW) "A" ROOF STRUCTURE & ENTRY DRIVEWAY ROOF AREA: DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW) "A" 6,555 SF x (2112 FT) x 1.0 111943 CU. FT. ENTRY DRIVEWAY; 1, DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW) "A" 10,374 SF x (2112 FT.) x 0.9 = 1556 CU. FT. USE: (6) 10' DIAMETER x 6' HIGH POOL (6) 10' X 6' STORM DRAIN RING = 2463 CU. FT. USE: (8) 10' DIAMETER x 4' HIGH POOL (8)10' X 41 STORM 9RAIN RING - 2189 CU. FT. PROVIDED REQUIRED 4652 CU. FT. > 2499 CU. FT. (DW) "B" DRIVEWAY PARKING AREA 1' DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW) "B" 46,586 SF x (2112 FT.) x 1.0 = 7765 CU. FT. USE: 10' DIAMETER x 114' HIGH POOL, OR IUSE: (21) 10' DIAMF,TER�x 4' HIGH POOL '(21) 10' X 4' STORM ))RAIN RING = 5747,CU. FT. USE: (21) 10' DIAMETER SOLID WALL DOMES (21) 10' SOLID WALL DOMES= 2282 CU. FT. PROVIDED REQUIRED 8029 CU.I FT. > 7765 CU. FT. CUT & FILL CUT = 690 cubic yards FILL =279 cubic yards SITE PLAN APPROVAL ( REVISIONS: May 23, 2012 ADJACENT PROPERTY July 9, 2012 BOATYARD Aug 22, 2012 SANITARY SYSTEM REV AUG 29 2012 BOAT tfARD RELOCATE Dec 6, 2012 DEAD END ACCESS ROAD Jan 22, 2013 REVISED PARKING Jan 29, 2013 REVISED LIGHTING March 20, 2013 Q Y �Z 0 li O W ZZ O Z Z i a W �W/ 0 I.I. F- V 44 O J � Zj LU IL LU W W W 2 V a0 ze Jam• � �� w O O u W J• i 7 W•���e a n 0 Lu u n aF• 'u� 90 We Of NEW PO y2eGy �. STEF7 92ir 079 c�S �\ PROJ T NO: 1110 DRAWN BY: UT CHECKED BY: NS DATE: March 2, 2012 SCALE: V. = 40'-0" SHEET TITLE: SITE PLAN SHEET NO: SP2 EXI5TIN6 CONCRETE BE REMOVED PRO .-- OVERHEAD WII EXISTIN6 UTILITY POLE EXI5TING WATER SERVICE EXISTIN6 DRYWELLS (DW "All) (6) 10' DIA OFT DEEP DUMPSTER LOCATION WITH O FT H16H PRIVACY FENCE NEW STONE VENEER AALL— HEN UNDERSROl :TRIM AND UTILITY LINES )NEW ELEC METERS )'ON BUILDING FACE EXISTIN6 UTILITY POLE j TO BE REMOVED .X//STING BANK OF ELEO—'� ETERS TO BE REMOVED EXISTING POST, t RAIL FENCE I NEW DOCK AGGE55 -- Il IAAMP. STAIRS < DECK MAIN EXISTIN6 (STATE NEW—I FRAIL IEA FLOATING IW LOW SILL BULKHEAD ISTINE, UTILITY ULE NYT-0505 I MEAN NIGH 1 RATER MARK, FLOOD ZONE LINE OF BANK - 5,151 SF AREA OF DISTURBANCE (ON SITE)\ MATCH LINE SEE SHEET SWPP 22__ MATCH LINE SEE SHEET SWPPR\3 I EXISTIN6 UTILITY POLE LIL-53C� WI j " FLOOD ZONE LINE FLOOD I 1 � -'W,WOODEr EXISTIN6 VE6ETA7ION TO REMAIN � ) FLOOD ZONE AE MLI) 1 -/ 6B] 517E AtY MEAN H16H RATER MARK' \� I LANE 'F•REI DILAPIDATED POST 4 RAIL FENCE I 1 1 SCA" \ EXI5TIN6 BANK TO REMAIN - NON 0 ENVI IND16ENOU5 MATERIAL (IE.: I BRICKS) TO BE REMOVED, PLANT ELECTRIC DISTURBED AREAS WITH •'" 5X25 AMERICAN BEACH SRA55 (AS )\ PER DEC REQUIREMENTS) 1 / AD TO BE REMOVED o. OF EXISTIN6 UTILITY SITFJ WI j " POLE NYT-551 AD NEV- ENLARGED SITE PLAN NORTH, 20th scale 1 � -'W,WOODEr SWPPP 4 � ) EDGE OF II CLEARING -/ 6B] 517E AtY NEW ENTRY---, I % \� I LANE 'F•REI QURB NEW Cb APRON TONE 0EL7 1 SCA" \ 1 0 ENVI Zz ELECTRIC ( `• •'" 5X25 '1MET* H FRA ? )\ O pa IW q ` I 4,803 SF 1 OF A „j f ( ' ry 51 NEW Y , y(p IC •�' NEIN\ a•,, U / NFyy PA I TI41�R ' GURpkL IY ENTRY , D ' A r, I . EXIST NOD LLSk w5 171-125 (oMIT'I Q B) I DIA 1 1F �. 4FT D FLOOD ONE .;DA I GLEAfll 1 TINE I 7NE X URB a V OIL 2EDGE B ' F I�VEWAY 1 i, PASTI DlIE AFL6) VEL A X , IVEW4 I Iii BW I L\� Z AREA OF DREDGING y.— EXISTIN6 BANK O j REMAIN - N LNDI&ENOUS MATERIAL (IE.: BRICKS) TO Be REMOVED, PLANT --� 6571URBED AREAS WITH r --- AMERICAN BEACH 41 J . GRASS L--- 1 'FLOATING DOCKS TO BE REMOVED •' 41 • MEAN 111614� WATER MARK _ NEW PILIN65�r NEW FLOATING DOCK IW LOA • SILL BULKHEAD AREA OF DREDC71 PROPOSED NEWS • DOCK MA5TER BUILDING • FF ELEV +82' • EXISTIN6 MARINA' G 50 BOAT 5LIP5 r •' NEW DOCK AGGE55 - RAMP 2 DECK •-ANEW PILIl Cj —NEW FLOAlIN DOCK W/ LOW • SILL BULKHEAD -�5TIN6 BANK TO REMAIN •� NON IND16ENOUS MATERIAL _ (I.E., BRICKS) TO BE _DYED, PLANT DISTURBED AREAS WITH AMERICAN BEACH ORAS" • ��', TO BE REMOVED. 11 AREA OF DRE1261N6 _. _ - I I A, I 1 ANK - B DILAPIDATED WOOD BULKHEAD`•, (` I I NEW FLOATING DOCK W/ ) „I\ LOW 511-1. BULKHEAD EW FLOATING DOCK RELOCATED Ol NDOCK- I' TEMPORARILY DURING, AGGE55 i CONSTRUCTION OF NEW LOW SILL BULKHEAD AND DREDGING OF BOAT II All.-- BASIN BOTTOM 46E OF WATER MEAN - _----- I HIGH WATER MARK -/'P------IV TOP ZqF j I -� EXISTINSLNK TO REMAIN - I I 11 1 j 8' gP' "B NON INDIl MATERIAL I' I ` I 6R/y I'll,I FLOOD ; OV.: BRICKS) TO BE I �� PICNIC`fiREA ZONE.X'___ ------ REMOVED, PLANT DISTURBED A 5 WITH AMERICAN I \ \ _ �'%� ----' FLOOD ZONE GRAVEL 5URF'J•LE .—+�— I � BEACH 68155 I � '\ VE (ELIC) �`'\ INEW LOW SILL `:, ` ,\ I ' %p T ` — , BULKHEAD„ \,�4,`� ', \ , % --- S17400* - I � •,4 TEa% I H�cHw, • 00* NEW RIP RAP � �72 I NEW RIP RAP SOUTHOLD BAY ,BTT 5P AREA DISTURBANCE (OFF SITE) 1 AREA O)F \ 0,211 SF AREA 015TLWZANCE DRED61NV6 DREDGE Ti 0 6 11MDEI2WATER DREDGING - LIMIT OF \ FEET AT HEM 1 TOTAL ON AND OFF SITE) DREDGING 7 %//// AATER LIMIT OFED6INO DR I :IMIT L8 b ;;;` \ yOS AS \11 BYY SU SU17 FOLK fAL G Ni5ULTIN6, AND RIFIED'-ON I IFRESHWATER ' WERANDs OF FRESHWATER WETLANDS LAND NOW C PRINCIPI PRI 1 i I SHEET SWPPP 2 SHEET SWPPP 3 J , FRESHWATER WETLANDS LANDWARD LIMIT OF FRESHWATER WETLANDS AS DELINEATED BY SUFFOLK ENVIRONMENTAL CONSULTING, IMG. 4/12/06 AND VERIFIED ON 5/25/11 .I J I �S I i 1 11 • .I I 1 ( 1 I NEINII � TIMBER i CURB I I FLAG. 1 I \ If ZONE ONE L II ZLINE �\ r SITE P SCALE. I" = 40F -0 SCTM # 1000-56-07-02 PROPERTY: 64300 Route 25 ADDRESS Greenport, NY 11944 OWNER: MILL CREEK PARTNERS, LLC SITE: 142,441 SQ.FT. = 3.27 ACRES LAND UNDER WATER: 57,885 SQ FT ZONING: M -II SURVEYOR: Hands on Surveying 26 Silver Brook Drive Flanders, New York 11901 LICENSE #050363 DATED 6/22/11 TOTALLAND DISTURBANCE: 97,927 SQ FT OFF SITE LAND DISTURBANCE: 33,624 SQ FT 5 ON SITE LAND JUN 2 6 2012 DISTURBANCE:64,303 SQ FT ON SITE-------_- J / UNDERWATER m uild T,wn DISTURBANCE: 68,217 SQ FT TEST HOLE BY MARK McDONALD GEOSCIENCE SOUTHOLD, NEW YORK 11971 NO SCALE WATER IN BROWN FINE 78 F7, TO COARSE SAND SW COMMENTS: WATERENCOUNTERED 6.4' BELOW SURFACE, ELEV+1.8' DRAINAGE CALCULATIONS (DW) "A" ROOF STRUCTURE & ENTRY DRIVEWAY ROOF AREA: DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW) "A" 6,555 SF x (2112 FT.) x 1.0 = 943 CU. FT. ENTRY DRIVEWAY: DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW) "A" 10,374 SF x (2112 FT.) x 0.9 =1556 CU. FT. USE: (6) 10' DIAMETER x 6' HIGH POOL (6) 10'X 6' STORM DRAIN RING= 2463 CU. FT. USE: (8) 10' DIAMETER x 4' HIGH POOL (8)10' X 4' STORM DRAIN RING = 2189 CU. FT. PROVIDED REQUIRED 4652 CU. FT. > 2499 CU. FT. (DW) "B" DRIVEWAY PARKING AREA DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW) "B" 41,788 SF x (2/12 FT.) x 1.0 = 6965 CU. FT. USE: 10' DIAMETER x 92' HIGH POOL, OR USE: (19) 10' DIAMETER x 4' HIGH POOL (19)10' X 4' STORM DRAIN RING = 5200 CU. FT. USE: (19) 10' DIAMETER SOLID WALL DOMES (19)10' SOLID WALL DOMES = 2065 CU. FT. PROVIDED REQUIRED 7265 CU. FT. > 6965 CU. FT. SITE PLAN INDEX SWPPP 1 SITE PLAN, 40th scale SWPPP 2 ENLARGED SITE PLAN NORTH, 20th scale 1 � ENLARGED SITE PLAN SOUTH, 20th scale SWPPP 4 DETAILS AND NOTES SWPPP 5 SECTIONS THRU MARINA BASIN SWPPP 6 ENLARGED LANDSCAPE SITE PLAN �Z Li 0 0 I Zz W I O pa q ` Z Q —` Q W //�� VI W O a V I oLU J ,1 Z W W 2 ,W,^^ V eGz to Q• J�•o0 z W •� z� 7 W• e� r2 Lu Iq � M rA OF NEN.I STEF�b92,(, , • FOs 0 795 G II E R J NO: 1110 I SHEET SWPPP 2 SHEET SWPPP 3 J , FRESHWATER WETLANDS LANDWARD LIMIT OF FRESHWATER WETLANDS AS DELINEATED BY SUFFOLK ENVIRONMENTAL CONSULTING, IMG. 4/12/06 AND VERIFIED ON 5/25/11 .I J I �S I i 1 11 • .I I 1 ( 1 I NEINII � TIMBER i CURB I I FLAG. 1 I \ If ZONE ONE L II ZLINE �\ r SITE P SCALE. I" = 40F -0 SCTM # 1000-56-07-02 PROPERTY: 64300 Route 25 ADDRESS Greenport, NY 11944 OWNER: MILL CREEK PARTNERS, LLC SITE: 142,441 SQ.FT. = 3.27 ACRES LAND UNDER WATER: 57,885 SQ FT ZONING: M -II SURVEYOR: Hands on Surveying 26 Silver Brook Drive Flanders, New York 11901 LICENSE #050363 DATED 6/22/11 TOTALLAND DISTURBANCE: 97,927 SQ FT OFF SITE LAND DISTURBANCE: 33,624 SQ FT 5 ON SITE LAND JUN 2 6 2012 DISTURBANCE:64,303 SQ FT ON SITE-------_- J / UNDERWATER m uild T,wn DISTURBANCE: 68,217 SQ FT TEST HOLE BY MARK McDONALD GEOSCIENCE SOUTHOLD, NEW YORK 11971 NO SCALE WATER IN BROWN FINE 78 F7, TO COARSE SAND SW COMMENTS: WATERENCOUNTERED 6.4' BELOW SURFACE, ELEV+1.8' DRAINAGE CALCULATIONS (DW) "A" ROOF STRUCTURE & ENTRY DRIVEWAY ROOF AREA: DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW) "A" 6,555 SF x (2112 FT.) x 1.0 = 943 CU. FT. ENTRY DRIVEWAY: DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW) "A" 10,374 SF x (2112 FT.) x 0.9 =1556 CU. FT. USE: (6) 10' DIAMETER x 6' HIGH POOL (6) 10'X 6' STORM DRAIN RING= 2463 CU. FT. USE: (8) 10' DIAMETER x 4' HIGH POOL (8)10' X 4' STORM DRAIN RING = 2189 CU. FT. PROVIDED REQUIRED 4652 CU. FT. > 2499 CU. FT. (DW) "B" DRIVEWAY PARKING AREA DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW) "B" 41,788 SF x (2/12 FT.) x 1.0 = 6965 CU. FT. USE: 10' DIAMETER x 92' HIGH POOL, OR USE: (19) 10' DIAMETER x 4' HIGH POOL (19)10' X 4' STORM DRAIN RING = 5200 CU. FT. USE: (19) 10' DIAMETER SOLID WALL DOMES (19)10' SOLID WALL DOMES = 2065 CU. FT. PROVIDED REQUIRED 7265 CU. FT. > 6965 CU. FT. SITE PLAN INDEX SWPPP 1 SITE PLAN, 40th scale SWPPP 2 ENLARGED SITE PLAN NORTH, 20th scale SWPPP 3 ENLARGED SITE PLAN SOUTH, 20th scale SWPPP 4 DETAILS AND NOTES SWPPP 5 SECTIONS THRU MARINA BASIN SWPPP 6 ENLARGED LANDSCAPE SITE PLAN SWPPP APPROVAL PHASE 2 G a Y �Z Li 0 0 O� Zz W O pa Z Q —` Q W //�� VI W O a V oLU J Z W W 2 ,W,^^ V eGz to Q• J�•o0 z W •� z� 7 W• e� r2 Lu M rA OF NEN.I STEF�b92,(, FOs 0 795 G E R J NO: 1110 DRAWN BY: UT CHECKED BY: NS DATE: June 22, 2012 SCALE: 1" = 40'-0" SHEET TITLE: SWPPP OVERALL SITE PLAN SHEET NO: SWPPP 1 EXISTING CONCRETE WALL TO BE REMOVED PROVIDE NEW STONE VENEER WALL WITH NEW PEDESTRIAN ENTRY STAIRS OVERHEAD WIRES EXISTING UTILITY - POLE NYT-a50 PERMANENT STORM WATER--� RUNOFF CONTROL MEASURE: EXISTING DRYWELLS (DW "A") (6) 10' DIA &FT DEEP EXISTING WATER SERVICE -- NEW UNDERGROUND— ELECTRIC AND UTILITY LINES NEW STONE VENEER WALL NEW TERRACE AND RAMP 43 GY OF FILL NEW ELEG METERS ON BUILDING FACE PERMANENT STORM WATER RUNOFF CONTROL MEASURE: EXISTING DRYWELL (DW "A") 1O'DIA OFT DEEP TEMPORARY STORM WATER - RUNOFF CONTROL MEASURE: PROPOSED HAY BALES $ SILT FENCE DURING CONSTRUCTION SEE DETAIL KRVLTDWv y MAIN NEW \(STATE G RAIILL NEW ELEGTRIO METER H FRAME ROp,D ROUTE 25) EXISTING UTILITY POLE NYT-851 ACE55 WITH IIO NEW ENTRY CURB AND COBBLE57ON! naannl OVERHEAD UTILITY r. 1 ' � 1 / IPA ess_, \\ \ r r SEDGE OF EXISTING LAND R�4Q" LIN OLEARIN_G_____,\ ! pELIN6 TED Bn r \ '�6ONSULTIt1G, A WOODED'IAREA 1 ^ i, � , r i ' • ` `\ 1 T PLANTER (TOP501L`J c') q 1 PLANTER (TOP501L) 1 �� !,� ( , �� -- , 1 ` .°-�-f` CD O ' I�A��/ i �_,< `EA5T G� 7�f`- _/ , W/ PITCH DM Z Z S S M R MAIM .y� At/ ��I B OIL S 1I ITCH / /PITCH BLUESTONE 1 DRIVEWAY 1 LAN 1 z T DN14 1 L-- 1 OP�I I I ` 8b' R NATER T METER LANTE u u 1 1 O 'FE RAGE-RAIMP— 1— —RAMP 0 ----------�� \ DDWN PI`S m PI�HI EXISTINC7 (TLQSTL)8.A. 6' FRAME T 8V B I.L)I I ti^ ,1 I pp AIIpI,'M/��N :j', A") FIN FIRST FLOOR = EL, 13 NEW PITGt EASEMENT SLAB _ .EL. 5.48. .. PLANTER 1 .9 BLUESTO : (TOPSOIL) vg DRIVEWAY IL 1 � am NTER (TOAP504L) 1 + 7�NENI nrLOATING :i70GK 1 LIMIT OF CLEARING \\ , 1 1 TI m (DW "A") 7f:1��'�► o� SILT ��I1I �� II a� 1\ o_ u � WAn 'ASUI 1.5 a SEE D� ;) AREA PERM f '"d CONTROL MEAS RE NEW HANDICAPPED I WITH , 5T IRON GRATE FOR INWATER RUNOFF ° ACCESSIBLE DOCK ARKING SURFACE NEW DOCK ACCESS -RAMP, I j, I ACCESS - RAMP # DECK �'A - STAIRS S DECK O _ I EXISTING MARINA —_-- ZZ 0 0d Z EXISTING BANK TO REMAIN - a Z NON INDIGENOUS MATERIAL (I.E.: p BRICKS) TO BE REMOVED' 1 I I _ PLVT DISTURBED AREAS WITH - N W �- AMERICAN BEACH 6RA55 (AS GG MEAN HIGH WATER r J PER DEG REQUIREMENTS) Q MARK I 'J ° W J a Z �----- 5 W WT TEMPORARY STORM WATER y i 1 - - - RUNOFF CONTROL MEASURE: ° r- - i — NEW FLOATING I _ — — _ PROPOSED HAY BALES $ � — — - DOCK W/ LOW O ° SILT FENCE DURING _ I :_ SILL BULKHEAD i R r2 W• j Q I—• CONSTRUCTION 5EE DETAIL 7 N N• 0 of NEVV yo 54F'O��.STEF� 1 2 ° a 07795 �` G cs� N� n MEAN HIGH ROJE Lu DRAWN BY: UT r — — — WATER MARK _ June 22, 2012 SCALE: .----NEW PILIN65--.° 7" = 20'.0" TOP OF BANK 0 I � TOP OF BANK SITE PLAN NORTH SHEET NO.: I ij 2 ° NEW FLOATING ' - DOCK W/ LO w _W - - SILL BULKHEAD I 1 MATCH LINE 1 LIMIT OF CLEARING \\ , 1 1 TI m (DW "A") 7f:1��'�► o� SILT ��I1I �� II a� 1\ o_ u � WAn 'ASUI 1.5 a SEE D� ;) AREA PERM NENT 5TORM WA R RUM CONTROL MEAS RE NEW D YWELL5 (DW "B") WITH , 5T IRON GRATE FOR INWATER RUNOFF FROM ARKING SURFACE TYPICAIL I FRESHWATER WETLANDS ED NEW SEPTIC FOR NEW DOCK 5 BUILDING \ : 7'" = iI CH LINE Li 'AL PHASE 2 Q Z Y O ~W ZZ 0 0d Z a Z Z Q W N W o GG Q O 'J W J a Z W WT W i W J��rc � W•tzi uis i R r2 W• Q I—• ue N N• of NEVV yo 54F'O��.STEF� c 2 a 07795 �` G cs� N� n ROJE 0: 7770 DRAWN BY: UT CHECKED BY: NS DATE: June 22, 2012 SCALE: 7" = 20'.0" SHEET TITLE: SWPPP ENLARGED SITE PLAN NORTH SHEET NO.: SWPPP 2 IVIAI UN LiNt I � I 1---- _ I ° PROP05ED NEW DOCK MASTER BUILDING k _i FF ELEV +6.2'o EXISTING VEGETATION r pITGH TO REMAIN I "I NEW DOCK ACCESS D �� RAMP # DECK L — _ — I {: I}� ph "B'\ MEAN HIGH WATER I I - o ° I t MARK' I. EXISTING DILAPIDATED F057 # RAIL FENCE TO I I NEW FILINGS---' REMAIN 1 I o..dd I I I NEW FLOATING 3' r DOCK Al LOW ° a -- — ° SILL BULKHEAD I f J - EXISTING DILAPIDATED ° — ° WOOD BULKHEAD TO BE REMOVED / EXISTING BANK TO REMAIN o NON INDIGENOUS MATERIAL (I.E.: 4 II' $ --————- BRICKS) TO BE REMOVED, _ --o -4'4-AN7 DISTURBED AREAS WoITH X\lb ¢F AMERICAN BEACH 6RA55 (AS ��[I� PER DEC REQUIREMENTS) Vj o TEMPORARY STORM WATER I RUNOFF CONTROL MEASURE: PROPOSED HAY BALES # SILT FENCE DURING Oc=) - — — _ T T _ CONSTRUCTION SEE DETAIL ocs Nt / I o I I o I t I I Io EXISTING MARINA_ TEMPORARY TURBIDITY CURTAIN o INSTALLED ON RELOCATED FLOATING. DOCK IN BOAT BA51N DURING _ CONSTRUCTION OF NEW LOW 51L 'y DILAPIDATED BULKHEAD AND DREDGING OF BOAT WOOD BULKHEAD N 5A51N BOTTOM TOP OF BANK— NEN ANK NEW PERMANENT PLANTN65: FLOATING DOCK� AMERICAN BEACH # NEW DOCK -- RELOCATED LARGE ORNAMENTAL ACCESS TEMPORARILY DURING I J GRASSES -` CONSTRUCTION OF NEW LOW SILL BULKHEAD AND DREDGING OF BOAT BA51N BOTTOM I - ----_ -_ -- TOP -OF -BANK r EDGE OF WATER, , (T.3'i'b + •'•"+ � •'• ' ' ' MEAN HIGH WATER MARK zl I ::•%'/ EXISTING BANK TO REMAIN - NON ° g; IND16FN US MATERIAL (I.E.: BRICKS) I TO BE R MOVED, PLANT DISTURBED 1, GRAVEL PIY�NIG AREAS WIT AMERICAN BEACH GRASS I \ AREA 50'xlO (A PER DEG REQUIREMENTS) I oc• �\ . GRAVEL SURFACE\h I I NEW LOW SILL BULKHEAD I I � I = t = TEM�ORARY STORM WATER ` \4 y RUNOFF CONTROL MEASURE: \ , PII HAY BALES # I \ \2 ,, o SILT FENCE DURING \ tGON TRUGTION SEE DETAIL 1 I I o 0 NE I LIMIT OF--�� DREDGING \ AREA OF DREDGING \ DREDGE TO 6 FEET AT MEAN LOW WATER LIMIT OF DREDGING '��HWIA RMARK S 27 pp° VN 117 •p0� AREA OF FILL, 200 GU YD5 RIP RAP plTrn EW VEL Q D WAY �_ ' T n 1 g PITC , O ' S T '0 \ pITGH\ PITC B�, I = T I •' I I \\ ITCH B S' PROPOSED NEW SEPTIC ` ` SYSTEM FOR\NEW DOCK MASTERS BUILDING AREA OFLEARI (SHOWN HATGHEi7) I H 1'7,100 5F,' LIMIT OF ` CLEARING \ \ T I � � WOODED AREA I jI ' TE CRARY STORM WATE PI / RUN FF CONTROL MEA5UF T / PRO SED HAY BALES # �•O / SILT NCE DURING CONST CTION SEE DETAIL . I , I , I MANENT STORM WATER OFF GONTRO MEASURE: W DRYWELL5 (DA "B") fH CAST IRON &RATE FOR JNWATER RUNOFF FROM ,RKING SURFACE TYPICAL MATCH LINE r i FRESHWATER WETLANDS I I I NE OF EXISTING AVING � LANDWARD LIMIT OF FRESHWATER WETLANIDS AS DELINEATED BY SUFFOLK ENVIRONMENTAL I CONSULTING, IMG. 4/12/06 AND VERIFIED ON 5/23/11 7WRUG ION AGING , EP ' I ' I I 'I I I I I I I I I LIMIT OF NEW PE EXISTING CONTOURS 7 • , T 't' ' ' AMERIG,N H # + iB3EEAAC�� LARGE ORNAMENTAL 69ASSES NEW GRAVEL'Cn'', :::::::':::':' DRIVEWAY �' ATEA OF CLEARING Nal DW (5HOWN HATCHED) o_, + XX _/ DIN B' I-1,1700 SF i — — 15 NEJA PERMANENT PLfANTING5: 9T5, , "AMERICAN BEACH f ' 9 LARGE ORNAMENTAL GRASSES I I '0 i� NEW GUARD RAIL LIMIT OF HOODED AREA CLEAKINSx .. : TEMPORARY STORM WAT€R----------------------------------------------- +,?•.':..''?•:.':.'::::.•.•::.;.:;.., , . �+! RUNOFF_GIINTRfULTI•EASURE: -----'--- -- _--'- a ------------------------------------------------------------ ---- �� POSED HAYBAL-E5 � ::,+• .:• TfENG@ DURING _-- ;;: CO TION AIL MEAN HIGH WATER MARK AS OBSERVED ON 5/1/06 2 AREA OF FILL, 200 GU YD5 i TOP OF BANK TEMPORARY DEWATERING SITE 35'x60' FOR TEMPORARY HOLDING NEW RIP RAP OF DREDGE SPOILS DURING DREDGING OF MARINA BASIN NEW PERMANENT PLANTINGS: GENERAL NOTE: AMERICAN BEACH # ALL PLANTED AREAS LARGE ORNAMENTAL GRASSES (EXCEPT LAWN AREAS, TIDAL BANK5 AND BEACH 6RA55 8 FT WIDE SECTION OF RIP RAP TO AREAS) SHALL HAVE A BE BUILT AS STEPS DOWN TO BEACH COVERING OF MULCH (5" DEEP) ON TOP OF THE SOIL CONSTRUCTION STAGING AREA SOUTHOLD BAY SITE PLAR SCALE. I" = 20, -0 SWPPP APPROVAL PHASE 2 a Z Y 0 °aW O ZZ 0 0d Z a_ Z a W to W o v a o J W J a Z w w TW i al z Ja• a& W J•W��� D W• R „ < n 2w• a 0 QF• o= u� U) N• OF NEVVI,O o»s P OJEb 1110 DRAWN EW: UT CHECKED BY: NS DATE: June 22, 2012 SCALE: 1" = 20'-0" SHEET TITLE: SWPPP ENLARGED SITE PLAN SOUTH SHEET NO.: SWPPP 3 TYPICAL DOME N.T.S. 'OF PAVEMENT STONE -TRAFFIC, SLAB OR DOME W/ sRATE (SEE PLANS FOR LOCATIONS) /�' /moi ►�I 1�I 1�1 1�/ 1�1 ��/ �/ Contractor: Burger Construction °aW POLLUTION CONTROL MEASURES In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment /�' /�� /moi ►�� 1�1 1./ ISI Imo/ '.1 /�' IM /moi /.1 1.1 Q Z /a all /M4 10 1-1 Z a M11 all 1M1 1-1 O Y� a 10X( .1 0 o J eEE 91TE PLAN FOR DIM SINGLE STORM DRAINAGE RING SHOWN BACKFILL MATERIAL TO BE GLEAN SAND AND &RAVEL PERMANENT STORM WATER RUNOFF CONTROL MEASURE STORM DRAINAGE RING TYPICAL NO SCALE FILTER OLOTH MIN. 6" BELOW GRADE ARE FENCE W/ FILTER CLOTH F- l GENERAL STORMWATER POLLUTION PREVENTION NOTES SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE Development activities for this project will consist of: 1. Installation of erosion control measures (silt fence barriers, slope stabalization). 2. Installation of the temporary turbidity curtain on the relocated floating dock in boat basin during construction of new low sill bulkhead 3. Construction of a temporary dewatering site (holding of dredge spoils during dredging of marina basin) 4. Clean up of existing bank along boat basin and bay front - non indigenous material (i.e.: bricks) to be removed 5. Dredging of the boat basin and inlet channel bottom 6. Construction of a new stone rip rap embankment and associated fill and grading behind enbankment 7. Construction of the new low sill bulkheading 8. Installation of new pilings and docks in the boat basin 9. Clearing of vegetation in areas shown on Site Plans 10. Installation of drainage structures, underground lines. 11. Installation of remaining erosion control measures (inlet protection). 12. Construction of a new covered roof structure and new entry terrace to the existing building 13. Construction of new exterior decks next to the existing building 14. Interior construction of the existing Main Building 15. Construction of a new Dock Masters building along with new undergound electrical and septic system 16. Construction of new dock access structures from parking areas 17. Construction of new retaining walls as shown on Site Plans. 18. Addition of new parking areas including grading and new parking surfaces and new curbs 19. Renovation of existing parking areas including grading and parking area resurfacing and new curbs 20. Addition of parking area guard rails, light post with lighting 21. New plantings along existing bank at boat basin and as shown on Site Plans 22. Removal of the erosion control measures. o SITE DATA Site Area: 3.27 Acres B Soil Classification: See test hole Receiving Waters: Southold Bay W IL Contractor: Burger Construction °aW POLLUTION CONTROL MEASURES In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment METAL WIRE FENCE 6V FILTER CLOTH AND METAL POSTS 10' MAX SPACING WM1GLE STAKE INTO PREVIOUS BALE Flow e+; ]" REBAR,STEEL PICKETS OR 2° X 2" STAKES 1-1/2" - 2" IN GROUND DRIVE FLUSH W/ TOP OF BALES BOUND HAYBALES (ABUT TO ADJOINING BALE TIGHTLY) HALEBALE TO BE EMBEDDED INTO SOIL MINIMUM OF 4" AND SINDIN&S PLACED HORIZONTALLY WRAP SILT FENCE UNDER HAYBALE AND DRIVE STAKE,THROI TEMPORARY STORM WATER RUNOFF CONTROL MEASURE EROSION & SEDIMENT CONTF control measures including, but not limited to, the following shall be employed during construction A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shall remain undisturbed. B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are exposed. A maximum of 5 acres shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded and stripped areas shall be Ikept stabilized through the use of temporary seeding as required. Seed mixtures shall be in accordance with the soil conversation service recommendations. C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are completed, or if construction on an area is suspended, the area shall be seeded immediately. a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. b. Soil Amendments 1. Lime to ph 6.0 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) c. Seed Mixtures 1. Temporary seedlings a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) installe„ D D Do b. Certified "Aroostook" winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in October/November. 2. Permanent seedlings - See Landscaping plans D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from cleared slopes. E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until construction is complete. F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be removed or cleaned on a daily basis. G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be protected from sediment buiildup through the use of appropriate inlet protection. H. Appropriate means shall be used to control dust during construction. I. Sediment barriers and other erosion control measures shall remain in place until upland disturbed areas are permanently stabilized. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be cleaned and flushed as necessary. J. The owner/operator/contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance measrues are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. The owner/operator/contractor is required to maintain copies of the NOI, SWPPP & General Permit on-site at all times. NOI and General Permit shall be posted al all times. K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as shown on Site Plan along with the placement of dumpsters to control the buildup of debris. The contractor shall periodically clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. L. The contractor must complete the construction sequence schedule in the report with start and end dates. The contractor will report any (required modifications to the SWPPP necessitated by field conditions or construction activities to the Engineer/Architect for revision of the SWPPP where appropriate. JUN 26 _l SWPPP APPROVAL PHASE 2 a ZY °aW co Z Z Z Q Z Z a W yW/ O Y� a v o J Z ILL! W TW i. 0 06 Z• U) Q • p W J• Z W 7 W• 2 a o W• 'V x n U � Q F• U U) Ul OF l O STFF y92,r. 9 0179 P OJ C O: .1110 DRAWN BY: UT CHECKED BY: NS DATE: June 22, 2012 SCALE: No Scale SHEET TITLE: SWPPP DETAILS & NOTES SHEET NO: SWPPP I z MIT', J � O O a O p 0. IL O Z EXISTING BANK TO REMAIN - EXI5TIN6 VEGETATION O REMAIN, NON INDIGENOUS MATERIAL (I.E.: BRICKS) TO BE R�EEMOVED,FL ANT DISTURBED ARtp EACH GRr'ASS AND SPARTINA LT RI IFLO I G LOW 12" EXI5TIN6 BUILDING BEYOND 4IN PIL +10.0 ELEV +0.-15 -LVL MIT', +50 2% PITCH MIN TO � O O _ _ OF MEAN H16H WATER N c Z Z o ad / II• LEVEL OF MEAN 77qV 0 Z ;■ - Nt_LEVEL Z OF MEAN LOW WATER LOW WATER N WN EXIST FLOATING DOCK • EXI5T BOAl E iASIN BOTTOM "C" LON SILL OJ G zc JJj ouj z �ra�1 W W W ------------ " r 08 Z • J�• o�n^ W J, rc z � W. 2 W i N 3 C ry O d1 • 0 Lu. L U ate• �� — SE OF NEIN Or S�PO� � STEF 9�Pr * i 2 �n P 07 G~ S� E ONS ROM'T NO - O: 1110 7 DRAWN BY: UT CHECKED BY: NS DATE: June 22, 2012 SCALE: AS SHOWN PROPOSED T-B-A5IN-66T�TGM- — — MARINA BASIN SECTIONS SHEET NO: SWPPP — — — _ IL _ Ox Qlu BANK w 1 FLOATIN BOAT BASIN SLOPE DOCK VARIES WALKWAY SECTION THRU PROPOSED BANK SCALE: 114" =1' -0" EXISTING BUILDING BEYOND N m EXIST ---------PR67p55EDBOAT BA51 N IN BOTTOM PROPOSED POSTS AND GUARD RAIL PROPOSED TIMBER CURBI -------------- EXISTIIN6 BANK TO REM - EXISTING VEGETATION TO INDIGENO IkA RIA I.E.: BRIG TO BE REDO PLANT IRBED A5 WITH RICAN BEACH 6 5 AND IITINA AL NIFLORA, a 12" OG TOP OF PI IN6 ELEV +0.0 _ QI EXIST F—LO ATIN6 LOATIINCJ DOCK' WALKWAY E06E OF WATER AT MEAN HIGH WATER TOP OF PILING ELEV +10.0 FACE OF NEW BULKHEAD SHEATHING NEW 12" DIA BULKHEAD PILES EXISTING BANK TO REMAIN - EXI5TIN6 VEGETATION TO REMAIN, NON INDIGENOUS MATERIAL (I.E.: BRICKS) TO BE REMOVED, PLANT DISTURBED AREAS WITH AMERICAN BEACH GRA55 AND SPARTINA ALTERNIFLORA, ® 12" OG PROPOSED FLOATING DOCK EXIST FLOATING DOCK NEW 8x8 WHALER NEW TIE -ROD WITH HELICAL — SCREW AT EVERY PILE NEW q" BULKHEAD SHEATHING EXIST 50TTOMT_�__�_�_� ,F�,BRIG'FILTpFk GL�;TH L�1DWARV \ OF,1NEW 5+EATH� Xi xi * k F /ROPQSED 8OTTOK ^ / ^ > PARTIt AL ERNIFL 1.2 OG I 7 m 4 I 7///\�///V \/X BE DfP, \ \ \ \ \ \ \\ / / C SECTION THRU LOW SILL BULKHEAD TEMPORARY STORM WATER RUNOFF PROPOSED GRADING: CONTROL MEASURE: PARKING SURFACE B PROPOSED HAY BALES & SILT FENCE SLOPE AWAY FROM BOAT DURING CONSTRUCTION SEE DETAIL p BASIN TO DRAINAGE STRUCTURES IN PROPOSED a DRIVEWAY ,`STRIPPED TIRE STOPS TYP BANK PARKING 5P SECTION THRU PROPOSED BANK SCALE: 114" =1' -0" :5 z PERMANENT STORM WATER RUNOFF Q CONTROL MEASURE: NEW DRYWELL5 (DW "B") WITH CAST IRON GRATE FOR RAINWATER RUNOFF FROM PARKING SURFACE, TYPICAL, SEE DETAIL P a DRIVEWAY JUN 2 6 MR SWPPP APPROVAL PHASE 2 a MIT', +50 2% PITCH MIN TO � O O Q W N c Z Z o ad / II• • 0 Z ;■ - Wim' Z MEAN , N WN o • Q "C" LON SILL OJ G zc JJj BANK PARKING 5P SECTION THRU PROPOSED BANK SCALE: 114" =1' -0" :5 z PERMANENT STORM WATER RUNOFF Q CONTROL MEASURE: NEW DRYWELL5 (DW "B") WITH CAST IRON GRATE FOR RAINWATER RUNOFF FROM PARKING SURFACE, TYPICAL, SEE DETAIL P a DRIVEWAY JUN 2 6 MR SWPPP APPROVAL PHASE 2 a Z � O O Q W N c Z Z o ad Z 0 Z Q Z Q W N WN o Q OJ zc JJj ouj z W W W 2 " r 08 Z • J�• o�n^ W J, rc z � W. 2 W i N 3 C ry O d1 • 0 Lu. L U ate• �� M f!1 SE OF NEIN Or S�PO� � STEF 9�Pr * i 2 �n P 07 G~ S� E ONS ROM'T NO - O: 1110 7 DRAWN BY: UT CHECKED BY: NS DATE: June 22, 2012 SCALE: AS SHOWN SHEET TITLE: SWPPP MARINA BASIN SECTIONS SHEET NO: SWPPP New Laws per N�SDOT standards) 1 EDGE OF EXI5TING New Lawn (as 'MAIN ROAD (STATE ROUTE 25) waw stone retaining / �- 15, PAYING per NY5DOT 68• standards) O E _ - a I 5 lu I EDGE OF EXISTING CLEARING S o - __ __ -- - N 516 _ yl LIMIT OF NEW — — — — - LA NO awn o AWN CLEARING Shrubs: Hydrangas, 5 N La AREA OF gal, Japanese FOLEARINS, Hollies, 45" ht, (HONN Large HATCHED) Ornamental I ❑❑❑❑ �0 �� . new Dr4 bluestone \ Groundcovers: __jL_jL_jL_jNlli1jLjLjD0paving Vinca, perrenials 4 ornamental topping Stones Shrubs: H dra5 al Shrubs: Hydrag5 gal, EDGOFgrosses Driveway Ja aneHollies, 48"t Japanese Hollies, 48" ht,� new oil 4 Large Ornamental Grasses, Large Ornamental Grasses, NEW PAVING \ bluestone Shrubs: Hollywood Groundcovers: Vinca, perrenials Driveway Groundcovers: Vinca, perrenlals X paving junipers 5 ft ht, 4 ornamental grasses new oil 4 bluestone paving 4 ornamental grasses EDGE OF 5 ft on center EXISTING \ Shrubs: Shrubs: HollywPAVINGood Drivewa new Hollywood �unlpers 5 ht, gravel avi junipers 5 3 ft on center gavepaving II ft ht, 3 ft on Noyq-sta no rotair Ing 5hru . : Japan so center wall . gard n juniper IS" ht Driveway nelw asphaltew stoneretaining paving ... aII New asphalt ✓ 4v/ paving 5 rubs: xwcaod h Shrubs: apanese UP garden uniper, IS" ht o New ----- ----- 1 Arni retaining V4011 b NEW RAMP UP cont EX RAMP UP I Trees: rape Myrtle, 6 ft ht Concrete pwing pavin Concreteavin one Shrubs: ydrangas, 5 gal, o g 1 Japones Hollies, 48" ht, Z New Large Onomental Grasses, concrete c vers: Vini perrenials paving 4 orname tal grasses I New st a retaining wall Shrubs: Hollywood EXISTING FRAMEI Junipers Driveway Pnewl g gravel 5 ft ht, BUILDING no new oil 4 5 ft on P bluestone paving center (RESTAURANT) 5to a An paving Fav Plant disturbed areas with '. American I Beach Grass Indigenous plants to remain Plant disturbed areas with American Grass it :. UP GENERAL NOTE: ALL PLANTED AREAS (EXCEPT LAWN AREAS, TIDAL BANKS AND BEACH GRA55 AREAS) SMALL HAVE A COVERING OF MULCH (Bill DEEP) ON TOP OF THE SOIL NEW FLOATING DOCK BOAT BASIN SEE 5HEETIS SWPPP I, 2, 3, FOR DETAILED INFORMATION I rai�rrraaTa�rr�rnrrrn��i New stone wa I I =snruvs: _ pane5e garden j liver, IS" ht Trees: Gape Myrtle, 6 ft ht Shrubs: H drangas, 5 gal, ese Hollies, 48" ht, Large Or amental Grasses, 6roundco re: Vinca, perrenials 4 ornamen al grasses Driveway new gravel paving Existing Indigenous plants to remain Plant disturbed areas with American Beach Grass (as per DEC requirements) I I EDGE OF EXISTING CLEARING I I I I I I I I EDGE OF EXISTING PAVING I Driveway new II gravel paving SWPPP APPROVAL REVISIONS: May 23, 2012 ADJACENT PROPERTY Q 0 I.b °aW O z Z 0 III - 0 Z a Z a W W O Q o J W J a 10� Z W W W w z• N a• � 12 W J• W• a l-• �m 1< 0] N• i JUfJ ' 6 2012 ,OF NEW Y0 ST- R� QFC/ 0/7n53 -N \�G~ `�REC PPO PROJECT NO: 1110 DRAWN BY: UT CHECKED BY: NS DATE: June 22, 2012 SCALE: 1/8" = 1' - 0'1 SHEET TITLE: SWPPP ENLARGED LANDSCAPE SITE PLAN SHEET NO: SWPPP 6 GENERAL STORMWATER POLLUTION PREVENTION NOTES SITE DESCRIPTION Development activities for this project will consist of the construction of a new bulkhead along with all associated site work. The site work will include: grading of the along the proposed bulkhead; installing the proposed drainage structure; and installation of underground piping from the existing building gutters and downspouts to the existing / new drainage structures. All improvements are to conform to State, County and local standards and specifications. GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE 1. Installation of erosion control measures (silt fence barriers, slope stabalization). 2. Installation of the temporary turbidity curtain on the relocated floating dock in boat basin during construction of new bulkhead 3. Construction of the new bulkheading 4. Installation of drainage structures, underground lines. 5. Installation of remaining erosion control measures (inlet protection). 6. Removal of the erosion control measures. SITE DATA Site Area: 3.27 Acres Soil Classification: See test hole Receiving Waters: Southold Bay POLLUTION CONTROL MEASURES In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment control measures including, but not limited to, the following shall NEW DEADMEN AND be employed during construction: BELOW BRAD BAGKF A. Existing vegetation to remain shall be protected (by installation of construction fence or PR other approved means) and shall remain undisturbed. B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas NVT-e5ce ` and the length of time that areas are exposed. A maximum of 5 acres shall be disturbed at IZI one time unless written permission is granted by the NYSDEC. Graded and stripped areas I OF E= shall be kept stabilized through the use of temporary seeding as required. Seed mixtures MEAN HIRH ' TRONSTIR1014 5T.mING P g P ry g q WATER MARK AREA rGONBTRU IF ON shall be in accordance with the soil conversation service recommendations. BAR&e AND EG711Ph1ENri C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within ggArKTfP1G 21 days as sections are completed, or if construciton on an area is suspended, the area shall gIN be seeded immediately. (IS ICK TOP OFI (FLOATING-T'PIGAU I a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as SANK I I roots and stumps. I 11 b. Soil Amendments 1. Lime to ph 6.0 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) c. Seed Mixtures 1. Temporary seedlings a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) b. Certified "Aroostook" winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in October/November. 2. Permanent seedlings - See Landscaping plans D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from cleared slopes. E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until construction is complete. F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be removed or cleaned on a daily basis. G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be protected from sediment buildup through the use of appropriate inlet protection. H. Appropriate means shall be used to control dust during construction. I. Sediment barriers and other erosion control measures shall remain in place until upland disturbed areas are permanently stabilized. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be cleaned and flushed as necessary. J. The owner/operator/contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance measrues are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. The owner/operator/contractor is required to maintain copies of the NOI, SWPPP & General Permit on—site at all times. N01 and General Permit shall be posted al all times. K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as shown on Site Plan along with the placement of dumpsters to control the buildup of debris. The contractor shall periodically clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. L. The contractor must complete the construction sequence schedule in the report with start and end dates. The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to the Engineer/Architect for revision of the SWPPP where appropriate. MEAN HIGH—� WATER MARK I UTIILTTr", POLE Ni FILL EXISTING' &RAVEL SURFACE I EXISTING &RAVEL SURFACE DECK •rtr e5s a� LANDWARD LIMIT OF FRESHWATER WETLANDS AS DELINEATED BY SUFFOLK ENVIRONMENTAL CONSULTING, IMC. 4/12106 AND VERIFIED ON 5123111 SEE SHEET ' SWP 2 I I � r ` I \1 i YOFr� FRESHWATER WETLANDS FRESHWATER WETLANDS LANDWARD LIMIT OF FRESHWATER WETLANDS AS DELINEATED BY SUFFOLK ENVIRONMENTAL CONSULTING, IMC. 4/12106 AND VERIFIED ON 5123111 PECONIC BAY SITE IVIr'1111 V ' RWTEz51 (STATE SCTM # 1000-56.07.02 _ 1 U/53�+MItlC007� 64300 Route 25 ADDRESS �_ _ OWNER: MILL CREEK PARTNERS, LLC 917E 142,441 SQ.FT. = 3.27 ACRES LAND UNDER ACCESS EXISTING 57,885 SQ FT ZONING: M -II &RAVEL Hands on Surveying 26 Silver Brook Drive SURFACE Flanders, New York 11901 LICENSE #050363 N - EXISTING w eRAVEL 1 SURFACE W s Z m Z. EXISTING FRAME J I Ex1S71N& BUILDING °J= `R`VEL ZUJ EXISTING (RESTAURANT) I SURFACE UTILITY POLE FIN FIRST PLOOK • EL. 185 EXIST EASEMENT SLAB • EL. 508 1ELE6 I PHASE ONE I pEAp1•B¢EpL/GJ AREA OF 06 Z - U) Q• ISTURBANGE 2,-150 5 PROVIDE =0 GY F WE* EXISTING L INSTALLED FOR NEW OF GRAVEL FILL D _ W • z Q WOOD-001r DESK L LE PHASE ONE Q H • u ,^^ W N• TI RODS 11,15TALLED _ F' e'��oy L. srEF� oR� 9 * = O/SHRED r "T r I`7 NEN BULKHEAD UT CHECKED BY: NS DATE: TO LEVEL GRADE , SCALE: 1111=40'41 SHEET TITLE: SITE PLAN SHEET NO: ex1&TI FLOATN& DOCIc n P HAY BALES a �� 121 v ian'h B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas NVT-e5ce ` and the length of time that areas are exposed. A maximum of 5 acres shall be disturbed at IZI one time unless written permission is granted by the NYSDEC. Graded and stripped areas I OF E= shall be kept stabilized through the use of temporary seeding as required. Seed mixtures MEAN HIRH ' TRONSTIR1014 5T.mING P g P ry g q WATER MARK AREA rGONBTRU IF ON shall be in accordance with the soil conversation service recommendations. BAR&e AND EG711Ph1ENri C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within ggArKTfP1G 21 days as sections are completed, or if construciton on an area is suspended, the area shall gIN be seeded immediately. (IS ICK TOP OFI (FLOATING-T'PIGAU I a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as SANK I I roots and stumps. I 11 b. Soil Amendments 1. Lime to ph 6.0 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) c. Seed Mixtures 1. Temporary seedlings a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) b. Certified "Aroostook" winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in October/November. 2. Permanent seedlings - See Landscaping plans D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from cleared slopes. E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until construction is complete. F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be removed or cleaned on a daily basis. G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be protected from sediment buildup through the use of appropriate inlet protection. H. Appropriate means shall be used to control dust during construction. I. Sediment barriers and other erosion control measures shall remain in place until upland disturbed areas are permanently stabilized. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be cleaned and flushed as necessary. J. The owner/operator/contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance measrues are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. The owner/operator/contractor is required to maintain copies of the NOI, SWPPP & General Permit on—site at all times. N01 and General Permit shall be posted al all times. K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as shown on Site Plan along with the placement of dumpsters to control the buildup of debris. The contractor shall periodically clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. L. The contractor must complete the construction sequence schedule in the report with start and end dates. The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to the Engineer/Architect for revision of the SWPPP where appropriate. MEAN HIGH—� WATER MARK I UTIILTTr", POLE Ni FILL EXISTING' &RAVEL SURFACE I EXISTING &RAVEL SURFACE DECK •rtr e5s a� LANDWARD LIMIT OF FRESHWATER WETLANDS AS DELINEATED BY SUFFOLK ENVIRONMENTAL CONSULTING, IMC. 4/12106 AND VERIFIED ON 5123111 SEE SHEET ' SWP 2 I I � r ` I \1 i YOFr� FRESHWATER WETLANDS FRESHWATER WETLANDS LANDWARD LIMIT OF FRESHWATER WETLANDS AS DELINEATED BY SUFFOLK ENVIRONMENTAL CONSULTING, IMC. 4/12106 AND VERIFIED ON 5123111 PECONIC BAY SITE DATA SCTM # 1000-56.07.02 PROPERTY: 64300 Route 25 ADDRESS Greenport, NY 11944 OWNER: MILL CREEK PARTNERS, LLC SITE: 142,441 SQ.FT. = 3.27 ACRES LAND UNDER WATER: 57,885 SQ FT ZONING: M -II SURVEYOR: Hands on Surveying 26 Silver Brook Drive Flanders, New York 11901 LICENSE #050363 Z DATED 6122111 LOCATION MAP TEST HOLE BY MARK McDONALD GEOSCIENCE SOUTHOLD, NEW YORK 11971 NO SCALE COMMENTS: WATER ENCOUNTERED 6.4' BELOW SURFACE, ELEV+1.8' DRAINAGE CALCULATIONS: (DW) "A" ROOF STRUCTURE ROOF AREA: DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW) "A" 6,555 SF x (2112 FT.) x 1.0 = 943 CU. FT. USE: (6) 10' DIAMETER x W HIGH POOL (6) 10' X 6' STORM DRAIN RING = 2463 CU. FT. USE: (8) 10' DIAMETER x V HIGH POOL (6)10' X 4' STORM DRAIN RING = 2189 CU. FT. USE: (1) 10' DIAMETER x W HIGH POOL (1)10' X 6' STORM DRAIN RING = 410 CU. FT. PROVIDED REQUIRED 5062 CU. FT. > 2499 CU. FT. 't'[1�r� / WIRE Ma N FILTER LIATII B20 MYBALE 4 Fa / CAL 111RE Ma R FILTER L FM M • MAY CPA(.IM 57510' i�- MUOST UIMORDW ME 16MY) ALMALE TO EE EI43EDDED INTO 501L 111114111 OF 4' AND BRmI1165 RAM HORIZONTALLY ' 51LT FENCE IMS HAYBALE DRIVE STAKE THUN. J & SEDIMENT CONTROL DETAILS TOWN SWPPP APPROVAL PHASE 1 = Z O 0 W Z O LJJ a W Z Q Z. o J °J= ZUJ F. N 06 Z - U) Q• " WE* O q c 0 W J• z w ` z LL _ W • z Q = N Z W. r� U � Q H • u ,^^ W N• ZE OF NEW y e'��oy L. srEF� oR� 9 * = O/SHRED 01 53A ARON�� 2 G PROJECT NO: 1108 DRAWN BY: UT CHECKED BY: NS DATE: 4-27-12 SCALE: 1111=40'41 SHEET TITLE: SITE PLAN SHEET NO: SWP 1 EXIST UTILITY POLE II II N �I QI w' o� wl u 1 Q l� c N u� I EXISTING DRYWELLS _" 10'0 X 6' DEEP TYP. OF 6 PHASE ONE zl CONNECT ALL GUTTERS AND DOWN SPOUTS TO EXISTING UNDERGROUND DRYWELL5 II PROPOSED HAY BALES C SILT FENCE DURING CONSTRUCTION PHASE ONE NEW DRYWELL 10'0 X 6' DEEP TYP. OF 6 ,ONNEGT ALL GUTTERS AND DOWN SPOUTS TO EXISTING UNDERGROUND DRYWELL5 AREA OF DISTURBANCE 2,'750 SF PROVIDE 220 GY OF GRAVEL FILL NEW DEADMEN AND TIE RODS INSTALLED BELOW GRADE FOR NEW BULKHEAD BACKFILL TO LEVEL GRADE PHASE ONE NEW BULKHEAD EXIST UTILITY POLE _J EXIST RAMPS RELOCATED -C-w TEMPORARILY DURING N CONSTRUCTION p TOP OF EXISTING BANK MAIN ROAD (STATE ROUTE 25) NYT 851 EXIST OVERHEAD WIRES ____---- UTILITY ------------'------ POLE S 89°59'nn" r EXIST GHAINLINK FENCE 1 "A All RAMP EX15T CELLAR ENTRY 11 o+--------- EXISTING GRAVEL SURFACE EX RAMP ------ EXISTING FRAME BUILDING (RESTAURANT) FIN FIRST FLOOR = EL. 15.5 BASEMENT SLAB = EL. 5.06 98.42' N --- EXISTING ---� COVERED ENTRY I All 0 51TE ACCE55 EXISTING GRAVEL SURFACE EXISTING GRAVEL SURFACE T W I o m DW "A" CONSTRUCTION STAGING AREA llll Z "All tL o z o J All O r•4 IYA\I � V ^ �l 1 "A All RAMP EX15T CELLAR ENTRY 11 o+--------- EXISTING GRAVEL SURFACE EX RAMP ------ EXISTING FRAME BUILDING (RESTAURANT) FIN FIRST FLOOR = EL. 15.5 BASEMENT SLAB = EL. 5.06 98.42' N --- EXISTING ---� COVERED ENTRY I All 0 51TE ACCE55 EXISTING GRAVEL SURFACE EXISTING GRAVEL SURFACE T W I o m DW "A" CONSTRUCTION STAGING AREA I PROPOSED HAY BALES E SILT UP FENCE DURING CONS TION EXISTING Dy l DECK "All /1 PHASE ONE \\ I rALLEV BELOW &TRADE IE DOR' \ BULKHEAD BACKFILL TO \ L GRADE \ * $ \ I I* I I I I Vf I Hf j a l I I A AREA OF DISTURBANCE 2,150 SF PROVIDE 220 I I I I �cy GY OF GRAVEL FILL EXISTING FLOATING DOCK RELOCATED Pte% I TEMPORARILY DURING CONSTRUCTION EXISTING GRAVEL I/PHASF ONF SURFACE _ EXIST BOAT BASIN _NEW BULKHEAD ; ,; rn I LANDWARD EDGE OF TIDAL WETLANDS AS CONFIRMED BY SUFFOLK ENVIRONMENTAL PHASE ONE � o I CONSULTING, INC. ON MAY 25,201115T r - TOP OF EXISTING EXIST RAMPS RELOCATED TEMPORARILY DURING CONSTRUCTION NEW IBU BANK I' If---- CON57RUCTION 5TAIGING AREA (CONSTRUCTION BARGE AND EQUIPMENT) II TEMPORARY TURBIDITY CURTAIN INSTALLED ON RELOCATED FLOATING DOCK IN BOAT rn `� TOWN SWPPP AF f BASIN SEE OVERALL SITE PLAN AL PHASE 1 REVISIONS: I EXISTING LV DRYWELLS O _ 10'0 X 4' DEEP A TYP. OF 8 PHASE ONE O I CONNECT ALL LLI GUTTERS AND DOWN Z SPOUTS TO EXISTING O� UNDERGROUND ORYWELLS I PROPOSED HAY BALES E SILT UP FENCE DURING CONS TION EXISTING Dy l DECK "All /1 PHASE ONE \\ I rALLEV BELOW &TRADE IE DOR' \ BULKHEAD BACKFILL TO \ L GRADE \ * $ \ I I* I I I I Vf I Hf j a l I I A AREA OF DISTURBANCE 2,150 SF PROVIDE 220 I I I I �cy GY OF GRAVEL FILL EXISTING FLOATING DOCK RELOCATED Pte% I TEMPORARILY DURING CONSTRUCTION EXISTING GRAVEL I/PHASF ONF SURFACE _ EXIST BOAT BASIN _NEW BULKHEAD ; ,; rn I LANDWARD EDGE OF TIDAL WETLANDS AS CONFIRMED BY SUFFOLK ENVIRONMENTAL PHASE ONE � o I CONSULTING, INC. ON MAY 25,201115T r - TOP OF EXISTING EXIST RAMPS RELOCATED TEMPORARILY DURING CONSTRUCTION NEW IBU BANK I' If---- CON57RUCTION 5TAIGING AREA (CONSTRUCTION BARGE AND EQUIPMENT) II TEMPORARY TURBIDITY CURTAIN INSTALLED ON RELOCATED FLOATING DOCK IN BOAT rn `� TOWN SWPPP AF f BASIN SEE OVERALL SITE PLAN AL PHASE 1 REVISIONS: 0 Q LV O _ Z } O LLI Z O� ~W a W Z Q Z O >J� O _ Z O U) w z• Ha• a� K'S>J W J• � i n W • � aR112w• ^0 ate. bJ Vl �E OF NEW, 1. STFP��R•f- cl PCI`& 017953-1 G� 7S�RED AR011, PROJECT NO: 1108 DRAWN BY: UT CHECKED BY: NS DATE: 4-27-12 SCALE: SHEET TITLE: ENLARGED SITE PLAN SHEET NO: SWP 2 MATERIALS & JOINTS EQUIVALENT TO WATER MAIN STANDARDS OF CONSTRUCTION AND PRESSURE TESTED TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING 18")MIN. l� WATER MAIN OR (-7-)�WATER SERVICE 18" MIN. NOTE: HORIZONTAL SEPARATION BETWEEN SEWER AND WATER LINES MUST BE 10 MINIMUM WATER/SEWER CROSSING DETAIL �amam r�i I EX. 8'0 X S DEEP LEACHING new an POOL TO BE ABANDONED RApp (TYP. OF 3) EX. 8'0 X 6 DEEP �E25 PROPOSED 410 MANHOLE MAIN EACBING POOLS K RIN71.8 PROP. CONCRETE (TYP. OF If) lvrw INV IN &B (STATE RETAINING WALL _ IN OUT 86 Will' evwxF. - - _ -na m.4'S ®an. m,r _m rtf2� on' al SEWER MAIN OR 0 l_ LEACHING POOL TO RIM 12.3 do o Nil �Y`=i , -u 1 -I... - _......,mo..r=-.9+ -RYP.OFAI., INo 9.35 � ¢ t 1 WOUT ure.&5 EX LEACHING POOL, GREASE TRAP AND I I SEPTIC TANK TO BE REMOVED IN L^ /�'� _ B 6 •0 PERFORATED PVC PIPE (I� ACCORDANCE WITH THE SCHDS STANDARDS - 7i l (PERFORATIONS FACING DOWN) m p 0 t 1 to A• \ PROPOSED 3,750 GAL GREASE TRAP`� EXI GZST Y Iarnlri i 1`'j N1j Twtos I \ 170 X 5 EFF. DEPTH 12.3 awls BUILDING 1 ss` ` AREA BENEATH LEACHING POOLS TO \\ INV IN 0.35 0I yr I ( ESTAU )DW FILLER IN III CLEAN SAND ANDGRAVEL \ IN IN1UT .35 I g,9B9G.FA E I `/"B" (SEE RROFILE�, S.F'%WB OILS TAX MAP97000-5fiA7a.1 \ \ IL-2' BLUESTONEI 1 PROPOSED a'O MANHOLE pix pi s*aooa_ Ea ,os Sr _ •QRIVEWAYI PROPERTY LEASED'BYMILL-._ 'Q 1 CREEK PARTNERS 511112 } INV IN 9.8 �g'•.•(SEE LEASE AGREEMENT FOR \ INOUT9.6 r. -`i' /\ /1 I s \ NOW o"ADDITIONAL INFORMATION) IL 5S' I / k DW 123 ° 2-10 sJJP51 „ ( 1 \ '1`•',, / /L r ° z-tQ Sl1P5 / 24 m 1 I; r I I �/��� \•� / ---I ® 2-13.5 SUPS) 1 I I',,I11 y 1 /���-1 / B• / hII 1 2-1Q SLIPS' a. 1 I .- j1W f I o -•� l e I ' I I ® 19 C T I 1' "Q`,`T�'F � � / -�.� r r o r d I II 1 1 lap i v /' 1 II c o i i1 1 Io z o II I 2-13.515UPS 19 ° 2-135SuP5� \\s '�"m 'I - 1 ® Q C II ✓,' 1 11 % /`\DW I {ESTHOLELOCATNIII \ a r~A•x I '1\ 11 ° e 1 �. l�a8� /��.-1 `/"B" \ m Q IP I I® '1 11 III` 1 �DTf1�. DW- / 1 I2-1tl SUPS e 16 1 7y B" / "B" E/ONE EXTREME SE RIES DH152 \ 81 II _moi ® 2-I"PA 1 1 1$�+, s 1 I EJECTOR UNIT \ �.• I O I I. 1', I', (TO BE E INSTALLED IN ACCORDANCXi 1 1 \p 56 \''; WITH THE MANUFACTURES \\ I 1 II ,,'I,,�/"B g�y SPECIFICATIONS) 2-10�"''fJT� 'iNVIN3.25-4" z-1a�srIP5111 \ \°/11hYomas-1vr 2-1QsUP5s" 1 - � @ �0 2-115sulj5' 1 \\ 11 IL 11 - . 2-10%IPS_�DB 1 i+ ow- 1 DOIMEDES BUILDING B"\1/ s ^B" 1 DOCK MASTER BNLDIMG I I 110 SU10 I I 'I • \ 1 ` 1 1 Ifiba G.FA.) PS I I?/ ® ° 2-13.55UP5`I 1 , CLEANOUTEL.61 DW/L-1 1:'(SEE SREPLANS) •0 z-19SUPS / F- �i oBW\�/ 1 DW I 7-� 1 1 / 1 2-10 SLIPS 2-1&5 SUPS 1 (` bi .g•,li; 1 n %TuwUs 1.16 SMP FOOD ZONE A�(EL .f 9� I I`; �11 1'1 II DB ----------------- 7 n , � ® 2-1 PS I � 1 II � T / rs I 1-10 , 49 O I Np VA1 i B i1 I I IF ® I 2-IBMW !iLIPs -- 3 YA DW �g'^ / -101 I _ / a / SITE PLAN SCALE: V =40'-0' ADJUSTABLE LOCKING TYPE' F' CAST MASTJOIST SEAUNT LEAST THREE QUARTERS THE DIAMETER OF THE PIPE 111 CAST IN PLACE FLEXIBLE RUBBER SLEEVE WITH STAINLESS STEEL STRAPS OR FLEXIBLE RUBBER BOOT MONOLITHIC BABE BLAB TYPICAL DISTRIBUTION MANHOLE N.T.S. CAPPED OR PLUGGEDSUFFOLK COUNTY TYPE' 1 � ADJUSTABLE CASTING TO GRADE PLAN IRONFRAME ANC COVER PROPERTY: 64300 Route 25 THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION, (TO BE WATER TIGHT AND INSECT PROOF) INDOOR BAR SEATING 10 GPD/SEAT X 34 SEATS = 340GPD FINISH GRADE 7 MORTAR FROST PROOFING _ TOTAL SEWAGE FLOW: =2,300 GPD MANHOLE NOTES 23M WATER PROOF COATING INDOOR BAR SEATING. 5GPD/SEAT X 34 SEATS = 170GPD . 2 MAX 1. ALL MANHOLES SECTIONS SHALL CONFORM TO ASIC -478, LATEST REVISION STANDARD NOTE 4 y TOTAL EXISTING SEWAGE FLOW =5640 GPD MAINTAIN MIN 4 -SEPARATION MILL CREEK INN AND MARINA PROPOSED SEWAGE DISPOSAL SYSTEM PROPOSED WICK HOLE 8'TRAFFIC BEARING STAB SPECIFICATIONS FOR PRECAST REINFORCED _ DEPTH TO MEET MSHTOH2O CONCRETE M.H. SECTIONS. 24- 64,300 MAIN ROAD (NYS 25) PROPOSED FLOW RATE 5,610 GPD DESIGN 2 DAY STORAGE=11,280 GALLONS 2. MANHOLE RISER SECTION TO BE FURNISHED IN SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED GREASE TRAP DESIGN: VERT. N05 REBAR U 15' O.C. STEPS ARE TO BE COPOLYMER 1 2 OR 4'HEIGHTS AS REQUIRED. 4 -DIA. 45' BEND USE 1.12'0 X 5' EFF. DEPTH G.T. = 3,750 GAL. L POLYPROPYLENE COATED 117 6.0' WITH PLAIN ENO CLEAN SAND STEEL BARS@ IT O.C. 3 LOADING TO CONFORM T AASHTO H -2D LOADING AND MECHANICAL 8'0X3.142=25.13 ED Fr./ POOL 12, O.C. JOINT FITTING (D.I.P.) BACKFILL OF ALL FOOTINGS ARE TO BE INSTALLED (TYP.) 4. ALL CONCRETE IS TO MEET 4000PSI D 28 DAY SET 2 WICKS X W DEEP X 511.1 GAL/ FT 6,133 GAL WITH MECHANICAL JOINT 5 ALL OUTLETS ARE TO BE SET AT THE SAME FNTINGS (D.I.P.) ADDITIONAL LEACHING GALLEYS REQUIRED 8+5'X 4.75' X 4' LEACHING GALLEY =106.0 SF I GALLEY ELEVATION, 0.1' MINIMUM BELOW INLETS FLOW 4'MIN. DIA. 3. PROPERTY IS PARTIALLY LOCATED IN FLOOD ZONE AE (EL.8 ), ZONE XAND ZONE VE41 AS DETERMINED FROM THE FLOOD TYPICAL SANITARY HOUSE CONNECTION V JOINTRFOR 10115/12 SCDHS COMMENTS DESIGN FOR 50% EXPANSION: 4 SOIL SIDE OF WALLS AND FOOTINGS ARE TO JOIE NTS RUBBER FOR ALL JOINTS ALL 3,760 S.F. X 50 =1,800 S F 1106.0 SF/ GALLEY =17.7 GALLEYS REVISIONS USE 188.5'X4.75'X4'LEACHINGGALLEYS=IBV.F.>17.7V.F. MASTJOIST SEAUNT LEAST THREE QUARTERS THE DIAMETER OF THE PIPE 111 CAST IN PLACE FLEXIBLE RUBBER SLEEVE WITH STAINLESS STEEL STRAPS OR FLEXIBLE RUBBER BOOT MONOLITHIC BABE BLAB TYPICAL DISTRIBUTION MANHOLE N.T.S. CAPPED OR PLUGGEDSUFFOLK COUNTY TYPE' 1 � ADJUSTABLE CASTING TO GRADE CLEAN-OUT DETAIL NOT TO SCALE PUMP STATION BUOYANCY CALCULATIONS: HIGHEST EXPECTED GROUNDWATER ELEV. =1.50 BOTTOM OF SEPTIC TANK ELEV. = 0.65 TOTAL BUOYANT FORCE: Tr/4 X 3.233' X (1.5-0.65) X 62.4 PCF =-435 # RESIST FORCE' CONCRETE REWIRED: 435 # 1150 PCF = 2.9 CF PROVIDE 5 CF OF CONCRETE =150 PCF X 5 CF = 750 # > 435 # WICK HOLE TIE DISTANCES: WICK T1 T2 W1 54.6' 61.9' W2 585' 57.9' TEST HOLE DATA EL=7.9t 0.0 2A' 6.4' (WATER TABLE ELEV. 1.5) MIXED CLAY, GRAVELANDLOAM (CH) BROWN CLAY (CH) WATER IN BROWN CLAY WATER IN BROWN 70 FINE TO COARSE SAND (SP) 76' TEST HOLE BY MCDONALD GEOSCIENCE DATED MARCH 15, 2012 GROUNDWATER ENCOUNTERED AT 6.4' BELOW GRADE. CONTINUOUS NO.5 REBAR 12 WALL CORNER REINFORCEMENT DETAIL NOT TO SCALE FENCE POSTS -SEE ARCHITECTURAL PLANS FOR SPECIFICATIONS FINAL GRACE IB. /-(5% MAX) NOTES - 1. THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY HORIZ. NO REBAR M 12.0 C DISCREPANCIES ARE TO BE BROUGHT TO MASHAMOMUCK POND any Item In any way. If an Item bereft the seal of an Engineer, Archllect, or land ADJUST TO GRADE WITH NJ SHALE PROPERTY: 64300 Route 25 THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION, INDOOR BAR SEATING 10 GPD/SEAT X 34 SEATS = 340GPD REO BRICKS MORTAR(MIN.OFTWO c _ TOTAL SEWAGE FLOW: =2,300 GPD LOCATION MAP _ COURSES 8 MPX OF 15') WATER PROOF COATING INDOOR BAR SEATING. 5GPD/SEAT X 34 SEATS = 170GPD 2. CONCRETE RETAINING WALLS 4' LAYER OF SOME NOTE 4 TOTAL EXISTING SEWAGE FLOW =5640 GPD MAINTAIN MIN 4 -SEPARATION MILL CREEK INN AND MARINA PROPOSED SEWAGE DISPOSAL SYSTEM PROPOSED WICK HOLE BETWEEN BRICKWORK AND STRUCTURE DEPTH 4 -(MIN. CLASS 150 PIPE) (AS REQUIRED) 64,300 MAIN ROAD (NYS 25) PROPOSED FLOW RATE 5,610 GPD DESIGN 2 DAY STORAGE=11,280 GALLONS ' ALL REBAR ASTM A-615 GRADE 60 SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED GREASE TRAP DESIGN: VERT. N05 REBAR U 15' O.C. KITCHEN FLOW =3,340 GPD 4 -DIA. 45' BEND USE 1.12'0 X 5' EFF. DEPTH G.T. = 3,750 GAL. HIGHEST EXPECTED GROUNDWATER: EL 1.5 6.0' WITH PLAIN ENO CLEAN SAND 3. FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL THE BOTTOMS AND MECHANICAL 8'0X3.142=25.13 ED Fr./ POOL GAL /CF=511.1 GAL IFr JOINT FITTING (D.I.P.) BACKFILL OF ALL FOOTINGS ARE TO BE INSTALLED 4'X4'X4' WYE BRANCH B'0 LEACHING POOL CAPACITY: 2 WICKS X W DEEP X 511.1 GAL/ FT 6,133 GAL WITH MECHANICAL JOINT MINIMUM OF 3' BELOW GRADE UNLESS FNTINGS (D.I.P.) ADDITIONAL LEACHING GALLEYS REQUIRED 8+5'X 4.75' X 4' LEACHING GALLEY =106.0 SF I GALLEY 4' MIN. DIA. FLOW FLOW 4'MIN. DIA. 3. PROPERTY IS PARTIALLY LOCATED IN FLOOD ZONE AE (EL.8 ), ZONE XAND ZONE VE41 AS DETERMINED FROM THE FLOOD TYPICAL SANITARY HOUSE CONNECTION CLEAN-OUT DETAIL NOT TO SCALE PUMP STATION BUOYANCY CALCULATIONS: HIGHEST EXPECTED GROUNDWATER ELEV. =1.50 BOTTOM OF SEPTIC TANK ELEV. = 0.65 TOTAL BUOYANT FORCE: Tr/4 X 3.233' X (1.5-0.65) X 62.4 PCF =-435 # RESIST FORCE' CONCRETE REWIRED: 435 # 1150 PCF = 2.9 CF PROVIDE 5 CF OF CONCRETE =150 PCF X 5 CF = 750 # > 435 # WICK HOLE TIE DISTANCES: WICK T1 T2 W1 54.6' 61.9' W2 585' 57.9' TEST HOLE DATA EL=7.9t 0.0 2A' 6.4' (WATER TABLE ELEV. 1.5) MIXED CLAY, GRAVELANDLOAM (CH) BROWN CLAY (CH) WATER IN BROWN CLAY WATER IN BROWN 70 FINE TO COARSE SAND (SP) 76' TEST HOLE BY MCDONALD GEOSCIENCE DATED MARCH 15, 2012 GROUNDWATER ENCOUNTERED AT 6.4' BELOW GRADE. CONTINUOUS NO.5 REBAR 12 WALL CORNER REINFORCEMENT DETAIL NOT TO SCALE FENCE POSTS -SEE ARCHITECTURAL PLANS FOR SPECIFICATIONS FINAL GRACE IB. /-(5% MAX) NOTES - 1. THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY HORIZ. NO REBAR M 12.0 C DISCREPANCIES ARE TO BE BROUGHT TO MASHAMOMUCK POND SITE DATA any Item In any way. If an Item bereft the seal of an Engineer, Archllect, or land PROPOSED SEWAGE DENSITY FLOW: PROPERTY: 64300 Route 25 THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION, INDOOR BAR SEATING 10 GPD/SEAT X 34 SEATS = 340GPD ADDRESS Greee R, NY 11944 PO c _ TOTAL SEWAGE FLOW: =2,300 GPD LOCATION MAP ' WATER PROOF COATING INDOOR BAR SEATING. 5GPD/SEAT X 34 SEATS = 170GPD 2. CONCRETE RETAINING WALLS GENERAL NOTES SCALE: 1" = 600't' NOTE 4 TOTAL EXISTING SEWAGE FLOW =5640 GPD •ALL CONCRETE 4,000 PSI AFTER 20 DAYS MILL CREEK INN AND MARINA PROPOSED SEWAGE DISPOSAL SYSTEM PROPOSED WICK HOLE STORAGE MINIMUM, 1, ALL MATERIALS AND METHODS OPCONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF gi g, 64,300 MAIN ROAD (NYS 25) PROPOSED FLOW RATE 5,610 GPD DESIGN 2 DAY STORAGE=11,280 GALLONS ' ALL REBAR ASTM A-615 GRADE 60 SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED GREASE TRAP DESIGN: VERT. N05 REBAR U 15' O.C. KITCHEN FLOW =3,340 GPD TOP OF LEACHING GALLEY: EL. 7.5 USE 1.12'0 X 5' EFF. DEPTH G.T. = 3,750 GAL. HIGHEST EXPECTED GROUNDWATER: EL 1.5 6.0' LEACHING POOL DESIGN: CLEAN SAND 3. FOOTINGS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL THE BOTTOMS 2, EXISTING CONDITIONS SHOWN ON THE PLANS FROM SURVEY DATED MARCH 25.2011 BY HANDS ON SURVEYING ELEVATIONS 8'0X3.142=25.13 ED Fr./ POOL GAL /CF=511.1 GAL IFr 190 X 3142 = 31 A2 SO. FTJ POOL BACKFILL OF ALL FOOTINGS ARE TO BE INSTALLED SHOWN HEREON ARE REFERENCED TO NGVD 88 DATUM AND ARE THE RESULT OF ACTUAL FIELD MEASUREMENT B'0 LEACHING POOL CAPACITY: 2 WICKS X W DEEP X 511.1 GAL/ FT 6,133 GAL USE EX. 11-8'0 X&DEEP LPS=55 V.F. X 25.13 =1,382 SF MINIMUM OF 3' BELOW GRADE UNLESS 6,133 GALLONS � 5,640 GALLONS =+493 GAL ADDITIONAL LEACHING GALLEYS REQUIRED 8+5'X 4.75' X 4' LEACHING GALLEY =106.0 SF I GALLEY CUTCHOGUE, NY 11935 INDICATED OTHERWISE 3. PROPERTY IS PARTIALLY LOCATED IN FLOOD ZONE AE (EL.8 ), ZONE XAND ZONE VE41 AS DETERMINED FROM THE FLOOD USE NEW 23 -SIT X 4.75' X 4' LEACHING GALLEYS = 23 V.F,> 22.4 V F. SANITPLE�,Y PLAN 10115/12 SCDHS COMMENTS DESIGN FOR 50% EXPANSION: 4 SOIL SIDE OF WALLS AND FOOTINGS ARE TO INSURANCE RATE MAPS(FIRM) PANEL 036103CO159H EFFECTIVE DATE SEPTEMBER 25, 211 3,760 S.F. X 50 =1,800 S F 1106.0 SF/ GALLEY =17.7 GALLEYS REVISIONS USE 188.5'X4.75'X4'LEACHINGGALLEYS=IBV.F.>17.7V.F. BE COATED WITH BITUMINOUS FOUNDATION 4. z OF NF),yy N0.5 REBAR ®18.O.C. WATERPROOF COATING THE CONTRACTOR ALL IFY THE COMMENCEMENT OF WORK. TIONINFO PRIORLANS BATHROOMS AND SHOWERS AND 2ND FLOOR OFFICE SPACE ARE FOR DOCK MASTER On �O - AND BOAT SLIPS I MARINA ONLY AND ARE NOT OPEN TO THE PUBLIC ISDVISED ALL SUBSURFACE MATIONND SHO NALLO THESE P THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IB CONCEPTUALAND MUST BE CONCEPTUAL +{6. 5-N0.5 REBAR 5. WALLPOUR TO WITH E POURED INNO CONTROL ONE CONTINUOUS POUR WITH NO CONTROL JOINTS, CONFORMED ACCORDINGLY IN THE FIELD. person under T2s the direction of a llxnsed Professional Englneer, Architect. or Land Surveyor, to 5. A MINIMUM SEPARATION OF TEN (10) FEET HORIZONTAL AND EIGHTEEN (18) INCHES VERTICAL IS TO BE MAINTAINED BETWEEN altar ' WATER LINES, STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. - 3'S' �I 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK, RETAINING WALL DETAIL AT SEPTIC SYSTEM 7. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, COUNTY, STATE AND FEDERAL LAWS CODES AND ORDINANCES. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSTIE. NOT TO I SCALE DEBRIS SHALL NOT BE BURIED ONSITE. 8. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, TRANSPORT, AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PIANS 9. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 400D PSI 128 DAY STRENGTH CONCRETE 10. SANITARY PIPE TO BE 4' SDR35 PVC OR AS SPECIFIED ON PLANS LEGEND 11 DURING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE EXISTING PROPOSED REMOVED TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, PONDS, DRAINAGE INLETS, ETC THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO RHE NEW YORK GUIDELINES FOR CURBIWALL EROSION AND SEDIMENT CONTROL'. \1 12. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95% MAXIMUM DENSITY AT THE OPTIMUM MOISTURE DRYWELL O �� 1 10 CONTENT, AS DETERMINED By STANDARD PROCTOR TEST. 13. ALL ADJACENT PROPERTIES WITHIN 150' OF THE SITE ARE SERVICED BY PUBLIC WATER. SEPTIC TANK O O ' � % / - ,i 14 A TEST HOLE EXCAVATION INSPECTION TO BE PERFORMED BY THE SCDHS FOR THE WICK HOLE. ` LEACHING POOL 0 SANITARY FLOW CALCULATIONS: . SANITARY SEWER - - - _ B ----------. ALLOWABLE SEWAGE FLOW TOTAL SITE: G0.0UNgWATER MANAGEMENT ZONE IV SERVICED BY PUBLIC WATER STORM SEWER --------- POPULATION DENSITY EQUIVALENT 165 AC. v 60D G.P.D.IAC. =994 G.P.D. CONTOUR ----12---- EXISTING SEWAGE DENSITY FLOW (PREVIOUS SCDHS APPROVAL REF NO SABI PROPERTY LINE INDOOR RESTAURANT SEATING 10GPD/SEATX180SEAT5=I,BOOGPD _ _ MARINA 10 GPD/SLIP X50 SLIPS = 500GPD i-� TOTAL SEWAGE FLOW: =2,300 GPD WICK HOLE WITH LEACHING POOL' 1 J EXISTING KITCHEWGRAY FLOW: 6"0 PERFORATED PIPE - - _ _ _ INDOOR RESTAURANT SEATING: 20 GPDISEAT X 180 SEATS=3,600GPD TOTAL EXISTING SEWAGE FLOW -5900 GPD SITE DATA SCTM# 1000-56-07-02 any Item In any way. If an Item bereft the seal of an Engineer, Archllect, or land PROPOSED SEWAGE DENSITY FLOW: PROPERTY: 64300 Route 25 INDOOR RESTAURANT SEATING: 10 GPDISEAT X 146 SEATS=1,460GPD INDOOR BAR SEATING 10 GPD/SEAT X 34 SEATS = 340GPD ADDRESS Greee R, NY 11944 PO MARINA 10 GPDISLIP X50 SLIPS = 5DDGPD _ TOTAL SEWAGE FLOW: =2,300 GPD EXISTING KITCHEN/GRAY FLOW. INDOOR RESTAURANT SEATING: 20 GPDISEAT X 146 SEATS =2,920 GPD INDOOR BAR SEATING. 5GPD/SEAT X 34 SEATS = 170GPD 1, DOCK MASTER SHOWERS' 5 GPDISLIP X 50$UPS = 250 GPD TOTAL KRCHENIGRAY FLOW:=3,340GPD TOTAL EXISTING SEWAGE FLOW =5640 GPD ConE P.C. Condon Engineering, MILL CREEK INN AND MARINA PROPOSED SEWAGE DISPOSAL SYSTEM PROPOSED WICK HOLE STORAGE VOLUME PROPOSED DESIGN CAPACITY SEPTIC TANK gi g, 64,300 MAIN ROAD (NYS 25) PROPOSED FLOW RATE 5,610 GPD DESIGN 2 DAY STORAGE=11,280 GALLONS USE 3 -12'0 X 6' EFF. DEPOT S T.= 13,500 GAL TOTAL EXISTING SEWAGE FLOW =5,fd0 GPO GREASE TRAP DESIGN: DEPTH OF STORAGE ABOVE WICK. KITCHEN FLOW =3,340 GPD TOP OF LEACHING GALLEY: EL. 7.5 USE 1.12'0 X 5' EFF. DEPTH G.T. = 3,750 GAL. HIGHEST EXPECTED GROUNDWATER: EL 1.5 6.0' LEACHING POOL DESIGN: VOLUME OF WICK: LEACHING ®1.5GPD/SO. FT=6,640 GPD 11.5 GPOISQ. FT. 3,7611 SF (10'0 -OATH X 3142/4=68.33 OF FT X74B 8'0X3.142=25.13 ED Fr./ POOL GAL /CF=511.1 GAL IFr 190 X 3142 = 31 A2 SO. FTJ POOL STORAGE PROVIDED B'0 LEACHING POOL CAPACITY: 2 WICKS X W DEEP X 511.1 GAL/ FT 6,133 GAL USE EX. 11-8'0 X&DEEP LPS=55 V.F. X 25.13 =1,382 SF 6,133 GALLONS � 5,640 GALLONS =+493 GAL ADDITIONAL LEACHING GALLEYS REQUIRED 8+5'X 4.75' X 4' LEACHING GALLEY =106.0 SF I GALLEY CUTCHOGUE, NY 11935 3,760 SO FT -1,382=2,378 SO.F7/ 106 SF I GALLEY =22.4 GALLEYS Dale: 61212012 USE NEW 23 -SIT X 4.75' X 4' LEACHING GALLEYS = 23 V.F,> 22.4 V F. SANITPLE�,Y PLAN 10115/12 SCDHS COMMENTS DESIGN FOR 50% EXPANSION: 8114/12 DOT I SCDHS COMMENTS 3,760 S.F. X 50 =1,800 S F 1106.0 SF/ GALLEY =17.7 GALLEYS REVISIONS USE 188.5'X4.75'X4'LEACHINGGALLEYS=IBV.F.>17.7V.F. EXPANSION POOLS NOT SHOWN ON THE SITE PLAN SINCE THEY CANNOT FIT OF NF),yy DUE TO THE SITE CONSTRAINTS. 11 P N 1130 0 BATHROOMS AND SHOWERS AND 2ND FLOOR OFFICE SPACE ARE FOR DOCK MASTER On �O - AND BOAT SLIPS I MARINA ONLY AND ARE NOT OPEN TO THE PUBLIC Plans are prepared by Callon Englneedng, P.C. Illsavbla8onof8le New York State Education Lew, ANUe 145, Boston 7209, for any unless Ming o' :j, `912 person under T2s the direction of a llxnsed Professional Englneer, Architect. or Land Surveyor, to ° altar ' SCTM# 1000-56-07-02 any Item In any way. If an Item bereft the seal of an Engineer, Archllect, or land E� PROPERTY: 64300 Route 25 Smveyorladderm OE ellenng Elglneer,Amhllectorland SurveyorshalleNatothe tJP� ADDRESS Greee R, NY 11944 PO n. Rem by'(allowed by hl4hmslgnatureandthe S.GT.M. DIST, 1000 SEC. S68LK. 07 LOT 02 Dem hislherseal and the data of such alteMtions, and a spelt descriptor of the aleassi n. OWNER: MILL CREEK PARTNERS, LLC SITE: 142,441SQ.FT.=3.27ACRES (1.65ACRES UPLAND) ZONING: M -II ConE P.C. Condon Engineering, MILL CREEK INN AND MARINA Scale: AS SHOWN gi g, 64,300 MAIN ROAD (NYS 25) OWNER/APPLICANT: 1755 Sigsbee Road SOUTHOLD, NY Drawn by: JJC Maf ituck, New York 11952 OF MILL CREEK PARTNERS, LLC. P.O. BOX 326 (631) 298-1986 (631) 298-1986 fax /1 CUTCHOGUE, NY 11935 Dale: 61212012 www.condonengineedng.com SANITPLE�,Y PLAN L MORTAR TRAFFIC BEARING STAB FF. 13.69 INV EL 4' SANITARY WASTE PIPE PITCH 114 INCH PER FOOT FROM BUILDING, AND SANITARY MANHOLE 6' SANITARY WASTE PIPE PITCH iM INCH PER FOOT FROM GREASE TRAP INV EL. 2.5'MAX CAST IRON COVER TO GRACE � 25MAX GRADE EL. 12.3 COLI -AR 8'0 CROSSOVER HEAVY DUTY AND LOCKING r CAST IRON COVER TO GRADE GRACE EL. 11.8 6- PVC WASTE LINE PITCHY INCH PER FOOT NV EL 8.6 HIGHEST EXPECTED GROUNDWATER ELEVATION (EL 1.5) INSTALL DUMMY RINGS OR DOME AS NECESSARY TO BRING PROPOSED STRUCTURETO GRADE INVEL7.1J JP RIM 11.2 DUTYANDLOCKING ION COVER TO GRADE RIM 112 NEW 6- CONCRETE SLAB WITH fi%fi W2.0XW20 12 DIAMETER 12'DIAMETER AIN SAND ND GRAVELOTOOPROVIDE LS WITH L7MIN.TO WAN OVER A COMPACTED SUBGRAOE GROUNDWATER ( PROPOSED QUADRUPLE PRECAST SEPTIC TANK DETAIL NG 11) EXISTING LEACHING EXISTING LLEACHING POOL DETAIL POOL DETAIL SANITARY SEPTIC SYSTEM PROMILE (EXISTING LEACHING POOLS) NOTTOSCALE E/ONE EXTREME SERIES DHI52 EJECTOR UNIT HEAVYDUTYANDLOCKING CAST IRON COVER TO GRADE GRADE EL. 11.8 PVCWCAEMAr iV PER MANUFACTURES SPECIFICATIONS) CAST IRON COVER TO GRADE 8'PVCWASTE LINE HEAVY DUTY AND LOCKING PITCHM INCH PER FOOT NV EL 8.65 5 -MIN. CAST IRON COVER TO GRADE INV EL. 8.8 INV EL. 8.8 INV EL 85J NEW 48'0 PRECAST SANITARY MANHOLE (SEE DETAIL SHEET 1) NEW 4- SANITARY WASTE PIPE HIGHEST EXPECTED GROUNDWATER 8'MIN. ELEVATION (EL. 1.5) (PVC SCH 80 PIPE )l RIM 11.2 DUTYANDLOCKING ION COVER TO GRADE RIM 112 NEW 6- CONCRETE SLAB WITH fi%fi W2.0XW20 12 DIAMETER 12'DIAMETER AIN SAND ND GRAVELOTOOPROVIDE LS WITH L7MIN.TO WAN OVER A COMPACTED SUBGRAOE GROUNDWATER ( PROPOSED QUADRUPLE PRECAST SEPTIC TANK DETAIL NG 11) EXISTING LEACHING EXISTING LLEACHING POOL DETAIL POOL DETAIL SANITARY SEPTIC SYSTEM PROMILE (EXISTING LEACHING POOLS) NOTTOSCALE E/ONE EXTREME SERIES DHI52 EJECTOR UNIT (TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURES SPECIFICATIONS) CAST IRON COVER TO GRADE HEAVY DUTY AND LOCKING NEW 48'0 PRECAST: CAST IRON COVER TO GRADE MANHOLE (SEE DETAIL GRADE EL.8.0 NEW 4- SANITARY WASTE PIPE 1 1/4' SANITARY FORCE MAIN NOTE PITCH 114 INCH PER FOOT (PVC SCH 80 PIPE )l 1. SLOPE PIPE EVENLY UP INCLINE AT FRONT OF BUILDING a 24' \�1 6' LINE FROM GREASE TRAP 2 RUN PIPE ATA FLAT SLOPE FROM THE PUMP STATION TO THE FRONT OF THE MAIN BUILDING. EL. 6.8 INV EL. 4.5z 6' PVC WASTE LINE INV EL.325s •.0 _ '•, GROUNDWATER ELEVATION (EL 1.5) PITCH INCH PER FOOT 4' PVC WASTE LINE fi' FLOW LINE PROVIDE 5 C.F. CONCRETE / ANCHOR FOR BALLAST 'J SANITARY SEPTIC SYSTEM PROFILE PITCH 114 INCH PER FOOT INV EL. 10 55-1 NOT TO SCALE 4- PVC WASTE LINE CH 114 INCH PER FOOT TO SEPNCTANK INV EL. 9.25 2 ( DUTY AND LOCKING IRON COVER TO GRADE E? F.F. 13.69 HEAVY DUN AND LOCKING CAST IRON COVER TO GRADE HEAVY DUTY AND LOCKING CAST IRON COVER TO GRADE TRAFFIC BEARING SLA GRADE EL. 12.3 TRAFFIC BEARING SLAB GRADE EL 12.2 24' 6' LINE FROM GREASE TRAP PITCH 114 INCH PER FOOT 20• 6' PVC WASTE LINE __� PITCH INCH PER FOOT 4' PVC WASTE LINE fi' FLOW LINE / 'J PITCH 114 INCH PER FOOT INV EL. 10 55-1 INV EL. 10.35 70' TO SEPTIC TANK 12' MIN. INV EL 9.8 INV EL. 9.6 - INV EL. 9.05 4, � zo Eo 10 MIN MONOLITHIC UNIT C 8'(8'MIN.) 4- 12'DIAMETER HIGHEST EXPECTED GROUNDWATER _ _ _ _ -, _ELEVATION (EL. 1.5) PROPOSED PRECAST GREASE TRAP DETAIL 25- 2V 5'2V MAIL 65- Y DUTY AND LOCKING IRON COVERTOGRADE FROST PROOFING - BEARING SLAB 25 e 6'0 PERFORATED PVC PIPE WITH CLEAN SANG AND GRAVEL 1' MIN. TO PIPE ALL LEACHING POOLS SHALL BE PLACED IN ACCEPTABLE LEACHING PERFORATIONSFACING VOCK AND BENEATH LEACHING POOLS 1'LAVER aF GRAVEL SOILS AS APPROVED BY THE SCDHS. EXCAVATIONISTOBE INTERCONNECTED TO EACH WICK AND CONTINUED A MINIMUM OF 6'-0' INTO SUITABLE MATERIAL AND BENEATH GALLEYS AS SHOWN ON THE PIAN. BACKFILLED AS DETAILED. CUTTING RINGS MAY BE REQUIRED. PROPOSED LEACHING PROPOSED LEACHING PROPOSED LEACHING PROPOSED LEACHING PROPOSED LEACHING GALLEY DETAIL GALLEY DETAIL GALLEY DETAIL GALLEY DETAIL GALLEY DETAIL SANITARY SEPTIC SYSTEM PROFILE (LEACHING GALLEYS) I ZOPREGAST CONCRETE NOT TO SCALE CUTTING RINGS HEAVY DUTY AND LOCKING CAST IRON COVER TO GRADE 2.5' MAX BEARING SLAB 2'MIN. - - - - - - - EXISTING LEACHING EXISTING LEACHING POOL DETAIL POOL DETAIL NEWS' SANITARY WASTE PITCH 118 INCH PER I NEW 6- SANITARY WASTE PIPE PITCH 118 INCH PER FOOT TO DISTRIBUTION LEACHING POOL NEW 48.0 PRECAST SANITARY MANHOLE (SEE DETAIL SHEET 1) (DUTY AND LOCKING IRON COVER TO GRACE dORTAR FROST PROOFING WICKHOLEFILIEO .: WITH CLEAN SAND AND, '-'%,_ GRAVEL(TYP.OF2) ACCEPTABLE LEACHING SOILS A TEST HOLE EXCAVATION INSPECTION TO BE PERFORMED BY THE SCOHS FOR EACH WICK HOLE 10'0 X B' DEEP LEACHING POOL AT EACH WICK APPROXIMATE LOCATION OF ACCEPTABLE LEACHINGSOILS 0 c b a a a (3) 8'0 CROSSOVER ° d d PIPES @20.O.0 a QC1 12'0 X T DE5,250 ( 1 GAL. SEPTlaANK , d /J a Q EP ° a 4 4 SANITARY WASTE PIPE PITCH 1/4 d INCH PER FOOT FROM BUILDING, - d ° a AND SANITARY MANHOLE p 4 6' SANITARY WASTE PIPE PITCH iM a d ° INCH PER FOOT FROM GREASE TRAP p d 12 GALT SEPTIC TANK DEEP - 5,260 OCT 2 5 2012 d QQ p O a p d O a Health Department Approval Stamp O irexrDETIC TANK [ 1 GAL SEPTIC TANK 1�.✓1 $ d a 10/15/12 SCDHS COMMENT ° REVISIONS a I N'OV Y J. E 9d I NEW 6- CONCRETE SLAB WITH 6X6 W20XW2.0 WWM OVER A COMPACTED SUBGRADE PROPOSED TRIPLE PRECAST SEPTIC TANK PLAN NOT TO SCALE S.C.T.M. DIST.1000 SEC. 56 BILK. 07 LOT 02 Plans are prepared by Condon Engineering, P C. It is a vlolegon of the New York Slam EduczBun Law, Adide 145, Section 7209, forany person unless ac8ng undar the direp6on of a licensed Pmfeeslonal EMIr.r, Archlled, or Land Suweyog tc alter anyimminanyway.1fan8embeadrglhe sealofan ElglneeAAmhlme Orland Surveyor Is altered,Ne almdng Engineer, Architect, or Lend Suweyorsh rid alar to Ilea darn Walter seal and the notation'Altered byfollowed by hNArersgnatureaMBre data of euch alterebons, and a sApeci6ede4crip9on of the alteration. DEDw•R dlsnNS ORYV ON 'A") - - ' u ..( ,� - r• Hb (b) 10. VI^ SFr BEEF • �-\-� in� ! `�V-L@�INsky ',�-a^T/. .,v H i�vew ST011e VBIEER W4L-� I' -�- PROPERTY: --- - Greenport, NY 11944 -!W!_ FLNIICR ,ITT`' ( EEALGE99 T - ELEOTwa ANB GRA EXI5TIN6 M -II uNEs Hands on Surveying I'pAm -W5 1�\ 5 TAPB l v11 ,,G I ON WIIA MS PALES DATED 6/22/11 EXISTING UTILITY P S ApCWIL�Lt�%,IIN5 (RESTAIJRANT)' - TO BE RCMOVFD '\ - PIN FlMT ROOR • !L. AD EXI BAMC GF G •A.C'RNT SIId • CL. O(A - IN ELEL METERS TO --��^ FL000 F BE RETIOV ,COO J 0WIL SALE X I E%ISTIN6 POST 1 RAIL DECK _-�� P"�e• i I W NEA. 57ER�.s4 PSO W •��/ FLoov Sn Ii �l AE RLV DOCK W LON j SILL RULKHEAP 2-iSSLPS • MEAN HI 2-10'SLPSI E FME NS Nalx ® WAreR HARK PaeNtt-5sos 1 vNR.TO -NLN INOISE11P5 _____J Q • I L (I.M. MewIKEers) I BE REMOJEB 2.10' SLIPS • ® M 1 sTL(m FBA IN 71 AMeRlcnd I qy 2-13.5'SUPSI I .ss fAS Pea Be.veRr�vlRe->:NTIU ' 1 li ( MPAN HISH WATER \I MARK r___' © • 1 1}I- � e M2.13.9 SLIPS • _J L__ I Lwoxopwrysx FEx5FATp ePT - — - S �! 2-135'SLIPSI OCLESMITNB9Wi1HeP,INF _ _ 1 I ti £ © E%I6T1115 \\ aVB+HEAO AIRES t I FLOATINS, 17 OS TO FLOOD ZONE 12-iPSLIPS •� SeCC REMavm I. \\LINE Nev FILINss- ��• 2-133`Stl_PSI"i I 1 \\ TOP OFeW 5 1 1 31 15 I I \ 11, 111 SLIPS nm, MOATN 1 - � 91LLL&ILKHEAG I IS \\\ I 2.135`KIPS' \I'12 -1 •Q 14• 0'SLIPSS • I I ESEE SHEET SF3{ i I! •� � �t3 E _ SEE SHEET SP 4\ ex snMS VlluTr \ 35 ".TINS TO 1 POLE LILA9L �IIII T I 'r'2-19'SLPS •O INBISENWS MAT IIK I2• -f1 FLOOD �I FLOOD I I (M. EFIOKs)TO EE 2-13.5'SLIP51 I ZONE LIKE \ZONE X( / ___ 3S REMOJEB, pLANr I � / I _ msrLxEeB Aw:A•s rvlTx if • I EKISTINS _ �_L AMERIGNE H VEGETATION qg I • ©j SRA59 (As PE3 DEL • J I, TO REMAIN Boer 2-101SUPS •r -- FLOOD ZONE AE (ELI) 35 10 L !� M 14 WISH NATER NFA BOCK ACCEss- • 2.13.5'SUPSI •® RAMP, OEGK O 1 BILAPIDATm POST, r2-WSLIPS t£W P1uNSs RAa FENce I II f11 S ,I ADMIN TOwEmc-NON II NEw ROALN• O 2.13.5'SLIPSm IFLNNT L 0e A BIM0 r0 I 1 - 41 DOLK W Low PLAMBIDTI 5R AREI.5 1 .FLS TOrSC PS • SILL &ILKHEAB� WBFKN6Rl5I( NTS) LM -T1 �. ftECJIREMeNl51 i I II I `y bill - EXIST[" B1uFIDATED Y1J00 BM.NBAD T' Be . A 2-I&6UPS Jh M �. -- "�" � 2-19.5 SLIPS unutt 1-1 'SHIP Q5 Pale I I exlsnx• BOONS TO BE REMOVID v A M LIPS I� ® ® 2-1915'SO I1 WI 2-10'IFi• 47 ' EX19TIN6 M LPS 40 MARINA O 50 BOAT 1.10 49 SLI _ iLIP 01LM'1DATEB PLANrwO. VCOB ellLKNEAD .WENGAN H EEAG• LAxse ORNAMENTAL 2-18.5'; 6RA55E5 NEW K W L.6 lff.W eLOAT'!YS 1 GOfKW FOSE OF IWTSR,- MEAI1 HIGH WTLR MARK EXISTINS ONK TO R IN - "- ASENLUS HAIERIAL (IP, M[OKS) BE w3fOVEC, PLANT OI5MtBED s my M£fdcnx D15 Sans (As FOR PrO WOSIREM5N NEW LOW SILL 5ULKHEAD f J-- PROPERTY: 64300 Route 25 - Greenport, NY 11944 OWNER: MILL CREEK PARTNERS, LLC zl OT' SII I ( EEALGE99 1 -• \� WATER: GRA ZONING: M -II SURVEYOR: Hands on Surveying -W5 1�\ 5 TAPB Flanders, New York 11901 1®'\ I I\ DATED 6/22/11 OIL v 0 0 6RAV6 FLOOD py ,ZONE X o FLCOO17 ZON VE 1 1 1 1 R••MXR —F'RIbI DOG BUILI —PR9 m i ------------ I M LINE SEE SHEET SP 3 _ :H LINE SEE SHEET SP 4 LANDWARD LIMIT OF FRESHWATER WETLANDS AS DELINEATED BY SUFFOLK ENVIRONMENTAL CONSULTING, IMG. 4/12/06 AND VERIFIED ON 5/25/11 ON. W,%- AST$ POLE LI6M � FIATI� 'I l I b15' TYP S II � 60 FT DI I EBBE LF 1`i r I FLOOD ZONE LINE ( IEIY 1 I SMVEI. NS I pwyEIYAL- WAFO RNU� °FJ -i, 6„;w `NEW RIP RAP SOUTHOLD BAY SITE PLAR SCALE: V= 40'-0" -NEW RIP RAP PARKING TOTAL 124 R=1803.83' L=292.75 (TIE UNE ALONG MEAN HIGH WATER MARIA IT SCTM # 1000.56-07-02 PROPERTY: 64300 Route 25 ADDRESS Greenport, NY 11944 OWNER: MILL CREEK PARTNERS, LLC SITE: 142,441 SQ.FT. = 3.27 ACRES LAND UNDER WATER: 57,885 SQ FT ZONING: M -II SURVEYOR: Hands on Surveying 26 Silver Brook Drive Z Flanders, New York 11901 OL LICENSE #050363 r DATED 6/22/11 0 Z z W /a N W O a J 0WIL �����►6 Z W W W X o8 Z. rAa. a J 2• W J• 71L•0mu N W• f a l-• �g W U)• GOOF NEyy YO 117 C, TZ 017953- �Uti SSR PROJ NO: 1110 DRAWN BY: UT CHECKED BY: NS DATE: March 2, 2012 SCALE: 1" = 40--0-- 0'-0"SHEET SHEETTITLE: SITE PLAN SHEET NO: SP2 ,Ira v 0 0 6RAV6 FLOOD py ,ZONE X o FLCOO17 ZON VE 1 1 1 1 R••MXR —F'RIbI DOG BUILI —PR9 m i ------------ I M LINE SEE SHEET SP 3 _ :H LINE SEE SHEET SP 4 LANDWARD LIMIT OF FRESHWATER WETLANDS AS DELINEATED BY SUFFOLK ENVIRONMENTAL CONSULTING, IMG. 4/12/06 AND VERIFIED ON 5/25/11 ON. W,%- AST$ POLE LI6M � FIATI� 'I l I b15' TYP S II � 60 FT DI I EBBE LF 1`i r I FLOOD ZONE LINE ( IEIY 1 I SMVEI. NS I pwyEIYAL- WAFO RNU� °FJ -i, 6„;w `NEW RIP RAP SOUTHOLD BAY SITE PLAR SCALE: V= 40'-0" -NEW RIP RAP PARKING TOTAL 124 R=1803.83' L=292.75 (TIE UNE ALONG MEAN HIGH WATER MARIA IT SCTM # 1000.56-07-02 PROPERTY: 64300 Route 25 ADDRESS Greenport, NY 11944 OWNER: MILL CREEK PARTNERS, LLC SITE: 142,441 SQ.FT. = 3.27 ACRES LAND UNDER WATER: 57,885 SQ FT ZONING: M -II SURVEYOR: Hands on Surveying 26 Silver Brook Drive Z Flanders, New York 11901 OL LICENSE #050363 r DATED 6/22/11 PARKING REQUIREMENTS RESTAURANT: 1 SPACE PER 3 SEATS OR 1 SPACE PER 100 SF OF FLOOR AREA WHICHEVER IS GREATER TOTAL SEATS CALCULATION: INTERIOR -180 SEATS = 60 SPACES SQUARE FOOTAGE CALCULATION: FIRST FLOOR PUBLIC AREAS: 3,117 SF 1100 = 31.17 SPACES SECOND FLOOR PUBLIC AREA: 2,509 SF 1100 = 25.09 SPACE TOTAL 56.25 SPACES THE TOTAL NUMBER OF PARKING SPACES IS GREATER WHEN THE CALCULATION IS BASED ON THE TOTAL NUMBER OF SEATS, THEREFORE 60 SPACES WOULD BE REQUIRED. MARINA: 1 SPACE PER BOAT SLIP 50 BOAT SLIPS = 50 SPACES TOTAL PARKING SPACES REQUIRED: 110 SPACES w/ 5 HC ACCESSIBLE TOTAL PARKING SPACES PROVIDED: 124 SPACES w/ 5 HC ACCESSIBLE BOAT SLIPS MARINA: (6) 18.5' WIDE SLIPS (16)13.5' WIDE SLIPS (28) 10.0' WIDE SLIPS EXISTING BOAT SLIPS: 50 SLIPS PROPOSED BOAT SLIPS: 50 SLIPS DRAINAGE CALCULATIONS: (DW) "A" ROOF STRUCTURE & ENTRY DRIVEWAY ROOF AREA: DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW) "A" 6,555 SF x (2/12 FT.) x 1.0 = 943 CU. FT. ENTRY DRIVEWAY: DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW) "A" 10,374 SF x (2112 FT.) X 0.9 =1556 CU. FT. USE: (6) 10' DIAMETER x 8' HIGH POOL (6) 10' X 6' STORM DRAIN RING 1112463 CU' FT' USE: (8) 10' DIAMETER x 4' HIGH POOL (8) 10' X 4' STORM DRAIN RING = 2189 CU. FT. PROVIDED REQUIRED SEP - 5 2012 4652 CU. FT. > 2499 CU. FT. (DW) "B" DRIVEWAY PARKING AREA DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW) "B" 46,586 SF x (2/12 FT.) x 1.0 = 7765 CU. FT. USE: 10' DIAMETER x 114' HIGH POOL, OR USE: (21) 10' DIAMETER x 4' HIGH POOL (21) 10' X 4' STORM DRAIN RING = 5747 CU. FT. USE: (21) 10' DIAMETER SOLID WALL DOMES (21) 10' SOLID WALL DOMES- 2282 CU. FT. PROVIDED REQUIRED 8029 CU. FT. > 7765 CU. FT. SITE PLAN APPROVAL d REVISIONS: May 23, 2012 ADJACENT PROPERTY July 9, 2012 BOATYARD Aug 22, 2012 SANITARY SYSTEM REV AUG 28, 2012 BOATYARD RELOCATED Q 0 � W Z Z OL r 0 Z z W /a N W O a J 0WIL Z W W W X o8 Z. rAa. a J 2• W J• 71L•0mu N W• f a l-• �g W U)• GOOF NEyy YO 117 C, TZ 017953- �Uti SSR PROJ NO: 1110 DRAWN BY: UT CHECKED BY: NS DATE: March 2, 2012 SCALE: 1" = 40--0-- 0'-0"SHEET SHEETTITLE: SITE PLAN SHEET NO: SP2 a OVERHEAD EN E11 b DKyM I - MIN (E) l0' EIA 6FT D WMFBTER LO, WITH & F FRIVAGY �1NEw_9TONE VENEER Y "Ii TO EXETINS POST NEN LLE55 - BTAIR9 1 MEAN HIGH WA ER—. MARK IANDNRORFORM@LYOF , (NMD9M EBMT5110 N0. OVERHEAD WIPES— FLOOD ZONE LINE FLOOD—' I FLOOD ZONE LINE \`ZONE X Ve6ETATION TO REMAIN FLOOD ZONE AE (ELI) — MEAN HIGH NATER B"STIM 0 TO REMAIN - NDN, IND16mom MATERIAL 02.1 BRILKS) TO BE REMOVED, PL T VBWKSEV AREA5 AIV AMERICAN SEI H 6 E5 (AE PER DEc RELIRIMi ROUTE EX15TN5 MAM ' � BIIILDINIS; (RESTAURANT), \, TIN FIRM PLOLR - BL RD . erBe-exr wtl . s�.. Bon YWGI wx DEC t.2 -1a SLIPS 2-ia SLIPS --- E N HI -- I 1 TATER MARK 21 I 2.1V SLIPS •© M4�� 2-13.5 SLIPS' I 1, I I ' �"— 19 [---� I • I 11 HAW SLIPS -1� 2-135'SLIP91 11 G I _ r6-1 I Be REMOVID , II II2.10'SLIPS I, NSI J tmmv FILINss_„ 2-13Fu'SgPSi Ig N 31 75 1 12-1V SLIPS NEN FLOATING I I' I Ili 91LL WLKHLRM' 14 1 1 1 •O 0 2.13.65LIP5'I 1 "2.10 -SLIPS —13• I 1 V . 34— I y,1 O E%15TI AIN - T0' 1A 2-1a SLIPS INDI6ENOb MATERIAL© -"1 OE.. BRICKS) TO Be 2.13.5'sLIPSI 36 ReMweD, PLANT ITH vISIMNBE E011 Al r>ER11 CAN AnH � �/ iI^ •© ERA'S (AB P01 D • � DPr 1�2-,a SLIPS • 39 ReWIREMEME) 70 14 NE]OLOKAUEaS- 2.13.5'SLIPS II �1 II __—� • 9B RAMP 1 DELK © I JF 2. 1D''SLIPS NEA FILIi I NF1V ROATIIK O • 41 vOLK W LOw 2-135'SLPSI 1 -1 T05ZIPSI ./,�� EILL BULKNEA O L -T71 R4 111 , 2.10'pLIP3 O M, M I�_--®- J 2.18.6SLIPS 1.1'S<,IP Q5 '� ew6rIN6�� M I '_-V�FLvnrinb J DOGKE rO BE, REMOVE➢ 7PS �I O 2.1015SLIP 2-,0' I'�j• 47 W' EXI5TIN6 0 PS MARI • ® 50 EIOAT t -1a 49 GI Ia, _ � $$\\LIP 5 PurvrlN6s, O _ /1MDtLAN PEALH 1 LARGE °RNAI'ExrA'=1 2- 78.5' SI 6RAEBE9 \ KwFLOATING'�4. ,yw FLOAT^N6, O LOry cum \ %j I 'a i `'FRES HIN/rMTE;R WETLA� AS ` VhU' AF Eb 5Y SU FOLK ENVIRONMENTAL Wi)LTING,I;Z .IIMC. 4/12/Qb AND RIFIETJ-ON-,3; -' All I 1 1 •J I Or I 1 I -AREA G'EARINS •'•.•� ((SHi HAVHED) \ I \ 1 11 \ 1 1 \! 1, 1' C I f ' iFCIE VUt ,., OWNER: eD6B OF HIMTER, MEAN GH TER SITE: 142,441 SQ.FT, = 3.27 ACRES MW O WATER: 57,885 SQ FT NEN DO I M -II SURVEYOR: '� ALLe9E EXISTING BANK TO REMAIN -NLN INOIGEIbUS MATERIAL 0. EUOKS) III ( TO BE REMdvED, FLAM DIGNRBEE LICENSE #050363 ArieAs KITH AMER16AN B 14 6RA55 (A9 FER P. Rlfi11REF1ENT9) I '� ', PICNIC 1 LIQ B ' OR�VElYLLAY; DOS NEW LOW SILL a uJ BULKHEAD N W CA I� 1,° � � I\ ` � J � J LU )I y I 55 MpRAIL 4 W • � �T2" i U) a• 6 J2• 5 08 cum \ %j I 'a i `'FRES HIN/rMTE;R WETLA� AS ` VhU' AF Eb 5Y SU FOLK ENVIRONMENTAL Wi)LTING,I;Z .IIMC. 4/12/Qb AND RIFIETJ-ON-,3; -' All I 1 1 •J I Or I 1 I -AREA G'EARINS •'•.•� ((SHi HAVHED) \ I \ 1 11 \ 1 1 \! 1, 1' C I 'I iFCIE VUt Greenport, NY 11944 OWNER: MILL CREEK PARTNERS, LLC SITE: 142,441 SQ.FT, = 3.27 ACRES TJ16'TYP �_ IVe��(YYMT WATER: 57,885 SQ FT ZONING: M -II SURVEYOR: Hands on Surveying 26 Silver Brook Drive III ( MEN ENA LICENSE #050363 DATED 6/22/11 LOCATION 1 LIQ B ' OR�VElYLLAY; Z a uJ N W I I 1,° � � T 6y•, � J � J LU )I y I 55 MpRAIL � `; ii W a6 Z. U) a• 6 J2• 5 08 W J•�� g z 7 W• „ F- al-. sg U) Ul• TE of NEIT.y I i. I enNe E NO: 1110 .•, UT CHECKED BY: NS DATE: March 2, 2012 SCALE: 1" = 40'-0" SHEET TITLE: SITE PLAN \' X11 FOLB 1'i f' LIGHT Fl)[IIIRE I 60 FT D14 I HER FSG O cLE' A- NFw - NEWTRA E I Nam FLOOD ZONE X oo_ 70D ZON TOP OF BA�4�I 'S lcw -NEW RIP RAP SOUTHOLD BAY SITE PLAR SCALE: 1" = 40'-0" I I TAX, -+IAP 1000-56-07-4:, N ; jOPERTY LEASED ESY MILL n `\ GREEK PARTNERS 5/1/12 \ I (5EE LEA5E AGREEMENT FOR 1`._ ADDITIONAL INFORMATION)-' 1 LIVIONOWORFgiAIERLYOF ' PWNOIRMOPSLI \ \, \ REIMAIBI EBINnS ,A LANDWARD LIMIT OF FRE514WATER WETLANDS AS DELINEATED BY SUFFOLK ENVIRONMENTAL CONSULTING, IMG. 4/12/06 AND VERIFIED ON 5/25/11 PROP05ED BOAT YARD (storage or boats and trallero) 1 MATCH LINE SEE SHEET SP 3_ II MATCHUNESEESHEETSP4 R IN V I IRR! GRATE ANM � AINwA ER F FROM Ns BwAce A -FLOOD ZONE \\ I LINE \ 1 aF BAJIK - a R=1803.83' L=292.75 (TIE NNEALONG MEAN HIGH WATER MW NEW RIP RAP SITE PLAN INDEX PARKING SPI KEY PLAN, 100th scale TOTAL 111 SP 2 SITE PLAN, 40th scale SP 3 ENLARGED SITE PLAN NORTH, 20th scale SP 4 ENLARGED SITE PLAN SOUTH, 20th scale SP 5 ENLARGED SITE PLAN - GRADING, DRAINAGE & LAYOUT SP 6 ENLARGED SITE PLAN - LANDSCAPE & LIGHTING SP 7 SECTION THRU MARINA BASIN 1 FIRST FLOOR PLAN - RESTAURANT 2 SECOND FLOOR PLAN, BASEMENT PLAN - RESTAURANT 3 BUILDING ELEVATIONS - RESTAURANT 4 FLOOR PLANS & ELEVATIONS - DOCK MASTERS BUILDING SCTM # 1000.56-07.02 PROPERTY: 64300 Route 25 ADDRESS Greenport, NY 11944 OWNER: MILL CREEK PARTNERS, LLC SITE: 142,441 SQ.FT, = 3.27 ACRES LAND UNDER O a WATER: 57,885 SQ FT ZONING: M -II SURVEYOR: Hands on Surveying 26 Silver Brook Drive Flanders, New York 11901 LICENSE #050363 DATED 6/22/11 LOCATION MAP Z a uJ N W O T I � J � J LU z .I R IN V I IRR! GRATE ANM � AINwA ER F FROM Ns BwAce A -FLOOD ZONE \\ I LINE \ 1 aF BAJIK - a R=1803.83' L=292.75 (TIE NNEALONG MEAN HIGH WATER MW NEW RIP RAP SITE PLAN INDEX PARKING SPI KEY PLAN, 100th scale TOTAL 111 SP 2 SITE PLAN, 40th scale SP 3 ENLARGED SITE PLAN NORTH, 20th scale SP 4 ENLARGED SITE PLAN SOUTH, 20th scale SP 5 ENLARGED SITE PLAN - GRADING, DRAINAGE & LAYOUT SP 6 ENLARGED SITE PLAN - LANDSCAPE & LIGHTING SP 7 SECTION THRU MARINA BASIN 1 FIRST FLOOR PLAN - RESTAURANT 2 SECOND FLOOR PLAN, BASEMENT PLAN - RESTAURANT 3 BUILDING ELEVATIONS - RESTAURANT 4 FLOOR PLANS & ELEVATIONS - DOCK MASTERS BUILDING SCTM # 1000.56-07.02 PROPERTY: 64300 Route 25 ADDRESS Greenport, NY 11944 OWNER: MILL CREEK PARTNERS, LLC SITE: 142,441 SQ.FT, = 3.27 ACRES LAND UNDER O a WATER: 57,885 SQ FT ZONING: M -II SURVEYOR: Hands on Surveying 26 Silver Brook Drive Flanders, New York 11901 LICENSE #050363 DATED 6/22/11 LOCATION MAP PARKING REQUIREMENTS RESTAURANT: 1 SPACE PER 3 SEATS OR 1 SPACE PER 100 SF OF FLOOR AREA WHICHEVER IS GREATER TOTAL SEATS CALCULATION: INTERIOR - 180 SEATS = 60 SPACES SQUARE FOOTAGE CALCULATION: FIRST FLOOR PUBLIC AREAS: 3,117 SF / 100 = 31.17 SPACES SECOND FLOOR PUBLIC AREA: 2,509 SF / 100 = 25.09 SPACE TOTAL 56.25 SPACES THE TOTAL NUMBER OF PARKING SPACES IS GREATER WHEN THE CALCULATION IS BASED ON THE TOTAL NUMBER OF SEATS, THEREFORE 60 SPACES WOULD BE REQUIRED. MARINA: 1 SPACE PER BOAT SLIP 50 BOAT SLIPS = 50 SPACES TOTAL PARKING SPACES REQUIRED: 110 SPACES w/ 5 HC ACCESSIBLE TOTAL PARKING SPACES PROVIDED: 111 SPACES wl 5 HC ACCESSIBLE BOAT SLIPS MARINA: (6) 18.5' WIDE SLIPS (16) 13.5' WIDE SLIPS (28) 10.0' WIDE SLIPS EXISTING BOAT SLIPS: 50 SLIPS PROPOSED BOAT SLIPS: 50 SLIPS Ed DRAINAGE CALCULATIONS: (DW) "A" ROOF STRUCTURE $ ENTRY DRIVEWAY ROOF AREA: DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW) "A" 6,555 SF x (2/12 FT.) x 1.0 = 943 CU. FT. ENTRY DRIVEWAY: DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW) "A" 10,374 SF x (2112 FT.) x 0.9 =1556 CU. FT. USE: (6) 10' DIAMETER x 6' HIGH POOL (6) 10' X 6' STORM DRAIN RING = 2463 CU. FT. USE: (8) 10' DIAMETER x 4' HIGH POOL (8) 10' X 4' STORM DRAIN RING = 2189 CU. FT. PROVIDED REQUIRED -c lcl 4652 CU. FT. > 2499 CU. FT. `i �� l �! D �� 1'I I (DW) "B" DRIVEWAY PARKING AREAAUL t 2012 I'I DRY WELL AREA x RAINFALL x RUNOFF FACTOR - L- (DW) "B" 46,586 SF x (2/12 FT.) x 1.0 = 7765 CU. FT. --------- -- USE: 10' DIAMETER x 114' HIGH POOL, OR �' si,�;;;;� r'°i USE: (21) 10' DIAMETER x V HIGH POOL -- (21) 10'X 4' STORM DRAIN RING = 5747 CU. FT. USE: (21) 10' DIAMETER SOLID WALL DOMES (21) 10' SOLID WALL DOMES = 2282 CU. FT. PROVIDED REQUIRED 8029 CU. FT. > 7765 CU. FT. SITE PLAN APPROVAL REVISIONS: May 23, 2012 ADJACENT PROPERTY July 9, 2012 BOATYARD a Z� O O a ~ W z z O FmZ Q Z a uJ N W O Q � J � J LU z 11.1 W a6 Z. U) a• 6 J2• 5 08 W J•�� g z 7 W• „ F- al-. sg U) Ul• TE of NEIT.y = 9Z F-: E NO: 1110 DRAWN BY: UT CHECKED BY: NS DATE: March 2, 2012 SCALE: 1" = 40'-0" SHEET TITLE: SITE PLAN SHE- NO: SP2 GENERAL STORM WATER POLLUTION PREVENTION NOTES SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE Development activities for this project an consist of. 1. Iretallalbn ofemsbn ce t consul measures fenamers, slope stabilization). I=Ialbn of elle temporary turbidity cu ton W the entrance to the boat basin 3. Immil mw low sill bulkheads In boat bust 4. Consbuction of a temporary discount site Molding of orange spalls dudlg dredging of mum basin) 5. Clean up of existing bank along boat basin and bay grant -con Indigenous ma@rlel (Le.: becks) to be 6. removed 7 1mutation of the temporary turbidity curtain to limb of diedgIng. 8. Doing Ing of the beat basin and inlet channel bottom 9. Construction of a new stone its embankment and associated fill and radio behind embankment P P grading 10 InstClearing an ofofnevation In and shown n the beetbasin 11. I.Wile of of vegetation lnareese,under site plane 12. Intension of rmnage emosemc ntral underground! isms 73 Insbllalwn dremdning elision uonlol measures (Inlet protection). 14. Constmclin al a new covered w drudure and new entry tonce to the coming building 15. Consloofion al new exterior dads next to the exlsling bolding Inters(conehow of Me esbti Main Building ng 17 Combustion of anew Dock Maslen building alonAwithora arms ground alectdal and seWcsystem 78. CcnsWction of new dock access structuresshown an its Plan. . 79. Cc situation of new abinirg wells as shown on Site Piens. 20 Addthnm of new parking areas Including goal and new parking surfaces and new curbs 21. Renovation of exketing parting areas bounding grading and parking As msudacirg and new Aero 22. Ado wn of parking area guard ells, light post with lighting 23. New plantings along existing bank at hand basin and as shown ns de plans 24 Removal of the emslon control measures. SITE DATA TOTAL SITE AREA SCTM 100056-07-027.47 =3.27 ACRES SCTM 100MB-074.1 =4.20 ACRES =747 ACRES PRE -CONSTRUCTION IMPERVIOUS AREA=0203ACRES POST -CONSTRUCTION IMPERVIOUS AREA =0.472 ACRES TOTAL DRAINAGE AREA =1,50 ACRES PRE -CONSTRUCTION IMPERVIOUS AREA =0.203 AC 11.50 AC=13.5% POST -CONSTRUCTION IMPERVIOUS AREA =0.472 AC 11.50 AC=315% Soil Claaificul Fd - Flt land, crushed material and Wit -Walpole sandy loam Receiving Wwea. Sculhold Bay CowAr.. Burger Communist Pollution Control Measures: In accordance with to pratbns of the USEPA General Permit, corm water management and erosion and sediment control measures including, but not limited to, the following Arl be employed during construction: A. Existing vegetation to remain shall be pMeded by mabllabon of consbrdbn fence or other approved means and shall remain undisturbed. B. Cleat and Gradin shall he selmouled so as b minimae the extent of exposed areas and the len of done that areas am expand. Gratletl and ctrl areas shall atbTaed Clearing g po length pre Peed keel Neighthe useen mandamus graved by the SendSDRE mixtures shell be In accordance with Soil Consenatlan Service resommendetbm. Amaximum o15 acres shallbedtluNed slam time unless wntian pemirsion Is granted by the NYSDEC. C Bare sou An he Beetled within 14 days of exposure, unleas construction will boom wtiMn 21 days, as sestiom are completed, or if Asbestos on an area is smmrded, the area shall be sanded unsteady. a. Seed preseason- scanty sol if compacted, remove debts and obabdm such as make we stumps. b. Sall amendment: b.a. Lime to pH 6.0. IRA Farther with 6600 go. of5-1D-10 orequivalend per acre (14 Me 111011 sq. IN). c. Seed Mixtures c.a. Temporary seedlings ca a. Ryegrass (annual or perennial) @ 30 Me per acre (0.7 ths. per 1,000 sq h) c. a. b.Car6Md'Amstmk' winlerrye (cemal rye) ®1001be. peracm (2.5Ibe per 1,000 sq IL) Use winter rye Ifseading In October/November As. Penmmnlaeedlings-See Lanumpig Plans D. The length and steepness ofclmred slopes such the mbimaed to whim mmlfvelocipes Rome shall betliverted may fen And slopes. E. Setliment shell he tapped on Ne site and not narrow to enter adjarend preperdes or pubic mans artlalnage systems. Sediment harmers shall be lmtlled along the lbnRs oftlisturbance pnnrto the start at constudlon and shall be maintained until construction is mmpfeto. Sediment to be wood gran the sediment Imps and pontis when the design opacity Is reduced by 50%. F Anbbllland m.noUDa enhance shall be maintained to prevent. 11 and loose debts form berg tacked onto local mads The mnslruction announce shall M mambeflned into the abet permanently noticed Any window hacked onto public roadways to be nnpved or cleaned on a dally bust. G. A qualified inspector t conduct site impectbne and document Ne effectiveness of all emslon and sediment cannot ponlms awry seven days or after a X- Inch min event. Inspection LePence shall be mainstem# in a was log book. H. Ali mnoh shell be retained onsite In accordance with local regulalbns and amervals. Dainngeinlet installed on -de shell be protected from sediment holdup tihaph the use Inappropriate Ruled protctgn I. Appropriate means shell be used to marl dust dunn construction.g J. Sediment bamee and other ARM control measures shall rein in place unit upland disturbed areas an pemnedy stationed. Following Pemmnt stbihatwnpaved auras shall be csiamd of sod and debris and dales es tons shall be deansd and fiushetl as masse g M ry. The maeraeratacantractor is responsible for Inspection antlro rmalndenanceof erode control measures. lnsec0onsmmtbe eomedbaodifiederasionwnbals 'alis K h n professional p d po pec p pe p pe Y Poe 4 licensedhanone halengineer oraancedtechnician workingunder de, but a moll afan of licensed of engin, er sedieryavena crystal, cr days andinandlaletyafierpeuds of Mull greater than one hall inch Maintenance Measures entolnGutle, butane not limited to; creating of recberge basins, setllnLeM trapsaM crystals, cleaning end raperaFsediment berters, aper of beets and much diveurs, and deaning and repair of Inlet protection devices. The ownerlopembdcordw rIs required to malnMln coples of the N01, SWPPP and genes pemh mm -ole at ell times The N01 and General Pemh shall also be posted at the We at all times L During construction, the centommr wit comply with all sal reg stations concerning the disposal of solid waste, debt and toxic and hazardous wase, a nil as andary sewer anti septic system iegulatbns. Temporary fencing shall he erected around the perimeter of the site word with the placement ofdumpdea to cardind the buildup of debris. The connector stand perle ially dean up any beside accumulated along the lempoary since and empty Me dumps ea regularly. M. Sea landscaping plans for permanent vegetation alabilta0on. N. The contractor must complete the combustion sequence schedule in the report wah Bbd and end dote. the r e necessary wards of comthlatior, actMNes ation of ins edlonreform, andre rd rekme of 0 Unless dhethe proredauthormoamr,essary aclomsdoith the responsible for maintaining the ry ,preps p song pollutants i the poperauthodties as mxeaery to amply with the SPDEG General PoniG TM connector miss mal any regaled motll0catiors to the SWPPP nemnsufetl by fent coMobns or consWctlon actwties b the Engineer for revision of the SWPPP where appropriate. P The N01, SWPPP and Inspection nations; required by this pend am public documents that Ne owner or operator must make suitable for ani and copying by any peon wfthin live (5) business days of the war or operator receiving a wren request by any such person to Levine the NOR, SWPPP or Inspection sport. Copying of documents will bedone atthe requesters expense. Q. Aller the project is complain, the awnsrlopemberatI he responsible (or filing a Notice of Terminal IN OT) will, Ne NYSDEC to close out the open SPDES Genial Peek for MA than xatr was ham the constmctlon activity. R. PostAnne trmeasunestobe Inspected blsmualy. Seilhnnt and Mae to he removed fmm slam water sbudures as memory and landscaping Is be supplemented and malntiedas necessary. Certifications: Nates: "I Party that I have read or been advised of the permltcondlems and believe I understand them. I am swam of the requirements of the SPDES General Puma No. GP -0-10-001 it steam water mush ham Ne construction activity and will comply with the preparation of the Notice of Intent (NOP, Sedimentation and Erosion Control Han and the Slom Water Pdiutrn Prevention Ran.' ra ngnver 0Pa E ICerbficabon I hereby certify unser penalty of law that the Stone Water Pallubm PLevemon Plan (SWPPP) has bean developed in accordance with Ne New Yolk State Stan Weter MmagemWDngn Manua, the New York Stale Standards and Spenuicalbns for Eosin and Sediment Consul, Best Management Freedom as recovery to cnfnnto USEPA Ston Water Nils of Regulators, and the terms and nnditlom of the New York Slate Pollution Dlschsge Bi nlndbn System (SPDES) general pent for An wafer discharges ham conaWctlon adwlties. RMn N.M.: rue Date.. Conlmctor Cedfitetlon I hereby amly that I ushowed and ad me to comply won the tens and conditions of the SWPPP and agree b Implement any conmtive adbm Identified by the qual led Ins"r dueng a elle impeclbn.I also adamine bat the owner or operear mot canply with the terve and comildons of Me out current version of 0m New York Slate Pointed Discharge E onlnatlon System ('SPDES') general pemit for slam water discharges ham mmWCtion advises and Met It le udswlW for any person In muse or contribute W a vbla0on of water gmhty sbWtl s. Furenae,l understand that certifying false, inclined or Inaccum a infbmflon is a violation of the Leferanad pen0 and the laws of the Slat of New York and mold subject me to criminal, civil and/or administrative pmaeiings Note: The Contractor and all sub<ordnebn nest sign this CIMm. SF AREA OF EXISTING CONCRETE WALL TO BE- REMOVED E REMOVVEENEER NWALL WITH NEWDE NEW STONE MAIN EXISTING SEPTIC Y STAIRS SYSTEM (STATE NEW, 1 OVERHEAD WIRES, RAIL EXISTING UTILITY POLE NYT-EII \ it EXISTING WATER SERVICE o I%II� �,y,Z_I �1 E EXISTING DRYWELLS (DW "A") - --I'$EPjj�l (6) 10' DIA 6FT DEEP PAREAG \ SY3T2M TO OIL &,` DUMPSTER LOCATION WITH 6 CA REMAIN - 13WESTONE7 FT HIGH PRIVACY FENCE- DRIVEWAY iWATER NEW STONE VENEER WALL _ - -_ PLANTER / EXISTING r NEW UNDERGROUND ELECTRIC FRAME AND UTILITY UNES ( BUILDING NEW ELEC METERS (RESTAURANT) ' ON BUILDING FACE Ix PLA TER FIN FIRST FLOOR VXISTING UTILITY POLE EL. 13.5 FLUOD / TO BE REMOVED WOOD BASEMENT SLAB_ _-WOOD ZONE X "NG BANK OF ELEC DECK EL 5:08' ZDECK' ERS TO BE REMOVED EXISTING POST i ZONE AI 1 RAIL FENCE 11 I I NEW DOCK ACCESS ] NEW FLOATING DOCK CRAMP, STAIRS & DECK v AREA OF NEW FLOAnNG DOCK ' DREDGINGA W/ LOW SILL BULLKHEAD Iy NG K TO MI NONINDI E _ III EXISTING UTILITY MATERIAL (I.E.: BRICKS) 1 POLE NYT-850S i TO BE REMOVED, PLANT I I DISTURBED AREAS WITH ---'I MEAN HIGH 1 r___= AMERICAN BEACH GRASS `-- 1. ^.^.^WATER MARK ^c I a t i l .. 1 I L ---T EXISTING UTILITY POLE NYT-851 NEW TR 6BT I S CURB A NEW COB CURB ` w 1 TRIC FRAME m 4,303 SF A COVER PARKIN TRY I AREA I CURB OIL & BLUESTONEI DRIVEWAY GRAVEL DRIVEWAY 1 y Q v II F H-__- r___' 1 r FLOATING= -1___.{ rb yt OVERHEAD WIRE a • DOCK TO BE I l \ OLID ZONE at LINE REMOVED MEA HIG Y NZ WATER MARK �a� 1 \TOP OF BANK z r N NEW PILINGS � I 3,181 SF AREA OF Ni'( x NEW FLOATING j i) I Z DISTURBANCE (ON SITE Sit _ DOCK W/ LOW 1 O 06 �I SILL BULKHEAD ---I F3 Q Z AREA OF DREDGING ` I I 1 I I a I PROPOSED NEW DOCK I EXISTING UTILITY POLE LIE -33C ; I MASTER BUILDING L 1i i i N FLOOD ZONE LINE --+FLOOD 1 , ---H FF ELEV +8.2' 11 ZONE X EXISTING VEGETATION TO REMAIN � ��- 1'.� �K�v I 1 1 4 I EXISTING MARINA -� 0O FLOOD ZONE AE (EL7) I i 50 BOAT SLIPS MEAN HIGH WATER MARK' 1 I _ • • i I NEW DOCK ACCESS r; -J RAMP &DECK 1 j rD DILAPIDATED POST &RAIL FENCE I NEW PILINGS - x //W V I EXISTING BANK TO REMAIN - NO EXISTING I I I NEW FLOATING 1 11 i INDIGENOUS MATERIAL (I.E.: Y I F---� ,DOCK W/ LOW SILL 111 'f BRICKS) TO BE REMOVED, PLANT d 0 C L -Ti BULKHEAD d1 Z d DISTURBED AREAS WITH AMERICAN U) Y W O 'C t.1 tell O BEACH GRASS (AS PER DEC += al) N � {TASTING BANK TO REMAIN 00 C _ c REQUIREMENTS) 1 / I NON INDIGENOUS MATERIAL ` t ___ (I.E.: BRICKS) TO BE II F BEMVED, II 'x 1110 C ' PLANT DISTURBED WITH UT CHECKED BY: 1CREAS AMERICAN BEACH C --i GRASS 1 I 3C EXISTING DILAPIDATE ( �P'F' June 22, 2012 1 WOOD BULKHEAD TO BE 1" = 40'-0" SHEET TITLE: SWPPP REMOVED 8 / ----- TT: -EXISTING FLOATING _a PLAN SHEET NO: DOCKS TO BE 1 1 111 t`tt REMOVED, 11• A ; 1 r • AREA OF DREDGING DILAPIDATED WOOD BULKHEAD I NEW FLOATING DOCK W/ h I LOW SILO BULKHEAD I, FLOATING DOCK RELOCATED �7!\i• NEW DOCK 7 i TEMPORARILYOFNEW LOWURING CONSTRUCTIONSILL BULKHEAD AND I 77f7g, ACCESS' DREDGING OF BOAT BASIN BOTTOM \ _.h DGE OF WATER, MEAN IHUGH WATER MARK EXISTINGIBANK TO REMAIN - NON INpIGENOUS MATERIAL DISTO BIRE-1,10.1-0,E..:BRICKS) TURBED I AREAS WI AMERICAN BEACH GRASS I I II NEW LOW SILL II BULKHEAD I I i� z I A I ,IA I P I I x I yaG rd+ 1 AREA OF 1 . DREDGING DREDGE TO 6 1 ET AT FLOW WATERN 1 1 lli 6 8 AC GRAVEL PICNIC AREA 0 OF 0 I.o j s 1 to / e I/j s j 1 8 .WSyG EO jPi 1 D s OVERHEAD UTILITY / i o _ 8 WI = 11 8 1 S�52 5191 W WOODED AREA EDGE OF EXISTING CLEARING 7 NEW ENTRY 1-11Lltvil I 18- 1 As .�FRI'H WATER WFTI_AlNIdS A5 ONE DELINFAFEO BY TDFFpTLl, EPIVIRnbIMEHIAL OE�I6ULIIND, 8 0 IMC /I_' /Ta ALD vFRInEE I n 7 I II m° `'/T7/I I 1 9 " \ 9 8 I E OF SITE I 9 t TIMBER G II CURB \ \ 7 9,805 S A €A OF 1 g 1 I 10 DISTURBSICE TOFF Sl*� 'T MIT, `1 FRESHWATER 10 1 ' CLEARIN 9 \\ WETLANDS '\ Y s IN :At 7 `ay 8 1 \ IIII\� 7 ANIPPED SIBL DOCK S _y & NTERCCMNECT\ALL Y IIII STORM DRAIN RINGS W/ iI 10 UND UNO DRA fT11PE / 7 a i iIJ 7 1 1111 i -TEST HOLE A-LIMIT1 F EL +7.9 C CLEARING LAND NOW OR FORMERLY OF PRINCIPI PROPS LLC PARKING III AREA FRESHWATER GE OF WETLANDS EXISTING PAVING I ( III I` IIII jI, I � POSED SANITARY 111 11 F0 E MAIN I 11111 1. 1 �i a � A II IIII I P KING 8 EA OE OF l EXISTING A 0 PAVING 1 1E IIII \ 7 IIII \ 1 LIMITr OF GRAVEL CLEARING DRIVEWAY r IIII 16 FRESHWATER 7 WETLANDS I '-NEW GUARD RAIL LANDWARD I IMI I OF FRESHWATER 1 & TIMBER C RB WIILANDs AS DEUNLAIF_D BY 6 SU FFaLh_ EN VI; GPJMEN TAI IIII pqRKING CON9JLTINC, IMr '/IL/D0 AND 4ANEA tel VERIFIED ON 5/23/1 I 1 TOP OF BANK jl 8 UMIT OF IIII 1 iI CLEARING I i I EW I I TIMBER CURB i GRAVEL DRIVEWAY $ ELOCA FLAG P E III 1 OLID ZONE HE LINE 1 HE % ___ O I OD ZONE (ELIO) EW GUARD 8 6 ' OF 8 &/ RAIL 57 1 5 5 .1 MFAN HIf:H WATFR LIAFI(YC f1RCPFVPn r1N 5/Lnfi 4' W RIP RAP '-NEW RIP RAP SOUTHOLD BAY 2,377 SF AREA DISTURBANCE (OFF SITE) 65,217 SF AREA DISTURBANCE (UNDERWATER DREDGING - TOTAL ON AND OFF SITE) LIMIT OF DREDGING TURBIDITY CURTAIN SITE aPLAN SCALE: 1 = 40a -0 DAT, SCTM # 1000-56-07-02 PROPERTY: 64300 Route 25 ADDRESS Greenport, NY 11944 OWNER: MILL CREEK PARTNERS, LLC SITE: 142,441 SQ.FT. = 3.27 ACRES LAND UNDER WATER: 57,885 SQ FT ZONING: M -II SURVEYOR: Hands on Surveying 26 Silver Brook Drive Flanders, New York 11901 LICENSE #050363 DATED6/22111 TOTAL LAND DISTURBANCE: 103,927 SQ FT OFF SITE LAND DISTURBANCE: 33,624 SQ FT ON SITE LAND DISTURBANCE: 70,303 SQ FT ON SITE UNDERWATER DISTURBANCE: 68,217 SQ FT LOCATION MAP �� BUOD'S POND SOUTHOLD BAY TEST HOLE BY MARK McDONALD GEOSCIENCE SOUTHOLD, NEW YORK 11971 NO SCALE COMMENTS: WATER ENCOUNTERED 6.4' BELOW SURFACE, ELEV+1 As REVISED DRAINAGE CALCULATIONS (DW) "A" ROOF STRUCTURE & ENTRY DRIVEWAY ROOF AREA: DRY WELL AREA It RAINFALL It RUNOFF FACTOR (DW) "A" 6,555 SF x (2112 FT.) It 1.0 ce 943 CU. FT. ENTRY DRIVEWAY: DRY WELL AREA It RAINFALL x RUNOFF FACTOR (DW) "A" 16,438 SF x (2112 FT.) x 0.9 = 2,466 CU. FT. USE: (6) 10' DIAMETER x W HIGH POOL (6) 10' X 6' STORM DRAIN RING = 2463 CU. FT. USE: (8) 10' DIAMETER It N HIGH POOL (8)10' X V STORM DRAIN RING we 2189 CU. FT. PROVIDED REQUIRED 4652 CU. FT. > 3409 CU. FT. (DW) "Be' DRIVEWAY PARKING AREA DRY WELL AREA It RAINFALL x RUNOFF FACTOR (DW) "B" 46,904 SF x (2112 FT.) It 0.7 we 5,472 CU. FT. USE: 10' DIAMETER x 81' HIGH POOL, OR USE: (27) 10' DIAMETER x THIGH POOL (27)10' X 3' STORM DRAIN RING = 5,642 CU. FT. PROVIDED REQUIRED 5,642 FT. > 5,472FT. SWPPP APPROVAL REVISIONS: October 16, 2012 November 15, 2012 a Y NZ 0 �a� Z Z O 06 lasew F3 Q Z a W N W O 4 0O J w a r� Z W W x //W V V se E CL N � CIDN r I "LCD O Y C4Cc CD d 0 C .Co d1 Z d LU U) Y W O 'C t.1 tell O O += al) N � C O 00 C _ c V T M PROJECT NO: 1110 DRAWN BY: UT CHECKED BY: NS DATE: June 22, 2012 SCALE: 1" = 40'-0" SHEET TITLE: SWPPP OVERALL SITE PLAN SHEET NO: SWPPP 1 (SEE DEML THIS SHEET), 2X4' WOOD FRAME 1.5' MAX C T MIN. STAKE FABRIC - DROP INLET BURIED FABRIC WITH GATE FRAME 1'MIN r GATHER EXCESS AT CORNERS i7 1i ti CONSTRUCTION SPECIFICATIONS: 1 FILTER FABRIC SHALL HAVE AN EOS OF 4M5 BURLAP MAYBE USED FOR SHORT TERM APPLICATIONS. 2 CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 3. STAKE MATERIALS WILL BE STANDARD 2'x 4' WOOD OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF FEET. 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM IB INCHES DEEP. SPANS GREATER THAN 3 FEET MAYBE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED ITSHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 6. A2'.4' WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. MAXIMUM DRAINAGE AREA I ACRE NOTE: STRAW SALE INLET PROTECTION MAY BE SUBSTITUTED FOR THE SILT FENCE INLET PROTECTION SYMBOL FILTER FABRIC ILII DROP INLET PROTECTION DETAIL STABILIZED CONSTRUCTION WATER QUALITY VOLUME CALCULATION: ENTRANCE NOTES: TRIBUTARYAREA: N PAVEMENT ROOF AREA: 20,579 BF 1. STONE SIZE- USE 14 INCH STONE, EXISTING 31 OR RECLAIMED OR RECYCLED CONCRETE GROUND EQUIVALENT. WATER QUALITY (WOO CALCULATIONS. 2. LENGTH- NOT LESS THAN 50 FEET DIKE J O (EXCEPT ON A SINGLE RESIDENCE LOT 7r, III �7I. WHEREA 30 FOOT MINIMUM LENGTH FILTER WOULD APPLY). 2' STONE OR CLOTH UNDISTURBED, J^/ PROFILE RECYCLED CONCRETE 3. THICKNESS - NOT LESS THAN SIX WQv=(P x RV x A) 112 (AC -FT) (6)INCHES. WQV=0.159ACFT 4. WIDTH-TWELVE(12)FOOT W MIN TOTAL STORAGE PROVIDED 0.23 AC -FT MINIMUM, BUT NOT LESS THAN THE FULL FS OUTFLOW OF CLEANER WATER INFLOW OF SEDIMENT LADEN WATER WIDTH AT POINTS WHERE INGRESS OR EXISTING PROPOSED EGRESS OCCURS. TWENTY-FOUR (24) a FOOT IF SINGLE ENTRANCE TO SITE. SECTION A -A SILT FENCE 5. G50TEXTILE-WILL BE PLACED DUST CONTROL A C 1. VOLUME OF SEDIMENT STORAGE SHALL BE 3600 CUBIC FEET OVER THE ENTIRE AREA PRIOR TO PER ACRE OF CONTRIBUTORY DRAINAGE AREA TEMPORARY SEEDING T$ 11 PLACING OF STONE. VI 3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS 6. SURFACE WATER -ALL SURFACE EXISTING ACCUMULATED T0112 THE DESIGN DEPTH OF THE TRAP. a WATER FLOWING OR DIVERTED TOWARD GROUND AREA AND STABILIZED PERMANENT SEEDING PS CONSTRUCTION ENTRANCES SHALL BE o REPAIRS MADE AS NEEDED. PIPED BENEATH THE ENTRANCE. IF PIPING CURB DROP INLET PROTECTION A MANNER THAT EROSION AND SEDIMENT ARE CONTROLLED. w IS IMPRACTICAL, A MOUNTABLE BERM- DROP INLET PROTECTION 1 WITH 5:1 SLOPES WILL BE PERMITTED. 1T MIN. OR MATCH 7. ALL CUT SLOPES SHALL BE 1:10R FLATTER. MAXIMUM ADJACENT ROAD WIDTH DRAINAGE AREA' 5 ACRES'. 7. MAINTENANCE -THE ENTRANCE EXCAVATED GRASS OUTLET SEDIMENT TRAP SHALL BE MAINTAINED IN A CONDITION PLAN CVw WHICH WILL PREVENT TRACKING OR x E 2 THE EROSION CONTROL SHALL BE CURLEX I AS MANUFACTURED BY AMERICAN EXCELSIOR FLOWING OF SEDIMENT ONTO PUBLIC SYMBOL RIGHTS -OF -WAV, ALL SEDIMENT SPILLED, w ra N C O N COT DROPPED, WASHED OR TRACKED ONTO CI } 3 G M 'c► .� im z PUBLIC RIGHTS -OF -WAV MUST BE LU U) h U oo O CD 13 REMOVED IMMEDIATELY STABILIZED CONSTRUCTION ENTRANCE B WHEN WASHING IS REQUIRED, R C SHALL BE DONE ON AN AREA STABILIZED NOTTO SCALE WITH STONE AND WHICH DRAINS INTOAN �M APPROVED SEDIMENT TRAPPING DEVICE, 9. PERIODIC INSPECTION AND v NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH MIN. PROJECT NO: (OPTIONAL) SAND BAG OR 2'MINIMUM ALTERNATE WEIGHT LENGTH OF 2'X4' 2'x4' WEIR � 2'x4'SPACER 06' ° INLETTO � Sp NG PIPE�2'X4'ANCHORS :y 2'X4' CLOTH i SPACE MESH CONSTRUCTION SPECIFICATIONS 2'x 4' WEIR 1. FILTER FABRIC SHALL HAVE AN EOS OF 4665 2. WOODEN FRAME SHALL BE CONSTRUCTED OF 2'x4' CONSTRUCTION GRADE LUMBER. 3. WIRE MESH ACROSS THROAT SHALL BEA CONTINUOUS PIECE 30 INCH MINIMUMWIDTH WITH A LENGTH 4 MET LONGER THAN THE THROAT. R SHALL BE SHAPED AND SECURELY NAILED TO A 2'x4' WEIR. 4. THE WEIR SHALL BE SECURELY NAILED T02'xf SPACERS 9 INCHES LONG SPACED N0 MORE THAN 6 FEET APART. 5 THE ASSEMBLY SHALL BE PLACED AGAINST THE INLET AND SECURED BY 2'x 4'ANCHORS2 FEET LONG EXTENDING ACROSS THE TOP OF THE INLET AND HELD IN PLACE BY SANDBAGS OR ALTERNATE WEIGHTS. MAXIMUM DRAINAGE AREA I ACRE SYMBOL CURB DROP INLET PROTECTION EXISTING PAVEMENT r n STRAW BALE INLET PROTECTION NOTES: TWO REBARS, STEEL PICKETS, NOTES: OR T#' STAKES DRIVEN 1. BALES SHALL BE PLACED i AT THE TOE OF A SLOPE OR ON THE CONTOUR 2' INTO GROUND. FIRST AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. STAKE DRIVEN AT ANGLE TOWARDS PREVIOUSLY LAID 2 EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES STRAW BALE. DRIVE STAKES AND PLACED SO THE BINDINGS ARE HORIZONTAL FLUSH WITH TOP OF BALE 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR RE -BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH ANGLE FIRST STAKE TOWARD BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY WD BALE AT AN ANGLE PREVIOUSLY LAID BALE TO WITH TH BALE BALES TOGETHER STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. 4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE Fbw MADE PROMPTLY AS NEEDED. 5 BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE ANCHORING DETAIL SYMBOL STRAW BALE DIKE DETAIL NOTTOSCALE 36' MIN. FENCE POST UNDISTURBED GROUND - SILT FENCE NOTES: 1. WOVEN WIRE FENCE (MIN. 14112 GAUGE MAX 0' MESH SPACING) WITH FILTER CLOTH OVER FENCE. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WERE FENCE WITH TIES SPACED EVERY 24' AT TOP AND MID SECTION. 3 WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 4, MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 'BULGES' DEVELOP IN THE SILT FENCE WOVEN WIRE FENCE (MIN,14117 POSTS jIYP.) GAUGE MAX. W MESH SPACING) - � T OR U SHAPE TYPE -MIRAF1140N I EQUAL z � E ROPE OR CABLE WITH FLOATS FLOW 4 FOR WAVE FLUCTUATION " VARIES t0 COMPACTED BACKFILL UNDISTURBED CHAIN OR WEIGHT BOTTOM ' X6' TRENCH EXISTING GROUND z III LIMIT OF[TH6'MIN. INTOGROUND ?O PROPOSE SECTION B -B SECTION 36' MIN FENCE POSTS. DRIVEN 16' MIN. INTO THE GROUND I 6' PENETRATION IMO U GROUND (SEE SECTION) ELEVATION SYMBOL SILT FENCE DETAIL NOT TO SCALE MIN. ANCHOR OF STONE PLACEMENT B B I ANCHOR LOCATION MIN. 3' LUPLAND OF O.H.W. MARK 1ROPE OR CABLE WITH FLOATS TO I I HOLO FILTER FABRIC 100' MAX VARIES ANDIOR TO IB BEYOND GRADING LIMITS PLAN VIEW SYMBOL CURTAIN DETAIL NOT TO SCALE F NEWT cON1 O tl ' co 0 �CTI- R FESSIOHP�'w SWPPP APPROVAL REVISIONS: WATER QUALITY VOLUME CALCULATION: October 16, 2012 TRIBUTARYAREA: 2012 PAVEMENT ROOF AREA: 20,579 BF Q LANDSCAPE AREA 46,759 SF GRAVEL PAVEMENT: 49,694 SF \� WATER QUALITY (WOO CALCULATIONS. IMPERVIOUS COVER (p=59.0% DIKE J O A 90% RAINFALL EVENT (P)=1 21NCHES R=005*0009x23.0%=0.501 MUST REMAIN UNDISTURBED, J^/ A=2.73 ACRES (NOT INCLUDING UNDERWATER LAND) LEVEL, WELL VEGETATED p \ WQv=(P x RV x A) 112 (AC -FT) O�SJ�O17y WQV=0.159ACFT od r TOTAL STORAGE PROVIDED 0.23 AC -FT DIKE IF REQUIRED TO DIVERT WATER TO TRAP FS OUTFLOW OF CLEANER WATER INFLOW OF SEDIMENT LADEN WATER LEGEND EXISTING PROPOSED CREST WIDTH (FT)=4xDRAINAGE AREA (ACRES) a HAV BALE DIKE SECTION A -A SILT FENCE EXCAVATED GRASS GRASS OUTLET SEDIMENTTRAP SPECIFICATIONS: DUST CONTROL A C 1. VOLUME OF SEDIMENT STORAGE SHALL BE 3600 CUBIC FEET PER ACRE OF CONTRIBUTORY DRAINAGE AREA TEMPORARY SEEDING T$ 11 2. 2 MINIMUM CREST WIDTH SHALL BE 4 x DRAINAGE AREA. VI 3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS STABILIZED CONSTRUCTION ENTRANCE ACCUMULATED T0112 THE DESIGN DEPTH OF THE TRAP. a REMOVED SEDIMENT SHALL BE DEPOSITED INA SUITABLE AREA AND STABILIZED PERMANENT SEEDING PS 4. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND o REPAIRS MADE AS NEEDED. 5. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUTIN SUCH CURB DROP INLET PROTECTION A MANNER THAT EROSION AND SEDIMENT ARE CONTROLLED. w 6. THE SEDIMENT TMP SHALL BE REMOVED AND AREA STABILIZED DROP INLET PROTECTION WHEN THE REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. SYMBOL 7. ALL CUT SLOPES SHALL BE 1:10R FLATTER. MAXIMUM w DRAINAGE AREA' 5 ACRES'. EXCAVATED GRASS OUTLET SEDIMENT TRAP SLOPE STABILIZATION NOTES: CVw 1. EROSION CONTROL BLANKETS ARE REQUIRED TO BE INSTALLED ON THE I:3 SIDE SLOPES. x E 2 THE EROSION CONTROL SHALL BE CURLEX I AS MANUFACTURED BY AMERICAN EXCELSIOR N � COMPANY, ARLINGTON, TEXAS (600.777-7645) OR APPROVED EQUAL 3 THE EROSION CONTROL BLANKETS SHALL BE INSTALLED AND ANCHORED AS PER ANCHORING DETAIL SYMBOL STRAW BALE DIKE DETAIL NOTTOSCALE 36' MIN. FENCE POST UNDISTURBED GROUND - SILT FENCE NOTES: 1. WOVEN WIRE FENCE (MIN. 14112 GAUGE MAX 0' MESH SPACING) WITH FILTER CLOTH OVER FENCE. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WERE FENCE WITH TIES SPACED EVERY 24' AT TOP AND MID SECTION. 3 WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 4, MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 'BULGES' DEVELOP IN THE SILT FENCE WOVEN WIRE FENCE (MIN,14117 POSTS jIYP.) GAUGE MAX. W MESH SPACING) - � T OR U SHAPE TYPE -MIRAF1140N I EQUAL z � E ROPE OR CABLE WITH FLOATS FLOW 4 FOR WAVE FLUCTUATION " VARIES t0 COMPACTED BACKFILL UNDISTURBED CHAIN OR WEIGHT BOTTOM ' X6' TRENCH EXISTING GROUND z III LIMIT OF[TH6'MIN. INTOGROUND ?O PROPOSE SECTION B -B SECTION 36' MIN FENCE POSTS. DRIVEN 16' MIN. INTO THE GROUND I 6' PENETRATION IMO U GROUND (SEE SECTION) ELEVATION SYMBOL SILT FENCE DETAIL NOT TO SCALE MIN. ANCHOR OF STONE PLACEMENT B B I ANCHOR LOCATION MIN. 3' LUPLAND OF O.H.W. MARK 1ROPE OR CABLE WITH FLOATS TO I I HOLO FILTER FABRIC 100' MAX VARIES ANDIOR TO IB BEYOND GRADING LIMITS PLAN VIEW SYMBOL CURTAIN DETAIL NOT TO SCALE F NEWT cON1 O tl ' co 0 �CTI- R FESSIOHP�'w SWPPP APPROVAL REVISIONS: October 16, 2012 November 15, 2012 Q Y NZ I.L 0 0 O � W z Z 0 od r FS Z Z a Z W VI W O a v o J w Z w W w CVw x E CL N � LO r w ra N C O N COT cCD CI } 3 G M 'c► .� im z tO d LU U) h U oo O CD 13 O10 ti oo C C Ar !C N 0CID �M v PROJECT NO: 1110 DRAWN BY: LIT CHECKED BY: NS DATE: June 22, 2012 SCALE: No Scale SHEET TITLE: SWPPP DETAILS & NOTES SHEET NO: 2 ,I uT—IL 1TY� POLE Ld Q� 2I W OI I I it A F U. v z 0 0 M N z ELEC UTILITY POLE IE I I I I I I I I I I 1 UP MAIN ROAD (STATE ROUTE 25) OVERHEp,D_WIRES ________ SS 89001 98.42' MID POINT OF NEW BULKHEAD SHEATHING SEAWARD FACE OF EXISTING LOWER 1-6-12 BULKHEAD SHEATHING 2-1-12 LANDWARD FACE OF NEW BULKHEAD 2-7-12 SHEATHING NEW q"' BULKHEAD SHEATHING WITH LANDWARD 51DE OF SHEATHING BUILT UP W AGAINST SEAWARD SIDE OF EXISTING PILING O NEW 1211 DIA BULKHEAD PILES Z NEW 8x8 WHALER H EXISTING STRUCTURALLY INSUFFICIENT LOWER BULKHEAD SHEATHING, WHALER Z AND PILING TO REMAIN FABRIC FILTER CLOTH z LANDWARD OF NEW SHEATHING EXISTING VINYL BULKHEAD Z O EXISTING BUILDING STRUCTURE s W BULKHEAD DETAIL PLAN SCALE: 3/8" =11-0" I EX RAMP i COVERED ENTRY I 2 STORY FRAME BUILDING 570RY FRAME BU I LD I NO W 1 TH 2nd FLOOR DECK OVER ml BOAT BA51 N 6g °01'2q, 1411+/— NYT 851 6i -- --o UTILITY POLE 5011 — 5-7 1/2" 17 1/211 — 20 1/211 f3�,.f MID POINT OF NEW BULKHEAD SHEATHING SEAWARD FACE OF EXISTING LOWER BULKHEAD SHEATHING LANDWARD FACE OF NEW BULKHEAD SHEATHING EXISTING BUILDING STRUCTURE NEW DECKING ON GRADE NEW 8x8 WHALER PROPOSED TOP NEW 1211 DIA BULKHEAD PILES NEW GRAVEL FILL �0 FABRIC FILTER CLOTH LANDWARD 0 OF NEW SHEATHING NEW 8x8 WHALER NEW W BULKHEAD SHEATHING EXISTING VINYL BULKHEAD UP EXISTING STRUCTURALLY INSUFFICIENT LOWER BULKHEAD SHEATHING, WHALER AND PILING TO REMAIN BULKHEAD REPLACEMENT WITHIN IS" OF EXISTING BULKHEAD U T m it +/- I+/- 1411+/— 1411+/- BULKHEAD SECTION = 1. - 50" 50" — 57 1/2" 17 1/211 — 20 1/211 RESTAURANT DINING AREA EXISTING BUILDING FDN RESTAURANT BASEMENT NEW DEADMEN FOR NEW BULKHEAD GRADE ELEV. VARIES EXISTING GRAVEL EXISTING BUILDING EXISTING SUBGRADE EXISTING STRUCTURALLY INSUFFICIENT BULKHEAD I SHEATHING, WHALER AND PILING TO REMAIN TRUSTEES APPRO AL NYSDEC REGULATORY APPROVALS REVISIONS: 10-14-11 10-25-11 1-6-12 2-1-12 2-7-12 W O _ Z H 0 Z W z N Z O s W a Lu z coQ z o ...I J O 0 zLLI _ O .e Z. M a• 8 J r2• '� c � � i ij W J• a l-• 5 N N• OF NEW y=PO�I 1. STFF 0'9y,F 'C' c7S�RED 077953-� G�• ARON�� PROJECT NO: 1108 DRAWN BY: UT CHECKED BY: NS DATE: 9-28-11 SCALE: 1/e11=11.0.1 SHEET TITLE: ENLARGED SITE PLAN SHEET NO: