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Home My WebLink About1000-55.-5-9.1 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE U5ED TO ESTABLISH PROPERTY LTTJES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'5INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)d CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. BULK SCHEDULE OF DIMENSIONAL REGULATIONS 400 Ostrander Avenue, Riverhead, New York IIQ01 N N .no-o"Mn. tel. 651.121.2505 fax. 631.121.0144 1 \ (GENERAL BUSINESS) adman®youngengineering.com MINIMUM Y� PRINCIPAL REQUIREMENTS PLAN Wi E � n / !_ ' •' / Howard W. Young, Land Surveyor LOT SIZE 30,000 S.F. 37,123 S.F. Thomas G. Woipert, Professional Engineer ��• LOT WIDTH 150' 150' Douglas E. Adams, Professional Engineer LOT DEPTH 150' 247' g g oP° W N°R�NR s ) ? // � 'f s .ycj5�j st, Architect FRONT YARD VARIABLE 69.8' Robert St omRobert 0. ski, Architect LISA DRIVE �' !` Qi0 SIDE YARD 25' 25.4' x�0 BOTH SIDE YARDS 50' 71.9' o .< � s w LU 6 / 4jb REAR YARD 35' 65.4' / ,� '" R5-1 "" �\ / LANDSCAPED AREA 35% SITE DATA \ 36.9 D S 30"x30' P�Q b onntka vu'i / ^,,.,.•'' f ,•' "•'�°'"� „ 0 NOT ° ;.,_'1., ! ,:w �� CP�,�0 MAXIMUM TOTAL AREA = 37,123 5Q. FT. ENTER o ��,516 PERMITTED DIMENSIONS PLAN ZONING USE DISTRICT =B(GENERAL BUSINESS) o\ N� d b �� PRINCIPAL c ,. .�yy � -`;w LOT COVERAGE 30°' 19.5°/ + CpP�5ti0 0 O<Y BUILDING HEIGHT 35' <35' VERTICAL DATUM =NAVD(1988) p tN. ° c NUMBER OF STORIES 2 2 b R3 1 7 C� R1-1 T g o PARKING CALCULATION KEY MAP 3o"x3o° ;r l �� FRONT YARD TABLE � min onna�l-n / ,..•' �o�N� EM' � ,'� t•`' O �' A",� PARKING REQUIRED SCALE: 1"=600' / , "a �O 1. STOP 3 = y SCTM# FRONT YARD Q ' cv ;! AS NALS l' p t r. � C BOAT REPAIR&SALES: 2,651 SF C�1 STALL/250 SF =11 STALLS r. a 1000-55-5-7 62.6' "d•"' �, I � � � �n �� STORAGE: 7,000 SF @ 15TALL/1,000 SF =7 STALLS W, R5-i =``�•j' 1 " f° `j �� i_I_. j, M ? y 04 1000-55-5-10 67,5' TOTAL PARKING REQUIRED =18 STALLS OUNTABLE r /f/, TE CURB Qm AVERAGE FRONT YARD=02.6'+ PARKING PROVIDED Do NOT NG PO .ZFj F f.f . , . + _LL p CRE 1 v rr r LL r'� O�n 3 /" i E /,, - O ASPHALT&STONEBLEND PARKING = 18 STALLS ENTER _LL i UNTABLE j 6p c O 7 A + ANT N ,r •�.✓"°' i;,�,�5 ,�i l _ ,, `-^S,j9�K��1'� "f%%LLLL f'-� ONCRETE R R' r ►; z d O n PLANT CENTER ,` : ) r 96 _ 5 C v! O � , �' �' r�'',A"��' ,. �L�LLLL CURB R e^ O 'n O r1 , 55 e.+o O xi 4 7, 1 + PLANT ROW J /./ _ , ' i /% i, ELL GRA N r C Y n " f , "'\,',% ' !;, j L PAVE95 SECTION 280-48: USE REGULATIONS ri 1 tom° RU / k TYPICAL ON CENTER SPACING AS ',-jam% %,% .', ,r,' i ,. „,� .,_.�" �• � G O O O LABELED ON PLANTING PLAN r ;i / %; '.` R22 , RJ F O b NOTES: (12)PUBLIC GARAGES,GASOLINE SERVICE STATIONS,NEW AND USED MOTOR R33 LL f�!GRAss PAVERS N 0 C�1 y0N t' �' + * REMOVE ALL PLASTIC AND WIRE TA55. VEHICLE LOTS,VEHICLE SALES AND RENTAL,INCLUDING THE SALE OF " LLL R�tUN; / r F °` 16 o -! l iw 1 RECREATION VEHICLES AND TRAILERS AND BOAT SALES,WITH ACCESSORY PLAN-SHRUB SPACING �, LLL 0 G �° rn, rr Z `" * REMOVE ALL NON-DECOMPOSIBLE CORDS !,� O 'd. REPAIR FACILITIES,ALL SUBJECT TO THE FOLLOWING REQUIREMENTS: AND BURLAP FROM THE ROOT BALL, IF OTC �O LLL ' LLLL �, 1. �J c PRESENT. PLANT SET AT ORIGINAL U` �' QG JSF gPf' r° p ' LLL _LLLLLLLL r a)ENTRANCE AND EXIT DRIVEWAYS SHALL HAVE AN UNRESTRICTED WIDTH 0 PLANTING DEPTH �; -- Q �� i L LL_LLLL_t_ � 1 p r: * DO NOT OUT BURLAP FROM SIDES OF NOT LESS THAN 12 FEET AND NOT MORE THAN 30 FEET AND SHALL BE 0 0 0 0 o a rfr p 3RG 1C. s LLLLLL `' "" P �P 1 D '" o of THE ROOT BALL. LOCATED NOT LESS THAN 10 FEET FROM ANY PROPERTY LINE AND SHALL 8E at1AMc��Ma. Mre—3" DEEP SHREDDED BARK MULCH ; ' 3 22 ,��o T �O Q�,P� P�'� i �, -� 50 LAID OUT AS TO AVOID THE NECESSITY OF ANY VEHICLE BACKING OUT Z 0 0 * SET TOP OF ROOT BALL I" ABOVE q_ON ASpµAL N aS6 Jp 1 w ° FINISHED GRADE. ACROSS ANY PUBLIC RIGHT-OF-WAY. z PLANTING BAGKFILL �`Q , A t" 1 O o _ c z REMOVE ALL ACCUMULATED SOIL OR b)SALE OF USED VEHICLES OR BOATS SHALL BE CONDUCTED ONLY AS UN MULCH FROM THE ROOT GROWN AREA. ry WHERE SHRUBS ARE PLANTED IN MASS / N0� f%, � y/ MOUNTABLE E TALL5 N ,e, In" 25 4 m N N ACCESSORY TO THE SALE OF NEW VEHICLES OR BOATS. / CON 2 5 g � ' : . -s EXCAVATE ENTIRE PLANTING BED W — * c)VEHICLE LIFTS OR PITS,DISMANTLED AUTOMOBILES,BOATS AND SECTION CURB 9, 8 �, G -< REMOVE ALL WIRE BASKETS FROM /J ! =°` pHD ROOT BALL, IF PRESENT VEHICLES AND ALL PARTS OR SUPPLIES SHALL BE LOCATED WITHIN A 3-N5 % oH�-' 16 6-OVA BUILDING. JD 16 40.0' DECIDUOUS TREE d)ALL SERVICE OR REPAIR OF MOTOR VEHICLES,OTHER THAN SUCH MINOR TYPICAL MA55 PLANTING LAYOUT JD 3-Bs ~ SERVICING AS CHANGE OF TIRES OR SALE OF GASOLINE OR OIL,SHALL BE L e o NT5 ' '� a"g o CONDUCTED IN A BUILDING. HOSE PROTECTOR LARD ' o w Et`1D A e)THE STORAGE OF GASOLINE OR FLAMMABLE OILS IN BULK SHALL BE gOL (Np� o " b° TE r f` —2"x2" STAKE (3 WAY) LOCATED FULLY UNDERGROUND AND NOT LESS THAN 35 FEET FROM ANY N CONCRE id 4-N /,•'tiEM pf ap'Q a�A - CURB j BEGIN PROPERTY LINE OTHER THAN THE STREET LINE. '` g'� _ , a`35.1'�. -. "_I- o %f MOUNTABLE f)NO GASOLINE OR FUEL PUMPS OR TANKS SHALL BE LOCATED LESS THAN 15 NOTES: ' 2 STRANDS NO. I2 GALV. PLIABLE Ot/ER.r.}. .; !/.• j % '"; TE CURB s FEET FROM ANY STREET OR PROPERTY LINE. * REMOVE ALL PLASTIC a WIRE TAGS ;, Pm 1 " '-R�� CONCRETE t / STEEL WIRE (TWIST TO TIGHTEN) g Ia .!` g)NO GASOLINE SERVICE OR REPAIR SHOPS OR SIMILAR BUSINESSES ARE TO * REMOVE ALL PLASTIC CORDS FROM 1 •: = '% I TREE BALL, IF PRESENT 1 46.5' 38.1' i ' EVERGREEN TREE BE LOCATED WITHIN 300 FEET OF A CHURCH,PUBLIC SCHOOL,LIBRARY, * r 6B MULCH TO BE KEPT AWAY FROM HOSPITAL,ORPHANAGE OR REST HOME. IN GROUPINGS OF SHRUBS, EXCAVATE AND BAGKFILL ENTIRE SHRUB BED AREA Z j % . 11 ; TREE TRUNK SuffolH County Department of Health Services w/PREPARED BAGKFILL MIXTURES. Approval for Construction Other Than Single Famih o ,'�y 1 SHREDDED BARK MULCH ® 3" DEPTH 1 0 ` C-23-0210 360 GPD 3" DEEP SHREDDED BARK MULCH W j r'/ 10-BS o r' —SOIL SUAGER TOP W/MULGH Reference No. Design Flow Dry Retail&Storage 0 - - PLANTING BAGKFILL MIXTURE /' r• 1 pROPO`-�E C r;'', z - ROOT BALL t s 4 w = , , /,':, 1 22 f� ALC.rj& SCARIFY ALL 51DE5 OF PLANT PIT These plans have been reviewed for genera.conformance with Suffolk D / ' S 1 gO AT 5 LNG ' '/ ''LS Q w - --PLANTING BAGKFILL MIXTURE Count)^ Department of Health Services standards, relating to water GE gul�U LEM% m i i supph and sewage &sposal, Regardless of any *missions, STORA -•�- =�: = — DER _ 1 �F i '/ inconsistenc.es or lack of detail, construction is required to be in -III- II—I IIASpNALT GFA MENT %r / r z_ accordance with the attached permit conditions and applicable G♦3 j j NO BASE Y_ standards,unless specifically waived by the Department.This approval D AP, expizes 3 }'eais from the approval date, unless extended or renewed. TYPICAL SHRUB PLANTING 3 J r ;` SIIONEBLEN BEGIN r DO NOT EXCAVATE LOWER THAN NT5 S ` CONCRE ' / ALL DIA. BALL DEPTH. 12/12/23 0 0 1 CURB oo N o f 1 U! - BALL DIA. X 2 Approval Date Ga - - ENGINEER'S CERTIFICATION I CMF Dana+!g i1 11 o TYPICAL TREE PUNTING "I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL o - ' NT5 SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME O ijER S� 11 781' 16oHo -� DIRECTION.BASED UPON A CAREFUL AND THOROUGH l�D``/`bFr {� , PLANTING 50HEDULE < s �1 Ir 16'oHo = y RECEIVED I U, ' SITE AND GROUNDWATER CONDITIONS,ALL FACI ate° o CONFORM TO THE SUFFOLK COUNTY DEPARTMEN c�;NfA tH SER_VICE,! ' ; CONSTRUCTION STANDARDS IN EFFECT AS OF ATE ` 1 TREES 1 , ti I5 M .; 'i! 9 , ;=={ o DEC 15 2023 r~ t. TY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT { r Q ° 1 E : 5 0 4 Sout o Town AR AC R RUBRU R SUNSET' R SU T AP tv r U�E 5 D ' Q" � --- -- 9 3 E M 'REDRED SUNSET RED MAPLE 3 CAL B&B O ' 11 O CURB ARD "' EBLEN Z c o - h ' sTON Lo Planning Board * 3 AT' ACER TRUNCATUM'NORWEGIAN SUNSET' SHANTUNG PAINTED MAPLE 4"CAL B&B 11 BOLL rn SEASONAL WIN R N' z __ HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n f 1 SEA RAGE THOMAS C.WOLPERT,N.Y.5.P.E.NO.61483 '(� •.. *.;. 4 GB GINKGO BILOBA GINKGO 3"CAL B&B r 1 1 �� STO 3-Jo -' r5r 1 9' o0 0 _ ____ DOUGLAS E.ADAMS,N.Y.S.P.E.NO. 9 LS LIQUIDAMBAR STYRAFACIFLUA SWEET GUM 3"CAL B&B 1 0,. 10 sTALL5 ' .,i, O M - Z 8"m GALV. STEEL PIPE. 56 TP THUJA PLICATA 'GREEN GIANT' GREEN GIANT ARBORVITAE 6' HT. B&B % 1 9'-� I QJ p I-- FILL &CONCRETE * s'." SURVEYOR'S CERTIFICATION _ o . Ni PSEG RECOMMENDED UTILITY LINE FRIENDLY TREE. -n'' < _ m SHRUBSVFW ; QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT i s BUILDING �, ^jAR 13 BE BUXUS SEMPERVIRENS 'SUFFRUTICOSA' DWARF OLD ENGLISH BOXWOOD 7 GAL CONT %ff', .;. y r '� AOUNTABLCURB N 4 NHYDRANGEA MACROP Y A" I O BLUE" BLUE 5 A -{15 CONCRErt,I \ n 0 H H LL N KK L E L E G L CONT 5 r', / \ rnCz , 8 HS HIBISCUS SYRIACUS 'DIANA' DIANA ROSE OF SHARON 5 GAL CONT +� ' i i �UFF.E r j,J -�� - - l 2 9 JD JUNIPERUS DAVURICA 'EXPANSA' PAR50NI JUNIPER 5 GAL CONT 18 01-1 OSMANTHUS HETERO PHYLLUS 'GOSHIKI' GOSHIKI FALSE HOLLY 4'-5' HT. CONT %- BEM ' 'r': �e�•'�,,rL_ 5� T. PROPOSE FENCE HOWARD W.YOUNG,N. 5 L.S.N0. 893 FLOWERS ; j '� 1 STOCKAD CORNER GUARD PLAN SYMBOL TYPE SIZEROOT IGN T.H 581016 50 W DOUBLE ROW OF GREEN GIANT PF PERENNIAL FLOWERS AS SELECTED BY THE OWNER 5 GAL CONT THUJA pLICATAARBORVITAE) MAP PREPARED FOR GRASSES &GROUND COVER ,- - CM now or formerly p�ANTED 1N0�' GAPPED W/GONG. SYMBOL SEED MIX SEED RATE _ Robert G. GROWN TO SHED ohn Bohn, WATER PECONIC WATERSPORTS LEM LOFT'S ECOLOGY MIXTURE 4 LBS.PER 1,000 SQUARE FEET -'/ {Orrner�Y �LG 1 Robert J Bohn � now or es Co•' 1 Bohn&Carol Ann IRRIGATION _ _/ d Enterer+s R-B0 Zoning use R-80 at Southold, Town of Southold Qua �nguse ' 5"4) 6ALV. STEEL PIPE. Suffolk County, New York AUTOMATIC UNDERGROUND SPRINKLER SYSTEMS WITH RAIN SENSORS SHALL BE PROVIDED FOR ALL PROPOSED Zen 1 FILL W/GONGRETE o PLANTINGS AND LANDSCAPED AREAS. 1 FIN. GRADE 2" N LANDSCAPE & ALIGNMENT PLAN 0 IRRIGATION TO BE LIMITED BETWEEN THE HOURS OF 7pm AND 12am. I„R N PAVEMENT o SURFACE FIN. GRADE GROWN TO County Tax Map District 1000 Section 55 Block 05 Lot 9.1 o NOTES CONCRETE HEADER 6"—" \ � _ 1 R SHED WATER � a THE APPLICANT PROPOSES TO: PAVEMENT �� .. MAP PREPARED AUG.09,2022 24 —� SURFACE A " �> ONLY USE ORGANIC FERTILIZERS WHERE THE WATER-SOLUBLE NITROGEN IS NO MORE THAN 20 %OF THE TOTAL ` _ Record of Revisions IS 0 GONG. FOOTING„ REVISION DATE NITROGEN IN THE MIXTURE; ASPHALT .°• STONEBLEND _ a � _ O GENERAL NOV.10,2022 USE A MAXIMUM OF 1 LB.OF NITROGEN PER 1,000 SQUARE FEET IN ANY ONE APPLICATION,WITH A CUMULATIVE PAVEMENT = ? _ PAVEMENT ' MOUNTABLE CONCRETE GENERAL DEC.12 2022 APPLICATION OF NO MORE THAN 2 LBS.PER 1,000 SQUARE FEET PER YEAR; CURB 4000 PSI EXPANSION GENERAL MAR. 29 2023 6"x 6" WIRE MESH ' =_° p. GENERAL MAY 18 2023 NOT APPLY FERTILIZER PRODUCTS CONTAINING NITROGEN,PHOSPHORUS,OR POTASSIUM BETWEEN NOVEM13ER 1st REINFORCEMENT = e k JOINTS 20 O.G. _ PB COMMENTS DUNE 13,2023 AND APRIL 1st; ; CONCRETE CURB 4000 P51 PB COMMENTS JULY 03,2023 6"STABILIZED f, , EXPANSION JOINTS 20' O.G. PB COMMENTS JULY 07,2023 NOT USE PHOSPHORUS-CONTAINING LAWN FERTILIZER UNLESS ESTABLISHING A NEW LAWN OR SOIL TEST _ SCDHS NOIA#1 JULY 14,2023 SOIL BASE ,,; MULTIPLE AUG.16,2023 SHOWS THAT THE LAWN DOES NOT HAVE ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE BOLD NUMBERS. ; �g ELEVATION THE NUMBER IN THE MIDDLE I5 THE PERCENTAGE OF PHOSPHORUS IN THE PRODUCT,a-g.,22-0-15. USE OF ` ''' '"`` 8" SCDHS NOIA#2 OCT.03,2023 m PRODUCTS W]C1T-I 0.67 IN THE MIDDLE OR LOWER IS NOT RESTRICTED. PRODUCTS WITH A NUMBER HIGHER THAN 20 0 10 20 40 60 0.67 MAY ONLY BE USED IF A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST INDICATES IT IS NECESSARY. CONCRETE HEADER CONCRETE CURB MOUNTABLE CONCRETE CURB BOLLARD DETAILS Scale: 1" = 20' N75 NT5 NT5 JOB NO.2022-0135 DWG.2022_0135_sp2 1 OF 5 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND 5URVEYOR'5 INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO SEA VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITICNAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 5WEET AIR VENT GAP ' MFG BY TUF-TITS �/ �' �,/ Q, APPROVED Q f / j ,' ��y "" `,^' ' FUJIGLEAN 400 Ostrander Avenue, Riverhead, New York 11901 (3' MIN FROM ANY Z10 CEN-SERIES UNIT tel. 631.'1212303 fax. 631.-72"7.0144 DOOR OR WINDOW) / PLANNING BOARD /' /�`d � ~ mow � .�o admin@youn9 9 9 15' *" f . x / en ineerin corn 4" PVC, 4" PUG ® TOWN OF SOUTIiOLD 40 �4a: tab INLET ADAPTER 45 OUTLET SOLVENT b b 2.00% MIN- RISERS 8 GONERS 1.00% MIN. " y AC) 40, 40.07 / o � �' 40.10 b WELDED TO 4 LONG WITH SAFETY LIDS HEAVY DUTY AND DATE ' Z �� ' i �'' � 40.0 Q STUB OF 4 SCHEDULE 2 STORY MFG BY TUF-TITS OR (LLJV G-� .16 40. P� Howard W. Young, Land Surveyor _ 's ,-' ""' r 0 Q 40 PIPE CONNECTED TO BUILDING APPROVED EQUAL LOCKING CAST IRON PRECAST �' ,. ,`-`` 401 �� P� CO GAPPED VIA 4" SCHEDULE 40 Thomas G. Wolpert, Professional Engineer FFEL=40.50 °D RIM=4025 COVER TO GRADE TOP SLABOR DOME r '"tea+/��PS� .M .,, f � +G�G 40.41��5� N ADAPTER 4 PLUG OR GAP FUJI GLEAN GEN UNIT 9 9 1 , Douglas E. Adams, Professional Engineer (� i P S GAPPED VIA 4" SGHEDULE 40 Robert G. Tast, Architect �O�� '` 4�'s3 1�P GLEAN-OUT WITH 6" ADAPTER # PLUG OR GAP 612`rl � CO ��, ' ,,+40. i agS��P� SDR35 RISER c Robert 5tromski, Architect jam.�y�N 40 Q� y� AIR LINE G IE=36.58 - _ 3 7 40.95 i GOB 0 �=� FUJ I GLEAN INLET ADAPTER 45 �5 VENT IE=36.n `.. ... �' ' ' �`` / ,-'` P�1 = 1b =,-;/ 40.70 '{ HEALTH DEPARTMENT USE HOLE IE=36.00 - ��. ! ` �-� C� P�Q.` �.� / ; W �� E SCALE: NTS -41 GONEGT 3" PVC, VENT LINE IE=36.28 � 1 4 / 40.76 � \ ti �- / k 4051 Suffolk County Department of Health Services TO VENT HOLE IN OWST SEE DETAIL FOR Installation Guidance FujiClean Schedule 40 PVC 45-Degree Inlet Adapter .' / T� - r, Approval for Construction-father Than Single Family OWT5 COMPONENTS / o �i \ '" yCti �� #` 40.1�/ �-`'i.` CS / A 5F,AAL 38.80 1.The FuijiClean 45-Degree Inlet Adapter has(4)openings(3)inlets and(1)outlet.All of these will ?i + (G� r 39 a " accept standard schedule 40 PROVIDE GLL-AN OUT AT m g �,,.. / p \ �O r^ 39.95= / 2.The top of the inlet adapter has a 6"opening that can be fitted with an 6'SDR riser pipe and cap as a Reference Na. C-23-0210 Desi n Flow 360 GPD FACE OF BUILDING /, '' \„ 'r ..",:,.' o _ / �� i t dean out. g 'tr °. 9. E1 39.65 /, 40.2 / Z LLL ' I I Q LE 3.Any unused entry ports on the FujiClean inlet adapter shall be capped with a 4"schedule 40 adapter ,,.. .r""" _, '� Q //r""4' ` / i_LL( :, r TAB AIR LINE TO BLOWER o .° � Ohl P� G s �" / LLl � II B 8 plug,or a Schedule 40 slip cap that is solvent welded to a short stub of pipe inserted and solvent ' 5 Dr Retail & Storage ' S / 4015 LLL CRETE CUR welded into the adapter port.. Use(s)$ y g CON 4.The FujiClean inlet adapter shall be secured to the FujiClean unit usinga 4"long stub of 4"schedule 500 GAL. I/A OWTS ;F. :� 3 23 y/ 39.90 ALL! MovN ABLE G FIELlb#1 EP 40 pipe that is solvent welded into the adapter outlet end and FujiClean let so that the adapter fits flush These plans have been reviewed for general conformance with Suffolk MDL. GEN-5 MFG. BY FUJIGLEAN USA „ <° � 3 JSG TMti, / +38.66 i CONC USE:LEACNo bIA•X7 DE 5.The i the nstaller shallCounty Department of Health Services standards relating to water Ls 1 p g � LL i ,"CURB 3)P00 support the bottom of the adapter and prevent any settling or strain on the adapter or FujiClean unit. PO Eb` 39.75 _LLI LL- fi I 6.Metal fittings,pipe,and caps are NOT to be used for installation of the adapter. supply and sewage disposal. Regardless of any *missions, PRO 5 t #1.1 L..LLL GRASS 7.Must install a cleanout to grade in accordance with the"STANDARDS FOR APPROVAL OF PLANS ✓', " ` �3 G m CTRIC CB 39.5�_ L 5 AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY inconsistencies or lack of detail, construction is required to be in � G ELE CE RA�n39 50� P AVER UN RESIDENCES"and the"STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR -' 70 3s.88 SERA G IE.35 T � OVER-R GAS SERVICE SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES." accordance �ti'Ith the attached permit conditions and applicable 39• / , p,d 1 PROPOSED 8.The following are instructions on how to make a solvent weld for attaching piping to the FujiClean inlet , c . standards, unless specifically waived by the Department. This approval BOT=26.00 40 � t - f � adapter fittings. l IL RAS..PA E 40.1 HYDRAULIC PROFILE 39• ,r''". .. - G s Rs.�,< / 4p.55 U, expires 3 'ears from the approval date, unless extended or renewed. 10, LLL RUN 1.Square pipe ends,chamfer and remove all dirt. P } pP r g h0,53 !_L_L t OVER 39,9 -, 40-2 C 2.Check dry fit of pipe and adapter.Pipe should easily go 1/3 of the way into the adapter.If pipe 39.59 bottoms,it should be snug- 39.3 ` 40 1 �I-L -I L� Ry p 3.Use a suitable applicator at least"h the size of the pipe diameter.For larger size pipe systems, 12/12/23 �I N Q- use a natural bristle brush or roller. SANITARY LEACHING POOL �.' 3 '�� L.. �t_L.i�__L l rs= BUTA \ '! 514 5FSWA 25 '� 40 44`" -- L � LL ,_� i�-goUNC ARy r / / O 4.Clean pipe and adapter with a listed primer.(Do not use primer on ABS pipe and fittings.Use Approval Date 39.83 40- CP " /' h �,L/ o Clear Cleaneronlyl) 40 00 ,9� 40.19 ! \ 2� \ 6 c o N Q 5.Apply liberal coat of cement to pipe to the depth of the socket;leave no uncoated surface. Z 40.02 PNALT <• / FE 70 '/ Oy�O� 3 0 6-Apply a thin coat of cement to the inside of the adapter;avoid puddling of cement.Puddling DRAINAGE DESIGN CRITERIA & CALCULATIONS can cause weakening and premature failure of pipe or adapter.Apply a second coat of cement to 39.17 A ` 40 20 Obz ,n W 5 -t, the pipe. V=A R C TABLE i O'ti 0 �' O t>J > 7.Assemble parts QUICKLY.Cement must be fluid.If cement surface has dried,recoat both OUN P 40.50 �� 4090 409 ni N h parts. A=AREA OF TRIBUTARY(S.F.) R=RAINFALL(FT.) C=COEFFICIENT OF RUNOFF Gv C NCRETE 5 pRopqr5Ep 40 00 �o 40 40 40 N en N 8.Push pipe FULLY Into adapter using a''/.turning motion until pipe bottoms. SANITARY DESIGN CRITERIA CALCULATIONS z X TER w TARy 40. F .- 4090 m m 9.Hold pipe and adapter together for 30 seconds to prevent pipe push-out-longer at low HEAVY DUTY AND Q NGWA 38 2+ CU m t SA M G,� temperatures.wpeottexcess. NOTE LOOKING CAST IRON TRAFFIC EXL R CE TO BE 40.20 hys _•'- 16'ONn r 40.65 a TEST HOLE DATA 10.Allow 15 minutes for good handling strength and 2 hours cure time at temperatures above 60 HIGHEST EXPECTED GROUND WATER EL=7.0. COVER TO GRADE (I BEARING SLAB SE Nt)ONED \ 39.70 1.1tET 16'OHD 8.18 t mperatures below 60 degrei degrees Fahrenheit before res Fahrenheessure itt or with pipe up to 180 above 3 inches.DO NOT TE Longer cure times may be ST WITH SEWAGE DE, CRITERIA ABA WAR 39. 5 m DA 245 40 T MCDONALD GEOSCIENCE AIR. ALL CONNECTING DRAINAGE PIPES ARE 15 DIAMETER HDPE. GROUNDWATER MANAGEMENT ZONE =IV(600 GPD/AC) TER 39. o 11/15/22 NOTE:The set up/cure time is dependent on several factors.The pipe size,socket fit,ambient ME 40.30 4115 T temperature,relative humidity,solvent cement used and the system operating pressure should all be TRIBUTARY AREA#1=9,903 SF WATER SUPPLY PUBLIC \ %tO) O N considered when determinin set u cure t mes.SEp BoLLA40. 30+ 39 w END 40,65 MIXED 0 0' g p REQUIRED VOLUME v .. y.,, ALLOWABLE DENSITY=0.8522 AC @ 600 GPD/AC =511 GPD PROPO (-V?T, m 40. 0 =: o CRETE SAND& 20" M►A LOAM ASPHALT/CONC.: 5,373 S.F.x 2112 x 1.0 = 896 C.F. DENSITY CALCULATION MIN. sER E OVJTS p - {, O l351 s, :. t-_o CON CURB B GINTABLF- eaowN 1. ROOF:ROOF: 2,649 S.F.x 2/12 x 1.0 =442 C.F. M CRETE CURB SILT RETAIL: 2,651;iF C�0.03 GPD/SF = 80 GPD to CB#21 m CON (ML) LAWN: 1,881 S.F.x 2/12 x 0.10 = 31 C.F. STORAGE: 7,000 SF C�0.04 GPD/SF = 280 GPD Q m Cj Cj 'RA TE=39•30 1 1, e 2 0 _ TOTAL REQUIRED =1,369 C.F. X (J 4" DIA. SDR35 PVC 0 Q IE.3530 m NT 381' YELLOWISH OW PROVIDED VOLUME TOTAL DENSITY = 360 GPD Q �I PIPE @ 1.00% MIN. -1 zVE t -_ CAST IRON FRAME 8 COVER U �J FINE `0 USE:LEACHING FIELD#1 OU N j Z = SAND y 0 0 CAMPBELL FOUNDRY, PAT. NO. (3)POOLS 10' DIA.x 7' DEEP = 1,437 C.F. DESIGN CALCULATION Q z!K O 1� �� gLo` R ' I - _- ---38--- - (SP) ;, o 340-1 oR APPROVED EQUAL. ry v W Z ej1 � - f +37.94 \ PALE BROWN 14.0' �- g $ TRIBUTARY AREA#2=5,451 SF RETAIL: 2,651:iF C�0.03 GPD/SF =80 GPD d_j Q 4 �Ol. t I FINE TO 4 y 0000 STORAGE: 7,000 SF @ 0.04 GPD/SF = 280 GPD m 10 In w � / CON \ o COARSE 0000000 REQUIRED VOLUME PANEL +38.48 1 TORS SAND �- 1 t� N10 ROOF: 1,397 S.F.x 2112 x 1.0 = 233 C.F. p OSED 2 5 (SW) 0 4000 P51 PRECAST CONCRETEASPHALT/GONG.: 2,830 S.F.x 2/12 x 1.0 =472 C.F. TOTAL DENSITY = 360 GPD b„ROOF D OP 17.0'N S & 1BOX AS MFG. BY SUFFOLK C' +38.75 N BOA G LAWN: 1,224 S.F.x 2/12 x 0.10 = 20 C.F. ❑® `- pRAIN p T SALE +3 . 7 NowaTER i0 ;:.;' =3•-�.-,..:,,.,.- CEMENT OR APPROVED EQUAL. SYSTEM DESIGN =00 � � � �gUILDIO REQUIRED OW'f5 CAPACITY = 360 GPD ®❑® #2 CONCRE o AGE 't i� �TARy ENCOUNTERED TOTAL REQUIRED =725 C.F. STOR, ,. .1 - '" SF TR. BUp R,/ \\ I PROVIDED VOLUME PROVIDED OWT5 CAPACITY = 500 GPD EACHING FIE1 p PH ALA 1 _ GF A=9,651 NT �-gOUN z 10• USE 1 l0, pIA,x 6 DEEP �__ AS - SE ME J USE:LEACHING FIELD#2 LEACHING REQUIRED= 360 GPD/i.5 GPD/SF =240 SFSWA m (2)POOL5 \ NO gA _40.50 \� 8" 4' 8" DRAINAGE PIPE (2)POOLS 10' DIA.x 6' DEEP = 8Z1 C.F. EBLEND R LEACHING PROVIDED=10' DIA.x 10' DEEP POOL =314 SFSWA STON BEGIN FEEL- N HIGHEST EXPECTED GW EL s 4015 39.95 40 90 CONCRETE \ EXIS' To B�REMOVED / / 4000 P51 PRECAST CONCRETE TRIBUTARY AREA#3=10,177 SF O o 39.90 - - 70 40 CURB CE O° TRAFFIC BEARING TOP SLAB * 39. 40 SERVI AS MFG. BY SUFFOLK CEMENT REQUIRED VOLUME 6' PENETRATION INTO A VIRGIN No to o 40A0 \ -TING - + ROOF: 3,193 S.F.x 2/12 x 1.0 =532 C.F. 51RATA OF SAND $ GRAVEL 3, ti z l'y 39 75 EXI5 G 2 ING �- - OR APPROVED EQUAL. -+, Ry gUILb $_ ASPHALT/CONC.:447 S.F.x 2112 x 1.0 =75 C.F. SANITARY LEA�GHING POOL c o VO BE REMOVED 7_o� 3MF�2 STONEBLEND:6,493 S.F.x 2/12 x 1.0 =1,082 C.F. tA In ' F o _L_-- +39,37 „ LAWN:44 S.F.x 2/12 x 0.10 = 1 C.F. TOTAL REQUIRED = 1,690 C.F. NTS �o j I' 16� �37.99 1 • HDFFL t?I •�: �6 �S7 90 i 78'1 Qr+D 16° t 4000 P51 PREGAST GONGRETE PROVIDED VOLUME NOTES '0 40 o `$`f USE:LEACHING FIELD#3 1 BOX AS MFG. BY SUFFOLK •_ 40.90 I N ±: GEMENT OR APPROVED EQUAL. (4)POOLS 10' DIA.x 7' DEEP = 1,916 C.F. I. THE OW'T5 SHALL BE MODEL GEN-5 MANUFACTURED BY FUJIGLEAN USA. ` 4040 II ti to .. 88 48 t D#3 I ? !X DRAINAGE PIPE 2. THE DEE5IGN ENGINEER, FUJIGLEAN USA REPRESENTATIVE, AND SCDH5 REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE 39.63 39. 1 �E NING FIEL P O 2 I N A o Q TABLE USE:i A SO' DIA.x 7' DEE � ,y l ? OATS ANI7 LEACHING SYSTEM- APPROVAL FROM ALL THREE PRIOR TO BAGKFILL. N C! MOUN 4y¢OOLS 1 t A ENGINEER'S CERTIFICATION O TE CURB ( I STONEBLEND �oQ 1 D 37.06 LID 3. THE SYSTEM START UP WI_L BE COMPLETED UNDER THE DIRECT SUPERVISION OF A FUJIGLEAN USA REPRESENTATIVE. p 1? CONCRE BOLLARDS s / tl _ __ -- +3T�n c 0 4000 P51 PRECAST CONCRETE .o P / 39.69 N "I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL a - I __- 3 = BOTTOM SLAB W/ SUMP AS 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE 39 55 O / I FFL - A H A '� (V SYSTEM(S)FOR THIS PROJECT WERE DESIGNE t' r.0 I 1 ? 38.20 -+- f T , tO "S s: MFG. BY SUFFOLK CEMENT OR pIRECTION.BASED UPON A CAREFUL AND THO C O �•._1^ SUBMITTED TO THE 5UFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES (5CDHS) PRIOR TO APPROVAL OF THE I/A OWTS 70 3930 �T / / CP QD o 1 APPROVED EQUAL. REGISTRATION BY THE SGDHS IN ACCORDANCE WITH ARTICLE IC1 OF THE SUFFOLK COUNTY SANITARY GORE. 39 45 39.37 �_ �\ -�1- ' O O m T SITE AND GROUNDWATER CONDITIONS,ALL F P�y c7 39.12 i( \� / Z p 1 CONFORM TO THE SUFFOLK COUNTY DEPARTMI G}� � ' �• ` }` 5. ARGHITEGT TO VERIFY FINISHED FLOOR ELEVATION(5). +37.46 ~ r Q _ \ ' 03 c, - �2' CONSTRUCTION STANDARDS IN EFFECT AS OF f for n uA inMccted the cN��"- fl � ^: 6. THERE ARE NO KNOWN PRIVATE WATER SUPPLY WELLS WITHIN 150' OF THE SUBJECT PROPERTY. - 'y��•yGATE 07 rz. 41Ity s i i rt �r mar �° IE=3 t m 1.HALL REINFO TWILL NOT BE TO A DEPTH OF 9-O. - L ° c '• _ �N J" F P•yr a - A R.cEMEN REQUIRED �� '�. w*''""�,�°1 - ea;' ., + ,, .,-,,•,, �� J � , �� 39 __, +.37:s � , �- '� 3 g07 2.DEPTHS GREATER THAN VI SHALL HAVE WIRE FABRIC CONCRETE HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n �,p ^ t°14 t 3 "r I11531) 2 -� TABLE 3 REINFORCEMENT 3"A2",I AND 2 MIN.VERTICAL WIRES 12"O.G.,1/2"MIN-COVER. THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 U��SSIQNf. 7 J Jt _ ndymice, to schedule inspeetion(s). _3g; 4:: : LL pUN DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 tA B - - �� R CONCRE� :In - 5 SANITARY _ CATCH BASIN 2' x 4' FLUSH GRATE 14 ON BUFFER _ -- NTS b -1/2' VENTILATION PIPE STRUCTURE TO BE ABANDONED J c - N SCUM BAFFLE B CHAMBER Volume(gal) OR REMOVED IN ACCORDANCE ANSI SURVEYOR'S CERTIFICATION 0 01 Sedimentation Chamber 277 WITH 5GDH5 STANDARDS 35 75 Fc - ^- ' -10 Anaerobic Filtration Chamber 278 WDF Ep 6 F M -2'-10 '-7 -o Q Aerobic Contact Filtration Chamber 127 150•00 S-Tp0ADEFENCE DEC J ZOZ3 O n SI ECIRCULATION Storage Chamber 63 41 N c AIR LIFT PUMP Disinfection Chamber 4 016" 1-1/2" WEARING COURSE - I r.• ,, © 50 WI 'outhold i own © _-DISINFECTION '81 Planning Board cj �y N Total Volume 749 o CYLINDER (OPTIONAL) - CMF 2-1/2" BINDER COURSE , , M "7 4' INLET PIP ' OUTLET PIPE SPECIFICATIONS - or{ormerlY t " '+f *' W A a A Anaerobic Media PP/PE Filling Rate 32% - , now Bohn,Robert G _'^ 'd tSt =1i =. L7 a(a Rob ,>,... ,wr 4-o4 d © Board Type Aerobic Media PVC/PP/PE Filling Rate 16% -_ {ormer r�*LC ' Robert John Ann Bohn DRAINAGE W-nV,`1111I 3Aerobic,MediaPP/PEFilling Rate 57% oW Or tiles O ' 1 Bohn&Carol a PIPE �(� '9 � FF NT Blower 2.s efm Enterer e R-g0 Zoning use 4 t HO 4tJE �E LUE © AIR LIFT PUMP Tank FRP o INLET BAFF Q3 Piping PVC/PP/PE Z 1 CAST IRON FRAME 8 COVER Access Covers Plastic/Cast Iron E NG 1 NEE R?'S O ERTI F-tCA TI ON �Ef L'I RE P. GAMPBELL FOUNDRY, PAT. NO. Disinfectant(Optional) Chlorine Tablets , f,J 100"1G OR APPROVED EQUAL S Ur f� _ _ r R.A . r.r,T1, 1,a,z. �'$ � ON INSPECTION POOL ONLY. MAP PREPARED FOR RECIRCULATION PIPE LOW BAFFLE _J /2' AIR INTAKE NOTE: ALL CONDUITS BETWEEN PANEL AND FLOW OPENING (T'fP. (CLEANING OPENING) B I N "' A LL.AT30 N Ltd N r- O01 S- s P,tJ' 7 1-1NJ TREATMENT TANK MUST BE SEALED TO PREVENT �CCONIC WATERSPORTS GAS LEAKAGE INTO PANEL. PRECAST CONCRETE PLAN VIEW O I/A OWTS 6" RECYCLED CONCRETE TRAFFIC, BEARING SLAB AS E 18' MANHOLE (TYPE 18' MANHOLE (TYP 24' MANHOLE (TYP ISINFECTIDN 4' MANHOLE i � t Para 4tA� FOR WIFI COMMUNICATION DEVICE; BASE COURSE (NY5DOT SPEC) MFG. BY SUFFOLK CEMENT a CYLINDER (OPTIONAL) USE ALARM/CONTROL PANEL MDL#1045040 b" STABILIZED SOIL BASE ., OR APPROVED EQUAL. at Southold, Town of Southold LOW OPENING CONTROLLER G MFG BY 5JE RHOMBUS Suffolk County, New York METER ALARM/CONTROL N 1'-0 .1 1'-2' BOARD TYPE INCOMING SERVICE PANEL MDL#1041�i72 ASPHALT PA�\/EMENT SECTION RA TI P A o CONTACT MEDIA CONTROLLER "A" NTS G DING, DRAINAGE & V LITY L N MFG BY SJE RHOMBUS DEDICATED T T 15 AMP BREAKER D CONTROL PANEL MOUNTED County Tax Map District 1000 Section 55 Block 05 Lot 9.1 © N 4"x4" PRESSURE 2" STONE BLEND �\_&ROUT AROUND 120V AC, 10, 60HZ, 15 AMP POWER SUPPLY TREATED WOOD PO5T5ENTIRE PIPE MAP PREPARED AUG.09,2022 5'-5' © ® 5'-5' ECIRCULATION MAIN #12-2 AW6 WITH GND IN I" PVC CONDUIT I - 4 Q 4'-4 4'-3 ® 4'-2 ASSEMBLY SERVICE Z AIR INSULATED a f` n REVISION Record of Revisions DATE ELEC. CONDUIT a PRECAST CONCRETE DRAIN RIN65 AS MFG. OWTS WIRING PER MFG. o BLOWER 515TANT < m _+ m BY SUFFOLK CEMENT GENERAL NOV.10,2022 0 3 CO BLOWER i , f \i • %�\! a OR APPROVED EQUAL. GENERAL MAR.29,2023 HARDWIRE ENCLOSURE `v �i,. ❑® GENERAL MAY 18,2023 EROBIC MEDIA FIN. GRADE r ' �\�// ❑� PB COMMENTS JUNE 13,2023 ❑E9 PB COMMENTS JULY 03,2023 171 ERATION ASSEMBLY ELECTRIC SUPPLY PB COMMENTS JULY 07 2023 6" RECYCLED CONCRETE SCDH5 NOIA#1 JULY 14,2023 _ TO BLOWER BASE COURSE (NYSDOT SPEC) 10, --� MULTIPLE AUG.16,2023 SECTION A-A VIEW SECTION B-B VIEW GROUND 5JE RHOMBUS MAGIOOR FUJIGLEAN \TO FUJIGLEAN SCDHS NOIA#2 OCT.03,2023 m CONTROL AIR BLOWER AERATOR OWTS SPLICE BOX 6" STABILIZED SOIL BASE 20 0 10 20 40 60 o PANEL AIR LINE TO GW EL LECTRICAL SUPPLY FUJIGLEAN 0WTS I/A OWTS MDL. GEN-5 MFG. BY FUJIGLEAN USA ELECTRICAL ONE-LINE DIAGRAM CONTROL PANEL 4 BLOWER STONE BLEND PAN/EMENT SECTION LEACHINCG POOL Scale: P = 20' o. JOB NO.2022-0135 SCALE: NT5 NTS NTS DWG.2022_0135 sp2 2 OF 5 TO (1)UNAUTHORIZED ALTERATION OR ADDITION T THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT RECONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)d CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. LIGHTING FIXTURE SCHEDULE 5URFAGE WIT-! 400 Ostrander Avenue, Riverhead, New York IIQOI � to I. 631.727.2303 fax. 631.72�.0144 TOPSOIL 8 SEED OR SOD w Y _ 53' admin®youngengineering.com SYMBOL DESCRIPTION FILL GRID STRUCTURE ,rJ' ,� ` , WITH SHARP �+--� -------- 9 1+'7y /y)�t• 28 WATT LED VALUE SERIES SQUARE GONGR=TE SAND F R MFG. BY NLS LIGHTING I/ AhA�� CAT.NO. Ini t (V55-S)-T4-16L-53-27K7-UNV-WM-WHT-AHS ` Howard W. Young, Land Surveyor l Thomas G. Wolpert, Professional Engineer 28 WATTLED VALUE SERIES SQUARE Douglas E. Adams, Professional Engineer MFG.BY NL5 LIGHTING CAT.NO. TYPE HGT. LUMENS L.L.F. C.C.T. QTY. (VSS-5)-T4-16L-53-27K7-UNV-WM-BLK-AHS-PC WALL 15' 2,016 1.0 2700 K 6 +, �* s' ! Q Robert tr m s i, Architect Robert 5tromski, Architect d r . GRASS PAVE UNITS G 4.42' 79. y NOTES MFG BY GRA55PAVE2 � OR APaIROVED EQUAL 1. ..:v �.. . r� ..67.�,x�. ._,.ti..�.., .u .. � .. ».... LIGHTING TO BE MANAGED AND CONTROLLED BY CLOCK& 6" STABILIZED SOIL BASE s H PHOTOCELL,TO COINCIDE WITH THE FOLLOWING HOURS ' o OF OPERATIONS AND COMPLY WITH THE TOWN OF GR�455 Pr41�1=R5 SECTION J Co SOUTHOLD CODE SECTIONS 172 OUTDOOR LIGHTING NTS .• HOURS OF OPERATION IN-SEASON 8am-8pm «,� �''•,{ Installation of Grasspave2 Units PATH OF LFP i ,•''+ � ,r PATH OF FRONT OFF-SEASON gam-5 m OVERHANG P A.Install the Grasspave2 units by placing units with rings facing up, r ,'� ' �, f" T I"I"��}�1T �ev#`IIMEI. 4'Ma' ti � � �*� •�'��' TOTAL LUMENS OF ALL FIXTURES=14,896 and using pegs and holes provided to maintain proper spacing and1. interlock the units.Units can be cosily shaped with pruning shears or �< knife.Units placed on curves and slopes shall be anchored to the ,' r base course,using 16d Common nails with fender washer,as required FOOTCANUE STATISTICS to secure units in place.Tops of rings shall be between 6 mm to 13 mm(0.25"to 0.5")below the surfa:e of adjacent hard-surface FIN.GR. MIN. MAX. AVG. pavements. B.Install sand in rings as they are laid in sections by"backdumping" M41 ^TUR N NG 3 o r WALL LIGHT 0.00 2.25 0.31 directly from a dump truck,or from buckets mounted on tractors, v 9.w = «. . -- - .•3t' r which then exit the site by driving over rings already filled with PADIUS=45' NTS sand.The sand is then spread laterally from the pile using flat # bottomed shovels and/or wide"asphalt rakes"to fill the rings.A '' t a R I iO T : stiff bristled broom should be used for final"finishing"of the sand. a MIN. t 'V t The sand must be"compacted"by using water from hose,irrigation { i i AII~IEFRIIVC ANGLE heads,or rainfall,with the finish 9-ade no less than the top of rings i and no more than 6 mm(0.25")above top of rings. PATH, ¢ IS 28.4`' REAR W EL ; . ASSWAED TRACTORITRAILER Installation of Grass REAR �I�I�:EI,. � (Choose one paragraph below to meet grass installation method ANGLE IS 6$,5° desired.) • GTP=GEi�'�ERLINE 'BURNING A.Install thin sod directly over sand filled rings,filled no higher t than the top of the rings.Sod strips should be placed with very tight ' t RADIUS AT FRONT AXLE joints.Sodded areas must be fertilized and kept moist during root establishment(minimum of 3 weeks).Sodded areas must be protected from any traffic,other than emergency vehicles,for a j period of 3 to 4 weeks,or until the root system has penetrated and o ,r + + + + established well below the Grasspave2 units. r s''' ;' <• ' B.Install grass seed at rates per grass type.A light"dusting"of 0 z' 00 0 00 0 00 �� 0 00 0 0 commercial topsoil mix,not to exceed 1/2"(25 mm)can be placed ✓ r �Q above the rings and seed mix to aid germination rates.Seeded areas + + ,+ + + + must be fertilized and kept moist during development of the turf 1 0 0100 0,00 U0 0,00 0,0 0,00 '00 plants. t 1 Protection + + + + +tf + + + + + (Choose one paragraph below to match grass installation method.) i "£ ;•.- 0 0,0 0,00 0,00 0,00 0,00 0 00 0,00 0,00 0, 1 00 0,00 A.Seeded areas must be protected from any traffic,other than APPROVED w d E emergency vehicles,for a period of 4 to 6 weeks,or until the grass y I REC _ VE A P. ROVED BY + + + + + + + + + + is mature to handle traffic. -- +.a..•--- nn �}{� B.Sodded areas must be protected from any traffic,other than f PLANNING BOARD 0,00 0,0 0,00 0,01 0,01 0,01 0,01 0,0 0,01 0,02 0,02 0,02 0, 2 0,00 emergency vehicles,for a period of 3 to 4 weeks,or until the root DEC 1 v 2023 system has penetrated below the Grasspave2 units. TOWN OF SOUT HOLD '+ + + + + + + + + + + + + + + j_ __ _ 0,00 0,00 0, 0 0,01 0,01 0,01 0,02 0,04 „`U,06 0,08 0,1� 0,1 0,10 �,0 0,01 INTERSTATE SEMI-TRAILER DESIGN VEHICLE soutnolc gown SCOURCE:NEW JERSEY TURNPIKE AUTHORITY Planning Board DATE �. ,Z2 �2a.-v3 ,00 0,00 OX1 0, 0,05 07 �•,117 0,24 0,27 0,31 0,31 0,3 0,18 06 0,01 ' + + + + `+ + + + + + + + + 0,00 0,0 0,00 0,01 I'i .0,1� 0,45 0,57 0,66 0,65 0,68 0,60 0,49 0,35 0, 5 0,01 / 0,00 0,00 01 0,01 0,02 0,12 0,33 0,50 1,07 1,50 1,06 1,23 1,14 0, 0,35 0,0 0,01 + + + + + + + + + + + + 0,00 0,01 0,01 0,01 0,03 0,12 0,32 0 1,41 1,93 2 0,7 35 + + + + + + ° + + 0,01 ,02 0,04 05 0,04 0,1 ° 0 0, j 40 ,2 ° ENGINEER'S CERTIFICATION 0,01 0, 3 0,12 0, 0,31 0,39 0, 1,39 ryf r" 6 "I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL t ROOF O w ±)� E //' g SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME C)PVK6ER AtY� ♦ DIRECTION.BASED UPON A CAREFUL AND THOROUG/4,6TUDY,OF THE SOIL, + + + + + + �- Y ♦ SITE AND GROUNDWATER CONDITIONS,ALL FACIL'ITItS,AS PROPOSED, 1 0,14 0,4 0,58 0,89 ,67 CONFORM TO THE SUFFOLK COUNTY DEPARTMENTOF HEACTH SERVICES ` �" " �� ♦ CONSTRUCTION STANDARDS IN EFFECT AS OF THI�,D�TE." + + + + + + 0,01 0,0 0,16 0,36 0,72 L24 s //- - ��n �' i '' :;U..� _ >� 0,01 0,01 0,13 0,40 0,81 1,54 POSED 2 STORY / y'` HOWARD W.YOUNG,N.Y.S.L.S.uNO.45893n v �' PRO E5 Bt + THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 + + + + + BOAT 5A�'I�pING / .® DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 'r 0,01 0,14 0,41 72 1,21 1, STOR A 9 6515E M GF EMENT f SURVEYOR'S CERTIFICATION N NO BA .� . �. 0,02 12 0,44 0 1,3 �A 0 0,01 013 0,34 0,76 0,99 1,5 - _ ,sy. Y O Ups 04 o r + L 1_L N 0 01 01 6 0,32 0,63 1,03 1,62 PASS I-LL C' p w LLI 1 LLt 'f 1 f AVERS `�' `' LLL + + + + + + OVER-RUN L 0,01 0,0 0,21 0,52 1,00 1,74 59 0,23 0,02 0,01 -F L L t_L_L_t_ / L LL_L_L. HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 YLLL + + + + + + + + + + + + + + + L .. 0,01 15 0, 78 1,56 1, 2 1,33 1,64 1,50 1,80 1,68 1,74 1,14 0 68 0,28 0,04 0,01 ASS PAVERS �' ® OVER-RUN x � + + + + + + + + + + + + + + + + .,. ♦ MAP PREPARED FOR 0,02 0, 2 55 1,43 1,67 1,40 1,39 1,35 1,39 1,20 1,03 0,73 0, 5 0,37 0,09 01 - >y ��M _L.t_L PECONIC WATERSPORTS 0 0 64 ,39 32 0,17 0,11 02 L_L_Ll_LLL -- 0,01 42 0,62 0,89 0,81 0,82 0,95 0,72 0, / at Southold, Town of Southold E g + + + + + + + + + + + + + Suffolk County, New York 0,01 04 1 0,18 28 0,35 0,38 0,41 0,4 0,3 0, 0, 5 0, 6 12 0,08 0,04 0, 1 N + + + + + + + + + + + + + LIGHTING & CIRCULATION PLAN 02 0,02 0,01 0,01 0,0 ' 0,01 0, 2 0,02 0,09 013 14 15 0,14 0,12 04 0, County Tax Map District 1000 Section 55 Block 05 Lot 9.1 + + + + + + + + + + + + + aL �� p a 0,0 0,01 0,03 0, 0,03 0,02 0,01 0,02 0,01 0,01 0,01 0,01 0,01 0,00 0,00 0,00 // Q MAP PREPARED MAY 18,2023 �}, +. + + + + + + + + + + + + + + + ,- U� b Record of Revisions 0,00 0,01 0,01 0,01 0,01 0,01 0,01 0,01 0,01 0,00 0,00 0,00 0,00 Q q -= __ ==Y- REVISION DATE - ?' • ;• - PB COMMENTS JUNE 13 2023 �.'"• :`..',< •,••_. - ,a. ;..: . + + + + + + + 6eo + + + + + + ��o t. , :j , $, _ .•: PB COMMENTS JULY 03,2023 0,00 0,00 0,00 0,00 0,00 0,00 0 0,00 0,00 0,00 0,00 0,00 0,00 0,00 t. PB COMMENTS JULY 07,2023 SCDHS NOIA#1 JULY 14,2023 MULTIPLE AUG. 16,2023 + + + + + + + + SCDHS NOIA#2 OCT_03 2023 a, 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0 20 0 10 20 40 60 LIGHTING PLAN SEMI-TRAILER CIRCULATION PLAN g SCALE:1"=20' SCALE: P=20' Scale: As Shown a JOB NO.2022-0135 DWG. 2022_0135_sp2 3 OF 5 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LIIJES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York IIa01 tel. 631.-i2'7.2303 fax. 651.-727.0144 SPECIAL NOTES 1=0R PG BINDER AND MIX DESIGN LEVEL GONSTRUGTION NOTES adman®youngengineering.COM REOUIREMENT5 OF THIS NOTE APPLY TO ALL SECTION 402 AND SECTION 404 ASPHALT ALL BROKEN CURB AND ALL CRACKED,BROKEN,OR NON-COMPLIANT (HMA AND WMA) ITEMS IN THIS CONTRACT GOLD MILL EXISTING PAVEMENT 4 SEAL JOINT I SIDEWALKS ALONG THE PROPERTY FRONTAGE SHALL BE REPLACED IN ACCORDANCE WITH NY5DOT STANDARDS&SPECIFICATIONS. • 'J PG BINDER USE A PG 64H-22 (HIGH) MEETING THE R=QUIREMENT5 OF AA5HTO M 552, STANDARD EXISTING NEN I SANELY EXISTING PAVEMENT H THE EXISTING TRAVEL I / SPECIFICATION FOR PERFORMANCE GRADED ASPHALT BINDER USING MULTIPLE STRESS PAVEMENT PAVEMENT I LANE LINE FOR ENTIRE LENGTH Ur PROPOSED CURB I Howard W. Young, Land Surveyor coxSTRUGTION,AND REGONSTRUGT SHOULDER AS SHOWN N / Thomas G. Wolpert, Professional Engineer CREEP RECOVERY (MSCR), FOR THE PRODUCTION OF HOT MIX ASPHALT MIXTURES FOR THI5 I ON PLANS. 1�I Douglas E. Adams, Professional Engineer PROJECT. TERMINAL BLEND CRUMB RUBBER MODIFIER MAY BE USED FOR THIS PG BINDER. PROPOSED I� MILLING OF TOP I NEA SHOULDER MOUNTABLE CONCRETE WHEN TERMONAL BLEND GRM PG BINDER 15 USED, THE FOLLOWING SHALL APPLY: HT 12"MIN. I 4'MIN. CURB TYPE M-100 IQ '/ °' Robert G. Tast, Architect SHOULD EXTEND IlY '� �' Robert Stromski, Architect CRUMB RUBBER PARTICLES SHALL BE FINER THAN 550 SIEVE SIZE. EXISTING EXISTING DYED 5TAMPGRETE THE GRM PG BINDER SHALL BE 5TORA6E-STA5LE AND HOMOGENEOU5. EX15TI0ONTI LIE F 15°� PAVEMENT EXISTING I SLOPE THE DYNAMIC SHEAR RHEOMETER (D5R) SHALL BE SET AT 2-mm GAP. SLOPE 114' -3/4"/FT. THE GRM PG BINDER SHALL BE 411% FREE OF PARTICLES RETAINED ON THE 600 um 51EVE i � ,' � � �:-,- •. . •, � !� / // � / \1�7 �i, $ �/ � AS TESTED IN ACCORDANCE WITH SECTION 5.4 OF M 332. = �'< ` �• �; `Y \\'�\\ `\�� \�\may) / ",�0�' L� P` USE OF POLY-PHOSPHORIC ACID (PPA) TO MODIFY THE PG BINDER PROPERTIES 15 \ \ \ \�� / G0��J�Gp�P� PROHIBITED FOR MIXTURES CONTAINING LIMESTONE, LIMESTONE AS AN AGGREGATE BLEND EXISTING .. ��/, I "'"s y COMPONENT, LIMESTONE AS A CONSTITUENT IN CRUSHED GRAVEL AGGREGATE, OR ( F Q�� f �O' BASE ':_ T DES ANY LIMESTONE. THIS PROHIBITION OFFSET( � � ,�: � �°"' � �� RECYCLED ASPHALT PAVEMENT (RAP) HAT INCLUDES '� 5NON STORAGE AREA OONGRETE SIDENALK AREA ALSO APPLIES TO THE USE OF PPA AS A CROSS-LINKING AGENT FOR POLYMER / r y ' b�x� MODIFICATION. 0 ° s • " ��, R5-1 40 40 4a 40.07 / L'(O 2 TOP COURSE OF1001 30"4T. 40-10 40. 40.09.' �.Q b MIX DESIGN I. ESAL = 7.4 MILLION. / / t��P �� ''' DO NOT ''J'L 40.40.1 J��'��P9�CO THE MIXTURE DESIGNS MUST BE DEVELOPED IN ACCORDANCE WITH THE CRIERIA SPECIFIED 2. DEPTH TO BE INCREASED 4 BINDER COURSE P QP IN THE HMA ITEMS THAT ARE APPROPRIATE FOR AN ESTIMATED TRAFFIC, LEVEL OF < 50 BY REGIONAL PERMIT ENG. TO 6" BASE COURSE (IN TWO 5" LAYERS) ' '• ENTER 40.41V MILLION E5AL'S. 5" (5 LIFTS) IN AREAS WITH 6 HIGH TRUCK TRAFFIC b" 5UBBA5E ��„�Pic ,.• Pv0�� 12 J� Vti. ON5TRUCTION TACK GOAT REQUIRED BETWEEN ALL ASPHALT LIFTS /yt�N SP ovp� 4026 ASPHALT PAVEMENT G PAVEMENT WIDENING WILL ONLY BE PERMITTED ADJACENT TO EXISTING FULL �� " P��E 399b J / .,. C� O 40.95 G�Q I. ASPHALT i DEPTH ASPHALT PAVEMENT. WHERE THE EXI5TIN6 PAVEMENT 15 CONCRETE, CONCRETE \ � 70 SECTION OF ��ts ` Q. WNIVENINC7 MUST BE USED. ViHERE IDENING MUST BEG CONSTRUCTED.HE EXISTING PAVEMENT 15 COMPOSITE, A COMPOSITE �' P��PQP '�`(`N��VPt1` 4 4076 30"x30" CURB, SIDEWALK 4 ASPHALT PAVEMENT GON5TRUCTI ON i �� ore - ='O� G�G� (WITHIN COUNTY RIGHT 01= WAY) Qti �- 40.51 2. WHERE THE EXISTING PAVEMENT GR055-SLOPE IS DIFFERENT FROM I/4" PER FOOT, THE \ �G �� / �• ST� PROPOSED PAVEMENT SLOPE SHALL MATCH THE EXISTIN G PROVIDED THE SLOPE WILL BED 5� ��0 Ao.i Cgs i SPNAL I 3s.so 5/16"/FT. MINIMUM AND 5/8"/FT. MAXIMUM. WHERE A SLOPE WITHIN THIS RANGE CANNOT BE NT5 3 p�� 39 95 �3 a i / N A OBTAINED, RE5URFAC:ING OF THE EXISTING ROADWAY TO CORRECT ITS CRO55-SLOPE MAY /`' \\ R5 Q�� 39.65 %•. 40.20 BE REQUIRED BY THE: REGIONAL PERMIT ENGINEER. �. 30"x 0' '` N e �i. / LSE MOUNTABLE \ DON T NG P 25 0.15 _l Ll. CURB \ CONE 2''i 6E 39.90 •.. ABLE z, ENTE / +38.66 SGN�O�� LLLL.-L_ MO ETE LL CON 9"MAX. r .CE E �ti\\ ED R39.75 L L �l CURB 7"MIN. 60 NGR PNG pROppS 39.50 -. GRA55 I 211 70 R��OE`I I�� m 5ER CE PAVERS UN 39. N OVER- I SERVICE i� 3940 PAVERS. PROPOSED GAS z + LL;..W GRASS 40.15 : , '. 40.50 N z N h' :•- NH s 40.53 _t OVER- 90 11, I 40.25 0 W ��" .: .: W 39.59 28 -L 39 �+ ',` °.`; W Z 39.3 40. LL L LLLLLLLLt o = /25 p 4044 ',: LLLLI-L 4 O to �- L..Lt_L_L.1 (o ~ 39.83 40. CP f` } � r. . T 4 0.19 m �- % 40p0 4002 � Zo 1� . J� 0 0 -co. 0 APPROVED BY W \ \ \ \ f \� QE A pNALY ` FE 40.70 �! 3, o -s \ \\ \\ \\ \\ \\ \\ ��P�,Q 39.77 m p 40.20 40.90 0 U3 J O \ \,°,' 'Sa� -o OUNTABLE 40.50 > PLANNING BOARD Cal � G C i.1CRE ' `' PROpq. 40.90 40. m a !ER B W TARy 40 D0 40.40 Ni A cu SA➢� 40.90 w w TOWN OF S OUTHOLD EXIS RVICE TO 6E 38 2+ ry 40.20 " hy5 BEM , f 16'oHD + 40.65 �' 5E97 ABANDONED �39.70 INLET 3° 16'o 10 a8.18 DATE f 2 CAST-IN-PLACE CONCRETE CURB WATER 3y"5 mR45 40 T H TYPE M-100 METER 39 \ / o p j 0•30 N 4115 (MOUNTABLE CURB WITHOUT CURB ANCHOR) PROPOSED BOLLARTyDp� 40.3� p.30+ 39 o ENE 40.65 R CURB (TYP.) NTS RACE pWTS 1�O; '�.-7. + CONCRETE BEGIN GRADE BREAK TO BACK OF CURB SE I p _-. � 35, :b MOUNTABLE -- LESS THAN 5'-0" -Fi00F OAR; _:.t.a.. CONCRETE CURB 24" MIN. m 1, '` ' , e' . 1 0,`.,� `.S•'r:('fan^"�'•'.7er�:�'`�`.-,'.'o$li'0 N. p W VEN� 4l` A .��'t+�F1G.:.,,;.t.,;, E•• jam---- Tt � '--- E � �•�� t: �� BLOWER 1 r E L TROL I --DROP CURB _ N w co t`1EL +38.48 R� o o pA a, \� 2 STO GRADE BREAK AT BOTTOM OF RAMP -ONE CORNER OF DETECTABLE + + + TRUNCATED DOME DIMENSIONS p D S & I WARNING OF SURFACE LOCATEDLOCATED : U \ PRO O A.`. S ALE 1 +3 7 DIM. MIN. (IN) MAX. ON) A B A 1.6" 2.4" j +38.75 p /y B G DETECTABLE WARNING B 0.65" 1.5" t/i' MAX, CONCRE TORA SIN\\,/� ' SURFACE PLACEMENT OPTION 2 - + + + C SOX - 65Y. OF D DIM -- - { NEPDE GF 9 615 . I R S SF ENGINEERS CERTIFICATION D 0.9 1.4" �----- � „ - .- o NO BASEMEN I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL STONEBLEND 40.50 �� SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME 9Y`� BEGIN FFEL= WATER ) N DIRECTION.BASED UPON A CAREFUL AND THOROUGH`��Tl1DY.DF.THE'S0� I E � 40.10 39•95 40 90 CONCRETE \ E)(T. �O gE REMOVED i a` SITE AND GROUNDWATER CONDITIONS,ALL FAC�L`I' S';ASPk0PdSED„'- A-� SEE SHEET 3 OF 9 PLAN L® 0 0 39.9 3970 40 CURB 5ERVICE 00 CONFORM TO THE SUFFOLK COUNTY DEPARTMENT dF '_'All' SERVICES FOR RAMP SIDE OPTIONS 3 40. c3! �wB1 " -- 2 0 �„ 0 40A0 N{?2 ��'� _ - - CONSTRUCTION STANDARDS IN EFFECT AS OF l`NTS.` ?4T ."l1) 5�. yR(- SIDE FLARE (TYP.) C 0.2 �/4" - %2" MAX. -s 75 EXIST G C� rd i BUFFER ZONE 1`�I/ (SEE NOTE 23) --- 1 39• 5T0RyBUILDID /�� CTl `F -�` - ✓ I- LO O REMOVE u 7. 0 CMF ), 37.92 S, _ v N C� N i' �� O -� L---- 39.37 1 37.99 =o� - FFL `� +'. 1--__ OHD 16' I HOWARD W.YOUNG,N.Y.S.L.S.N0.45893n f)I SECTION E-E OHD 16 1 C 4 THOMAS C.WOLPERT,N.Y.S.P.E.N0.61483 DETECTABLE WARNING SURFACE (DNS) VERTICAL SURFACE DISCONTINUITIES ().40 _ I o C r i \ I _ 1 - RAMP �pfSA > '_1 TRUNCATED DOME DETAILS SEE NOTE 6 ON SHEET 1 OF 9 .a 40.90 1 DOUGLAS E.ADAMS,N.Y.S.P.E.N0.80897 \ p► i .� 40. 1 aSEE DETECTABLE WARNING \ �/ -CLEAR SPACE 1 n 39.88 39 48 9 Ni PLACEMENT DETAILS ON SHEET 2 OF 9 <� (SEE NOTE 29) 39'63 i�/ II 1 o p CURB RAMP DETAILS MOUNTABLE I I , � �. o SURVEYORS CERTIFICATION N p >E CURB I TONEBLEND I D 37.06 04 THE DESIGN FOR THE PROPOSED HANDICAP SIDEWALKS,CURB RAMPS AND DETECTABLE WARNING SURFACE SHALL p CONCRE BOLLARDS i 5 ---F3 c o i CURB RAMP CONFIGURATION: TYPE i CONFORM TO THE CURRENT STANDARD SPECIFICATIONS SHEETS OF THE NEW YORK STATE DEPARTMENT OF / 1 39.69 ____ - - - 1 (!� V% -i -' _ TRANSPORTATION(NYSDOT)REFER TO"SIDEWALK AND CURB RAMP DETAILS"608-01 SHEETS 1 THROUGH 9. o \\i\/I 3a.2o F�FL - A` T � 4�C ` l Yni� 0 39.7 39 37 _,i CP I p P -� 0 39.439.12 tf C f 'y �, Z �, CO C 3' a +37.46 \ \ / G l� .� V (Y- It n _ :+37.64 "w HOWARD W YOUNG, 5 L S N 45893 ear w�oTM ,. . ,.. DRl`A 38. 7 ..... MOUNTABLE CON CRETE CURB 1._.. XTSTING SANITARY "�ON BUFFER STEP 3 �pO,uS - 1, --ARC TANGENT - - �E e�E POINT(TYP.) ANSI - MAP PREPARE[) FOR UCTURE TO BE ABANDONED I a S pR REMOVEb TN ACCORDANCETPF yo t TH SCDHS S'TANbARDS 35. --,----- 35.75 --- - ---'- STEP 2 ------- ' --- -- ------------- . WT" ; �AoIUS: WbF CONIC WATERSPORTS STEP 4 �'o ,� I / 1rJO.00' 5 pC LADE FENCE a STEP 5-�\ �, ` at Southold, Town of Southold �' I RADIUS = "R" o �gp"W Suffolk County, New York RADIUS ="R" STEP 6 `A t 581 16 ^� (SEE TABLE 6) o; CORNER 1 CORNER i DRIVEWAY ARC TANGENT --- N r^r ANGLE ANGLE OPENING POINT ITYP.I OUT 1 IN LIMIT ITYP 1 , - ' 3s 6$ er1 RECEIVED COUNTY ROAD IMPROVEMENT PLAN SHOULDER WIDTH ,q~t HIGHWAY EDGE - / ' now or for Ro t G• o (SEE NOTE ID OUTSIDE EDGE OF y OF PAVEMENT / er�`I 1 ahn Boh , ber ----- - - TRAVEL LANE `" - form ��C 1 Robert Carol Ann Bohn DEC 1 2023 County Tax Map District 1000 Section 55 Block 05 Lot 9.1 -- -� _`_--=- - - - - - sTPi_- �- - - - i " noW or SCo., Bohn& --- -- --------- --- -------- ---- uSeR- OFFSET LINE I -, /' nterpr'Se g0 oning g� Southold Town 2 I X. 1� X., -I DRIVEWAY - - d E eR� I Z OUT IN OFFSET Qua Zoning us Planning Board MAP PREPARED MAR.29,2023 TRAVEL LANE WIDTH DIRECTION OF TRAVEL INTERSECTION POINTS 11' 1 Record o Revisions REVISION DATE DESIGN ELEMENT TOLERANCES PB COMMENTS JUNE 13 2023 INSIDE EDGE OF OUTERMOST TRAVEL LANE (EQUALS THE CENTERLINE OF 2-LANE HIGHWAY) I DESIGN AND FIELD LDiIT FOR WORK PB COMMENTS JULY 03,2023 1 ELEMENT LAYOUT L MiT ACCEPTANCE PB COMMENTS JULY 07,2023 RADIUS LAYOUT I SIDEWALK CROSS SLOPE - SEE NOTE 12 1.5X MAX. 2.OX MAX. SCDHS NOIA#1 JULY 14,2023 VALID FOR RESIDENTIAL OR MINOR COMMERCIAL DRIVEWAYS SIDEWALK GRADE (RUNNING SLOPE) -SEE NOTE 11 4.5% MAX. 5.07 MAX. MULTIPLE AUG.16,2023 (FOR THE VALUES OF "R" AND "X" SEE TABLES 6 AND 7, RESPECTIVELY) CURB RAMP GRADE (RUNNING SLOPE) - SEE NOTE 21 7.5% MAX. 8.3% MAX. SCDHS NOIA#2 OCT.03,2023 BLENDED TRANSITION GRADE (RUNNING SLOPE) - SEE NOTE 7 4.5% MAX. 5.07 MAX. ALL VALUES SHOWN ON THE 608-01 STANDARD SHEETS REFER TO DESIGN AND FIELD LAYOUT LIMITS. o FOR ADDITIONAL REQUIREMENTS AND TOLERANCES,SEE "CRITICAL ELEMENTS FOR THE DESIGN, LAYOUT, DRIVEWAY DETAIL CAND HAPTER518 CONST OF RUCTION PEDESTRIAN FACILITIES" AVAILABLE ON THE NYSDOT HIGHWAY DESIGN MANUAL 20 0 10 20 40 60 THE DESIGN FOR THE PROPOSED HANDICAP SIDEWALKS AND CURB RAMPS SHALL CONFORM TO THE CURRENT Scale: 1�� - 20� a STANDARD SPECIFICATIONS SHEETS OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION(NYSDOTy REFER TO"RESIDENTIAL&MINOR COMMERCIAL DRIVEWAYS"608-03 SHEETS 1 THROUGH 9. JOB NO. 2022-0135 DWG.2022_0135_sp2 4 OF 5 A T THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED (1)UNAUTHORIZEDALTERATION O ADDITION O HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)d CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, Nevi York IIC101 tel. 631.727.2303 fax. 631.727.0144 admin@youngenglneering.com 50' MIN. �P 5 EXISTING STONE PAVEMENT 2' EXISTING r f' ��LS Howard W. Young, Land Surveyor GROUND S./ PAVEMENT �/ .�0 '' Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Profess / g tonal Engineer ti. r< i •�.. 40. o. ao.o7 Robert G. Tast, Architect z_ MOUNTABLE BERM �, 40.0 FILTER CLOTH (OPTIONAL) 40.10qq�p1-16 40 40.0Q' P�Q Robert 5tromskl, Architect / lr�40.05# 40.1 QQi� i y,+ 40.40 G� 0 N PROFILE01 p� 1 a 1 r 6 PSG\, r'' P�4g 50 5 a 40.6 f cQ�� DRAINAGE DESIGN CRITERIA & CALCULATIONS MIN. / \ �PJ` 3i // �19 �40.95 �0"0 V=ARC WASHRAGK w z 1 40. A=AREA OF TRIBUTAR ( ) R=RAINFALL( ) C=COEFFICIENT OF RUNOFF s.ss 1p i 70 _ (OPTIONAL) Y 5 F. L FT. ' P CP W E �� 'w �Pg`� 4 40.76 J) NOTE WATER EL=7. '� •°"`� �O 0 40.51 � HIGHEST EXPECTED GROUND0. '< "nY" 40.13 �- sy� PNALY 38.so ALL CONNECTING DRAINAGE PIPES ARE 15"DIAMETER HDPE. EXISTING / , i 5 EXISTING PAVEMENT •` A A6Gfi�GATE:�>�.;.`�.-y_.t�_=.. :-';� /, "° �-� � 39.95 9 9 5 ,� 40.20 �/ �'�� GENERAL POLLUTION CONTROL MEASURES TRIBUTARY AREA#1=9,903 5F _ ^°°� 'C�Q Q � ` '-` I TABLE IN ACCORDANCE WITH THE PROVISIONS OF THE NYSDEC GENERAL REQUIRED VOLUME � - Q - ;.' _I L MOUN 3 4j 40,15 -L_t CONCRETE CURB S STORMWATER PERMIT,STORM WATER MANAGEMENT AND EROSION AND �� 'Z , '( L SEDIMENT CONTROL MEASURES INCLUDING,BUT NOT LIMITED TO,THE ASPHALT/CONC.: 5,373 S.F.x 2/12 x 1.0 = 896 C.F. 511' 39.90 3Y I; t MOUNTABLE G fTes D#1 P FOLLOWING SHALL BE EMPLOYED DURING CONSTRUCTION: ROOF: 2,649 S.F.x 2/12 x 1.0 =442 C.F. I I PLAN al z �,.''39.5a i +38.ss ��G� CON�REiE E I.EACNI•N X7 OEE LAWN: 1,881 S.F.x 2/12 x0.10 =31 C.F. + ' " CURB U3,p00L510 DIA 1.EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED(BY TOTAL REQUIRED = 1,369 C.F. � i` 3975 _Ll_.t_ INSTALLATION OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS DRAINAGE TO SEDIMENT 11 I GRASS ) PROVIDED VOLUME '' is CB# 0 39•50 AND SHALL REMAIN UNDISTURBED. TRAPPING DEVIGE r`'" 39.5 395 PAVERS USE:LEACHING FIELD#1 SEE NOTE 8 ,�,.' ' 39 GRA IE-350q �N _..-,., OVER-RLN 2.CLEARING AND GRADING SHALL BE SCHEDULED 50 AS TO MINIMIZE THE (3)POOLS 10' DIA.x 7' DEEP = 1,437 C.F. 39.0 EXTENT OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE 39• s.4s# PAVERS 0 TRIBUTARY AREA#2=5,4515F _ L_ GRAS RUN 4015 40.5 N EXPOSED.GRADED AND STRIPPED.AREAS SHALL BE KEPT STABILIZED GON5TRUIGTION NOTES � .: '_LL. VER- 40 25 o THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED.SEED MIXTURES REQUIRED VOLUME V 8 0. O 39.g0 � � TEST HOLE DATA SHALL BE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE ROOF: 1,397 S.F.x 2/12 x 1.0 = 233 C.F. I. STONE SIZE-USE 2"STONE,OR A RECYCLED CONCRETE EQUIVALENT. 39.59 ;'1, + L_t._L.. 39.3 ti" 0. c.LLL. L. 3' 2. LENGTH -NOT LE55 THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 L €_.L: ._ .L.t._ o RECOMMENDATIONS.IN AREAS WHERE SOIL DISTURBANCE HAS ASPHALT/GONG.: 2,830 S.F.x 2/12 x 1.0 =472 C.F. ' I.._I__t_. .I L.F-.!-. _L t_:. 'F McDONALD GEOSCIENCE FOOT MINIMUM LENGTH WOULD APPLY). ;- I_ r.' �- 11/15/22 TEMPORARILY OR PERMANENTLY CEASED,TEMPORARY AND/OR PERMANENT LAWN: 1,224 S.F.x 2/12 x 0.10 = 20 C.F. 3. THICKNESS-NOT LE55 THAN 6". 4 G i E i+ TOTAL 4. WIDTH- I2'MINIMUM BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE IN&RE55 OR 39 83 4025 4 _I _._ \ ;tS (� _:.:; 6 N g SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR REQUIRED =725 C.F. EGRESS OCCURS. 40A0 j•. a, p cr o ° o MIXED 0.0' IMPLEMENTED WITHIN SEVEN DAYS. - ' �1 PROVIDED VOLUME 5. FILTER CLOTH -WILL$E PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. / 2 l 40,70 'p� O 3 h 'S SAND d 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION �1 7 ASPHAL y'O �? ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING I5 IMPRACTICAL,A -(`IQ MQ ` / 4020 �� ti4�c` o La D o LOAM 10 3-THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED USE:LEACHING FIELD#2 MOUNTABLE BERM WITH 5:I SLOPES WILL BE PERMITTED. / NE`II ARP 'P,a p T -� 50 Q 0 40.90 _ G -s "' BROWN TO REDUCE RUNOFF VELOCITIES.RUNOFF SHALL BE DIVERTED AWAY FROM (2)POOLS 10' DIA.x 6' DEEP = 821 C.F. '1. MAINTENANGE-THE ENTRANGE SHALL BE MAINTAINED IN A CONDITION WHIGH WILL �� 40' a 40•9 40 40 rT N -� � SILT PREVENT TRACKING WOAR FLOWING OF SEDIMENT ONTO PUBLIC,RIGHT5-OF-WAY.ALL SEDIMENT �' scjFE� O E 40 00 40.40 m w z SILT CLEARED SLOPES. SPILLED,DROPPED,WA5HED,OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED G0S��Ofj 1'r U // 40.90 'L 0' TRIBUTARY AREA#3=10,177 SF IMMEDIATELY. v 38.82+ 020 40.65 YELLOWISH 4.SEDIMENT SHALL BE TRAPPED ON THE SITE AND NOT PERMITTED TO REQUIRED VOLUME 6. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED EVERY SEVEN(7) �' D BROWN CALENDAR DAYS. y 3970 +38.18 FINE ENTER ADJACENT PROPERTIES OR PUBLIC ROADS OR DRAINAGE SYSTEMS. ROOF: 3,193 S.F.x 2/12 x 1.0 =532 C.F. SILT 39.75 SAND SEDIMENT BARRIERS SHALL BE INSTALLED ALONG THE LIMITS OF ASPHALT/CONC.:447 S.F.x 2/12 x 1.0 =75 C.F. �F-NGe 39.50 INI��TC T10N (SP) DISTURBANCE PRIOR TO THE START OF CONSTRUCTION AND SHALL BE STONEBLEND: 6,493 S.F.x 2/12 x 1.0 = 1,082 C.F. STABILIZED GONSTRUCTION ENTRANGE 5 0 0 30 IpR0TI1�G 41.15 PALE BROWN 14.0' MAINTAINED UNTIL CONSTRUCTION IS COMPLETF. LAWN:44 S.F.x 2/12 x 0.10 = 1 C.F. NT5 I�L�T BOLLARD 403 0 30+ .39 ENS 4p.65 COARTo SE TOTAL REQUIRED = 1,690 C.F. (TyP) 4030 CONCRE 5.A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO O• C,TION BEGIN SAND PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL PROVIDED VOLUME CURB _ ;a;�. •" .. - -. - MOUNTABL (SW) ROADS.THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE USE:LEACHING FIELD#3 r� CONCRETE CURB 17 0 SITE IS PERMANENTLY STABILIZED. NO WATER (4)POOLS 10' DIA.x 7' DEEP = 1,916 C.F. GRA E 3930 b I ' ENCOUNTERED 6.ALL RUNOFF SHALL BE RETAINED ON-SITE IN ACCORDANCE WITH LOCAL REGULATIONS AND APPROVALS.DRAINAGE INLETS INSTALLED ON SITE Z % SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF __ _ APPROPRIATE INLET PROTECTION. l•` --38-______ +37.94 7.THE FOLLOWING MEANS SHALL BE USED TO CONTROL DUST DURING USE DANDY BAG I`� if +38.48 CONSTRUCTION:A.WATER-DOWN ACCESS WAYS,STOCKPILES,AND SEDIMENT CONTROL DEVICE o 2 STOR�° MATERIAL PRIOR TO LOADING; B.LIMIT ON-SITE VEHICULAR SPEEDS TO 5 AS MFG BY DANDY PRODUCTSA SEA I OR APPROVED EQUAL � 6"ROOF QROQO SALES & I MPH;C.PROPERLY COVER TRUCKS CARTING LOOSE MATERIAL AND DRAIN +38.75 BOAT E gUI1,I)JOG �- -�\ + 87 SILT CONSTRUCTION DEBRIS. S-`OR �� 1F��GB 8.SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL 6 DEEP i�t 41� b W:ydEA�ER 9 6515E REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY USE:I.EACV-MV4G FIELD#2 CIF A^ GRATE COVEREDCOMPLETELY Y 2) 10, DIA'X ASPHAL"1 °D BASE o NT STABILIZED.FOLLOWING PERMANENT STABILIZATION,PAVED AREAS (. " , POOLS LEN NQ gA -4 \� SHALL BE CLEANED OF SOIL AND DEBRIS AND DRAINAGE SYSTEMS SHALL HIGH-FLOW FABRIC -1 40.15 539.958 BEGICRE FEE► i BE CLEANED AND FLUSHED AS NECESSARY. 0 CON i 0 0 39.90 39 70 40.9 9.PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE 40 40 CURB � _ _ PERFORMED AS INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR N Q 40'p0 '�/ _ �- PROLONGED STORMS.MAINTENANCE MEASURES ARE TO INCLUDE,BUT ARE � � � 3975 - PLAN ti -+• - ""� `r ' 7- o CMF NOT LIMITED TO,CLEANING OF RECHARGE BASINS,SEDIMENT TRAPS AND FLUSH INLET 0 O .R z� -s MQ _ +�-� 37.92 DRYWELLS,CLEANING AND REPAIR OF SEDIMENT BARRIERS,REPAIR OF to n �IL � I +EFL 7 BERMS AND RUNOFF DIVERTERS,AND CLEANING AND REPAIR OF INLET o yT�(�K 37.99 i PROTECTION DEVICES. APPROVED Q Y USE DANDY BAG � � � " ''97'90+ SEDIMENT CONTROL DEVICE '� �'� Vj 40 40 - "' 1 0 10.DURING CONSTRUCTION,THE CONTRACTOR SHALL COMPLY WITH ALL AS MFG BY DANDY PRODUCTS _.,.- ;a 4;. a 40.90 s LOCAL REGULATIONS CONCERNING THE DISPOSAL OF SOLID WASTE AND PLANTING QOARD OR APPROVED EQUAL - `- 11 4040 C4 DEBRIS AND TOXIC AND HAZARDOUS WASTE,AS WELL AS SANITARY 39•a$ 3948Jr i SEWER AND SEPTIC SYSTEM REGULATIONS. 39.63 0 TOWN OF SOUTHOLD USEi�EACNINGFIEI-D DEEP N B (4y¢OOL510 DIA'X DEEP n I y 0 11.CONCRETE WASH-OUT OF READY-MIX TRUCKS IS PERMITTED AT THE DATE PAVEMENT p CRETE CUR STONE � 4 37.06 �o -1, DESIGNATED AREA. t SURFACE O CON BOLLARDS a, 39.69 +3TAfi2 N o FLUSH `° 55 Op-po �L 1 H to UNLESS OTHERWISE DIRECTED BY THE OWNER,THE CONTRACTOR I5 INLET 39 30 yj o,� `I + + A N ro RESPONSIBLE FOR MAINTAINING THE NECESSARY RECORDS OF 39.70 39. 37 2 ; 38.20 r _1 _ ' O O fl � CONSTRUCTION ACTIVITIES,PREPARATION OF INSPECTION REPORTS,AND 3945 391z 1' '� 1!3 Z m REPORTING RELEASE OF POLLUTANTS TO THE PROPER AUTHORITIES AS k `` ? ✓� NECESSARY TO COMPLY WITH THE NYSDEC GENERAL STORMWATER PERMIT. +37.46 ` •'j� � i �,~� ' p THE CONTRACTOR SHALL REPORT ANY REQUIRED MODIFICATIONS TO THE SECTION ' t s CB 31 4' 3 SWPPP NECESSITATED BY FIELD CONDITIONS OR CONSTRUCTION F�o�sy G ATE=3$(p7 b` _ m ACTIVITIES TO THE ENGINEER FOR REVISION OF THE SWPPP WHERE IE=34A7 A APPROPRIATE. FLUSH INLET PROTECTION +37.64 NT5 397 -. 3807 ENGINEER'S CERTIFICATION 0 38' 1 111 9cp ABLE B "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE.RISPOSAL -�CUR �- CONCRE SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME R•UNDER'MY;- _ DIRECTION.BASED UPON A CAREFUL AND THOROUG TUDy.OF TNE�56 AN51TTON BUFFER INLET - SITE AND GROUNDWATER CONDITIONS,ALL FACIL TIES;ASFROP05ED, " _ __ CONFORM TO THE SUFFOLK COUNTY DEPARTMENT"OF HEALTH SERVICES TR C,TIO IPF r q s.; . . R ROT 35.75 CONSTRUCTION STANDARDS IN EFFECT AS OF Tj '15 DATE" N d N HAY BALE 51L >.; i BERM SAND BAG NGB ' POSED 6 fT• C) rc O 0 7A GOMPAGTI=D �� j50.0 5 ADE FENCE TOCK , BAGKFILL WOOD FRAME W G SECURELY 581 16 _'S HOWARD W.YOUNG,N.Y.S.L.SNO.45893n PLASTIC FASTENED AROUND (- - - THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 !- I�, ENTIRE PERIMETER ,- CMF DEC 2�23 DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 ~` •• .. -, LINER 36.68 erl now or form Robert G. Bohn, WOVEN WIRE FENCE - - - -town John Sauthold W or' orm Co.,LLC Robert &Carol Ann Bohn SECTION A-A SECTION B-B , -- no rlses 80 Bohn use R_80 Planning Board MAP PREPARED FOR _ uad Enter?Use R, Zon�n9 FILTER CLOTH LATH AND FLAGGING Q Z061\9 = PECONIC WATERSPORTS ON THREE SIDES TOP OF BERM FIR FRAME LOCK ti SAND BAG UNDISTURBED DISTURBED at Southold, Town of Southold E AREA FLOW AREA 13 Suffolk County, New York N ® SECTION EROSION & SEDIMENT CONTROL PLAN o HAY BALE 0 WOVEN WIRE FENCE CountyTax Ma District 1000 Section ® ® 1 ON 3 SLOPE P 55 Block 05 Lot 9.1 PLASTIC MAX. 5.00' LINER MAP PREPARED AUG.16,2023 a A A A A � B � B -- - �- -- 3 CONSTRUCT SILT FENCE Record of Revisions FIL:. . AROUND ENTIRE PERIMETER =•••''�'''-• •-< -' - CLOTH SCDHS NOIA#Z OCT,03 ON D2023 OF STOCKPILE A' WNISTRUGTION NOTES ® - ® ® ® STOCKPILE � I.PROTECTION OF STOCKPILES IS A YEAR-ROUND REQUIREMENT. - - �.t:,•r�r::'�-��-':-"- GRADE 2,STOCKPILES SHALL BE LOCATED A MINIMUM OF 50 FT.PROM GONGENTRATED 5TORMWATER FLOWS,AND INLETS. w .' 3. WIND EROSION CONTROL PRACTICES SHALL BE USED ON ALL STOCKPILES BELOW GRADE PLAN ABOVE GRADE PLAN AS APPROPRIATE. 4.REPAIR AND/OR REPLACE PERIMETER CONTROLS AS NEEDED,OR AS DIRECTED BY ENGINEER. T7- ELEVATION w 5.5EDIMENT5 SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REAGHS ONE-THIRD(I 9) OF THE BARRIER HEIGHT. = Z m 'p 20 0 10 20 40 60 CONCRETE WASHOUT TEMPORARY STOCKPILE SILT FENCE NT5 NT5 NT5 Scale: V = 20' JOB NO. 2022-0135 DWG. 2022_0135_sp2 5 OF 5 Romft d I&A " n 0� TR-Ji 0 "mmor- low h architecture, p.c. 011 . I' P.O.BOX I254 JAMESPORT,NY 11947 NEW YORE 46770 COUNTY ROAD48 , SOUTHOLD , PHONE(63I)779-2832 FAX(63I)779-2833 II - - _ - - - - - - I� - �I - - ------ Proposed Site Plan For:- ----- ----- - -------------------------------- 35'-10' - I Peconic Water Sports I I I I � I - ' I I I N -- RECEIVED I I I � S_EP13 2023 SouthoFd Town Planning Board INE OF STORAGE AREA ABOVE ' HIGH - - - - --- - - - - - - - --- - - - - - - - - - - - - - - - ;----- -------------- - - - --------------------------- - -- --- - - - - - ---------- t- - - - - - PIPE -GUARDRAIL- -- - - - - - - - - - - - - - - - MARINE STORAGE AREA (15T FLOOR) 46770 County Road 48 4,2BI SQUARE FEET Southold, New York 5'-1 1/2' S.C.T.M.#I000-55-5-9.I I - I I I I I I REVISIONS MARINE STORAGE AREA (2ND FLOOR _ 4-I2-2023 REVISED AS PER IARC COENTS `9 o 2,720 SQUARE FEET `� �? o 2023R VIS EL) AS PER PLANNING COMMENTS I I �- O PLANNING COMMENTS AS PER ®PLANNING COMMENTS AS PER O_PLANNING COMMENTS 4 i I ! ! !UPTO =64 O - 38'-2 1/2" O I I I 0 I I I I� I �I Wd EN'S A HR 'S A OOA 0 1'-2' X 9'-O" 0 OFFICE/BULLPEN SALES AREAU7— O PART OF 2,651 SQUARE FEET MARINE SALES AREAS _7 0 N O I 38'-2 I/2' II I I I I 0 CON FENCE kOOM ' MARINE SA US I SERVICE AREA 1 .'-7' X r1'-2'+,,U/� 0 2,651 SQUARE FEET TOTALS VESTIBULE 111-8' X T-0' 0 --- - - - - --- - -- - - - - - - - - --- - - - - - - - - - - - - - --- -- - - - - - - - -- - -- - - - - - - - ------------------------------------ - - - - - - - - - -- ---- - - - - - - - - - - - --- ---- I SEA I I li I I R ----------------- I I O I I i? '.. fr �. d I I I I I I I I reserved.'Me Archiht 2022.SttecctOMSerKI architecture,oreproduce rights All thi ---------� design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are 40'-0' �i-II an instrument of service and are the property of the Architect other project,except by written permission of the Architect i These drawings and specifications are not to be used on any PROJECT NO. 2I-AR049 SCALE As Noted DATF. I I/I0/2022 t FIR5T FLOOR Scale= 1/16' . 1'-0' le SECOND FLOOR 2 DRAWN BY TLD/RS CHECKED BY RS A-I Proposed - 6,932 SQ.FT. A-I Proposed - 2,720 w.FT. TITLE PARKING CALCULATION: Proposed -MARINE RETAIL SPACES 2,651 SQ.FT Building Plans SPACE REQUIRED FOR RETAIL AS PER WS BUILDING GORE: I PARKING SPACE PER 250 SQUARE FEET. 2S ORAGEI0.6 OR SPACE I(ISTPARKING ROM)t 4,2f0 SQ.FT APPROVED BY -STORAGE SPACE (2ND FLOOR), 2,720 50-FT SPACE REQUIRED FOR STORAGE AS PER NYS BUILDING CODE PLANNING BOARD ING SPACE PER ,000 ARE FEET. 7,0000/11,000-7.0 OR PIARKI G SPACES TOWN OF SOUTHOLD SHEET TOTAL PARKING SPACES REQUIRED: IB { DATE A - 1 ,..� R � Ana ON I O I 11LZ01 OS 'T S � R_0 architecture, p.c. 1-.- s 01 t P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 46770 COUNTY ROAD 48 , SOUTHOLD , NE W YORK 11971 Proposed Site Plan For: econic Water Sports RECEIVED LSEP 13 2023 'NICHIHA' FIBER-CEMEN'7 ARCHITECTURAL STANDING METAL SEAM ROOF 4' WHITE WINDOW AND STAINLESS STEEL CABLE RAIL TRANSLUCENT 'KALWALL' PANELS WITHIN Southold Town TRANSLUCENT 'KALWALL' PANELS WITHIN BEVELED SIDING COLOR: GRAY COLOR: COOL SHELL GRAY DOOR TRIPS ANODIZED ALUMINUM FRAMES Planning Board ANODIZED ALUMINUM FRAMES 4' WHITE WINDOW AND ! I ! - - -- DOOR TRIM 'NICHIHA' FIBER-CEMENT - — ---- 46770 CountyRoad 48 ARCHITECTURAL BEVELED - - - -.-- SIDING COLOR: GRAY -- — -- ( - --- ----- - ----- Southold, New York 1I S.C.T.M.#I000-55-5-9.I PECONIC MARINE -_ - — REVISIONS 3 KEVISEL)AS PER `" -_ --- -- ----- -- O PLANNING COMMENTS OPLANNING COMMENTS - - H PLANZ, Q COMMENTS Ll- - - --- U® ®� ® - O PLANI�IING COMKLVISEL)AS PER MENTS GLAZING OVERHEAD DOORS WITHIN TANDING METAL SEAM ROOF 'NICNIHA' FIBER-CEMENT ANODIZED ALUMINUM FRAMES COLOR: Cara- SHELL GRAY ARCHITECTURAL BEVELED SIDING NIGHINA FIBER-CEMENT ARCHITECTURAL WHITE SHUTTER GEMSTONE' STONE VENEER CLEAR GLAZING WITHIN ANODIZED ALUMINUM OVERHEAD GARAGE DOOR O COLOR, GRAY GEMSTONE' STONE VENEER COLOR: COOL OCEAN BLUE BEVELED SIDING COLOR= COOL OCEAN BLUE - NORTHERN SLATE PANEL ALUMINUM FRAMES COLOR,C RAY (APPLIED DECALS TO O - NORTHERN SLATE PANEL PROPOSED FRONT ELEVATION scale: I/B' - P-o' 2 PROPOSED RIGHT SIDE ELEVATION scale: IN = 11-0' 0 A-2 O O 0-- 0 O O O SEAL I) All PRE-ENGINEERED METAL METAL WITH 'NICHIHA' FIBER-CEMENT ARCHITECTURAL NICHIHA: FIBER-CEMENT SHADOW-WALL METAL VERTICAL PANELS BEVELED SIDING COLOR, COO. OCEAN BLUE C ^ ' COLOR: COOL OCEAN BLUE STANDING METAL SEAM ROOF ARCHITECTURAL BEVELED i.r I ... COLOR= COOL 5HELL GRAY SIDING COLOR: GRAY I i j I lit '4. _ 4• .7 I � I I i e4`•r _ `fi• ... . 4 !I I ii i I I I j - - - - - -- - - -- --- -- - Copyright 2022.=OMSKI architecture,p.c.AI right s -----__- --_----- --- reserved.The Architect reserves the right to reproduce this - design in its entirety or any portion thereof.Unauthorized - alteration of these documents is a violation of the New York --- ----- State Education Law.These drawings and apedfications are instnmmeat of service and are the pmperty of the Archiuct i These drawings and specifications are not to be used on any ------- -- other project except by written percussion of the Architect Q - -- PROJECT NO. 2I-AR049 SCALE As Noted DATE I I/I0/2022 -- _ DRAWN BY RS CHECKED BY RS TITLE ALUMINUM OVERHEAD GARAGE DOORS _- -- COLOR= GRAY TRANSLUCENT 'KALWALL' PANELS WITHIN ANODIZED ALUMINUM FRAMES Proposed PROPOSED REAR ELEVATION scaie= IN s P-0' 4 PROPOSED LEFT SIDE ELEVATION scale= I/B" I'-o" Building A-2 A-2 APPROVED BY Elevations PLANNING BOARD TOWN OF SOUTHOLD DATE 1,2 �n, �„ SHEET 6 A - 2 MAILING ADDRESS: PLANNING BOARD MEMBERS � .,„y P.O.Box 1179 DONALD J.WILCENSKI uk� � Southold, NY 11971 Chair ° OFFICE LOCATION: JAMES H.RICH III Town Hall Annex MARTIN SIDORs 54375 State Route 25 PIERCE RAFFERTY �8 (cor.Main Rd. &Youngs Ave.) AMELIA JEALOUS-DANK �� Southold, NY Telephone: 631 765-193 S www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 19th, 2023 Mr. Martin D. Finnegan, Esq. P.O. Box 1452 Mattituck, NY 11952 Re: Site Plan Approval for Peconic Water Sports 46770 Route 48, ±406' s/w/o Boisseau Avenue and CR 48, Southold SCTM#1000-55.-5-9.1 Zoning District: Business Dear Mr. Finnegan: The following resolution was adopted at a meeting of the Southold Town Planning Board on December 18, 2023: WHEREAS, this proposed site plan is for the construction of a 9,651 sq. ft. marine sales, service, and storage facility, including the demolition of an existing building, on a 37,123 sq. ft. parcel in the General Business "B" Zoning District, Southold; and WHEREAS, on October 5, 2022, information and materials were submitted for a Site Plan Application; and WHEREAS, Planning Department staff found that the application was incomplete as noted in the email dated October 28, 2022; and WHEREAS, the Southold Town Zoning Board of Appeals must review the proposed project for a special exception use pursuant to § 280-48 (B)(12) and for a variance for linear footage pursuant to § 280-50 (C); and WHEREAS, the Zoning Board of Appeals held a public hearing on November 3, 2022; and WHEREAS, the Zoning Board of Appeals closed the hearing subject to a SEQRA determination from the Planning Board; and Peconic Water Sports I December 19, 2023 WHEREAS, on December 1, 2022, Martin Finnegan, authorized agent, submitted corrected plans to the Planning Department for review, which did not include all of the necessary information; and WHEREAS, on December 16, 2022, Martin Finnegan, authorized agent, submitted corrected plans for review and additional materials; and WHEREAS, at their work session on December 19, 2022, the Planning Board accepted the application as complete for review; and WHEREAS, on January 9, 2023, at their public meeting, the Southold Town Planning Board set the Public Hearing for February 6, 2023; and WHEREAS, on January 9, 2023, at their public meeting, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, classified the proposed action as an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, on January 12, 2023, the Planning Board, pursuant to Southold Town Code §280-131 C, distributed the application to the required agencies for their comments; and WHEREAS, on January 17, 2023, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and WHEREAS, on January 19, 2023, the Southold Town Code Enforcement officer verified that there were no open violations on the subject parcel; and WHEREAS, on January 19, 2023, the Southold Town Engineer reviewed the proposed application and determined revisions were required for the site plan to meet the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on January 24, 2023, the Suffolk County Planning Commission reviewed the proposed project and determined it to be a matter for local determination as there appears to be no significant county-wide or inter-community impacts;-and WHEREAS, on January 26, 2023, the Southold Fire District determined that there was adequate fire protection for the site; and WHEREAS, on February 1, 2023, the Suffolk County Department of Public Works reviewed the proposed application and determined revisions were required; and WHEREAS, on February 3, 2023, Martin Finnegan, authorized agent, submitted building elevations and renderings; and 1 P a ge Peconic Water Sports I December 19, 2023 WHEREAS, on February 6, 2023, the Planning Board held and closed the public hearing for the proposed action; and WHEREAS, on March 2, 2023, the Suffolk County Water Authority reviewed the proposed project, made recommendations, and stated there were no objections; and WHEREAS, on March 9, 2023, the Southold Town Architectural Review Committee held a regular meeting to review the project; and WHEREAS, on March 24, 2023, the Architectural Review Committee (ARC) provided comments to be incorporated into the proposed site design, architecture, and layout; and WHEREAS, on March 29, 2023, the Southold Town Fire Marshall reviewed, made recommendations, and determined that there was adequate fire protection, emergency egress, and emergency access to the site; and WHEREAS, on April 25, 2023, Martin Finnegan, authorized agent, submitted revised plans and elevations for review; and WHEREAS, on May 15, 2023, Martin Finnegan, authorized agent, submitted digital photo simulations for review; and WHEREAS, on May 22, 2023, the Architectural Review Committee (ARC) held a special meeting to review the revised plans; and WHEREAS, on June 2, 2023, the Architectural Review Committee provided comments on the revised plans; and WHEREAS, at their work session on June 5, 2023, the Planning Board reviewed the proposed application, along with comments from referral agencies, and required revisions to the site plan to make it comply with various applicable sections of the Town Code; and WHEREAS, on June 5, 2023, the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration after a coordinated review; and WHEREAS, on June 30, 2023, Martin Finnegan, authorized agent, submitted information requested by the Planning Board for review, however it was found that clarifications to that information were needed; and WHEREAS, on July 11, 2023, Martin Finnegan, authorized agent, submitted corrected plans for review via email; and WHEREAS, on July 20, 2023, the Southold Town Engineer reviewed the proposed application and determined revisions were required in order for the site plan to meet the minimum requirements of Chapter 236 for Storm Water Management; and 3 { P a g Peconic Water Sports I December 19, 2023 WHEREAS, on July 21, 2023, the Suffolk County Department of Public Works reviewed the proposed application and determined revisions were required; and WHEREAS, on August 24, 2023, Martin Finnegan, authorized agent, submitted corrected plans for review; and WHEREAS, on August 25, 2023, the Southold Town Engineer reviewed the proposed application and determined the site plan met the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on September 7, 2023, the Southold Town Zoning Board of Appeals (ZBA) granted the variance for linear frontage and the relief for the proposed western driveway access as noted in the ZBA File #7701 with nine conditions; and WHEREAS, on September 7, 2023, the Southold Town Zoning Board of Appeals (ZBA) granted Special Exception #7700SE with twelve conditions; and WHEREAS, on September 21, 2023, the Southold Town Chief Building Inspector reviewed and certified the proposed use is permitted as a special exception by the Board of Appeals in the Business (B) Zoning District; and WHEREAS, on September 25, 2023, the Southold Town Planning Board determined that with exception of a wastewater permit from the Suffolk County Department of Health Services, all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold were met; and WHEREAS, on December 12, 2023, the Suffolk County Department of Health Services issued wastewater approval for construction, reference # C-23-0210 @ 360 gpd for "Dry Retail & Storage"; be it therefore RESOLVED, that the Southold Town Planning Board hereby finds the application consistent with the Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Approval with Conditions of the site plan entitled "Peconic Watersports" prepared by Thomas C. Wolpert, Licensed Professional Engineer, and Howard W. Young, Licensed Land Surveyor, dated August 9, 2022 and last revised October 3, 2023, and authorizes the Chairman to endorse the plans listed below: • 1 of 5 LANDSCAPE &ALIGNMENT PLAN • 2 of 5 GRADING, DRAINAGE, & UTILITY PLAN • 3 of 5 LIGHTING &CIRCULATION PLAN •, 4 of 5 COUNTY ROAD IMPROVEMENT PLAN • 5 of 5 EROSION & SEDIMENT CONTROL PLAN • A-1 PROPOSED BUILDING PLANS (Prepared by Robert Stromski, RA. Dated: 11/10/22, Last Revised: 9/12/23) 1Ise Peconic Water Sports I December 19, 2023 • A-2 PROPOSED BUILDING ELEVATIONS (Prepared by Robert Stromski, RA. Dated: 11/10/22, Last Revised: 9/12/23) Conditions of Approval: 1. Lighting: All exterior lighting on the property shall comply with the provisions of Chapter 172 of the Town Code, and the lighting plan as shown on Page 3 of the approved site plan. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. Note that the lighting depicted on the building elevations (Page A-2) are for illustration purposes only and do not constitute Planning Board approval of those light fixtures. Refer to Page 3: Lighting & Circulation Plan for the approved lighting. 2. Signs: Proposed signs must be submitted to the Planning Board for review and approval prior to receiving a permit. The Planning Board did not review or approve any signs during the site plan review as the applicant did not yet have their design completed. Note that the sign depicted on the building elevations (Page A-2) are for illustration purposes only and do not constitute Planning Board approval of that signage. 3. Trees & Landscaping: All trees and landscaping are required to be maintained by the property owner as shown on the approved site plan (Page 1: Landscape &Alignment Plan). Should a tree die or otherwise be destroyed, it must be replaced with the same species and size as shown on the approved site plan within 6 months. Any change in tree or landscaping species must be approved in writing by the Planning Board. 4. An amended site plan application review by the Planning Board is required for any change in business model from that which has been approved. The approved business model is for a marine sales, service, and storage facility for boats up to 25 feet in length. 5. Outdoor Storage: No boats or trailers may be displayed or stored anywhere outside on this site, except in the two designated areas (labeled as "Long-Term Display Area" and "Seasonal Winter Storage") shown on the approved site plan on Page 1: Landscape &Alignment Plan. 6. Driveways: a. Site access is only permitted from the western `entry' driveway. b. Site egress is only permitted from the eastern `exit' driveway. 7. All aspects of the project shall be constructed and maintained substantially in accordance with the approved site plan including the architectural drawings. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1 P a g e Peconic Water Sports I December 19, 2023 1. 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. 2. 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. 3. Any changes from the Approved Site Plan shall require Planning Board approval. 4. 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. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman Encl. cc: Martin Finnegan, Authorized Agent Michael Verity, Chief Building Inspector Michael Collins, Town Engineer 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: Joseph Flotteron Applicant Signature: Date: 12/22/2023 6 1 P a ge Pee ILING ADDRESS: PLANNING BOARD MEMBERS �� P.O. Box 1179 Southold, NY 11971 JAMES H.RICH III Chairman OFFICE LOCATION: MIAJ EALOUS-DANK Town Hall Annex , PIERCE RAFFE� ' 54375 State Route 25 MARTIN H.SIDOR (cor. Main Rd. &Youngs Ave.) DONALD J.NILCENSN110 w Southold NY,N Telephone: 631 7F5-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF S OUTH O LD June 24, 2025 Mr. Martin D. Finnegan, Esq. P.O. Box 1452 Mattituck, NY 11952 Re: Sign Permit Approval for the Approved Site Plan for Peconic Water Sports 46770 route 48, ±406' slwfo Boisseau Avenue and CR 48, Southold SCTM#1000-55.-5-9.1 Dear Mr. Finnegan: The Planning Board has reviewed the two proposed signs submitted via email on June 161 2025 from Reflective image Manufacturing Corp and attached. These are on file in the Planning Board's site Plan application file for the site plan referenced above. The Planning Board approves the signs as shown in the document referenced above and attached with the following condition: 1. Sign Lighting: Lights for the signs are not included in this approval. There are no lights shown on the plans. For any lights to be permitted to be installed for the signs, a lighting plan must be submitted to the Planning Board for review and approval prior to installation. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office. Respectfully, 40106-al lef,. James H. Rich, III Chairman cc: Michael Verity, Chief Building Inspector N n cl Peconic Man'ne Signs 6.16.25 's, Ar RIN'E CO' N PE One-sided Building Sign Dimensions:24"h x 20V Materials., Aluminum Frame and panels with Azak PVC trim,, ......................... P..E CONI N C MAREINE Total Sign Panel Dimensions:72uw x 48"h SALES*SERVICE Dimensions with Posts:64'w x 72'h RENTALS Materials: Kornacoll PVC Sign Board BOATCLUB Treated Posts encased with Azek PVC CHARTERS 44, II iwi;W* PE 1C MARIN., rAttAll 91M REFLECTIVEJ MAGG, Manufacturing Corp. 631-477-3368 ref le dive lmage4oplonline not From: Cerezo, Mara Sent: Tuesday,June 24, 2025 8:49 AM To: Westermann, Caitlin Subject: FW: Peconic Marine Building Sign Pd� 1'fi. 1/HT�(3G NL incoming mail. JUN 2 4 2025 U i. -I--D TOWN PL-*F iNl, ''OARO From: reflectiveimage@optonline.net<reflectiveimage@optonline.net> --_ Sent: Monday,June 16, 2025 5:32 PM ss- 5 '" `� • I To: Cerezo, Mara <marac@southoldtownny.gov> Subject: Peconic Marine Building Sign Hi Mara, I attached the signs with the dimensions and material inside it.If you need anything else let me know! Thank you, Samantha Von Eiff Reflective Image 74605 Main Road Greenport, NY 11944 631-477-3368 reflectiveimage optonline.net ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i I PECONIC MARINE One-sided Building Sign Dimensions:24"h x 20'w Materials: Aluminum Frame and panels with Azek PVC trim. PECONIC MARINE Total Sign Panel Dimensions:7211w x 48"h SALES•S E,RV I C E Dimensions with Posts:84'w x 72"h RENTALS Materials: Komacell PVC Sign Board BOAT C LU B Treated Posts encased with Azek PVC CHARTERS PECONIC MARINE CIURb i� - f - - REFLECTIVE IMAGE Manufacturing Corp. 631-477-3368 reflectiveimageGe.optonlin e.net From: Charlie Errigo <cerrigo@radonconstruction.com> Sent: Friday,June 6,2025 11:51 AM lei To: Cerezo,Mara LIMT 15j M Cc: Michaelis,Jessica Subject: Peconic Water Sports 19 R-YI-9 D JUN 0 6 2025 Hi Mara SOUTHIOLD TOVVN PLANNING BOARD I would Like to set up an appointment for an inspection at 5 %os eon- 0 wft% 57 Peconic Water Sports 46770 county rd. 48 Southold Permit#50643 any day after 6/13 will work for me Thank you Regards,, Charlie Errigo Radon Construction Corp. Office -631-585-0660 CeLL- 516-805-6535 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emaits. P B [-}1_ /"1 r 13 A16 Sent Monday,May 12,202From: Martin Finnegan 15 1 13 4 AMorthfork.law> I To: Michaelis,Jessica Subject: Re:Last night MAY 1 4 2025 0 1 OWN Hey Jess— Forgot to ask about Peconic Watersports. They have final CO inspections set up this week.We need to schedule the final site plan inspection as well. They expect the paving and landscaping to be done in the next week or so. Can we get a date later in the month? Regards, Martin MARTIN D.FE-VEGAN,ESQ. FINNEGAN LAW P.C. 13250 Main Road P.O. Box 1452 Mattituck,New York 11952 T 631.315.6070 C 516.298.5384 n]f1 1q,gfknr4 tm ,i!Wrlda www.northfork.law CONFIDENTIALITY NOTICE:The information contained in this e-mail and any attachments may be legally privileged and confidential.If you are not an intended recipient,you are hereby notified that any dissemination,distribution or copying of this e-mail is strictly prohibited.If you have received this e-mail in error,please notify the sender and permanently delete the e-mail and any attachments immediately.You should not retain,copy or use this e-mail or any attachment for any purpose,or disclose all or any part of the contents to any other person.Thank you. From: "Michaelis,Jessica" <jessica.michaelis@town.southold.ny.us> Date: Monday, May 12, 2025 at 11:11 AM To: Martin Finnegan <mfinnegan@northfork.law> Subject: RE: Last night Attached. I mailed it out Friday so you should have it today or tomorrow. Jessica Michaelis Senior Office Assistant Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 Phone: 631-765-1938 Email:Jc ,,tca ,e southoldtowri t0 From: Martin Finnegan <mfinnegan@northfork.law> Sent: Monday, May 12, 2025 11:04 AM 1 p- Ve wa !�, cclo �lv,& ot"'Ik- a vv -A-NA�e A e//a -e- RECEIV PlanNng Board OFFICE LOCATION: MAILING ADDRESS: tate Route 25 �Town Hall Amnex �R' P.O. Box 1179 54375 1,' Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) x Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov Pz PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 15, 2024 46770 Route 48 LLC c/o Mr. Joseph Flotteron P.O. Box 88 Greenport, NY 11944 Re: Review of Proposed Change to Garage Door Design for Approved Site Plan Peconic Water Sports 46770 Route 48, ±406' s/w/o Boisseau Avenue and CR 48, Southold SCTM#1000-55.-5-9.1 Dear Mr. Flotteron: I am writing as a follow-up to the work session held on August 5, 2024, where the Planning Board reviewed your request to modify the design of the garage doors for your new commercial building. We understand that you are proposing to replace the originally approved all-glass pane design with a new design featuring a single row of windows. The Planning Board has approved the requested design change. We appreciate your attention to maintaining the overall aesthetics of the project while making this adjustment. This letter does not condone any other changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. If you have any further questions or require additional information, please feel free to contact our office at 631-765-1938. Thank you for your cooperation and continued dedication to your project. J=,ectfully, AT .. ,Q, James H. Rich III Chairman FINNEGAN LAW, P.C. 13250 MAIN ROAD P.O. BOX 1452 MATTITUCK,NEW YOKK 11952 (631) 315-6070 MARTIN D. FINNEGAN, ESQ. MFINNEGAN@NORTHFORK.LAW By Hand Sv b-P December 15, 2023 Pg, R L/lvrj B(;j MC Donald Wilcenski, Chairman RECEIVED Southold Town Planning Board 5 2023 54375 Route 25 Post Office Box 1179 am a fidd.m n Southold, NY 11971-0959 Planning Board Re: Peconic Water Sports Premises: 46770 Route 48, Southold, NY SCTM #1000-055.00-05.00-009.001 Dear Chairman Wilcenski: With respect to the above-referenced application, enclosed please find five (5) prints of the Site Plan 8s Details (Sheets 1 8, 2 of 5) last dated October 3, 2023 bearing the SCDHS stamp of Approval to Construct dated December 12, 2023 and five (5) prints of the Site Plan & Details (Sheets 1-5 of 5) last dated October 3, 2023, for your review. Kindly advise if you require any further documentation to place this matter on your next available agenda for final approval. Thank you for your consideration. Very .1y..y airs, M, r 1 . Finnegan MDF/as Encl. cc: Joseph Flotteron Heather Lanza, Planning Director Mara Cerezo, Planner YOUNG ASSOCIATES 631-727-2303 400 Ostrander Avenue, Riverhead, New York 11901 adrnin@youngengineering.coin HOWARD W. YOUNG, Land Sunleyor THOMAS C. WOLPERT, Professional Engineer DOUGLAS E. ADAMS, Professional Engineer& Geologist DANIEL A. WEAVER, Land Surveyor December 12, 2023 IF131 HL—M*r, ,3G Attn: Mr. Joseph Flotteron - -- --m° W Peconic Waters ports -C 12 2023 P.O. Box 88 Green port, New York 11944 c-ur-bTdTown P Planning Board RE: PECONIC WATERSPORTS 46770 North Road (C.R. 27) at Southold, T/O Southold, NY (22-0135) SCTM No.: 1000-55-05-9.1 HD Ref. No.: C-23-0210 Dear Mr. Flotteron: Enclosed are two (2) prints of the Site Plan & Details (Sheets 1 & 2 of 5) last dated October 3, 2023 bearing the SCDHS stamp of Approval to Construct dated December 12, 2023, together with a copy of the SCDHS Permit including Conditions for Obtaining Final Approval of Constructed Project (WWM-016), for your use. Very truly yours, Thomas C. Wolpert TCW/cw Encl. cc. Mr. Martin Finnegan, Esq. + encl. + 1 print PIg annin Engineering Land Surveying COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT, MD, MPH Commissioner PERMIT CONDITIONS Project Name: Peconic Watersports Health Services Reference#: C-23-021 0 SCTM#: 1000055000500009001 Revision#: 1 The attached plan,when duly signed by a representative of the department, in conjunction with these conditions, constitutes a permit to construct a water supply, sewage disposal, and/or collection system for the property as depicted. The applicant should take note of any conditions of approval, which may be indicated on the plan or enclosed herein. Construction must conform with approved plans as well as all applicable standards including Standards for Approval of Plans and Construction for Sewage Disposal Systems for Other than Single Family Residences. Omissions, inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable standards. Issuance of this permit shall in no way relieve the design professional of responsibility for the adequacy of the complete design. The permit(plan) expires three(3)years after the approval date. Any modification to the approved design requires the submission of a revised plan and additional fees (if applicable)for approval prior to construction. No inspections will be performed by the department if a copy of the approved site plan/survey is not on site during construction or if the permit has expired. Permits may be renewed, transferred, or revised in accordance with the procedures described in Instructions to Renew, Extend, or Transfer an Existing Permit for Other than Single Family Residences (Form WWM-081). It is the applicant's responsibility to schedule an inspection of the sewage disposal and/or water supply facilities prior to backfilling. This includes inspections of the sewage collection and disposal systems,water supply system components and piping, and final grading as shown on the approved plans. This can be done by calling the department at(631) 852- 5754, or through the ACA Portal at https:Haca-prod.accQla.C_Qm/SUFFOLKCO. In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. Excavation inspections must be confirmed by calling (631)852-5700 between 8:30a.m. and 9:30 a.m.,the morning of the inspection.Article VII of the Code, "Septic Industry Businesses," requires that a//installers of septic systems within shall possess a valid license from the Office of Consumer Affairs. This office will not perform inspections for or grant final approval for construction of projects that are installed by an unlicensed individual. It is, therefore, in your best interest to utilize a cesspool contractor with a valid license to avoid substantial delays in your project. Final approval issued by the Department is necessary prior to the occupancy of new buildings, additions to existing buildings,or for the use of sewage disposal or water supply systems. WWM-016 Page 1 of 2 Project Name: Peconic Watersports Health Services Reference#: C-23-021 0 SCTM#: 1000055000500009001 Revision#: 1 CONDITIONS FOR OBTAINING FINAL APPROVAL OF CONSTRUCTED PROJECT As a condition of this permit to construct,the following items must be completed as a minimum, prior to building occupancy and use of the sewage disposal system or water supply facilities. For further information concerning this, refer to Instructions For Obtaining Final Health Department Approval Of Constructed Projects For Other Than Single Family Residences(Form WWM-019). (1) Satisfactory inspection by Office of Wastewater Management of the sewage disposal system (Call 852- 5754 to schedule an inspection.) (2) Satisfactory inspection by Office of Wastewater Management of water supply (Call 852-5754 to schedule an inspection.) (3) Four(4) prints of an As-Built plan (4) Certifications from the licensed sewage disposal system installer (5) Certification of Sewage Disposal System Abandonment (form WWM-080) (6) Design Professionals Certification of Constructed Works (form WWM-073) for the I/A OWTS (7) I/A OWTS Registration (form WWM-304) (8) I/A OWTS Operation & Maintenance Contact WWM-016 Page 2 of 2 .y Southold Towo ElgLnning Board Work Session — Pro'ect Name A odiacos Stan dard Subdivision ww SCTM# 1000 35 5 3 Location: 4260 Main Road Greenportwwm�o Description: This proposal is for a Standard Subdivision of a 3.26-acre parcel into three lots, where Lot 1 is .93 acres and contains an existing house, Lot 2 is .95 acres and Lot 3 is 1.38 acres. Status Pending Attachments: Staff for Completeness ""Report . . port "Project Name: Orient Point Conservation SCTM# 1000 14 2 29 2 29.3, 29.4, Subdivision Pa as 1000 19 2 2 3 12.2 Location: 32357 Old Main Street, Orient Description: This proposalis for a-el /75 5e d Con lots ran in i . - ,_... . _ com rised of six arc clustered Conservation Subdivision of36.14 acres, currently;, n size from 1.6 to 1.9 acres, and one agricultural parcel with a 0.9-acre development area and with 25.68 acres of farmland from which development rights are proposed to be sold to the Town of „0 zoning districts. . ..... . ..... .... .... _ !_Southold, in the R-80 and R-4 _ -w. a Sketch ?.goval Status: Conditional......_ Action ___m...... .ry . m._ a Review Revised Final Plat� Staff Re_2rt ...... .. .......Attachments: I M....._._, .... _ .. _ .. ........ _.__.m.. .. ._.--- ......... . � .� .. Pro'ect Name Forbes& Cohen WResubdivision SCTM#:_ 1000- 27-3 6 2 &_'5 w Location: 1075 & 1455 Narrow River Road„ Orient .... ...._ ... ... .,.... .... ..._ ...M.m........www.. __._..... .. _ . ...... Description: This resubdivision proposes to transfer 4,240 sq,ft. from SCTM#1000-27-3-6.2 (Lot 1) to SCTM#1000-27-3-6.2 (Lot 2) in the R-80 zoning district. Following the transfer Lot 1 will be decreased from 634,565 sq. ft. to 630,325 sq. ft. Lot 2 will be increased from _.. _.. 11,717 sq ft. to 15„957 sq. ft. Status NAction'":"" _ . _ Review for Completeness Attachments. j Staff Report L Location"et Name _._.... .. . w...� 46770 C Waters orts �� . .. ..... ..I. SCTM#: 1 _ Peconic � a559 100 ountYRoad 48, Southold Descri tion ._m p _ This site plan is for the proposed creation of a 7,535 sq. ft. marine sales, service, and storage facility, including the demolition of an existing building, on a 37,123 sq. ft. ,parcel in the GeneraC Business"B°Zoning District. p Status: Pending.. , ._ Sta Action V Review for Determination Attachments Staff Report Pro ect Na Stone Wire Col La a� �' - ��. . SCTM#. 1000 122 6 35 4 me: Dish W' t ure.., m . ._.�. .._.......... , S ,Main Road,Description: This Ame Laurel Amended Wireless Communications application is fora r Wireless colocation at 85 a. I. on an approved existing 110' tall monopole and the addition I g. PP g p ion of associated ground equipment within a 35 sq. ft. lease area. There is one carrier already located on this tower with three empty sections for future colocation (all concealed within the pole), There are also±5,078 sq. ft. of existing buildings including a stone supply yard and associated accessory structures, all on 1.6 acres in the General Business Zoning District. Atus: � pgroved m.. ..�._.. .,.. .... . ._._..... �_.# St,tion: Review Final Site Inspection Attachments: _ Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Update Date: September 25, 2023 Prepared By: Mara Cerezo I. Application Information Project Title: Peconic Water Sports Applicant: 46770 Route 48 LLC Date of Submission: October 5, 2022 Tax Map Number: 55.-5- 9.1 Project Location: 46770 Route 48 Hamlet: Southold Zoning District: B II. Description of Project Type of Site Plan: Retail Business Acreage of Project Site: ±0.85 Acres (37,123 sf) Building size: Original application: 10, 333 sq. ft. Revised plan: 9,652 sf This site plan is for the proposed construction of a 9,652 sq. ft. marine sales, service, and storage facility, including the demolition of an existing building, on a 37,123 sq. ft. parcel in the General Business "B" Zoning District, Southold. III: Context 1. General Business B District Overview & Special Exception Use: §280-47 Purpose: The purpose of the General Business (B) District is to provide for retail and wholesale commercial development and limited office and industrial development outside of the hamlet central business areas, generally along major highways. It is designed to accommodate uses that benefit from large numbers of motorists, that need fairly large parcels of land and that may involve characteristics such as heavy trucking and noise. 280-48 (B): Uses permitted by special exception by the Zoning Board of Appeals. (12): Public garages, gasoline service stations, new and used motor vehicle lots, vehicle sales and rental, including the sale of recreation vehicles and trailers and boat sales, with accessory repair facilities, all subject to the following requirements: (a) Entrance and exit driveways shall have an unrestricted width of not less than 12 feet and not more than 30 feet and shall be located not less than 10 feet from 1 any property line and shall be so laid out as to avoid the necessity of any vehicle backing out across any public right-of-way. (b) Sale of used vehicles or boats shall be conducted only as accessory to the sale of new vehicles or boats. (c) Vehicle lifts or pits, dismantled automobiles, boats and vehicles and all parts or supplies shall be located within a building. (d) All service or repair of motor vehicles, other than such minor servicing as change of tires or sale of gasoline or oil, shall be conducted in a building. (e) The storage of gasoline or flammable oils in bulk shall be located fully underground and not less than 35 feet from any property line other than the street line. (f) No gasoline or fuel pumps or tanks shall be located less than 15 feet from any street or property line. (g) No gasoline service or repair shops or similar businesses are to be located within 300 feet of a church, public school, library, hospital, orphanage or rest home. 2. Zoning Board of Appeals (ZBA): • On September 7, 2023, the ZBA granted a Special Exception pursuant to § 280- 48 (B)(12), and granted a variance for the linear footage pursuant to § 280-50 (C), including de minimus relief for the proposed western driveway access less than 10 feet from the neighboring property pursuant to § 280-48(B)(12)(a). 3. State Environmental Quali Review Act (SEQRA): • The proposed action is Unlisted under SEQRA. A SEQRA Determination of a Negative Declaration was issued on June 5, 2023. 4. Staff mate: 1. Referred the plans (revised: 7/7/23) to SCDPW and Town Engineer for review. Staff: Both the Town Engineer and SCDPW replied with comments and requested corrections to the plan. The applicant received the comments and submitted corrected plans. The items were all addressed in the corrected plans (last revised: 8/16/23). The Town Engineer confirmed that the corrected plans meet the requirements of Chapter 236. 2. Referred corrected plans (last revised: 8/16/23) to Building Department. Staff: Building Department issued a Use Certification on 9/21/23. 2 3. Application is still active with the Suffolk County Department of Health Services. Staff: Applicant must obtain approval from the Suffolk County Department of Health Services (SCDHS) and provide one (1) print of the approved plan including the seal, stamp and signature of the SCDHS to this office. Reached out to applicant's agent for an update on status. IV: Planning Board Considerations Once SCDHS approval has been obtained and all site plan requirements listed in §280- 133 of the Town Code have been met, then it is recommended that the above referenced site plan application be scheduled for determination at a subsequent Planning Board public meeting. 3 Town Hall Annex , Telephone(631)765-1802 54375 Main Road P.O.Box 1179 r Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLDRECEI Pgr H L QCM C MEMORANDUM _.. _ -_....w.w. TO: Donald Wilcenski, Planning Board Chairman E P 2 1 2023 itF6[ ro'w''n.... FROM: Michael J. Verity, Chief Building Inspector Planning Board DATE: September 21, 2023 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: Pecollic Water Sports Location: 46770 County RoutLe 48 Southold SCTM# 1000—Section 55 -Block 05 —Lots 9.1 Date: August 09, 2022 Revised Date: Aqgqg 16 2023 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 *Boat Sales IS PERMITTED AS A SPECIAL EXCEPTION BY THE BOARD OF APPEALS IN THIS B DISTRICT AND IS SO CERTIFIED. *See ZBA File#7700SE and ZBA File#7701. Michael J. Verit: Chief Building Inspector Submission Without a Cover Letter SVb,O F$�4L, Mr gC MC Name: �'IQ,� r) �,n RECEIVED Project Title: RCOWC, � �_�.......�,.. .�� Planning Board SCTM#: 1000 - 56. 'I Date: 9 1'1317,-3 Details of Submission: x Cf F'O# ' 5M BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road•P.O. Box 1179 Patricia Acampora ` Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert, Jr. Town Annex/First Floor Nicholas Planamento 54375 Main Road(at Youngs Avenue) Southold,5 1 m T C http://southoldtownny.gov ~~ ZONING BOARD OF APPEALS RECEIVED-- TOWN OF SOUTHOLD p Tel. (631) 765-1809 ., w µ out_W'E 1"o' n Planning Board FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 7, 2023 ZBA FILE: #7701 NAME OF APPLICANT: 46770 Route 48 LLC (Peconic Water Sports) PROPERTY LOCATION: 46770 Route 48, Southold NY 11971 SCTM: 1000-55-5-9.1 51,,t_�, l law"11ERM[NATION: On December 19, 2022,the Town of Southold Planning Board, pursuant to 6 NYCRR Part 617 of the State Environmental Quality Review Act (SEQRA), and subsequent to the completion of a coordinated review, declared itself as Lead Agency for the Unlisted Action of a proposed construction of a 2-story 9,652 gross square feet marine sales, service,and storage facility(after demolition of an existing structure) on a 37,123 square feet parcel fronting County Route 48 in the General Business "B" Zoning District, Southold. Based upon a SEQRA review conducted by the Southold Town Planning Department and their Notice of Determination of Non-Significance, on June 5, 2023 the Planning Board determined that the proposed Action will not have a significant effect on the environment and issued a Negative Declaration with the following considerations: * 12/2022 Site Plan 5/2023 Revised Site Plans and Truck Template * 5/2023 Photo simulation of build-out * 5/2023 Southold Town Architectural Review Committee minutes a l O1a 0 jL 1""`t 1 kI 1S:1M m_v l` 'l 'f)_ : 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 July 19, 2022, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. L,,WRP t 11 I—_ MlNATI()N: 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 October 4,2022.Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. Page 2, September 7, 2023 #7701, 46770 Route 48, LLC, Peconic Water Sports SCTM No. 1000-35-5-9.1 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. The proposed use is not discordant with the current business uses within the area. The redevelopment of the site with parking in the rear (except handicapped) supports the Suffolk County Route 48 NYS Scenic Byway designation. The future display of merchandise(sales)and storage of vessels in the front yard should be addressed in any decision consistent with this type of special exception use. Any designated areas should be clearly marked on the site plan. PRQFP RIw 1 A.C'T"S/DE,CILImPLIJO' : The subject, 37,123 square feet, .852 acre rectangular-shaped conforming parcel, located in the General Business "B" Zoning District measures160.17 feet along North Road(also known as Middle Road, also known as County Route 48),then runs south along a commercially developed lot to the east and continues along a second,residentially developed lot also to the east and then runs west 150.00 feet a residentially developed lot to the south, and returns north 220.09 feet along a commercially developed lot to the west back to the roadway. The site is developed with a 2-story frame building with entry step and stoop, a wood rarnp, wood steps and landing allowing access to the second floor, stockade and chain-link fencing, an above ground propene tank, an underground propane tank, and gravel driveway as shown on the survey prepared by Nathan Taft Corwin, III, Licensed Land Surveyor and dated November 17, 2021. BASF P, ?,IPLI�,' "l'' Request for a Variance from Article XI, Section 280-50C and Building Inspector's June 8,2022, revised June 10, 2022 Notice of Disapproval based on an application to demolish an existing building and constrict a new marine sales, service and storage facility (Peconic Watersports), at; 1) measuring more than the maximum permitted 60 linear feet of frontage on one street; located at: 46770 County Road 48, Southold,NY. SCTM No. 1000-55-5-9.L ]& LFBI (,,E,p�I- LT"LI : The applicant requests a variance to demolish an existing barn, converted to commercial use,and construct a new commercial building for the purpose of retail sales,service and storage of boats(not to exceed 25 feet in length),where the proposed structure will have a front fagade width of 95 linear feet along North Road where the Code allows a maximum of 60 linear feet of fagade width fronting on any single roadway. A,� N'D PPI., C "f"f , : As part of the Town of Southold Planning Board site plan review, the applicant, amended their design to better accommodate concerns brought forward by the Planning Board and Staff thereby reducing the requested front facade width of 95 linear feet along North Road where the Code allows a maximum of 60 linear feet of fagade width fronting on any single roadway, to 78.1 linear feet as illustrated on the signed and sealed drawings labeled Landscape & Alignment Plan; Grading, Drainage& Utility Plan; Lighting&Circulation Plan;and,County Road Improvement Plan, labeled sheets 1-4, prepared by Howard W. Young, Licensed Land Surveyor and dated August 9, 2022, last revised July 14, 2023. 1'fJ '11` SffU1F1(1I I 11_Ai1NI"Nr ItARF . This application was referred to the Town of Southold Planning Board. In the Board's response dated July 25, 2023, the Planning Board offered commentary as follows: Page 3, September 7, 2023 #7701, 46770 Route 48, LLC, Peconic Water Sports SCTM No. 1000-35-5-9.1 1� Special Exception: As noted,special exception approval is required pursuant to§280-48(b)(12). After review and revision,the proposed special exception use at this location is consistent with many aspects of the Town's Comprehensive Plan. Chapter 5 of the Comprehensive Plan focuses on Community Character. In 1992,the New York State Legislature recognized and identified Country Route 48 as a Scenic Byway through the New York Scenic Byways Program. This transportation corridor is representative of the region's scenic, recreational, cultural, natural, historic, and archaeological significance. The area's character is commercial, with large older developed parcels that lack modern smart design principles. The uses are diverse, with automotive repair, restaurants, deli, real estate, retail, and a furniture shop, among others. Two strip mall designs are near the parcel. The site plan design of the subject parcel incorporates vegetation and architectural features to soften the facade of the large, proposed building. Most parking is located at the rear of the building (excluding ADA-required spaces). Transition buffer areas abut all residential districts establishing a vegetative screen. Control of vehicle display areas and promotion signage is recommended for the site to be in harmony with the scenic byway. Chapter 7 of the Comprehensive Plan focuses on Economic Development appropriate for Southold Town. The proposed project as a marine sales and service business is consistent with two of the five goals established in Chapter 7 including: facilitating the growth of existing business sectors such as retail/service-based and maritime-related industry and encouraging the support of existing maritime uses. In addition, goal 2 calls for projects such as the proposed to be encouraged to be developed in such a way that does not compromise the unique character of the town. Through the site plan review, the applicant has modified their original building and site plan design to respond to comments from the Architectural Review Committee and Planning Board. In addition, the applicant has improved screening and transition buffers to ensure the streetscape and neighboring residential areas are not negatively impacted by the proposed project. The Planning Board supports the special exception,however,thare are two key areas that require further consideration: (a) The western driveway access lies less than the required 10' distance from the neighboring property line pursuant to §280-48(b)(12). The access is designed to comply with Suffolk County Department of Public Works' comments requiring a 33' radius from the access lane on Country Route 48. The intent of this special exception requirement was to create a safe distance between access points to neighboring business properties and ensure adequate space for entering/existing a property without impeding traffic. (b) There are a variety of uses allowed in the B-Zone that would necessitate more parking than is currently required for the proposed site plan. Additional parking cannot be accommodated on this parcel due to the size of the proposed building. The Planning Board is considering including conditions to require an amended site plan review for any changes to the proposed business model. 2. Area Variance: A variance for the linear footage is required pursuant to §280-50 (c). The proposed structure with 78.1 feet(reduced from initial application of 95 feet)of linear footage on County Route 48 is over the code allowance of 60 linear feet. The applicant has worked closely with the Planning Board,Planning Staff and Architectural Review Committee to minimize visual impacts imposed by the proposed project. Given the nature of the business as proposed by the applicant, and the design Page 4, September 7,2023 #7701, 46770 Route 48, LLC, Peconic Water Sports SCTM No. 1000-35-5-9.1 modifications proposed in the revised plans, the Planning Board supports a variance to allow for the 78.1 linear footage. 3. SEQRA Negative Declaration(attached): The Planning Board as Lead Agency under SEQRA issued a negative declaration on June 5, 2023. 4. Based on the site plan review and SEQRA assessment,the Planning Board is considering the following conditions for the application: a. Require an amended site plan for any change from the proposed business model. The site plan is for a marine sales, service, and storage facility for boats up to 25' in length. b. No boats or trailers may be displayed or stored in the front yard or rear yard unless located in designated areas as shown on the site plan approved by the Planning Board. c. No boats or trailers may be displayed or stored in either side yard,or within the transition buffer area. d. Any signage must be reviewed and approved by the Planning Board prior to permitting or installation. e. Lighting that varies from the plan must be reviewed and approved by the Planning Board. All exterior light fixtures not included on the approved photometric plan shall be removed from the property and the proposed photometric plan mut be implemented. !Q Wr +C 1 SC:11 i 11(.(, 1 1 -1f C;141 F 1`C1RA1 E IE " ` }(i l l C"1 As part of the Town of Southold Planning Board site plan review,this application was forwarded for consideration to the Town of Southold Architectural Review Committee,who presented the Zoning Board of Appeals with a copy of their minutes of the March 9, 2023 public meeting, with the following recommendation to the Planning Board, disapproving the application: • The site is located prominently on CR 48 in a context of small, clustered, low-rise retail spaces. • The proposed building includes sales, service & storage space totaling 10,360 square feet. The ARC views this project as retail space that is well above the maximum 8,000 square feet allow under `Retail Building Standards for B Districts" §280-48(a)(2)(a). • The proposed building massing is too large for this location and not compatible with nearby development. Exterior elevations need more articulation for better pedestrian scale. Warehouse- type 30 feet high structures for boat sales, service and storage should be located near other similar structures, near water, and/or screened from major view shed. • The proposed exterior materials and finishes include: o Roof-standing seam metal,color `Cool Shell Gray' o Siding—two types(fiber cement board in stack bond, `Gray' and vertical corrugated metal panels, `Cool Ocean Blue') o Openings 8 feet by 8 feet Cal-Wal translucent panels o Doors& Windows, anodized aluminum frames, natural finish • The Architectural Review Committee notes that pre-finished standard corrugated metal siding is not an allowable building mater in B Districts. Also, this may apply to the large cement board siding. • The buffer area on CR48 should include more landscaping to prevent the area from being used as overflow parking or boat storage. • Exterior signage and lighting plan with exterior light fixture specifications should be included in the final Architectural Review Committee submission. Page 5, September 7, 2023 #7701, 46770 Route 48, LLC, Peconic Water Sports SCTM No. 1000-35-5-9.1 Subsequently, as a part of the ongoing Planning Board site plan review process,the Architectural Review Committee, during their May 22, 2023 hearing approved the revised project plans with the following comments: • Overall footprint& bulk have been reduced, and are more acceptable. o Building front setback is increased by 4.7 feet o Peak roof height is lowered by 6 feet o Eave height is lowered by 6 feet 10 inches o Total GSF is reduced by 681 square feet(from 10,333 square feet to 9,652 square feet) • Horizontal lap siding is preferable to metal siding, and is recommended for the front and both east and west sides of the structure as drawn(accompanying note should be revised). • A general simplifying of architectural detailing is recommended including: o Replacing all stone veneer with stucco o Deletion of decorative shutters o Removal of west garage door decals o Simplified square column capital and plinth on stucco pedestal. • Landscaping is improved,except ARC recommends deletion of infrequently used concrete over- runs,to increase permeable surface. • Lighting and signage are acceptable. AIµ11 111 NAL INI Q ALllON. In addition to seeking a variance for excessive facade presence on a single roadway, the applicant is also required to receive site plan approval from the Town of Southold Planning Board and is also required to obtain a Special Exception use permit from the Town of Southold Zoning Board of Appeals, permitting the retail sales, service and storage of boats as part of a marine sales operation. The Zoning Board of Appeals concurrently opened this application at the same time as file#7700SE relative to the Special Exception permit request. The applicant provided a site plan and building elevations prepared by Robert Stromski, Registered Architect, labeled SP-1 and A-1 dated May 9, 2022. On November 3, 2022, the Zoning Board of Appeals received a revised Landscape, Lighting&Alignment Plan and Grading&Drainage&Utility Plan from the applicant, labeled sheet 1 of 2 and sheet 2 of 2, prepared by Young & Young surveyors, dated August 9, 2022. Additionally, the applicant provided signed and sealed drawings labeled Landscape & Alignment Plan; Grading,Drainage&Utility Plan; Lighting& Circulation Plan;and,County Road Improvement Plan, labeled sheets 1-4, prepared by Howard W. Young, Licensed Land Surveyor and dated August 9, 2022, revised July 14, 2023. In 2017, a prior owner,JemCap LLC,applied for and withdrew their application for Board relief under files #7079se and #7080 relative to a proposed gas station. A historic home, was relocated to the southwest corner of Horton's Lane, from this site, as part of the proposed redevelopment. According to plans submitted the applicant proposes to construct a commercial building with a footprint of 7,405 square feet on the primary floor and 1,939 square feet of space on the secondary floor with a maximum building height of 33 feet 11.5 inches and a total lot coverage of 20.2%, including a total of 19 parking stalls, amended to 18 parking stalls. As part of the application, the applicant provided copy of the deed between JemCap SD I LLC and 46770 Route 48 LLC recorded February 28, 2022, Town of Southold Assessor's Property Card for the subject Page 6, September 7, 2023 #7701, 46770 Route 48, LLC, Peconic Water Sports SCTM No. 1000-35-5-9.1 property, copy of a DataTrace Certificate of Occupancy search, dated October 21, 2021, illustrating the various C of O's on the property and including an open building permit for electric service upgrades, copy of a filing receipt with the New York State Department of State relative to the creation of 46770 Route 48 LLC dated October 15,2021, and copy of an Operating Agreement for 46770 Route 48 LLC dated October 26, 2021. The applicant provided a Memorandum of Law, dated November 3, 2022 to Board members during the public hearing and attached two examples of prior relief granted in the immediate area, including ZBA file #4876 Schlaefer(1670 Furniture House)and file#5503 Vaccariello(Southold Floor Covering). In a letter dated July 6,2023, the applicant's agent reaffirmed the amended relief for the front fagade width as 78.1 linear feet where a maximum of 60 linear feet on any single roadway is permitted. The applicant provided signed and sealed drawings labeled Landscape & Alignment Plan; Grading, Drainage & Utility Plan; Lighting & Circulation Plan; and, County Road Improvement Plan, labeled sheets 1-4, prepared by Howard W.Young, Licensed Land Surveyor and dated August 9,2022, last updated July 3,2023,reflecting Planning Board comments. These documents include the most recent site plan, illustrating a proposed western driveway access, less than 10 feet from the neighboring property line, pursuant to §280-48(b)(12). The access is configured that way to comply with Suffolk County's requirement for a 33 feet radius from the access lane on CR48. In presenting this revision,the applicant requests de minimus variance relief from the Zoning Board to allow the western access driveway to remain in its proposed location. The intent of this provision was arguably to create a safe distance between access points to neighboring business properties, the closest being a strip mall over 200 feet away. When granting the requested relief in file #7701,the Zoning Board of Appeals will allow the de minimus request. No member of the public or an immediate neighbor spoke in favor of or against this application. The public hearing was closed on November 3, 2022, subject to SEQRA determination by the Town of Southold Planning Board. FINDINGS OF l AC If'/-R 1a !2N Q ;l t p ACTION: The Zoning Board of Appeals held a public hearing on this application on November 3,2022 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: I. 'rown Law 267-b b l . Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject parcel lies along a commercial corridor where there are several existing buildings with frontage along the North Road that exceeds 60 feet. The retail center to the west has over 200 feet of frontage and many of the buildings on the north side of the road are likewise wider than 60 feet and several are 100 feet or wider. While some of these may be pre-existing, non-conforming structures, others have benefited from variance relief as recognized in the applicant's submission of prior relief granted in the immediate vicinity. The granting of similar variance relief will allow the construction of a building that will be entirely in character with surrounding uses with no detriment to nearby properties. The proposed construction is compliant with all dimensional regulations and parking and landscape coverage requirements as imposed by the Town of Southold Planning Board site plan review process. Page 7, September 7,2023 #7701, 46770 Route 48, LLC, Peconic Water Sports SCTM No. 1000-35-5-9.1 2. Town Law "267-b b `2 . The benefit sought by the applicant cannot be achieved by some method feasible for the applicant to pursue, other than an area variance. The applicant is constructing a marine sales, service and storage facility. The proposed business operation requires the maneuvering of large watercraft within the facility. The construction of separate buildings that are 60 feet or less in width along a single road front is not conducive to the proposed business operation and is not economically or practically feasible from an operation or staffing standpoint. 3. Town Law 267-b 3 b 3 . The variance granted herein is mathematically substantial, representing 30.1% relief from the code. However, the `broken' design of the fagade creates the appearance of separate structures which would be allowed as a right, if they were in fact, not connected, if not for being a single structure. A review of earlier interpretation of the 60 feet limitation suggests that it is intended to discourage strip centers where multiple businesses operate under a single roof. While such uses surround the subject property, the proposed facility is designed for use by a single business operation and as such, satisfies the spirit and intent of the Code. 4. Town Law 267-b 3 b 4 . No evidence has been submitted to suggest that a variance in this commercial district will have an adverse impact on the physical or environmental conditions in the community.The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 267-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§267- !. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of the demolition of an existing barn, converted to commercial use and construct a new commercial building for the purpose of retail sales, service and storage of boats, where the proposed structure will have a front facade width of 78.1 linear feet along North Road where the Code allows a maximum of 60 linear feet of fagade width fronting on any single roadway while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Rp'a( l I":JON U. t) C" ( OARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Planamento, seconded by Member Weisman (Chairperson), and duly carried, to DENY the variance as applied for and GRANT THE RELIEF AS AMENDED, including de minimus relief for the proposed western driveway access less than 10 feet from the neighboring property, pursuant to §280-48(b)(12) and shown on the signed and sealed drawings labeled Landscape & Alignment Plan; Grading, Drainage & Utility Plan; Lighting & Circulation Plan; and, County Road Improvement Plan, labeled sheets 1-4, prepared by Howard W. Young, Licensed Land Surveyor and last revised July 14, 2023. S(JB EC'T'1'O THE FOLLOWING CONDITIONS: 1. The applicant is to receive approval for the special exception use, under file#7704SE. 2. The applicant is to receive site plan approval from the Town of Southold Planning Board. 3. Site access is ONLY permitted from the western `entry' driveway. 4. Site egress is ONLY permitted from the eastern `exit' driveway. Page 8, September 7, 2023 #7701,46770 Route 48, LLC, Peconic Water Sports SCTM No. 1000-35-5-9.1 5. The property will require an amended site plan review for any change from the proposed business model. The site plan is for a marine sales, service, and storage facility for boats up to 25' in length. 6. No boats or trailers may be displayed or stored in the front yard or rear yard unless located in designated areas as shown on the site plan approved by the Planning Board. 7. No boats or trailers may be displayed or stored in either side yard, or within the transition buffer area. 8. Any signage must be reviewed and approved by the Planning Board prior to permitting or installation. 9. Lighting that varies from the plan must be reviewed and approved by the Planning Board. All exterior light fixtures not included on the approved photometric plan shall be removed from the property and the proposed photometric plan mut be implemented. Only `dark skies' compliant lighting is to be used. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. 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. IMPORTANT LIMITS ON THE APPROVAL(S) GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the reliefgranted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformides under the zoning code. This action 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. TIME LIMITS ON THIS APPROVAL, Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S II.ESPONSIBILI°I Y TO ENSURE COMPLIANCE Page 9, September 7, 2023 #7701, 46770 Route 48, LLC, Peconic Water Sports SCTM.No. 1000-35-5-9.1 WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson),Acarnpora and Planamento(3-0)(Members Lehnert and Dantes Recused) �,i Kanes Weisman Cliairperson Approved for filing /2023 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 Patricia Acampora � Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert,Jr. Town Annex/First Floor Nicholas Planamento 54375 Main Road(at Youngs Avenue) Southold,NY 11971 �w http://southoldtownny.gov �� L � ZONING BOARD OF APPEALS ��,—d'sac- AVO f TOWN OF SOUTHOLD RECEIVED Tel. (631) 765-1809 ..._._.,� -� ' .......P tit �W "tr�vru_...-_. FINDINGS DELIBERATIONS AND DETERMINATION Planning Board MEETING OF SEPTEMBER 7,2023 ZBA FILE No.: 7700SE NAME OF APPLICANT: 46770 Route 48 LLC (Peconic Water Sports) PROPERTY LOCATION: 46770 Route 48, Southold NY 11971 SCTM No.: 1000-55-5-9.1 aCm1,, ,I' wll��[[NA1`IOII,: The Southold Town Planning Board, as Lead Agency, at the conclusion of their coordinated,has classified the proposed Action for Special Exception Approval and Site Plan Approval, as an Unlisted action pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act)of the Environmental Conservation Law,and on June 5,2023 determined that the Action having a Negative Declaration will not have a significant adverse impact on the environment. 11CJ,ta):e11' F 01 : 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 July 19,2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. ,, I l"�l '1E-J MINATION: 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'October 4,2022. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available,it is recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. 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. The proposed use is not discordant with the current business uses within the area. The redevelopment of the site with parking in the rear(except handicapped)supports the Suffolk County Route 48 NYS Scenic Byway designation. The future display of merchandise(sales) and storage of vessels in the front yard should be addressed in any decision consistent with this type of special exception use. Any designated areas should be clearly marked on the site plan. Page 2,September 7,2023 #7700SE,4770 Route 48,LLC,Peconic Watersports SCTM No. 1000-55-5-9.1 PRC)1E R"I Y l"At T` ll 5 ; .al 1 tC)F�1.,; The subject, 37,123 square feet, .852 acre rectangular-shaped conforming parcel, located in the General Business "B" Zoning District measures 160.17 feet along North Road(also known as Middle Road, also known as County Route 48),then runs south along a commercially developed lot to the east and continues along a second, residentially developed lot also to the east and then runs west 150.00 feet a residentially developed lot to the south, and returns north 220.09 feet along a commercially developed lot to the west back to the roadway. The site is developed with a two-story frame building with entry step and stoop,a wood ramp,wood steps and lauding allowing access to the second floor, stockade and chain-link fencing, an above ground propane tank, an underground propane tank, and gravel driveway as shown on the survey, prepared by Nathan Taft Corwin, 111, Licensed Land Surveyor and dated November 17,2021. BASIS OF APP[QA1H : Request for a Special Exception pursuant to Article XI, Section 280- 48B(12) and the Building Inspector's June 8, 2022, revised June 10, 2022 Notice of Disapproval to construct and establish a business use in General Business Zoning District, consisting of new marine sales,service and storage facility(Peconic Watersports), located at: 46770 County Road 48,Southold, NY. SCTM No. 1000-55-5-9.1. RELILL E_R lw`f 1J1 �1' �D: The applicant proposes to construct a new retail, commercial, building in the General Business"B" Zoning District for the purpose of establishing a business for the sales of new marine equipment(specifically boats,not to exceed 25 feet in length), repair and storage. ( DEMNA 1 E ,"1�1 ,T t ) : In addition to obtaining a Special Exception use permit from the Town of Southold Zoning Board of Appeals, permitting the retail sales,service and storage of boats as part of a marine sales operation,the applicant also seeks an area variance for excessive facade presence on a single roadway. The applicant is also required to receive site plan approval from the Town of Southold Planning Board. The Zoning Board of Appeals concurrently opened this application at the stone time as file 47701 relative to the amended request for 78.1 linear feet of facade width on a single roadway where the Code limits the structure's width to a maximum of 60 linear feet of width on a single roadway. The applicant provided a site plan and building elevations prepared by Robert Stromski, Registered Architect, labeled SP-1 and A-1 dated May 9, 2022. On November 3, 2022, the Zoning Board of Appeals received a revised Landscape, Lighting & Alignment Plan and Grading & Drainage & Utility PIan from the applicant, labeled Sheet 1 of 2 and Sheet 2 of 2, prepared by Young & Young surveyors, dated August 9, 2022. Additionally, the applicant provided signed and sealed drawings labeled Landscape & Alignment Plan; Grading,Drainage&Utility Plan; Lighting&,Circulation Plan;and,County Road Improvement Plan,labeled Sheets 1 thru4,prepared by Howard W.Young, Licensed Land Surveyor, last revised July 14,2023. In 2017, a prior owner,JemCap LLC, applied for and withdrew their application for Board relief under files 97079SE and #7080 relative to a proposed gas station. A historic home, Town of was relocated to the southwest corner of Horton's Lane, from this site,as part of the proposed redevelopment. According to plans submitted the applicant proposes to construct a commercial building with a footprint of 7,405 square feet on the primary floor and 1,939 square feet of space on the secondary floor with a maxitnum building height of 33 feet 11.5 inches and a total lot coverage of20.2%, including a total of 19 parking stills, amended to 18 parking stalls. As part of the application, the applicant provided copy of the deed between JemC;atp SD I LLC and 46770 Route 48 LLC recorded February 28, 2022, Town of Southold Assessor's Property Card for the subject property, copy of a DalaT'race Certificate of Occupancy search, dated October 21, 2021, illustrating the various C of O's on the property and including an open building permit for electric service upgrades,copy of Page 3,September 7,2023 #7700SE,4770 Route 4 ,LLC,Peconic Watersports SCTM No. 1000-55-5-9.1 a filing receipt with the New'York State Department of State relative to the creation of 46770 Route 48 LLC dated October 15, 2021, and copy of an Operating Agreement for 46770 Route 48 LLC dated October 26, 2021. The applicant provided a Memorandum of Law,dated November 3,2022 to Board members during the public hearing. No member of the public or an immediate neighbor spoke in favor of or against this application. The public hearing was closed on November 3, 2022, subject to SEQRA determination by the Town of Southold Planning Board. fF 1 CN�S CD 1"A(,..,."U R 1M ;S( S FOR BO fW A(.,"l IQ� The Zoning Board of Appeals held a public heating on this application on November 3, 2022 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 ajacent use districts. The subject parcel is generously size' to accornrnodate the proposed use. It sits in the General Business"B"Zoning District located on County Route 48,approximately 406 feet west of Boisseau Avenue in Southold. The parcel has 150 feet of frontage on the North Road and it lies within an established business corridor outside the hamlet center that includes two strip retail shopping centers, office buildings,a fitness center, natural gas service,auto repair shop, stand-alone retail along Boisseau Avenue but parcel is o are residential properties to the sc'autlr g g otherwise surrounded by business zoned properties. The proposed use is clearly similar to others in the vicinity and will in no way prevent or impact the orderly arid reasonable use of any adjacent or nearby property. 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. 'rhe proposed use will have no impact on any permitted or legally established uses in the"B"zone or in any neighboring zoning district. The general vicinity has been and will continue to be developed by business and professional uses and surrounded by residential development closer to the hamlet center. County Route 48 is a major highway,and the proposed use is entirely appropriate in Southold where boating and water sports are a way of life. 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 proposed use and its location. The proposed marine sales, service and storage use is permitted in the General Business"B"zone subject to special permit and site plan approval. Although the applicant maintains that there will be no adverse impacts stemming from the proposed use, the site plan approval process addresses and mitigates any potential adverse impacts on the health,safety,welfare,comfort or convenience of Town residents related to the proposed use. D. That the use will be in harmony with and promote the general purposes and intent of this chapter. The proposed use is permitted by special MeptiOu under the General Business regulations in the Zoning Code and is consistent with the stated purpose and intent of the Chapter to"provide Page 4,September 7,2023 #7700SE,4770 Route 48,LLC,Peconic Watersports SCTM No. 1000-55-5-9.1 for retail and wholesale commercial development and limited office and industrial development outside of the hamlet central business areas, general along major highways". 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. Although variance relief is required relative to the excessive linear frontage along North Road, the applicant suggests the proposed marine sales, service and storage facility is entirely compatible with the character, scale, and appearance of existing uses along the established commercial corridor in Southold that include retail shopping centers,a natural gas service facility,an auto repair shop, and a new, recently built gas station/convenience store. There are multiple, other, established businesses with frontage greater than 100 linear feet of structural facade on a single roadway, resulting in the proposed structure being visibly consistent and compatible with the surrounding buildings. F. That all proposed structures,equipment,and material shall be readily accessible for fire and police protection. The subject parcel of the proposed marine sales, service and storage facility lies on County Route 48 also known as North, or, Middle Road is a major highway within the Town of Southold and is readily accessible to both local and regional fire and police services. G. That the proposal shall comply with the requirements of Chapter 236, Stormwater Management. In accordance with Chapter 236, all stormwater will be contained on site; all calculations appear on the proposed site plan subject to the approval of the Town of Southold Planning Board. In making such determination, consideration was also given to: A. The character of the existing and probable development of uses in the district and the peculiar suitability of such district for the location of any of such permitted uses. B. The conservation of property values and the encouragement of the most appropriate uses of land. C. The effect that the location of the proposed use and the location that entrances and exits may have upon the creation or undue increase of vehicular traffic congestion on public streets, highways or sidewalks to assure the public safety. D. The availability of adequate and proper public or private water supply and facilities for the treatment, removal or discharge of sewage, refuse or other effluent(whether liquid, solid, gaseous or otherwise)that may be caused or created by or as a result of the use. E. Whether the use or the materials incidental thereto or produced thereby may give off obnoxious gases, odors, smoke or soot. F. Whether the use will cause disturbing emissions of electrical discharges, dust, light, vibration or noise. G. Whether the operation in pursuance of the use will cause undue interference with the orderly enjoyment by the public of parking or of recreational facilities, if existing or if proposed by the Town or by other competent governmental agencies. H. The necessity for bituminous-surfaced space for purposes of off-street parking of vehicles incidental to the use and whether such space is reasonably adequate and appropriate and can be furnished by the owner of the plot sought to be used within or adjacent to the plot wherein the use shall be located. I. Whether a hazard to life, limb or property because of fire, flood, erosion or panic may be created by reason of or as a result of the use or by the structures to be used therefor or by Page 5,September 7,2023 #7700SE,4770 Route 48,LLC, Peconic Watersports SCTM No. 1000-55-5-9.1 the inaccessibility of the property or structures thereon for the convenient entry and operation of fire and other emergency apparatus or by the undue concentration or assemblage of persons upon such plot. J. Whether the use or the structures to be used will cause an overcrowding of land or undue concentration of population. K. Whether the plot area is sufficient, appropriate and adequate for the use and the reasonably anticipated operation and expansion thereof. L. Whether the use to be operated is unreasonably near to a church, school, theater, recreational area or other place of public assembly. M. Whether the site of the proposed use is particularly suitable for such use. N. Whether adequate buffer yards and screening can and will be provided to protect adjacent properties and land uses from possible detrimental impacts of the proposed use. O. Whether adequate provision can and will be made for the collection and disposal of stormwater runoff, sewage, refuse and other liquid, solid or gaseous waste which the proposed use will generate. P. Whether the natural characteristics of the site are such that the proposed use may be introduced there without undue disturbance or disruption of important natural features, systems or processes and without risk of pollution to groundwater and surface waters on and off the site. Q. The character of the existing and probable development of uses in the district and the peculiar suitability of such district for the location of any of such permitted uses. R. The conservation of property values and the encouragement of the most appropriate uses of land. S. The effect that the location of the proposed use and the location that entrances and exits may have upon the creation or undue increase of vehicular traffic congestion on public streets, highways or sidewalks to assure the public safety. T. The availability of adequate and proper public or private water supply and facilities for the treatment, removal or discharge of sewage, refuse or other effluent (whether liquid, solid, gaseous or otherwise)that may be caused or created by or as a result of the use. U. Whether the use or the materials incidental thereto or produced thereby may give off obnoxious gases, odors, smoke or soot. V. Whether the use will cause disturbing emissions of electrical discharges, dust, light, vibration or noise. W. Whether the operation in pursuance of the use will cause undue interference with the orderly enjoyment by the public of parking or of recreational facilities, if existing or if proposed by the Town or by other competent governmental agencies. X. The necessity for bituminous-surfaced space for purposes of off-street parking of vehicles incidental to the use and whether such space is reasonably adequate and appropriate and can be furnished by the owner of the plot sought to be used within or adjacent to the plot wherein the use shall be located. Y. Whether a hazard to life, limb or property because of fire, flood, erosion or panic may be created by reason of or as a result of the use or by the structures to be used therefor or by the inaccessibility of the property or structures thereon for the convenient entry and operation of fire and other emergency apparatus or by the undue concentration or assemblage of persons upon such plot. Page 6,September 7,2023 47700SE,4770 Route 48,LLC, Peconic Watersports SCTM No. 1000-55-5-9.1 B ;) It . ESfC '°I'1(:')' : In considering all of the above factors, motion was offered by Member 1 ..... Planamento, seconded by Member Weisman(Chairperson),and duly carried to GRANT,a Special Exception, as applied for,and shown on the Survey prepared by Nathan Taft Corwin, III, Licensed Land Surveyor and dated November 17, 2021 and the drawings labeled Landscape & Alignment Plan; Grading,Drainage& Utility Plan; Lighting&Circulation Plan;and,County Road Improvement Plan, labeled sheets 1-4, prepared by Howard W. Young, Licensed Land Surveyor, last revised July 14,2023. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall receive approval for the area variance, under file#7701. 2. The applicant shall receive site plan approval from the Town of Southold Planning Board. 3. Site access is ONLY permitted from the western `entry' driveway. 4. Site egress is ONLY permitted from the eastern `exit' driveway. 5. The property will require an amended site plan review for any change from the proposed business model. The site plan is for a marine sales, service,and storage facility for boats up to 25' in length. 6. No boats or trailers may be displayed or stored in the front yard or rear yard unless located in designated areas as shown on the site plan approved by the Planning Board. 7. No boats or trailers may be displayed or stored in either side yard,or within the transition buffer area. 8. Any signage must be reviewed and approved by the Planning Board prior to permitting or installation. 9. Lighting that varies from the plan must be reviewed and approved by the Planning Board. All exterior light fixtures not included on the approved photometric plan shall be removed from the property and the proposed photometric plan mut be implemented. Only `dark skies' compliant lighting is to be used. 10. This Special Exception Permit requires an operating permit and inspection by a Building Inspector from the Building Department that must be renewed annually. It i tlt plali ant' r spoitsil ilut to contact the Building Department on an annual basis to schedule the required inspection. Failure to do so may require a public hearing before the Zoning Board of Appeals to review potential action to revoke the Special Exception Permit granted herein. 11. This Special Exception permit requires that the applicant complete construction on the demolition of an existing barn,converted to commercial use,and the construction a new commercial building for the purpose of retail sales, service and storage of boats(not to exceed 25 feet in length),and begin the approved special exception use in compliance with the conditions imposed by the Zoning Board of Appeals within 24 months. 12. In accordance with the Zoning Board of Appeals, approval shall thereafter be deemed a lawful use as if the same were permitted by this chapter without need for a special exception permit; provided, however, that: a. All conditions imposed by the special exception approval shall continue to apply unless they, by their express terms, are of limited duration. b. All conditions imposed on special exception approval uses generally or specifically by this chapter shall continue to apply, regardless of whether any such conditions were expressly incorporated into the special exception approval. c. The Zoning Board of Appeals shall retain continuing jurisdiction over the same. d. A special exception use which has been discontinued for a period of one year or more shall be deemed abandoned. Page 7,September 7,2023 #7700SE,4770 Route 48,LLC,Peconic Watersports SCTM No. 1000-55-5-9.1 That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued, NOTE: Violations of Conditions. A violation of any limitation or condition of a special exception approval or of any provision of this chapter applicable to a special exception use shall constitute a violation of this chapter. The Zoning Board of Appeals shall retain jurisdiction and shall have the right, after a public hearing, to modify, suspend or revoke such approval or any term or condition thereof or to impose thereon one or more new conditions, pursuant to Article ACV, Section 280-141 of the Town Code. Vote of the Board: Ayes: Members Weisman(Chairperson),Acarnpora and Planamento(3-0)(Members Lehnert and Dantes Recused) I r Leslie" K' 'a n"e s W e i-s n-'a'n','-C' h-a—ir-p-e"i`s-o n Approved for filing 7 / � /2023 SCOTT A. RSSELL MICHAEL M. COLLINS, P.E. SUPERVISOR TOWN ENGINEER TOWN HALL - 53095 MAIN ROADii TOWN OF SOUTHOLD,NEW YORK 11971 �10VIVV ��w a Fax (631) 765 9015 Tel. (631)-765—1560 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Mara Cerezo August 25, 2023 Planner S ub-P Southold Town Planning Department F 4L i M T aG G 54375 Main Road °� .`"...."_.�._�,__—.. ....� r.._... Southold, New York 11971 �_w,.., .... ....... Re: Peconic Water Sports "U 12;: SCTM #: 1000 — 055. — 05 — 9.1 .� � � ,n ' Planning Board_ .w....._. Dear Ms. Cerezo. As per a request from your office, I have reviewed Pages 1 through 5 of the Map Prepared for Peconic Watersports, dated August 9, 2022, last revised August 16, 2023, prepared by Howard W. Young, L.S.. Based on my review, the plans meet the requirements of Chapter 236 — Stormwater Management. If you have any questions regarding this review, please contact my office. Sincerely, all� Michael M. Collins, P.E. Town Engineer �� • MAILING ADDRESS: ?R, PLANNING BOARD MEMBERS ""'� P.O.Box 1179 DONALD J.WILCENSKI Southold, NY 11971 Chairw OFFICE LOCATION: DAMES H. RICH III Town Hall Annex �w��, � �� 54375 State Route 25 MARTIN SIDOR (cor.Main Rd. &Youngs Ave.) PIERCE RAFFERTY AMELIA JEALOUS-DANK I!�„�. Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Collins, Town Engineer From: Mara Cerezo, PlannerP Date: August 24, 2023 Re: Site Plan for Peconic Water Sports Application Name: Peconic Water Sports Tax Map Number: 1000-55.-5-9.1 Location: 46770 Route 48, Southold 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: last revised 08/16/23 Revised Site Plan Dated: Grading and Drainage Plans Dated: Other (AS BUILT) Dated: Project Description: This site plan is for the proposed construction of a 9,652 sq. ft. marine sales, service, and storage facility, including the demolition of an existing building, on a 37,123 sq. ft. parcel in the General Business "B" Zoning District, Southold. Note: This Site Plan was last reviewed by your office in July 2023. These corrected plans should be in response to your comments received July 20, 2023. Thank you for your time and cooperation. Submission Without a Cover Letter Name: M a r+1 /) -I r)iv � .. r) Project Title: kco n'c ",ter s po r "s 5u SCTM#: 1000 - cj _ �.� , RECE .. . . .. ...� Date: � Planning �rrd.." Details of Submission: s�. COUNTY OF SUFFOLK ey�M A I� STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PUBLIC WORKS DARNELL TYSON,P.E. JOSEPH T.BROWN,P.E. ERIC M.HOFMEISTER CHIEF DEPUTY COMMISSIONER COMMISSIONER DEPUTY COMMISSIONER July 21,2023 Town of Southold PT� Planning Board -' '- oc Attn: Mara Cerezo, Planner 9 Southold,NY11971 f fl 31 .. _ 02 Re: 46770 Route 48,LLC—Peconic Water Sports 96'G_R 4d 2r w ri ° CR 48,North Road—SCTM#1000-055.00-05.00-009.001 Planning Bo, rd Dear Ms.Cerezo: This Department has reviewed the above-referenced site plan and offers the following comments: A permit from this Department will be required pursuant to Section 136 of the Highway Law for the proposed access and any improvements this Department deems necessary along the Country right-of-way. Before a permit is issued by this Department for these improvements, documentation pursuant to Section 239F of the New York State General Municipal Law must be forwarded to us from the Town Building Department for our review and comments. An Impact Fee may be required. Revise plan to show proper details. Full depth asphalt pavement consists of 6"base,4"binder, and 2"top course. All sidewalk must be ADA-compliant. All sidewalks,driveways and handicap ramps must meet ADA compliance. Refer to NYSDOT Standard Sheets for Ramps and Driveways at httys://wwNs%dot.nv.goy/main/business-center/ep 2i nee rin /'cadd-info/d raw in s/standard- sheets-us/608.Plans must show grades at driveways,ramps and sidewalks to provide compliance. If you have any questions,kindly contact this office at(631)852-4100. Very truly yours, Niamh Perrotta,P.E. Director of Traffic Engineering Nl iD: h Cc: 46770 Route 48, LLC Mr.Martin Finnegan,Esq. Mr.Robert Stromski,P.A.,Young&Young,PLLC SUFFOLK COUNTY IS AN EQUAL OPPORTLNITY/AFFIRMATIVE ACTION EMPLOYER 335 YAPHANK AVENUE YAPHANK,N.Y. 11980 (631)852-4081 FAX(631)852-4079 OFFICE LOCATION: µ �� MAILING ADDRESS: Town Hall Annex � P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov j. PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Amanda Nunemaker, Building Permits Examiner From: Mara Cerezo, Planner or Date: July 26, 2023 Re: Use Certification Proposed Site Plan for Peconic Water Sports 46770 Route 48, ±406' s/w/o Boisseau Avenue and CR 48, Southold SCTM#1000-55.-5-9.1 The Planning Board has found this Site Plan application suitable for determination pursuant to §280-131 F (1) and refers the application to you for final review and certification. This site plan is for the proposed construction of a 9,652 sq. ft. marine sales, service, and storage facility, including the demolition of an existing building, on a 37,123 sq. ft. parcel in the General Business "B" Zoning District, Southold. Thank you for your cooperation. Encls: Site Plan (Revised: July 7, 2023) Site Plan Application MGM/ � I < SCOTT A. RUSSELL � ° � � � MICHAEL M. COLLINS, P.E. SUPERVISOR TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD m TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 Fax (631) 765—9015 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Mara Cerezo July 20, 2023 Planner Southold Town Planning Department 14mc 54375 Main Road ~ Southold, New York 11971 RECEIVED Re: Peconic Water Sports K pp W3 SCTM#: 1000—055. —05—9.1 ..56 UtlIrid town Dear Ms. Cerezo: Planning Board As per a request from your office, I have reviewed the Grading & Drainage & Utility Plan for Peconic Watersports dated August 9, 2022, last revised July 7, 2023, prepared by Howard W. Young, L.S.. Please have the applicant submit revised plans that address the following: 1. The applicant must obtain a permit from the Suffolk County Department of Public Works (SCDPW) for the curb cuts associated with the development prior to final approval. 2. The stormwater calculations for Tributary Area#3 must utilize a runoff coefficient of 1.0 for the Stone Blend Pavement unless it is specifically engineered to be pervious. Revise the drainage calculations and provide additional structures as necessary. 3. Revise the Asphalt Pavement Section and Stone Blend Pavement Section details to state that if Recycled Concrete Aggregate (RCA) is to be utilized it must be NYSDOT Specification RCA. 4. The final plans must show the location of and details for all erosion and sediment controls including, but not limited to, the construction entrance, silt fencing, concrete washout area and soil stockpile areas. If you have any questions regarding this review, please contact my office. Sincerely, r I I ;//V�- Michael M. Collins, P.E. Town Engineer OFFICE LOCATION• MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 �� "a, Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 12, 2023 Robert F. Hillman, Jr. Traffic Engineer III: SCDPW 335 Yaphank Avenue Yaphank, NY 11980 Re: Proposed Site Plan for Peconic Water Sports (Revision Date: 7/7/23) 46770 Route 48, ±406' s/w/o Boisseau Avenue SCTM#1000-55.-5-9.1 Zoning District: General Business - B Dear Mr. Hillman: The Planning Board is requesting that your agency provide comments on the proposed Commercial Site Plan and its interface with County Road 48. You previously reviewed a version of this site plan and provided comments in February 2023. The applicant has made modifications and corrections to their plan. This site plan is for the proposed construction of a 9,652 sq. ft. marine sales, service, and storage facility, including the demolition of an existing building, with 18 parking stalls and driveway access on a 37,123 sq. ft. parcel in the General Business "B" Zoning District, located on the s/s of County Route 48, ±406' s/w/o Boisseau Avenue, Southold. For your convenience and due to the size of the application materials, we have provided directions below to access the entire file online. For further information or for an original set of plans, please feel free to contact this office. 1. Go to the Town of Southold website www,southoldto�wnny.gov ; 2. Click on the Laserfiche Weblink icon located on the home page; 3. Click on Planning Dept. folder; 4. Click on Applications; 5. Click on Site-Plans; 6. Click on Pending; 7. Click on SCTM#"1000- 55.-5-9.1". Please be sure to review the site plan with a revision date of July 7, 2023. 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. R eotfully, Mara Cerezo Planner OFFICE LOCATION• MAILING ADDRESS: Town Hall Annex w P.O. Box 1179 54375 State Route 25 � a„� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) `'a Southold, NY Telephone: 631 765-1938 www.southoldt ownny.gov *COO Tj . , PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM, To: Michael J. Verity, Chief Building Inspector Amanda Nunemaker, Permits Examiner From: Mara Cerezo, Planner Date: July 12, 2023 Re: Proposed Site Plan for Peconic Water Sports 46770 Route 48, ±406' s/w/o Boisseau Avenue and CR 48, Southold SCTM#1000-55.-5-9.1 The Planning Board refers this site plan to you for your information, comments, review, and certification, if applicable. This site plan has been modified since your initial review. This site plan is for the proposed construction of a 9,652 sq. ft. marine sales, service, and storage facility, including the demolition of an existing building, on a 37,123 sq. ft. parcel in the General Business "B" Zoning District, Southold. Thank you for your cooperation. Encls: Site Plan (Revised: July 7, 2023) OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex 1°° lit P.O. Box 1179 54375 State Route 25 ��'' �� " ' Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) ', Southold, NY , Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Collins, Town Engineer From: Mara Cerezo, Planner Date: July 12, 2023 Re: Site Plan for Peconic Water Sports Application Name: Peconic Water Sports Tax Map Number: 1000-55.-5-9.1 Location: 46770 Route 48, Southold 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: last revised 07/07/23 Revised Site Plan Dated: Grading and Drainage Plans Dated: Other (AS BUILT) Dated: Project Description: This site plan is for the proposed construction of a 9,652 sq. ft, marine sales, service, and storage facility, including the demolition of an existing building, on a 37,123 sq. ftu parcel in the General Business "B" Zoning District, Southold. Thank you for your cooperation. Submission Without a Cover Letter Name: / -!c,f`t,('\ 'F i n'\R,,,, O\r\ Project Title: vecon 1 c 1 Date: � .. 1 6� wn Planning Board Details of Submission: Southold Town Planning Board Work Session -Juice 2(�23- Pa, Project Name: mmM Yard Ulster Nursery and Landscapingw SCTM# i..1. 00-110 _ . ....... ._ ...... _„ 003-12-13 Locations 705 CR 48, Mattituck . . proposed - Description. This site plan application is for the construction of an open-air nursery and landscape supply storage yard, including 25 storage bins for landscaping materials on a 2.57-acre parcel in the Limited Business Zoning { District. Status: d Pending _rv. .. . _......_a. Action Review for Completeness Attachments .Staff Report�ct ..w_ Peconic LPocatcon rs ame . . t 46770 Coune t R ad 48, Southold — M u— SCTM# [ 1000ti55 5 µ9 1 r Description: I This site plan is for the proposed creation of a 7,535 sq. ft. marine sales, service, and storage facility, including the demolition of an existing building, on a 37,123 sq ft parcel in the General Business "Bn" Zoning District. Status Pendg m Action Review Revised Plans Attachments: Staff Report Discussion: Site Plan Use Determinations (SPUD): c Ultra Motion (Sean Rodger), 4310 Horton Lane, Southold, SCTM#1000-54-3-21.3 ❖ Town Board Request for Comments: o Local Law in relation to Chapter 280, Zoning, Attic Space Southold Planning Department Staff Report Site Plan Application Work Session — Update Date: July 10, 2023 Prepared By: Mara Cerezo I. Application Information Project Title: Peconic Water Sports Applicant: 46770 Route 48 LLC Date of Submission: October 5, 2022 Tax Map Number: 55.-5- 9.1 Project Location: 46770 Route 48 Hamlet: Southold Zoning District: B II. Description of Project Type of Site Plan: Retail Business Acreage of Project Site: ±0.85 Acres (37,123 sf) Building size: Original application: 10, 333 sq. ft. Revised plan: 9,652 sf This site plan is for the proposed construction of a 9,652 sq. ft. marine sales, service, and storage facility, including the demolition of an existing building, on a 37,123 sq. ft. parcel in the General Business "B" Zoning District, Southold. III: Context 1. General Business B District Overview & Special Exception Use: 280-47 Purpose: The purpose of the General Business (B) District is to provide for retail and wholesale commercial development and limited office and industrial development outside of the hamlet central business areas, generally along major highways. It is designed to accommodate uses that benefit from large numbers of motorists, that need fairly large parcels of land and that may involve characteristics such as heavy trucking and noise. 280-4$ (B): Uses permitted by special exception by the Zoning Board of Appeals., (12): Public garages, gasoline service stations, new and used motor vehicle lots, vehicle sales and rental, including the sale of recreation vehicles and trailers and boat sales, with accessory repair facilities, all subject to the following requirements: (a) Entrance and exit driveways shall have an unrestricted width of not less than 12 feet and not more than 30 feet and shall be located not less than 10 feet from 1 any property line and shall be so laid out as to avoid the necessity of any vehicle backing out across any public right-of-way. (b) Sale of used vehicles or boats shall be conducted only as accessory to the sale of new vehicles or boats. (c) Vehicle lifts or pits, dismantled automobiles, boats and vehicles and all parts or supplies shall be located within a building. (d) All service or repair of motor vehicles, other than such minor servicing as change of tires or sale of gasoline or oil, shall be conducted in a building. (e) The storage of gasoline or flammable oils in bulk shall be located fully underground and not less than 35 feet from any property line other than the street line. (f) No gasoline or fuel pumps or tanks shall be located less than 15 feet from any street or property line. (g) No gasoline service or repair shops or similar businesses are to be located within 300 feet of a church, public school, library, hospital, orphanage or rest home. 2. Zoning Beard of Appeals (IBA): • Pursuant to § 280-48 (B)(12), special exception approval is required. • In addition, a variance for the linear footage is required pursuant to § 280-50 (C). The proposed structure with 78.1' of linear footage on the North Road is over the code allowance of 60'. • The ZBA held a public hearing on November 3, 2022. The hearing was closed subject to SEQRA determination from the Planning Board. Staff: See notes below on driveway entrance requirement. 3. State Environmental quality Review Act(SEQRA): • The proposed action is Unlisted under SEQRA. • A SEQRA Determination of a Negative Declaration was issued on June 5, 2023. 4. Staff ' dt+ 1. Correct the western driveway entrance, so that it meets the required 10' distance from adjacent property lines per §280-48(B)(12)(a); Staff: The newly corrected plans (dated July 2023) still show the western driveway entrance at less than 10' from the adjacent property lines as required in 2 §280-48(B)(12)(a). The applicant has stated that due to a large utility pole and the requirements from SCDPW they are unable to relocate the western entrance and will likely need to seek relief from the ZBA as this section of code is within the special exception requirements currently under the ZBA's review. 2. Clearly mark the area adjacent to the front landscaped area with notations for signage for the fire lane. Staff: Corrected and shown on submitted plans. 3. If over-run areas are necessary for the front landscaped area, then utilizing grass pavers (or a similar product) is preferable; Staff: Updated and shown on submitted plans as "grass pavers over-run". 4. Street trees should be wire-friendly and must be shown to be on the property and not in right of way; Staff: The applicant selected a PSEG recommended utility line friendly tree ("Shantung Painted Maple") which is now shown as being located on the property on submitted plans. 5. Additional landscaping and corrections to Landscaping Plan including adding shade trees along perimeter of parking areas (§280-95B), increasing screening, and utilizing drought-tolerant and native species. Staff: All landscaping corrections have been made and shown on submitted plans, including: +► Shade trees along parking area perimeter, increased screening for both side yards, adjustments to the landscaping plan to include more drought- tolerant and low maintenance species, water conservation measures for the proposed irrigation including limited hours, and best management practices for all landscaped areas as stated in the LWRP. 6. Increase transition buffer landscaping to meet Town Code requirements, and further enhance buffer with a 6' stockade fence along the residential zoned parcels; Staff: The transition buffer has been corrected and shown on the submitted plans as a double-row of evergreen plantings along with a 6' stockade fence along the residential zoned parcels. 7. A sample sign is shown on the elevations and renderings submitted in May 2023, but has not been formally proposed. Staff: Currently, a sign and gooseneck lamps are shown on the submitted elevations for illustration purposes only, and are not for review before the 3 Planning Board at this time. Any proposed signage in the future is subject for review and approval by the Planning Board prior to permitting and installation. 8. Additional details and required corrections to Photometric Plan; Staff: Applicant has corrected the photometric plan to meet requirements of Chapter 172, and to allow for potential lighting of future signage within the allowed lumens per acre for this parcel. 9. Submit plans on utilizing outdoor display or storage areas in accordance with Town Code; Staff: The applicant has proposed seasonal winter storage in the rear of the building. This location is shielded from street view, and takes up approximately 8 parking stalls off-season. In addition, the applicant is proposing a long-term display area in front of the bay doors. This area is within street view, and allows for a 22' aisle width next to the display area. 10.Require additional details on business operations, specifically: a. Number of employees (year-round/seasonal). b. Sizes and types of boats/equipment serviced. c. Sizes and types of boats/equipment stored. Staff: Applicant's agent responded stating that, "Peconic Watersports anticipates that they will have 4 employees on site on a typical day. There will be days when those employees are off site attending to business operations. As to sales, service and storage of boats, PWS only deals with Malibu and Nautique boats up to 25 feet in length." 11.Horizontal siding is required for the front and both east and west sides of the structure as drawn in the elevations. Staff: The notation on the elevations has been corrected. 12.Provide color samples of materials for siding. Staff: Applicant submitted color samples and elevations with newly selected neutral colors for the Planning Board's review. IV: Planning Board Considerations 1. Refer the newly submitted corrected plans to SCDPW, Building Department, and Town Engineer for review. 2. Review issues to be considered as conditions: 4 a. Any signage must be reviewed and approved by the Planning Board prior to permitting or installation; b. Lighting that varies from the plan must be reviewed and approved by the Planning Board. All exterior light fixtures not included on the approved photometric plan shall be removed from the property and the proposed photometric plan must be implemented. c. Require an amended site plan for any change from the proposed business model. This site plan is for marine sales, service, and storage facility for boats up to 25' in length. i. Marine Sales & Service = 2,651 sf ii. Marine Storage = 7,001 sf d. No boats or trailers may be displayed or stored in the front yard or rear yard unless located in designated areas as shown on the site plan approved by the Planning Board. e. No boats or trailers may be displayed or stored in either side yard, or within the transition buffer area. 3. Begin to prepare comments to the ZBA: a. There are a variety of uses allowed in the B-Zone that would necessitate more parking than is currently required for the proposed site plan. Additional parking cannot be accommodated on this parcel due to the size of the proposed building. Place conditions on the approvals that characterize the specific use and business model, consider requiring an amended site plan review for any changes from the proposed business model. b. The driveway entrance and exit has been reworked according to SCDPW comments and related feedback. There is a utility pole along the front of the parcel that would need to be moved in order for the driveway entrance to meet the 10' distance required by Town Code §280-48(B)(12)(a). Consider supporting a request from the applicant for relief from this requirement by the ZBA. c. The proposed structure with 78.1' of linear footage on the North Road is over the code allowance of 60'. The applicant has worked closely with the Planning Board, Planning Staff, and Architectural Review Committee to minimize visual impacts imposed by the proposed project. Consider supporting the requested variance. 5 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �, � P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY r Telephone: 631 765-1938 www.southoldtownny.gov ba PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 8, 2023 Mr. Martin D. Finnegan, Esq. P.O. Box 1452 Mattituck, NY 11952 Re: Proposed Site Plan for Peconic Water Sports 46770 Route 48, ±406' s/w/o Boisseau Avenue and CR 48, Southold SCTM#1000-55.-5-9.1 Dear Mr. Finnegan: I am writing as a follow-up to the work session held on June 5, 2023, where the Planning Board reviewed the above-referenced Site Plan Application and required the following: 1) Correct the western driveway entrance, so that it meets the required 10' distance from adjacent property lines per §280-48(B)(12)(a). 2) Clearly mark the area adjacent to the front landscaped area with notations for signage for the fire lane "No Parking, Fire Lane". 3) Utilize grass pavers (or a similar product) for areas currently marked as concrete over-runs, 4) Street Trees must be: a) Shown to be on the property and not in right of way; and b) Wire-friendly (Suggested species: Zelkova serrata, or a selection from PSEG LI wire- friendly trees list). 5) Make corrections to Landscaping Plan including: a) At least one shade tree of not less than two-inch caliper for every 40 feet along the perimeter of the parking areas in accordance with §280-95(B). b) Increased screening using deciduous trees along both side yards: Peconic Water Sports June 8, 2023 i) Add 5 trees on the west side of the building Screening Area in the landscaped area along the entrance WEST driveway; ....- �� e ii) Add 3 trees on the east side of the building q, in the landscaped area shown with groundcover/grass; fi ' w ' iii) Utilize a variety of the following for the side yard trees: Gingko, London Planetree, Sweetgum, White Oak, Red Sunset Maple. c) Make the following adjustments: �d i) Emerald Arborvitae should be replaced with Thuja Plicata 'green giant'; ii) Yews should be replaced with Osmanthus. ." 1 . � w d Utilize drought-tolerant species and a low ` " g p Screening Area maintenance vegetation plan to reduce EAST irrigation needs. e) Provide details on proposed water conservation measures for the irrigation system, including timing: i) Based on recommendation from SCWA, limit irrigation to the hours between 7:OOpm and 12:OOam. 6) The following best management practices are recommended in landscaped areas: i) Require the use of native, drought-tolerant plants in landscaping; ii) Require only the use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture; iii) Require a maximum of 1 lb. of nitrogen per 1,000 square feet in any one application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year; iv) Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1st and April 1st; v) The use of phosphorus-containing lawn fertilizer is prohibited unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers. The number in the middle is the percentage of phosphorus in the product, e.g., 22-0-15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. Page 2 of 4 Peconic Water Sports June 8, 2023 7) Correct transition buffer landscaping to meet Town Code requirements by illustrating a double row of evergreens to effectively screen the residentially zoned parcels: a) To further enhance the transition buffer, add a 6' stockade fence along the boundary lines adjacent to residentially zoned parcels. 8) Submit plans on signage in accordance with Town Code (§280-80 through §280-90): a) Mark location of potential signage on the site plan and building elevations; b) Include details on sign illumination, and all other requirements as stated in Town Code. Note that if sign lights are not proposed now, the total lumens must be reduced enough so that any lighting proposed later will not exceed the maximum allowed (see item 13.); c) Note: If the applicant wishes to wait on providing signage details, the Board will add a condition that any signage must be reviewed and approved by the Planning Board prior to permitting and installation. Signage should be limited to retain and improve the scenic character of the roadway. 9) Submit plans on utilizing outdoor display or storage areas in accordance with Town Code; a) Include details on temporary outdoor display and storage as defined in §280-118 and; b) Include details on long-term outdoor display and storage as defined in §280-119 and; c) Mark locations of potential external display and storage on the site plan. 10)Provide details on business operations, specifically: a) Number of employees (year-round and seasonal); b) Sizes and types of boats/equipment that will be serviced; c) Sizes and types of boats/equipment that will be stored. 11)Horizontal siding (shown on the submitted plans as `Nichiha' Fiber-Cement Architectural Beveled Siding) is required for the front and both east and west sides of the structure as drawn in the elevations: a) A correction is needed on Sheet A-2 for the "proposed left side elevation" as it is showing horizontal siding, but the accompanying note states it is pre-engineered metal vertical panels. 12)Provide color samples of materials for siding. This can be online or actual samples: a) Include additional options that are not blue (select a more neutral option for consideration). Page 3 of 4 Peconic Water Sports June 8, 2023 13)Correct the Photometric Plan to align with Town Code Chapter 172: a) Reduce total lumens. (Maximum allowed for the subject parcel is 21,250 total lumens.) i) When reducing the total lumens, the applicant should consider the site's total lighting needs such as the location of lighting fixtures (i.e., no light is currently shown by the entrance door) and lighting for any future signage to ensure that the total lumens on site will not be exceeded when they are added. b) Reduce the illuminance at the property lines to comply with §172-5 (C)(1), which states "The maximum illuminance at the property line of a parcel that adjoins a residential parcel or public right of way may not exceed 0.05 footcandle. The maximum illuminance at the property line between two nonresidential properties is 0.1 footcandle." c) Include details on the hours of operations for all exterior lighting fixtures: i) Pursuant to §172-8 (I3)(5), site plan applications must demonstrate the types of timing devices used to control on/off and the hours set for illumination, as well as the proposed hours when each fixture will be operated, in order to determine compliance with §175-5 (A)(2). ii) Pursuant to §172-5 (A)(2), all nonessential exterior lighting shall be turned off within Y2 hour after the close of business and/or when not in use. Lights that are motion- sensor-activated are encouraged for lighting deemed necessary for safety purposes. d) Include total lumens for all exterior lighting fixtures. Pursuant to §172-8 (I3)(7), site plan applications must include the total lumens for all fixtures. e) Include cut sheets for proposed exterior lighting fixtures. Pursuant to §172-8 (I3)(9), site plan applications must include lighting manufacturer specifications ("cut sheets") with photographs of the fixtures, indicating the cutoff characteristics of the luminaire to determine compliance with Town Code. It is strongly recommended that a draft electronic site plan (PDF), including the items listed above, is submitted to this Department prior to printing multiple copies of the site plan in order to facilitate review efficiency. Once you are ready to submit, please provide the items listed above on a minimum of seven (7) revised Site Plans including the seal stamp and signature of the NYS licensed professional preparing the plan. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office at 631-765-1938. Res ectfully, Mara Cerezo Planner Page 4of4 SURVEY OF PROPERTY SITUATE NOTES: SOUTHOLD 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 19889 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:AKX TOWN OF SOUTHOLD F.n1 — FIRST FLOOR SUFFOLK COUNTY, NEW YORK G.FL — GARAGE FLOOR S.C. TAX No. 1000-55-05-9.1 SCALE 1 "=20' NOVEMBER 17, 2021 AREA = 37,123 sq. ft. 0.852 ac. CERTIFIED TO: 46770 ROUTE 48 LLC SPANO ABSTRACT SERVICE Corp. (TITLE No. SP46568—S) FIRST AMERICAN TITLE INSURANCE COMPANY RECEIVED 853, OCT 0 5 2022 Southo Fd Town / ti Planning Board • �,�cpS �. A�6. 01 ' g° � � �� •� c x1m li L JNE \ rr nn s (n i ILS ON \ X i mAw L J E` E8 t O b Z np \ X'w b 2-01 01.) 0 \ rn W \ \ tiO m � �G ^ tz7 O XIU \ Z�'` \ is"TREE \ \\\ m , S1 \ � m m 2 FUG X � \ � PINK � m n X�= A 38.4 B 1.3'E. \ p1NK F I X 37.6 I a X � 37.8 �2 4) PINK • •gyp L IPINK FLAG ZF \ X .Z \ C x 38.0 n lux m ' 1 X 37.e o W \� l \ 0 J WOOD T1E CE 00 WOOD STOOP ��7IF 9.2' 'E. SrpCKppE FENCE 5TEP 14 \ \ & B.Q 37.7 wM FOUND MON. O � 0 INN LINK CONC. 9 X� 3 ~ X• u X F. is-3D NCE 50.2' W /~ �-4 X IU 5TOR, FRAME lit � n UNAUTHORIZED ALTERATION OR ADDITION BUIt-OtNG m TO THIS SURVEY IS A VIOLATION OF y SECTION 7209 OF THE NEW YORK STATE n ° METER Q EDUCATION UAW. T x COPIES OF THIS SURVEY MAP NOT BEARING A�' t2ft 7'�' THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL. SHALL NOT BE CONSIDERED X 34 6 \ CMIC 50,3' 372 '� �'O TO BE A VALID TRUE COPY. Ilk •CONC�•': I T m►\z3 CERTIFICATIONS INDICATED HEREON SHALL RUN �—TV — CRAMP ::. 1 ' '� ONLY TO THE PERSON FOR WHOM THE SURVEY �- °•iCONC. ►-� IS PREPARED, AND ON HIS BEHALF TO THE 80.2 I 47r TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND 7' TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 0 N THE EXISTENCE OF RIGHT OF WAYS Z5X=10 AND/OR EASEMENTS OF RECORD, IF CESSPOOL m ANY, NOT SHOWN ARE NOT GUARANTEED. 00 x I x 36.3 mX VALVED01 X 34.2 Icn -to IN ACCORDANCE WITH THE MINIMUM N X 34.0 X= UNDERGROUND ip STANDARDS FOR TITLE_SURVEYS AS ESTABLISHED PROPANE TANK I N '� oo BY THE LI A LS.JWD APPROVED AND ADOPTED FOR SUCH USE^'I3Y-THE NEW YORK STATE,LAND C ? TITLE ASSOCIATION.%v { 5) PINK X 38.9 • ( AG TRH 1= COCKADE ONCE "IN N X 36.6 24" EACHFOUND i ! x J A N ;� 37.0 PIPE FENCE ! j 150.00 m """ IBC%'•^� , I'` r�vfl N.Y.S. Uc. No. 50467 IJNK tENC . OKMN 'J O»CON s 81 e6 w Nathan Taft Corwin III C BERT JOIE O N , Land Surveyor LL RO OBERT G• B O4 Successor To: Stanley J. Isaksen, Jr. L.S. 141011,ES CO &CAROL ANN B Joseph A. Ingegno L.S. D E14 MAp OF Title Surveys — Subdivisions — Site Plans — Construction Layout QUA NDOMIND COMMONS PHONE (631)727-2090 SOTJ 11 19 Fax (631)727-1727 C , 2002 OFFICES LOCATED AT MAILING ADDRESS MAg.CK 1586 Main Road James port, NBoxY16 11947 Jamesport, New York 11947 P E—Mail: NCorwin3Oao1.com (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY I5 A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND 5URVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY I5 PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)6 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 4" BULK SCHEDULE OF DIMENSIONAL REGULATIONS PLANTING SCHEDULE 400 Ostrander Avenue, Riverhead, New York IiaOl _=-- ==_=__- °" °"• tel. 651327.2303 fax. 631.721,0144 _ _ (GENERAL BUSINESS) admin®youngengineering.com MINIMUM DECIDUOUS TREES WO GALY. STEEL PIPE. PRINCIPAL REQUIREMENTS PLAN QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT • 'J N FILL W/CONCRETE LOT SIZE 30,000 S.F. 37,123 S.F. 2 L5 LIQUIDAMBAR STYRAFACIFLUA SWEET GUM 4"CAL B&B Howard W. Young, Land Surveyor LOT WIDTH 150' 150' Thomas G. Wolpert, Professional Engineer LOT DEPTH 150' 247' 5 QR QUERCUS RUBRA NORTHERN RED OAK 4"CAL B&B Douglas E. Adams, Professional Engineer FRONT YARD VARIABLE 75.0' Robert C. Tost, Architect I L = SHRUBS Robert Stromskl, Architect SIDE YARD 25' 25.5' w � E BUILDING BOTH SIDE YARDS 50' 71.9' QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT °Po ' REAR YARD 35' 65.4' 13 BS BUXUS SEMPERVIRENS 'SUFFRUTICOSA' DWARF OLD ENGLISH BOXWOOD 7 GAL CONT oR R I'-2 LANDSCAPED AREA 35% 35.01% 4 HN HYDRANGEA MACROPHYLLA"NIKKO BLUE" BLUE HYDRANGEA 5 GAL CONT SITE DATA " LISA DRIVE L S 10 HS HIBISCUS SYRIACUS 'DIANA' DIANA ROSE OF SHARON 5 GAL CONT °" ° " ti MAXIMUM TOTAL AREA = 37,123 S o \ 11 JD JUNIPERUS DAVURICA EXPANSA' PARSONI JUNIPER 5 GAL CONT Q. FT. \ PRINCIPAL DIMENSIOPERMITTENS PLAN 10 TM TAXUS x MEDIA 'HICKSII' HICKS YEW 5 GAL CONY e ZONING USE DISTRICT = B(GENERAL BUSINESS) CORNER GUARD PLAN LOT COVERAGE 30 /°° 20.3% FLOWERS oLU BUILDING HEIGHT 35' <35' SYMBOL TYPE SIZE ROOT * VERTICAL DATUM = NAVD(1988) NUMBER OF STORIES 2 2 PF PERENNIAL FLOWERS AS SELECTED BY THE OWNER 5 GAL CONT GAPPED W/CONc. PARKING CALCULATION GROWN TO SHED �'I��II GRASSES &GROUND COVER m w w"np WATER SYMBOL SEED MIX ScED RATE PARKING REQUIRED LNWFM LOFT'S NORTHERN WILD FLOWER MIX 1 LB PER 1,500 SQUARE FEET RETAIL: 3,015 SF @ 1 STALL/250 SF =12 STALLS KEY MAP WO GALY. STEEL PIPE. LEM LOFT'5 ECOLOGY MIXTURE 4 LBS.PER 1,000 SQUARE FEET STORAGE:6,605 SF @ 1 STALL/1,000 SF =7 STALLS ry SCALE: 1"=600' FILL W/CONCRETE / IRRIGATION TOTAL PARKING REQUIRED =19 STALLS AUTOMATIC UNDERGROUND SPRINKLER SYSTEMS WITH RAIN SENSORS SHALL BE PROVIDED FOR ALL PROPOSED PARKING PROVIDED PLANTINGS AND LANDSCAPED AREAS. ASPHALT&STONEBLEND PARKING =19 STALLS GROWN TO pN SHED WATER CR��R�`PSN qR G I5"0 GONG. FOOTING m QR 22 O P O 1� LEM O� °�N�P G� SPNALY ' D5� A ELEVATION QR �,''' Q'L i e + O O -PLANT CENTER BOLLARD DETAILS N O -F I PLANT ROW NT5 E Pe�`P�a QR /` ' ' i�� .LEN�.` �20' ' N O / ' TYPICAL ON CENTER SPACING AS LIGHTING FIXTURE SCHEDULE Goy `� ' % /. ' ' ' /' 0 OO OO LABELED ON PLANTING PLAN SYMBOL DESCRIPTION TYPE HGT. LUMENS L.L.F. C.C.T. Qom' PLAN-SHRUB SPACING 40 WATT LED SLIM WALL PACK MFG.BY LSI INDUSTRIES INC. ;' ,j i(. ' ''' S CAT.NO.WPSLS-LED-4L-UNV-DIM-30-PC120-* WALL 15' qR 22 5_L15 3,712 1.0 3000 K 6 �,'�," -'- R22� (!1 PLANT SET AT ORIGINAL OR APPROVED EQUAL O (*)COLOR SELECTED BY OWNER `i •� "• ''/ �; � ,-/' %i,' � � � � Q� oo� PLANTING DEPTH p 0 q-TM i Q tiY+Iaa^YPa� ^Nw� ?Cv+F�-3" DEEP SHREDDED BARK MULCH 5UN o ry -PLANTING BAGKFILL - S 0 -d n o WHERE SHRUBS ARE PLANTED IN MA55 5 0. EXCAVATE ENTIRE PLANTING BED FOOTCANDLE STATISTICS ' SECTION -� SPNALY w ASPHALT III JD " rn a N MIN. MAX. AVG. A 1 6-TM S. TYPICAL MA55 PLANTING LAYOUT 0.0 3.6 0.810 LS 2 5SA U5 g �' 25.5' N75 40.0' 3-B5 n 3D , a� 7D , NOTES: <R t� * REMOVE ALL PLASTIC 4 WIRE TA65 A� 4-NN LE - '4°otA. da PF REMOVE ALL PLASTIC CORDS FROM PF TREE BALL, IF PRESENT 7 woIN O lG^� � '�"a -�" •,< -��F * AND BAGIN65KS, EXCAVATE FIL OF SHRUB BED AREA N r- w/PREPARED BAGKFILL MIXTURES. eef" I:. '.;' 3" DEEP SHREDDED BARK MULCH 0,01 001 000 000 000 001 001 001 001 0 �� ° 3a.1 '/ L�' 1 464' % JQ PLANTING BAGKFILL MIXTURE + + + + + + + + + + + N 1 ,00 ,01 O.01 0,01 0,01 0,02 0,02 0,03 0,04 0,04 0,05 0,04 w 11 a + + + + + + + + + + + t 10_g5 01 0,01 0, 0,04 0,06 0,10 0,12 011 0,14 0. 19 016 0,14 1 81 + + + + + + + + + + + + w� F Y a 0,01 0, 3 0,04 0,07 0,18 0,3 0,37 0,44� 0,36 0,32 0,18 g OSEd 2 5TOR 001 004 013 018 0,26 0,36 0,45 056 OJ3 O+ 0,63 0,57 0,46 014 11 PRO AIL & STORAGE TYPICAL SHRUB PLANTING R Ej ECG RE I ' NT5 + + + + + + + + + + + + + + s 22 gUILDIN� 0,02 0,05 0,15 0,32 0,49 0,82 1,08 1,09 1,11 1,17 1,03 0,98 0.54 0,11 /, ', O C T 0 5 2022 + + + + + + + + + + + + + + s 11 O : � °' SURVEYOR'S CERTIFICATION n, o o , , , . , 1 0 Southold Town 0,01 0,05 0,19 0,36 0,6 1,13 2,32 ,51 3,18 1,98 1,54 0, 0,11 3 __- s - N + + + + + + + Planning Board 0,02 0,03 0,05 0,21 0,44 63 31 L 1 CMF 3 � � 1 M 013 011 011 021 0,44 77 + + � M; f��,.--- NOTES: REMOVE ALL PLASTIC AND WIRE TA65. ,. 1dy�• ,r�.. CO 0,18 0,32 0,45 0,53 0,74 `� /' r 1 0 0 * REMOVE ALL NON-PECOMP0515LE CORDS �- N AND BURLAP FROM THE ROOT BALL, IF 019 0 39 0 64 115 1,67 ''; i CONCRE oHD y PRESENT. RI 1 HEADER oHD 16 1 * DO NOT OUT BURLAP FROM SIDES + + + + + 1 8.1 16 1. o V OF THE R 7 � -, ROOT BALL. N % 1 ASPHALT ?:" CL•«"' o - * SET TOP OF ROOT BALL I" ABOVE "" = 0,20 0,47 0,64 1,20 2,23 1 "- `'-rrc�A�H �• �`` 0,18 0,50 0,80 1.38 2.70 3,14 PROPOSED 2 STORY ' FINISHED GRADE. HOWARD W.YOUNG, Y 5.L.S.N 5893 40 WATT LED SLIM WALL PACK i. j �I �' I * REMOVE ALL ACCUMULATED 501L OR RETAIL&STORAGE � + + + + + BUILDING MF6. BY L51 INDUSTRIES INC. 1 S�ONEgLEND 1 I: . MULCH FROM THE ROOT GROWN AREA. 0,17 0.57 0,93 1,34 2,36 2,27 GAT. NO. WPSLS-LED-4L-UNV- % ' 11 , :" REMOVE ALL WIRE BASKETS FROM DIM-50-PC120-*, OR APPROVED EQUAL q2-TO - 1 I I � 0.17 0,62 100 1,40 222 191 (*) COLOR SELECTED BY OWNER 1 BOLLARDS 1 m ,= ROOT BALL, IF PRESENT + + + + + -__-__11 kc + ( DECIDUOUS TREE MAP PREPARED FOR 0,20 0,57 0,92 1,46 2,18 2,13 Ls _ ______ 1 3 5TA PECONIC WATERSPORTS .. HOSE PROTECTOR 019 0,51 0,94 118 1,76 ( W ) 2,52 2"x2" STAKE 3 AY at Southold, Town of Southold 1 2 STRANDS NO. 12 6ALV. PLIABLE y� 012 0,42 OJ8 + + Suffolk Count New York °4 s >�r ,y�' STEEL WIRE (TWIST TO TIGHTEN) I N + + + + + + + + + + + + + + + ' 0,09 0,29 0,57 0,79 1,38 2,50 2,67 2,7 3,0 2,31 2,67 2,73 3,06 14 1,44 050 0,09 '/' 'M ;, {<. ` . EVERGREEN TREE LANDSCAPE LIGHTING & ALIGNMENT PLAN M LNWF . I i 0 08 0.22 0,45 0,60 1,04 2 04 2,5 2,� 2, 3 2,84 3,11 2,56 2,03 1, L10 0 4 0,16 :'''' 1 _ ;,� ,� . MULCH TO BE KEPT AWAY FROM 1,.. ! /, p tt 4 TREE TRUNK Count Tax Ma District 1000 Section SHREDDED BARK MULCH ® 5" DEPTH ` IPF _ Y P 55 Block 05 Lot 9.1 o + + + + + + + + + + + + + + + %.'• �" '�' I d' `" s 0,04 0,18 0,33 U. 0,80 1,16 1,55 1,49 1.58 1,83 1.68 1,66 1,35 0,88 Obi 041 0,19 - a SOIL SUACER TOP W/MULGH MAP PREPARED AUG.09,2022 + + + + + + + + + + + + + + + + 1g0.00 0,03 010 0,25 0,34 0,33 0,59 OJ4 0,14 U 1, 3 1,09 ,09 1,02 0,80 0.49 019 0,14 Record of Revisions + + + + t + + + + + + + + + + , I= ROOT BALL r 5GARIFY ALL SIDES OF PLANT PIT 0,02 0,07 0,14 010 0l5 0,37 0.44 05 0,7' 0, 4 0, 4 67 ,52 0,43 0,30 0,21 0,13 FIN. GR. 581°1 5a �a - REVISION DATE + + + + + + + + + + + + + + + <LuLu I- II- PLANTING BAGKFILL MIXTURE 0,01 0,04 0,03 0,03 0,06 0,04 YVALL MOUNTED LIGHT formerly Z �I l '-1--• I - �=l-1 l N.T.S. or f° 0,01 0,01 0,01 0,03 0,09 0,08 0,11 0,12 0,10 0,08 0,07 O.04 0,03 0,03 0,02 0,01 0,01 - - - - '1 Robert John Bohn,R g h G' I I I DO NOT EXCAVATE LOWER THAN - - - Bohn&Car°1 Ann w I ' BALL D A. X 2 ALL DIA. BALL DEPTH. o , formerly now or S S Co.,LLC 1 20 0 10__ 20 40 60 LIGHTING PLAN Quad E I TYPICAL TREE PLANTING ��~� . Scale: 1" = 20' a SCALE:1"=30' 1 NT5 1 JOB NO. 2022-0135 DWG.2022_0135_sp 1 OF 2 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'5 INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICA7TON INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)6 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. NOTES 400 Ostrander Avenue, Riverhead, Nevi York IIQOI 5WEET AIR VENT GAP I. THE OWTS SHALL BE MODEL GEN-5 MANUFACTURED BY FUJIGLEAN USA. tel. 651.721.2505 fax. 651.727.0144 M176 BY TUF-TITS • admin®youngengineering.com (5' MIN FROM ANY 2. THE DESIGN ENGINEER, FUJIGLEAN USA REPRESENTATIVE, AND 50DH5 DOOR OR WINDOW) REPRE5ENTATIVE5 SHALL OBSERVE THE INSTALLATION OF THE OWT5 AND LEACHIN6 SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BACKFILL. 15, 8' " 5. THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT N Howard W. Young, Land Surveyor 4 PVC ® 4 PVC, ® SUPERVISION OF A FUJIGLEAN USA REPRESENTATIVE. y rx� Thomas G. Wolpert, Professional Engineer 2.00% MIN. RISERS 4 COVERS 1.0090 MIN. �- I I WITH SAFETY LIDS 1 I Douglas E. Adams, Professional Engineer 2 STORY Z MF6 BY TUF-TITE S HEAVY DUTY AND 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE CAST IRON FRAME COVER LOCKIN6 CAST IRON PRECAST MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO 1 I Robert G. Tast, Architect BUILDING APPROVED EQUAL TOP SLAB GAMPBELL FOUNDRY, PAT. NO. COVER TO GRADE THE 5UFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES (5GDH5) PRIOR 40.42 40.07 1007G OR APPROVED EQUAL. Robert 5tromski, Architect FFEL=40.50 RIM=40.25 OR DOME TO APPROVAL OF THE I/A OWT5 RE615TRATION BY THE 5GDH5 IN / RIM=3Q.80 ACCORDANCE WITH ARTICLE Icl OF THE SUFFOLK COUNTY SANITARY CODE. N 40.05 40.09 40.0(9. r� 5. ARCHITECT TO VERIFY FIN15HED FLOOR ELEVATION(5). �PQ�OPS� ao17 40.47 W $ GoN��o�E� / 4 -- HEALTH DEPARTMENT USE AIR LINE--P 40.33 -- IE=36.55 �5" VENT -._. .. I 1. - IE=36.08 / 1 1 4000 P51 PRECAST CONCRETE HOLE IE=36.00 40.27 9 3 SOLID RING AS MF6. BY SUFFOLK CONNECT 3 PVC VENT LINE IE-3b.25 A TO VENT HOLE IN OW5T SEE DETAIL FOR P 39.99 1 4090 �� CEMENT OR APPROVED EQUAL. OWT5 COMPONENTS �0 S PROVIDE GLEAN OUT AT a�Pg�� 40.40 �� / 40 67 DRAINAGE PIPE 4000 P51 PRECAST CONCRETE FACE OF BUILDING /e�S�v, / ASPNA(-j TRAFFIC BEARING COVER AIR LINE TO BLOWER 39.81 i c5 3s.80 i - 500 SAL. I/A OWTS 40.20 / \1a MDL. GEN-5 MF6. BY FUJIGLEAN USA 2, 4000 PSI PRECAST CONCRETE 01 i BOX AS MF6. BY SUFFOLK 32� 40 g0 to CEMENT OR APPROVED EQUAL. BOT=28.00 39.89 / ,2 � 4��.-_ .� 39.5 ' i +38.66 40.30 USE:LEACHING FIELD#1 W r 10, E�P� 98 / (3)POOLS 10' DIA.x 8' DEEP Q DRAINAGE PIPE oN �O' Cg#1.1 } PAVED INVERT - I: 12 SLOPE HYDRAULIC PROFILE 5ANITARY 5F HIN6 POOL ° 39.58 GRA :35p4� 40400 PONCEEN ELDLL BE CAST IN 39.88 IE� 39.9 39.76 - - 39.46 0 � 40.69 � 40.19. (!� 4' + 4000 PSI PRECAST BOTTOM o ° 40.7$ \\ SANITARY DESIGN CRITERIA & CALCULATIONS 39.39 39 85 � o ba 40 28 0 40 40 0) 0 l i o NOTE: SLAB 39.50 , f I.WALL REINFORCEMENT WILL NOT BE REQUIRED TO A DEPTH OF W-O". Ln ,� 4044 g -,,,,` t; � O 2.DEPTHS GREATER THAN q'-O"SHALL HAVE WIRE FABRIC CONCRETE SEWAGE DESIGN CRITERIA 39-83 9 39.94 MN#2 �a , °`' j' `° 0 O DRAINAGE DESIGN CRITERIA & CALCULATIONS .. . a;, ,. REINFORCEMENT 5"xl2",I AND 2 MIN.VERTICAL WIRES- 12"O.G.,1/2, MIN.COVER. GROUNDWATER MANAGEMENT ZONE =III(300 GPD/AC) W A CER RIM° 3 ( t Q -4 0 5.STEPS REQUIRED WHEN DEPTH EXCEEDS 7'-O". "" ""'"' WATER SUPPLY =PUBLIC METER IE"35' b TRIBUTARY �� /' 6"ROOF �'o Lo 0• ALLOWABLE DENSITY=0.8522 AC e 300 GPD/AC=257 GPD =300 GPD MIN. fi"° 5 BOVNDA �DRAIN 2 o Q y o V=A R C { ASPHALT rt1 N 4' DIA. STORM SEWER MANHOLE A= AREA OF TRIBUTARY(S.F.) DENSITY CALCULATION \ A PWAL E l Ip70 w NT5 38.82+ F 40.2040 90 q 4� c,"< C=COEFFICIENT OF RUNOFF RETAIL: 3,015 SF @ 0.03 GPD/SF =90 GPD �1 g _ STORAGE: 6,605 SF @ 0.04 GPD/SF = 198 GPD 1 0 �, O?O5ED LP \J 40.5° 1 4040 3s.1s � p- TOTAL DENSITY = 288 GPD C 3913 t. 40.2 SANITARY 400° O 16'oHD--1 41.15 t - NOTE 50 t 16'or+D -'I HIGHEST EXPECTED GROUND WATER EL=7.0. GRAB 3550 ' '"� 39.7 5,15 �' 40. 40,6 cl n CAST IRON FRAME d COVER IE- „ �. +3 .39 0000000 GAMPBELL FOUNDRY, PAT. NO. ALL CONNECTING DRAINAGE PIPES ARE 15"DIAMETER HDPE. DESIGN CALCULATION 0000 540� OR APPROVED EQUAL. e�1 RETAIL: 3,015 SF @ 0.03 GPD/SF =90 GPD PRO A R z 40.00 O 3 0,30 u 00 STORAGE: 6,605 SF @ 0.04 GPD/SF = 198 GPD RVLGE 39.50 44030 °30 41.15 `t y 00HU 000000C SE '0 40.65 - 000 TRIBUTARY AREA#1=12,909 SF TOTAL PROPOSED HYDRAULIC LOAD = 288 GPD OWT -' lr�' 1: 000 4000 F51 PRECAST CONCRETE REQUIRED VOLUME I T ": �-&.��•; ;; k 011 000000 BOX AS MFG. BY SUFFOLK - SYSTEM DESIGN CEMENT OR APPROVED EQUAL. ASPHALT/GONG,: 6,845 S.F.x 2/12 x 1.0 = 1,141 C.F. �pL _- ''m ✓' /' c0 ROOF: 2,562 S.F.x 2/12 x 1.0 -427 C.F. REQUIRED OWTS CAPACITY = 288 GPD Z CO PANE!- 1' i _ LAWN: 3,502 S.F.x 2112 x 0.10 =58 C.F. PROVIDED OWTS CAPACITY =500 GPD 38 I� --- ---3s- J TOTAL REQUIRED = 1,626 C.F. o LEACHING REQUIRED= 288 GPD/1.5 GPD/5F =192 SFSWA BLOWER +37.94 DRAINAGE PIPE PROVIDED VOLUME NOTE: ALL CONDUITS BETWEEN PANEL AND - i 8"-�-4' 8" LEACHING PROVIDED=10' DIA.x 8' DEEP POOL =338 SFSWA W \ +38.48 r � USE:LEACHING FIELD#1 TREATMENT TANK MUST BE SEALED TO PREVENT o 4000 P51 PRECAST CONCRETE (3)POOLS 10' DIA.x 8' DEEP = 1,642 C.F. GAS LEAKAGE INTO PANEL. w p {'' 1 TRAFFIC BEARING TOP SLAB +3 . 7 TRIBUTARY AREA#2=4,751 SF o A5 MF6. BY SUFFOLK CEMENT FOR WIFI COMMUNICATION DEVICE; +38.75 o D Z STORN � � OR APPROVED EQUAL. REQUIRED VOLUME USE ALARM/CONTROL PANEL MDL#1045040 � (�cJE i CONTROLLER G MFG BY SJE RHOMBUS 6"ROOF PROP TOR�`GEJ ROOF: 1,562 S.F.x 2/12 x 1.0 = 260 C.F. METER DRAIN PIET All, &5 G '--26„y ASPHALT/CONC.: 2,812 S.F.x 2112 x 1.0 =469 C.F. ALARM/CONTROL 39.62• UII.DIN r= �\ LAWN: 377 S.F.x 2/12 x 0.10 =6 C.F. INCOMIN6 SERVICE PANEL MDL#1041c1-12 CB#21 39.12 B �" gUTAP/ I N TOTAL REQUIRED =735 C,F. CONTROLLER "A" 39.12 �TRI RY "� 4000 P51 PRECAST CONCRETE MFG BY 5JE RHOMBUS s �RA 35.12 ,r ( m 40.50 gOUNDA i rn BOX AS MF6. BY SUFFOLK PROVIDED VOLUME IE= o s� FFE1 / rJo DEDICATED 0 o _.J k o CEMENT OR APPROVED EQUAL, USE:LEACHING FIELD#2 15 AMP BREAKER CONTROL PANEL MOUNTED - o N o " `~'� � �� _ ..-•--- "" � (2)POOLS 10' DIA.x 6' DEEP = 821 C.F. N 4'x4" PRESSURE -s 90 - 4(�. � DRAINAGE PIPE TREATED WOOD POSTS u o 40.40 37.70 CMF Q 120V AC, 10, &OHZ, 15 AMP POWER SUPPLY ti § - __ 37.92 } TRIBUTARY AREA#3=10,098 SF _ REQUIRED VOLUME #12-2 AW6 WITH 6ND IN I" PVC, CONDUIT 3 ��+ ,, -� -_L-- +39.37 I, ROOF: 3,124 S.F.x 2/12 x 1.0 =521 C.F. MAIN ' 3 o t0s � s91i __ FFL SERVICE ( INSULATED +� 1:. 1 �S�so 1 f II 4000 P51 PRECAST CONGRETE PANEL AIR WEATHER --- ELEC. CONDUIT °' i 11 u N BOTTOM SLAB W/ SUMP AS OWTS WIRING PER MFG. o Z STORY FRAME ASPHALT/CONC.: 348 S.F.x 2/12 x 1.0 = 58 C.F. € � BLOWER SISTANT o I ` I MF6. BY SUFFOLK CEMENT OR STONEBLEND:6,626 S.F.x 2/12 x 0.60 = 663 C.F. M BLOWER I Buz,EMOVED) HARDWIRE ENCLOSURE ING FIE6LD#Z CONCRp /�1 (TO BE REM 16 III APPROVED EQUAL. TOTAL REQUIRED = 1,242 C.F. 3 DE H OHD y VOLUME FIN. GRADE U5-.L510NDIA'X DEEP ().40 i/ 178.1` 16'oH° / o �2 I USE:LEACHINGFIELD#3 (2)PO N i 40.90 J t:Y '[RASH^'. �. � (4)POOLS 10' DIA.x 5' DEEP = 1,368 C.F. ELECTRIC SUPPLY N ASPHALY t o 404° # '=°+ I ., NGL=;'.3 062i7 + 22 TO BLOWER O �/ I _ _ o NOTE GROUND SJE RHOMBUS MAGIOOR FUJIGLEAN TO FUJIGLEAN ONEBI END �� 11 _FF 69 -Cp^ I.WALL REINFORCEMENT WILL NOT BE REQUIRED TO A DEPTH OF q'-O". CONTROL AIR BLOWER AERATOR OWTS SPLICE BOX 39•$$ Sj 3 .20 + cP % 2.DEPTHS GREATER THAN q'-O"SHALL HAVE WIRE FABRIC CONCRETE AIR LINE TO 39.38 __ PANEL ELECTRICAL SUPPLY FUJIGLEAN OWTS RDS ��\ - m REINFORCEMENT 5"xl2",I AND 2 MIN.VERTICAL WIRES-12"O.G.,I/2' MIN,COVER gOLLA ELECTRICAL ONE-LINE DIAGRAM CONTROL PANEL SLOWER +37.46 SPfEBLEND o H P SCALE: NT5 a.a 3 CATCH BA51 N 2 x 4 FLUSH GRATE 39.70 \` G FIELD#3 . a n 39.20 d p USE:1-EA, t)IA.xS DEEP NT5 SURVEYOR'S CERTIFICATION I �.#. 510 on,cry +mmg -1/2' VENTILATION PIPE .p +37.64,1,"' ,- t (�' e t2 y O (4)POOL !� R� N SCUM BAFFLE B CHAMBER Volume(gal) ; N 1 Sedimentation Chamber 277 - -I04 Q Anaerobic Filtration Chamber 278 3S.939.46 9 4 6 . ( ?f 3 7 69 �!C T © 52022 i1-10 Q3 Aerobic Contact Filtration Chamber 127 ` ( :C ` y n ECIRCULATION ® Storage Chamber 63 � ti^ 4 I µ ' Southold oAIR LIFT PUMP © Disinfection Chamber 4 - _ _�- Planning Board DISINFECTION Total Volume 749 _ {`� �`) „ y l.1 'r- © CYLINDER (OPTIONAL) IPF C G 0 35.75 r N 39. 7 ,0 4' INLET PI OUTLET PIPE WDF -- ----- _-_-_ _-_- ' SPECIFICATIONS 3g, 7 B#31 A 4 A Anaerobic Media PP/PE Filling Rate 32% 150.00 C 37.69 4,_0 . �: o GRATE" Board Type Aerobic Media PVC/PP/PE Filling Rate 16/0 69 DRAINAGE�33. ^I , �j�� / �V►-�„ ,I :..,•, ,;. � Aerobic Media PP/PE Filling Rate 57% PIPE �- �•• Blower 2.8 cfha S8�°16 50 HOWARD W.YOUNG,N. L.S.NO. 893 ` �` S'' ^ •> /f © AIR L LIFT PUMP Tank FRP \ 4+_�._„•, - INLET BAFFL i � CMF �- ,_,-•,,,� ,.�" 3 O � Piping PVC/PP/P)✓ ,�� _ 36.68 CAST IRON FRAME +# COVER -._..._---• Access Covers Plastic/Cast Iron ormerly GAMPBELL FOUNDRY, PAT. NO. Disinfectant(Optional) Chlorine Tablets / t noW or f n Robert G• 100-TO OR APPROVED EQUAL MAP PREPARED FOR RECIRCULATION PIPE LOW BAFFLE /2' AIR INTAKE - I John Bohn, Bohn ON INSPECTION POOL ONLY. FLOW OPENING (TYP. (CLEANING OPENING) B ' - ' RobertBohn&Carol Ann PRECAST CONCRETE PECONIC WATERSPORTS PLAN VIEW I TRAFFIC BEARING 5LAB AS --DISINFECTION 4' MANHOLE ormerlY MF6. BY SUFFOLK CEMENT a 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP CYLINDER (OPTIONAL) now or f Co.,LLC 1 OR APPROVED EQUAL. at Southold, Town of Southold ccr• LOW OPENING QuQd Enterprj$eSI Suffolk County, New York I a N 1'-0 - -2' CARD TYPE GRADING & DRAINAGE UTI o n CONTACT MEDIA 1-1/2" WEARING COURSE Eat LM PLAN t r _- r 2-1/2" BINDER COURSE 2" STONE BLEND y p 55 Block 05 Lot 9.1 o FIN. GRADE Count Tax Ma District 1000 Section n © CONCRETE HEADER PAVEMENT GROUT AROUND �( ® ENTIRE PIPE U MAP PREPARED AUG.09,2022 5'-5' O O 5'-5' ASSEMBLY LATION 24"� + SURFACE Q Q Record of Revisions ASSEMBLY u j PRECAST CONCRETE REVISION DATE 4'-a ' a'-2 ' DRAIN RINGS AS MFG. v ASPHALT , STONEBLEND tt) PAVEMENT = > = - Q BY SUFFOLK CEMENT © 3 u - PAVEMENT o e• ➢ N `� ❑® OR APPROVED EQUAL. EROHIC MEDIA 6"X 6" WIRE MESH `P• I�❑❑ '�%',`'; � REINFORCEMENT • ,_ - ' k CONCRETE CURB 4000 P51 ®❑ ERATION ASSEMBLY �6' RECYCLED CONCRETE EXPANSION JOINTS 20' O.G. 6 RECYCLED CONCRETE 6 STABILIZED BASE COURSE Z W SECTION A-A VIEW SECTION B-B VIEW BASE COURSE SOIL BASE ti -10, SECTION • �o" STABILIZED SOIL BASE 6" STABILIZED SOIL BASE m 6W EL 20 0 10 20 40 60 a I/A OW7`5 MDL. GEN-5 MFG. BY FUJIGLEAN U5A ASPHALT PAVEMENT SECTION CONCRETE HEADER STONE BLEND PAVEMENT SECTION CONCRETE CURB LEACHING POOL Scale: 1" = 20' NTS NT5 NT5 NT5 DWG. o2z °i353 p 2 OF 2 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION TNDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 15 PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)4,CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. N 400 Ostrander Avenue, Riverhead, New York I1101 tel. 651-127.2505 fax. 651.727.0144 / admin®youngenglneering.com N Howard K Young, Land 5urve or Thomas G. Wolpert, Professional Engineer s '1 / \ Douglas E. Adams, Professional Engineer Robert G. Tast, Architect Robert 5tromski, Architect o / NoR�NROP // \\ „5. SITE DATA 1 / \\ TOTAL AREA = 37,123 SQ. FT. USA DRIVE '1 1 / ZONING USE DISTRICT =B(GENERAL BUSINESS) LU e 1 / i 1000-55-2-24.2 1 1 KEY MAP \ / 1 / i� 1 ,ice .41 \ / // \ 1 I 1000-55-2-22 / / \ 1 / / 1000-55-6-8 1000-55-2-21 1000-55-5-12.2 — �/ I 00, LU 1 � - ' _ W \ _ 1 1000-55-2-20 � �• � � 1 1 _ � - _ � I � I 1 1000-55-6-9 1000-55-2-24.4 �A ,,/ R.?1bo• I L U I 1 1000-55-5 11 1 ( ) N � 1 A I OCA 1 1 1 f000-55-5-12.1 I H 1 _ _ 1 / � 1000-55-5-10 1 ' 1 I O 1 1 I I I ca I 1 200' R,hD I U5 OWNERS OO° _ �_ 1000-55-6-10 VILLAGE OF SOUTHOLD LLG KENNETH NORGR055 2000 HOBART ROAD 2555 80155EAU AVENUE 1 / / SOUTHOLD,NEW YORK IIg71 SOUTHOLD,NEW YORK IM7I 11 I (I USE 5M BL.D) (I FAMILY RES) 1000-55-2-21 1000-55-5-12.2 VILLAGE OF SOVTHOLD LLG T5C HOLDIN65 LLG 1 1 2000 HOBART ROAD G/O TOM MaCARTHY 11 / i — — — SOUTHOLD,NEW YORK Ilg7I 46520 ROUTE 45 1 1000-55-5-13 1 I (VACANT COMM) 5OUTHOL.D,NEW YORK 11471 (RES VACANT LAND) 1000-55-2-22 1000-55-5-7 a, - 2JOE5 LLG 1000-55-5-13 / � 1 �p 'Co 519 FIRST STREET JOHN J.OUINN 4 TERESA E.OUINN 01 _ 6REENPORT,NEW YORK IN44 2135 B0155EAU AVENUE ((5A5 STATION) SOUTHOLD,NEW YORK II471 1 (I FAMILY RES) 11000-55-6-i1 1000-55-2-25 IFE5T05 LLG 1000-55-5-14 2250 WILSON AVENUE ROBERT 6.BOHN 4 ROBERT J.BOHN 1 1 BRONX,NEW YORK 104611 PO BOX 55 (I USE 5M BLD) PECONIG,NEW YORK IIg58 / ' I ' l000-ss-s-7 (I FAMILY RES) 150•00 THOMAS J.WCARTHY 1000-55-5-15.2 / 1 , / I I r 46520 GR 48 DANIEL Mc6UNN16LE 4 DIANE Mc6UNN16LE a SOUTHOLD,NEW YORK I1671 2555 BOISSEAU AVENUE 0 USE 5M BLD) SOUTHOLD,NEW YORK 11971 0 FAMILY RES) q 1000-55-5-10 o SOUTHOLD MEDICAL ARTS BLDG 1000-55-5-I'T 1000-55-6-12 SURVEYOR'S CERTIFICATION G/O SGOTT SHEREN QUAD ENTERPRISES Co LLG \ / I 1 ' 57 MIPPOORNULL LANE PO BOX 67 \EAST OUO6UE,NEW YORK I1442 6REENPORT,NEW YORK 11-144 S I _ ' — 1 (I USE 5M BLD) (VACANT FARMLAND) 1 1000-55-5-14 N O - ; MERMAIDS ROCK LLG 217 MONSELL PLACE 6REENPORT,NEW YORK IN44 M ,. (I USE 5M BLD) Cq 1 \ d 500 iZAD I U5 OWNERS I\ \ , _ 1000-55-2-24.4 1 \ I __ _ �' / I 1 / HOWARD W.YOUNG Y.S.L.S.N0.45893 `o / 1000-55-6-13 FERRELL6A5 LP \ � L— __— I / ATTN: OPERATING TAX DEFT. \ ��, 1 ,.�'�" I I LIB PLZ Mr �- LIBERTY,MISSOURI 64068 1, \ 1000-55-5-17 1000-55-5-I5.I MAP PREPARED FOR 2555 5 JOKES 4 DIANE McGUNNIGLE 2355 \ 1 / 015155EAU AVENUE \ 1 1 SOUTHOLD,NEW YORK IIzMI Y 1000-55-5-16 HARRY' PECONIC WATERSPORTS E.SGHLAGHTER \ � � I 2055 OLD EAu AVENUE souTrloLD,NEW PORK 119"tl 5000-55-5-15.1\ at Southold, Town of Southold e \ 1 / I M AULA �$ PAULA 5 Suolk County, New York 3150 B01S5EAU AVENUE.GROTEAU 4 MARKIS R.GROTEAU / � � ' \ 1000-55-5-15.2 ff 1 o SOUTHOLD,NEW YORK 110171 \ \ N 1000-55-6-Q ' / I RADIUS MAP \ I / y 4q W WN OODLA AVENUE E Gaunt TaX Ma i EAST MORIGHES,NEW PORK IIQ40 \ I/ I a 1000-55-b-I O \ \ I y p District 1000 Section 55 Block 05 Lot 9.1 RrE 1 _ I — ---- \ I 1 --I r VICTOR PEREZ d ANGEL PEREZ 2760 80155EAU AVENUE OCT ® a SOUTHOLD,NEW YORK 11�i71 '� � _ ��. —— '� / I 5 2022 MAP PREPARED SEPT.21,2022 \ I 1000-55-6-11 \ 1 --'� ` / I I I \ Southold-TownHELEN FINNE Record of Revisions 2670 50155EAU AVENUE 1 _ �- - - / I I Planning Board SOUTHOLD,NEW YORK 11971 I / REVISION DATE / I MICHAEL W.DRUMM PO BOX a SOUTHOLD,NEW YORK IIc"l 1000-55-6-13 N. JOHN R.SIMGIK 10520 MAIN ROAD EAST MARION,NEW YORK 110134 o I ��\ I �i� 1000-55-5-16 I 1 / I I 60 0 30 60 120 180 J \ q JOB NO. 2022-0135 I I I DWG. 2022_0135_radius-map 1 OF 1 OFFICE LOCATION. MAILING ADDRESS: Town Hall Annex �� , P.O. Box 1179 54375 State Route 25 �� ", Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) ° Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov WVY' PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 6, 2023 Mr. Martin D. Finnegan, Esq. P.O. Box 1452 Mattituck, NY 11952 Re: SEQR Determination - Peconic Water Sports 46770 Route 48, ±406' s/w/o Boisseau Avenue and CR 48, Southold SCTM#1000-55.-5-9.1 Zoning District: Business — B Dear Mr. Finnegan: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, June 5, 2023: WHEREAS, this site plan is for the proposed construction of a 2-story 9,652 gross sq. ft. marine sales, service, and storage facility (after demolition of an existing structure) on a 37,123 sq. ft. parcel fronting County Route 48 in the General Business "B" Zoning District, Southold; and WHEREAS, on December 19, 2022, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action was an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, the Planning Board performed a coordinated review of this Unlisted Action pursuant to 6 NYCRR Part 617, Section 617.7 of the State Environmental Quality Review Act; be it therefore RESOLVED, that the Southold Town Planning Board hereby declares Lead Agency status for the SEQRA review of this Unlisted Action; and be it further RESOLVED, that the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, hereby makes a determination of non-significance for the proposed action and grants a Negative Declaration. Peconic Water Sports Page 2 June 6, 2023 Enclosed is a copy of the Negative Declaration for your records. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, 64 LjQ-QL Donald J. Wilcenski Chairman Encls. Southold Town Plannin Board Work Session —June 5 2023=Pawge 2 4:00 p.m. —Applications Location: e 4677 nic Watrrts S CTM#.... 1000 55 5 9 1 �► , Pro ect Nlame._. ... U Pec ersta 0 County Road 48, Southold _.. ..__µ__ . Description: This site plan is for the proposed creation of a 7,535 sq. ft. marine sales, service, and storage facility, including the demolition of an existing building, on a 37,123 ct.._µw..p? e ... _iness "B" Zoning District. _..,..._.' ft arcel in the General Bus to s Pending. ._.._..__.,._ ._� _........�.. ___..a _. . ._ ._...Referral R __.. QRA Review _,.. i�.Attachments: Staff ff Repo . .. �� . .� Project_Nome Arrow Horse Farm _µ SCTM# 1000 83 2 9 3 P Location"._. m _...._ , _ _ a 45 r g._. _ . ng Description: This agricultural site a is for th e e�. . .�.� ......... . _. proposed construction of an 8,064 sq. ft. building for the keeping, breeding, raising and training of horses with eighteen stalls and no basement; a 1,800 sq. ft, agricultural storage building, two 240 sq. ft. run-in sheds with supporting parking and driveway access on ±17.02 acres with Southold Town Develop RNgttt min the A-C/R 80 Zoning District. Lion Pevee ination Action ReviewµforDeterm .... .. ..... ....._.. .. .._ ..... ............-� ._. Report Attachments: .Staff........ ............ .... _. _......... . w... ... . ... __....wwww_w— Project Name: Paul's Lane & Leon Petroleum SCTM# l 1000 _ . . ........_..... M .. • -7445 & 7.1 ... . ion Location: On the s Resubdivis This /e corner proposes to transfer 31,9 . _ ........_._ __.......� Description; � This resubd orner of CR 48 and Paul s 31,914 sq.ft. from SCTM#�1000-74.-4-5 to SCTM#1 000-74.-4-7.1. Lot 5 (Parcel 1) will decrease in area from 2.7 acres to 1.9 acres, and Lot 7.1 (Parcel 2), will increase in area from 0.8 acres to 1.5 acres. Parcel 1 will be entirely in the B zoning district. Parcel 2 will consist of _8 cl ft_ of B-zoning, and 15, 00 % f�k:. of I_ zonin111g. _..w ._....... Pend..... 50 9 Action: Referral Review & Review for Conditional Determination achments:_ _ C Project Name Flower& Flores Agricultural Storage TM# 1000 55-2-10 3 & Buildi 10.4 ._...... Location. wwwwµ. _.�. .48455 C48,-.Southold ._...w.._.. Description: This agricultural site plan application is for the proposed construction of a 3,125 sq. ft. agricultural storage building and 4 hoop houses, on a 5-acre parcel in the AC Zo ning District p Status ._ -_m.. n d-_ .—. m. _.w_.. ...� _w.... Action: ion Referral Review & Review for De termination n. ation Attachments. Staff Report ....._ ._ Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review Date: June 5, 2023 Prepared By: Mara Cerezo I. Application Information Project Title: Peconic Water Sports Applicant: 46770 Route 48 LLC Date of Submission: October 5, 2022 Tax Map Number: 55.-5- 9.1 Project Location: 46770 Route 48 Hamlet: Southold Zoning District: B II. Description of Project Type of Site Plan: Retail Business Acreage of Project Site: ±0.85 Acres (37,123 sf) Building size: Original application: 10, 333 sq. ft. Revised plan: 9,652 sf This site plan is for the proposed construction of a 9,652 sq. ft. marine sales, service, and storage facility, including the demolition of an existing building, on a 37,123 sq. ft. parcel in the General Business "B" Zoning District, Southold. III: Context 1. General Business (B) District: § 280-47 Purposed The purpose of the General Business (B) District is to provide for retail and wholesale commercial development and limited office and industrial development outside of the hamlet central business areas, generally along major highways. It is designed to accommodate uses that benefit from large numbers of motorists, that need fairly large parcels of land and that may involve characteristics such as heavy trucking and noise. 280-48 (B): Uses permitted by special exception by the Zoning Board of Appeals. (12): Public garages, gasoline service stations, new and used motor vehicle lots, vehicle sales and rental, including the sale of recreation vehicles and trailers and boat sales, with accessory repair facilities, all subject to the following requirements: (a) Entrance and exit driveways shall have an unrestricted width of not less than 12 feet and not more than 30 feet and shall be located not less than 10 feet from 1 any property line and shall be so laid out as to avoid the necessity of any vehicle backing out across any public right-of-way. (b) Sale of used vehicles or boats shall be conducted only as accessory to the sale of new vehicles or boats. (c) Vehicle lifts or pits, dismantled automobiles, boats and vehicles and all parts or supplies shall be located within a building. (d) All service or repair of motor vehicles, other than such minor servicing as change of tires or sale of gasoline or oil, shall be conducted in a building. (e) The storage of gasoline or flammable oils in bulk shall be located fully underground and not less than 35 feet from any property line other than the street line. (f) No gasoline or fuel pumps or tanks shall be located less than 15 feet from any street or property line. (g) No gasoline service or repair shops or similar businesses are to be located within 300 feet of a church, public school, library, hospital, orphanage or rest home. 2. Town Comprehensive Plan: From the Vision Statement: "Future planning shall be compatible with existing community character while supporting and addressing the challenges of continued land preservation, maintaining a vibrant local economy, creating efficient transportation, promoting a diverse housing stock, expanding recreational opportunities and protecting natural resources." Chapter 4 Transportation: The proposed project site is located on a high-volume roadway with greater than 10,000 daily vehicle trips along that section of CR-48. Traffic implications including flow into and out of the site should be analyzed during site plan review. Chapter 5 Community Character: In 1992, the New York State Legislature recognized and identified New Suffolk County Route 48 as a Scenic Byway through the New York State Scenic Byways Program. This transportation corridor is representative of the region's scenic, recreational, cultural, natural, historic, and archaeological significance. Two key objectives to consider when reviewing the proposed project include: «► Objective 1.2.A — Manage Important Scenic Resources: Avoid or minimize the impacts of structures or activities that introduce visual interruptions to important scenic resources. 2 • Objective 1.4— Enhance scenic qualities through design standards and innovative site planning and architecture in public and private development projects. Chapter 6 Natural Resources: Southold Town includes many valuable natural resources and important ecological areas. A primary goal of the town is to conserve water quantity. The potable water supply in the Town is limited, and without conservation measures, the supply of potable water in the aquifer is strained, especially in times of drought. The Suffolk County Water Authority provided comments on how to encourage water conservation for the proposed project. Chapter 7 Economic Development: This chapter addresses economic development that is appropriate for Southold. This project is consistent with two of the five goals established in the chapter, including: • Goal 1 — Encourage New and Facilitate the Growth of Existing Business Sectors that Pursue Stable and Sustainable Employment: This includes agriculture, aquaculture, health care, renewable energy, tourism, light industrial, retail/service-based, and the maritime-related industry. • Goal 5 — Preserve, Encourage, and Continue to Support Existing and Future Maritime Uses as an Important Business Sector within the Town's Economy: This includes fishing related industries, marine trades, marine biology, marinas, recreational boating support uses, and related uses. • In addition, Goal 2 calls for projects such as the proposed to be encouraged to be developed in such a way that does not compromise the unique character of the town. The revisions proposed by the applicant to the original plans are headed in the direction of being consistent with this goal. 3. Zoning Board of Appeals (ZBA): • Pursuant to § 280-48 (13)(12), special exception approval is required. • In addition, a variance for the linear footage is required pursuant to § 280-50 (C). The proposed structure with 78.1' of linear footage on the North Road is over the code allowance of 60'. • The ZBA held a public hearing on November 3, 2022. The hearing was closed subject to SEQRA determination from the Planning Board. Planning Board will take Lead Agency under SEQRA and coordinate with the ZBA as an involved agency. • Revised plans, if required by the Planning Board, will also need to be submitted by the applicant to the Zoning Board of Appeals 3 4. Project Timeline Milestones: • 12/19/22 —Application found complete except for building elevations. • 2/3/23 — Building Elevations and Renderings submitted via email. • 2/6/23 — Public Hearing held & closed. No submitted comments. • 3/9/23 —ARC Meeting • 3/24/23 —ARC comments received on original plan • 3/30/23 — Reviewed potential impacts with applicant's agent. Requested truck template and photo simulation to better understand visual impacts. • 4/25/23 — Revised plans with truck template and elevations submitted digitally via email. • 5/15/23 - Photo Simulations provided digitally via email. • 5/22/23 —ARC Special Meeting. Reviewed revised plan. Applicant submitted paper copy of revised site plan, photo simulations, renderings, and elevations. 5. State Environmental Quality Review Act(SEQRA): The proposed action is Unlisted under SEQRA. IV. Analysis of Ori in l Plan dated December 12, 2022: 1. Existing: a. Parcel is ±0.85 acres with a 2-story frame existing building that is planned to be demolished. i. A topographic survey showing the existing conditions and contours on site has been provided. b. Surrounding land: i. North: County Route 48, opposite B zoned parcel with commercial plaza ii. East: one B zoned parcel with existing commercial/business, and one split zoned R-80/R-40 parcel with a single-family dwelling. iii. South: one split zoned R-80/R-40 parcel with a single-family dwelling. iv. West: one B zoned parcel with commercial plaza 2. Proposed construction for Site Plan dated December 12, 2022: a. A two-story 10,333 sq. ft. marine sales, service, and storage facility. This includes office space, restrooms, sales/service area, storage space, and a second level loft area for additional marine storage. 4 b. Access: An asphalt U-shaped driveway with two points of entry/exit is on the north side of the parcel off of North Road (County Route 48). The westerly entrance is 22' wide, and the easterly entrance is 20' wide. Both are the required 10' distance from adjacent property lines, per §280-48(B)(12)(a). c. Parking: 19 parking stalls are proposed, four in the front yard (one of which is ADA) are on asphalt and 15 in the rear yard are on a stone blend surface type. Mountable curbs are noted. d. Grading and Drainage: Calculations provided. Roof drains and catch basins are directed toward three distinct leaching field areas with a total of 9 leaching pools. Details provided for review by Town Engineer. e. Utility Plan: Water and electric services come in from the North Road to the western side of the building. 3. Bulk Schedule/Code Requirements -Site Plan dated December 12, 2022: General Business (B) District a. Lot size Total lot area minimum = 30,000 sq. ft. Lot size for proposed project = 37,123 sq. ft. Maximum lot coverage = 30% Proposed lot coverage = 20.3% b. Landscape coverage Minimum required: 35% Proposed: 35.4% c. Setbacks ...� d _ ........... .Pro osewmmmbuildi .,._ .Required. Provided Front...ya..rd_...._.w. �.__..... Variable* (65...1' 65 1 _ ..ww.__.. ;_ Side yard.. _......_ ....ww......25 ... w__ 25.5 Both side yards rtM_w 50' _..___._.... _._ 72, _w� w_. .._. Rear. ._._.. ... _._._._. ...3.5�..............._w_..wwwww-............m .76....____�w .__........._. * If the adjacent parcels are developed, the minimum front yard setback shall be the average of the setbacks of the adjacent parcels. Neighboring parcels have front yard setbacks of 62.6' (SCTM# 55.-5-7) and 67.5' (SCTM# 55.-5-10) for an average of 65.1'. 4. Parking -Site Plan dated December 12, 2022: a. Required pursuant to § 280-78: • Boat and marine engine repair and sales: 1 per 250 sf of gross floor area. 5 o 2744 sq. ft = 250 sq. ft. = 11 stalls • Storage building: 1 per 1000 sf of gross floor area. o 7589 sq. ft. . 1000 sq. ft. = 7.5 or 8 stalls + Total required = 19 stalls • Total proposed = 19 stalls (including one ADA) b. Loading area pursuant to § 280-79(A)(3), one berth is provided at the required 15' x 45'. c. Parking lot surface type is asphalt pavement in the front and stone blend surface in the rear of the building. 5. Landscaping - Site Plan dated December 12, 2022: a. Planting plan along with plant material list is provided, including quantity, species, size & type, spacing, etc. b. Five (5) street trees are provided along frontage on North Road along with a 25' front landscaped area, in accordance with §280-93. c. Transition buffer areas abutting all residential districts are 25' in accordance with §280-94. These buffer areas include grass/ground cover along with Emerald Green Arborvitae Trees. d. A landscaped area is provided along the perimeter of each parking area with a minimum width of 4' in accordance with §280-95(B). e. Automatic underground sprinkler systems with rain sensors are to be provided for all proposed plantings and landscaped areas. Staff: A full review of the landscaping plan is included for the revised plans in the following section. 6. Sanitary - Site Plan dated December 12, 2022: Test hole details and soil boring location are shown on Sheet 2, "Grading & Drainage & Utility Plan". Project site is located within Groundwater Management Zone IV. a. Proposed Sanitary System: FujiClean CEN 5 I/A Septic System Staff: The Suffolk County Health Department will review sanitary system plans and sanitary flow calculations. 6 7. Exterior Lighting - Site Plan dated December 12, 2022: Six (6) exterior light fixtures are noted on the photometric plan. Details include: feature detail, quantity, lumens per lamp, mounting height, color temperature, location, and orientation. The photometric plan shows footcandle values. Staff: A full review of the photometric plan is included for the revised plans in the following section. V. Analysis Revised Plans - Proposed Site PlanDated Mayy118, 2023: w_ww The applicant submitted revised plans with notable changes, including reduced height and reduced size of building. See table demonstrating difference between the submitted plans, and further analysis below and following. 1. Table calculating difference between submitted plans. ................. __. .. _:.........._.w_. .._ w_W...... _....ww._._._.w.._.- ww____._........,_.._w._.w. ._._..............__... Orig inal Plan Submitted Revised May 2023 Difference December 2022 _ �._.w._ .,._._,w......... Marine Sales & 2744 sf 2651 sf -93 sf Service Area Marine Storage .... __.._.._...w...---- 4503 sf w_.____.................. 4281 sf -222 sf Area 1st Floor -.�........... ..._ Marine Storage Area 2"d Floor 3086 sf 2720 sf -366 sf Peak Roof 33' 11.5" 28' -5' 11.5" Height .......................... _. ....�w........... ................m�� Eave Height 29' 11.5" 23' 1.375" -6' 10 1/8" �. .. .............. Front Yard ..�...._ 65.1' 69.8' +4.7' Setback...ww.w_.._......,.. .w..._....................... .................... ...,,-...,..._..................._. ...........I.-....... Front Landscaped 25' 31' +6' Area Lot Coverage _ 20.3% 19.5% -0.8 percentage points .............. Coverage_...___.w..w__....__..5.4%w_... 36.9%.......... .. ............. ,...._�_.. ,,, .w. ..�..�ww..._.�..... .._ +1.5 percentage 3 points www. g _ ................� .w_._ _._ ww._.._... www_._.._.................._w_..... _....._............ ._. _..........._....._..............._w Parking Required 19 18 -1 parking space Parking Provided 19 18 -1 parking space 7 2. Bulk Schedule/Code Requirements - Proposed Site Plan Dated May 18 2023:. General Business (B) District a. Lot size Total lot area minimum = 30,000 sq. ft. Lot size for proposed project = 37,123 sq. ft. Maximum lot coverage = 30% Proposed lot coverage = 19.5% b. 'Landscape covera e Minimum required: 35% Proposed: 36.9% c. Setbacks Proposed building Required_ Provided_wIT _- Front..vard Variable* (65_�'�_._.. 69.8'w_._._............__ Sideyard ._._www__...._._......._ _....... ..25' ___._.. .-. .ww_. 25.4' _ _.._........... Both side v has �. 50'�..._..__w.._. 71.9'w� w......._._..........�. _ww.ww a rd _ _. ....... __. k � L. Rear Y............... ..................ww �_www_....3.5..... ...__. wwwww_.. .....m. w 76 ........__�................ * If the adjacent parcels are developed, the minimum front yard setback shall be the average of the setbacks of the adjacent parcels. Neighboring parcels have front yard setbacks of 62.6' (SCTM# 55.-5-7) and 67.5' (SCTM# 55.-5-10) for an average of 65.1'. d. Access: An asphalt U-shaped driveway with two points of entry/exit is on the north side of the parcel off of North Road (County Route 48). Both entrances are 22' wide, and the eastern exit is the required 10' distance from adjacent property lines, per §280-48(B)(12)(a). Staff: The western driveway entrance is no longer compliant as it does not meet the required 10' distance from adjacent property lines, per §280-48(B)(12)(a). This will need to be revised or addressed by the Zoning Board of Appeals. 3. Parkin - Proposed Site Plan Dated May 18 2023: a. Required pursuant to § 280-78: • Boat and marine engine repair and sales: 1 per 250 sf of gross floor area. o 2651 sq. ft . 250 sq. ft. = 11 stalls • Storage building: 1 per 1000 sf of gross floor area. o 7001 sq. ft. _ 1000 sq. ft. = 7 stalls • Total required = 18 stalls 8 • Total proposed = 18 stalls (including one ADA) b. Loading area pursuant to § 280-79(A)(3), one berth is provided at the required 15' x 45'. c. Parking lot surface type is asphalt pavement in the front and stone blend surface in the rear of the building. Staff: It is important to note that if the building use changes, the parking would need to be adjusted accordingly. Given the current size of the building and the overall lot size there may not be room for adequate expansion of parking areas should the use change in the future. If the Planning Board approves this plan, consideration should be given to place a condition on any change from the proposed business model, specifically boat sales and storage for boats of a particular size and type. See section on outdoor display and storage for further comments related to designated parking areas. 4. Truck Template: A Truck Template is shown on the "Lighting & Circulation Plan" on Sheet 3 of 4. The plan shows the vehicle steering angle and pathway in addition to a circulation plan for how a semi-trailer will manage the entrance and exit driveways for the site. Staff: Based on the truck template that is shown in the circulation plan it does not show that the concrete over-run areas are necessary. If these are deemed necessary to allow for safe entrance/exits for larger vehicles/trucks then utilizing grass pavers (or a similar product) is preferred, rather than concrete over-runs on the front landscaped area. 5. Landscaping - Proposed Site Plan Dated May 18 2023: a. Planting plan along with plant material list is provided, including quantity, species, size & type, spacing, etc. b. Three (3) street trees are provided along frontage on North Road along with a 25' front landscaped area, in accordance with §280-93. c. Transition buffer areas abutting all residential districts are 25' in accordance with §280-94 (B). These buffer areas include grass/ground cover along with Emerald Green Arborvitae Trees. Pursuant to §280-94 (C) The buffer area shall be of evergreen planting of such type, height, spacing and arrangement as, in the judgment of the Planning Board, will effectively screen the activity on the lot from the neighboring residential area. As a minimum, the planting shall consist of a double row of trees six feet in 9 height planted at intervals of 10 feet on center. Nonevergreen planting may be included to supplement evergreen planting, but not to take its place. d. Pursuant to §280-94 (D), a landscaped earthen berm, wall or fence of a location, height, design and materials approved by the Planning Board may be accepted for any portion of the required planting and/or buffer area. e. A landscaped area is provided along the perimeter of each parking area with a minimum width of 4' in accordance with §280-95(B). f. Automatic underground sprinkler systems with rain sensors are proposed for all plantings and landscaped areas. Staff: Applicant needs to move proposed street trees out of the right of way, and place them on the subject property. Applicant needs to include at least one shade tree of not less than two-inch caliper for every 40 feet along the perimeter of the parking areas in accordance with §280-95(B). Applicant needs to include a double row of evergreens to effectively screen the residential zoned parcels. To further enhance the transition buffer, a 6' stockade fence along the residential zoned parcels would provide more consistent screening since deer browse up to 5-6' which can decrease foliage. Applicant should increase screening on eastern side of building, including 1-2 larger deciduous trees. This may require the relocation of the drainage structure indicated on the site plan. In addition, there should be increased screening on the western side of building within the proposed grassy area. The proposed Planting Schedule includes some native plants (i.e., Sweet Gum, Northern Red Oaks), however there are also water-intensive or non-native species (i.e., Blue Hydrangea, Diana Rose of Sharon, etc.). Overall, it is strongly recommended that the applicant consider more draught-tolerant and native species for all trees, shrubs, flowers, and grasses/groundcover. 6. Sanita - Proposed Site Plan Dated May 18 2023: Test hole details and soil boring location are shown on Sheet 2, "Grading & Drainage & Utility Plan". Project site is located within Groundwater Management Zone IV. a. Sanitary System: FujiClean CEN 5 I/A Septic System and one leaching pool. 10 Staff: The Suffolk County Health Department will review sanitary system plans and sanitary flow calculations. 7. Exterior Lighting - Proposed Site Plan Dated May 18 2023 Six (6) exterior light fixtures are noted on the photometric plan. Details include: feature detail, quantity, lumens per lamp, mounting height, color temperature, location, and orientation. The photometric plan shows footcandle values. Staff: Overall, the proposed lighting plan is not in compliance with Town Code Chapter 172, and requires corrections addressing all of the points below: a. Required pursuant to §172-5 (C)(2): + Maximum lumens permitted for commercial uses: 25,000 lumens per acre o Total lumens allowed = 25,000 lumens x 0.85 acres = 21,250 o Total lumens proposed = 22,272 Based on this calculation the proposed lighting plan exceeds the lumens per acre by 1022 lumens. �► When reducing the total lumens, the applicant should consider the site's total lighting needs such as the location of lighting fixtures (i.e., no light is currently shown by the entrance door) and lighting for any future signage. b. Pursuant to §172-5 (B)(2), "All existing and/or new residential, commercial, institutional and utility exterior lighting shall not cause light trespass and shall protect adjacent properties from glare and excessive lighting". �► Based on the submitted photometric plan, light trespass is occurring along adjacent property lines. c. Pursuant to §172-5 (C)(1), "The maximum illuminance at the property line of a parcel that adjoins a residential parcel or public right of way may not exceed 0.05 footcandle. The maximum illuminance at the property line between two nonresidential properties is 0.1 footcandle." • There are numerous locations along each property line where the maximum illuminance exceeds the allowed values, including: 0 10 locations at the western border; 0 7 locations at the southern border which abuts a residential parcel; 0 5 locations at the southeast border which abuts a residential parcel; and 11 o Though the northeast border does not show footcandle values at the property line; the values that are displayed show 5 locations that exceed the maximum illuminance allowed by Town Code. d. In addition to corrections as noted above further details are re uired to determine full compliance with Town Code. • Pursuant to §172-8 (B)(5), site plan applications must demonstrate the types of timing devices used to control on/off and the hours set for illumination, as well as the proposed hours when each fixture will be operated, in order to determine compliance with §175-5 (A)(2). • Pursuant to §172-8 (B)(7), site plan applications must include the total lumens for all fixtures. • Pursuant to §172-8 (B)(9), site plan applications must include lighting manufacturer specifications ("cut sheets") with photographs of the fixtures, indicating the cutoff characteristics of the luminaire to determine compliance with Town Code. 8. Exterior Si na e - Proposed Site Plan Dated May 18 2023: A sample sign is shown on the elevations and renderings submitted in May 2023, but has not been formally proposed. Staff: Any proposed signage is subject for review by the Planning Board. The applicant may choose to propose and submit specifications for signage for review with the active site plan application, or come back to the Planning Board for review and approval prior to permitting and installation. When preparing signage please review Southold Town Code, including but not limited to: o § 280-82: General design principles. o § 280-85 (D): Freestanding signs. o § 280-85 (D)(5): The sign shall be set back not less than 15 feet from the pavement or five feet from the sidewalk, whichever is greater. Under no circumstances shall the sign be placed in the public right-of- way. o § 280-85 (N) (1-8): Wall Sign specs. o § 280-86 (C): Signs allowed in business areas (B zone). o § 280-87: Sign illumination. 9. Outdoor Display or Storage, .. Proposed Site Plan Dated May 18 2023: There is currently no outdoor display or storage area shown on the site plan. 12 Staff: If the applicant plans to utilize any outdoor display or storage area (even if on a temporary basis) it should be clearly shown on the site plan. Given that the proposed facility will have boats for sale and will also store boats, display and storage plans should be addressed and take into consideration any seasonal changes in staffing and storage needs. Pursuant to §280-118, temporary outdoor display or storage may be permitted outside the building temporarily each day during the hours of business. In all cases, the storage or display of goods shall not interfere with public access or egress and may not restrict the public right-of-way or be placed in the minimum- required landscape buffer areas. Pursuant to 280-119, long-term outdoor display or storage requires site plan approval. VI. Referral Agency Comments - Site Plan dated December 12 2022: (Note: Agencies marked with an asterisk(*) will require a new referral.) Architectural Review Committee (ARC)* • The site is located prominently on County Route 48 in a context of small, clustered, low-rise retail spaces. • The proposed building includes sales, service and storage space totaling over 10,000 sf. The ARC views this project as retail space that is well above the maximum 8,000 sf allowable under §280-48(A)(2)(a). • The proposed building massing is too large for this location and not compatible with nearby development. Exterior elevations need more articulation for better pedestrian scale. Warehouse-type 30 ft high structures for boat sales, service & storage should be located near other similar structures, near water, and/or screened from major view shed. • The ARC notes that pre-finished standard corrugated metal siding is not an allowable building material in B districts for retail. • The buffer area on CR-48 should include more landscaping to prevent area from being used as overflow parking or boat storage. • Exterior signage and lighting plan with exterior light fixture specifications should be part of final ARC submission. • ARC recommends that this preliminary project submission be disapproved, and requests that the applicant revise and resubmit the project. Code Enforcement • There are no open violations on this parcel. 13 Fire Marshal • IFC 503.3 and IFC D103.6 "No parking, fire lane" signs shall comply and be used in accordance with IFC D103.6.1 roads 20-26 feet and IFC D103.6.2 roads 26+ feet. • Additional exit may be required in the front of the garage portion. Office of the Town Engineer* • The applicant must obtain a permit from the SCDPW for the curb cuts associated with the development prior to final approval. • The stormwater calculations for Tributary Area #3 must utilize a runoff coefficient of 1.0 for the Stone Blend Pavement unless it is specifically engineered to be pervious. Revise the drainage calculations and provide additional structures, as necessary. • The symbol for the cast iron clean out cover for the easternmost leaching pool serving Tributary Area #1 is located north of the structure. • Revise the Asphalt Pavement Section and Stone Blend Pavement Section details to state that if the Recycled Concrete Aggregate (RCA) is to be utilized it must be NYSDOT Specification RCA. • The final plans must show the location of and details for all erosion and sediment controls including, but not limited to, the construction entrance, silt fencing, concrete washout area, and soil stockpile areas. Local Waterfront Revitalization Program (LWRP) • The proposed project was found to be consistent with LWRP policies 1, 3, and 5.5. • 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. o The proposed use is not discordant with the current commercial uses within the area. The redevelopment of the site with parking in the rear (except ADA compliant) supports the Suffolk County Route 48 NYS Scenic Byway designation and revitalization of underutilized properties. o The future display of merchandise (sales) and storage of vessels in the front yard should be addressed in any decision. Designated display areas should be clearly marked on the site plan. • To further Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. The parcel is located south of Suffolk County Route 48, a NYS-designated Scenic Byway. The following is recommended to retain and improve the scenic character of the roadway. o Relocate parking spaces (2 stalls) located in the front yard to the rear of the building; o The parking of commercial vehicles should be limited to the rear of the parcel; o Signage should be limited including temporary flag signs. 14 • To further Policy 5.5. Protect and conserve the quality and quantity of potable water, the following best management practices are recommended in landscaped areas: ■ Require the use of native, drought-tolerant plants in landscaping. • Require only the use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture. • Require a maximum of 1 lb. of nitrogen per 1,000 square feet in any one application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year. • Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1st and April 1st. • The use of phosphorus-containing lawn fertilizer is prohibited unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers. The number in the middles is the percentage of phosphorus in the product, e.g., 22-0-15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. • Wire-friendly street tree species are recommended instead of the specified Northern Red Oak and Sweet Gum species with large growth habits. Suffolk County Department of Public Works* • A permit from the SCDPW will be required pursuant to Section 136 of the Highway Law for the proposed access and any improvements that SCDPW deems necessary along the County right-of-way. • Before a permit is issued by SCDPW for these improvements, documentation pursuant to Section 239F of the NYS General Municipal Law must be forwarded to SCDPW from the Town Building Department for review and comments. • An Impact Fee will be required. • Revise plan to show the removal of existing concrete aprons and the installation of two 20LF wide commercial street type access with full depth asphalt pavement (consisting to 6" base, 4" binder, and 2" top course), concrete curbs with 30FT curb return radii and pedestrian ramps per ADA requirements. • All sidewalks, driveways, and handicap ramps must meet ADA compliance. Refer to NYSDOT Standard Sheets for Ramps and Driveways. Plans must show grades at driveways, ramps, and sidewalks to provide compliance. • Note replacement of all broken curb and cracked, broken, or non-compliant sidewalk. • Per email, May 2023, Ken Dantzig noted: • They will require one-way driveways — one being an entrance (the western one), and exit only on the eastern driveway. Also, they need arrows in the driveway indicating direction of travel. 15 • They will need signage and arrows. Here are the specs for the signs: • Two(2) Do Not Enter signs with their sides facing inwards on either side of western driveway. On eastern side: A Stop sign and two (2) Do Not Enter signs facing out. • Specification: Four of the Spec. Number R5-1 Do Not Enter signs at 3000" • Stop sign Spec. Number R1-1 at 3000" Suffolk County Planning Commission • The SCPC considers the proposed site plan as a matter for local determination as there appears to be no significant county-wide or inter- community impacts. Suffolk County Water Authority • The proposed project would not appear to have any adverse impacts on SCWA's water quality; however, the agency would like to see irrigation demands reduced as a means of conservation. • SCWA strongly encourages the applicant to use the latest water conservation technology in irrigation controls that include rain sensors and pressure regulating sprinkler heads to best mitigate the additional demand. • SCWA also recommends a low maintenance vegetative plan that will reduce the amount of fertilizers/pesticides applied on site and at the same time reduce the amount of irrigation needed to sustain the vegetation. • Irrigating during the hours between 7:00pm and 12:00am is strongly encouraged to help SCWA better meet peak demand. Southold Fire District • The Board of Fire Commissioners reviewed the proposed site plan and found that there is adequate fire protection for this property. • If any changes occur to the property or to other property in the immediate area, the Board reserves the right to review the site plan. VII. Referral Agency Comments - Site Plan dated May 18 2023: Architectural Review Committee (ARC) • Overall footprint & bulk have been reduced, and are more acceptable. o Building front setback is increased by 4.7ft. o Peak roof height is lowered by 6ft. o Eave height is lowered by 6'-10" o Total GSF is reduced by 681 sf. (from 10,333 sf. to 9,652 sf.) • Horizontal lap siding is preferable to metal siding, and is recommended for the front and both east and west sides of the structure as drawn, (accompanying note should be revised). 16 • A general simplifying of architectural detailing is recommended including: o Replacing all stone veneer with stucco o Deletion of decorative shutters o Removal of west garage door decals o Simplified square column capital and plinth on stucco pedestal • Landscaping is improved, except ARC recommends deletion of infrequently used concrete over-runs, to increase permeable surface. Staff: Referrals of the revised plans will be sent to SCDPW and Office of the Town Engineer for final approval of the driveway design and drainage. Vill. Staff Analysis 1. Visual Impact Analysis: a. Staff conducted an analysis to review the streetscape of CR-48 from Youngs Avenue to Boisseau Avenue. The analysis compiled the following data points: linear frontage, height, roofline type, building square footage, lot size, architectural features, Site Plan approval date and related history. The analysis demonstrated the following: i. The overall size of the proposed project in relation to the size of the parcel is equivalent to the Fit Foods/North Fork Tile building in relation to its parcel (SCTM# 55.-2-18.1). ii. About half of the structures on this section of roadway include buildings that predate our current Zoning Code, and several others required either special exception or variances by the Zoning Board of Appeals. iii. The roadway includes a range of linear frontage lengths: from 33.9' to 220'. iv. Of the known building heights, the proposed project is the highest at 28', followed by Fit Foods/North Fork Tile at 26', and ProHealth East End Eye at 24.5'. b. Proposed Building Elevations (Sheet A-2) depict the architectural details and measurements for all sides of the proposed building. i. Horizontal siding ('Nichiha' Fiber-Cement Architectural Beveled Siding) along the proposed front, right side, and left side elevations. The proposed rear elevation is to remain the pre- engineered metal vertical panels. ii. A correction is needed for the proposed left side elevation as it is showing horizontal siding, but the accompanying note states it is 17 pre-engineered metal vertical panels. Based on return referral comments from the Architectural Review Committee for the plans dated May 18, 2023, it is recommended that the front, right, and left sides of the buildings utilize the horizontal beveled siding. c. Proposed Building Renderings: i. Sheet REND-1 depicts the proposed building from different perspectives. The secondary perspective shows the front and left side (east facing) as having horizontal siding. (See correction noted above as elevations and renderings should match the final design concept.) ii. Sheet REND-2 depicts the proposed building in street context. The submitted plans show two large trees in the front landscaped area that do not exist. Driveways are not depicted as drawn on site plan. iii. Sheet REND-3 depicts the proposed project from different approaches along CR-48, both west and east perspectives. d. Based on the renderings, elevations, and photo simulation the revised plans are more in keeping with the overall streetscape and variety of structures along this section of CR-48 with B-zoning. 2. SEQRA Analysis (See separate report.) a. SEQRA Assessment and Negative Declaration (attached) completed by Mark Terry, Assistant Town Planning Director. A SEQRA determination is scheduled on the Planning Board's Public Meeting agenda tonight. IX. Planning Board Items to Consider 1. Consider the recommendations of the ARC, 2. Accept the recommendations from the SCWA, as detailed above, as a means of water conservation, including: a. Utilizing a low maintenance vegetative plan. b. Providing additional details on proposed irrigation measures, including limiting irrigation to the hours between 7:00pm and 12:00am. 3. Accept the recommendations from the Town Fire Marshal, as detailed above, for fire protection and emergency access; a. The area adjacent to the front landscaped area must be clearly marked with "No Parking, Fire Lane". 18 4. Consider the staff analysis items, as detailed above, including a. Correct the western driveway entrance, so that it meets the required 10' distance from adjacent property lines per §280-48(B)(12)(a); b. Street trees should be wire-friendly and must be shown to be on the property and not in right of way; c. If over-run areas are necessary for the front landscaped area, then utilizing grass pavers (or a similar product) is preferable; d. A condition requiring an amended site plan for any change from the proposed business model (specifically boat sales and storage for boats of a particular size and type); e. Additional landscaping and corrections to Landscaping Plan including adding shade trees along perimeter of parking areas (§280-95B), increasing screening, and utilizing drought-tolerant and native species. f. Increase transition buffer landscaping to meet Town Code requirements, and further enhance buffer with a 6' stockade fence along the residential zoned parcels; g. Submit specifications for signage in accordance with Town Code, or require a condition that any signage must be reviewed and approved by the Planning Board prior to permitting; h. Additional details and required corrections to Photometric Plan; i. Submit plans on utilizing outdoor display or storage areas in accordance with Town Code; L Mark location of potential external display and storage on the site plan. j. Require additional details on business operations, specifically: i. Number of employees (year-round/seasonal). ii. Sizes and types of boats/equipment serviced. iii. Sizes and types of boats/equipment stored. 5. Refer the newly revised plans to SCDPW and Town Engineer for review. 6. SEQRA Determination. 19 OFFICE LOCATION• M MAILING ADDRESS: Town Hall Annex e� „� P.O. Box 1179 54375 State Route 25 �� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.s outholdtownny.gov , �Xx PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Peconic Water Sports SCTM#1000-55.-5- 9.1 June 5, 2023 Lead Agency—Southold Town Planning Board This site plan is for the proposed construction of a 2-story 9,652 gross sq. ft. marine sales, service, and storage facility (after demolition of an existing structure) on a 37,123 sq. ft. parcel fronting County Route 48 in the General Business `B" Zoning District, Southold. This determination was made with the following considerations: • 12/2022 Site Plan • 5/2023 Revised Site Plans and Truck Template • 5/2023 Photo simulation of build-out. • 5/2023 Southold Town Architectural Review Committee minutes 1. Impact on Land The proposed action is expected to have a low impact on the land. The parcel is .86 acres located within the General Business or (B)Zoning District and improved with a building and paved areas. The surrounding land use includes commercial development to the north across Suffolk County Route 48, east, and west in the B Zoning District, and a single-family dwelling on a split-zoned R-80/R-40 parcel. The purpose of the B Zoning District is as follows: General Business (B) District §280-47 Purpose: The purpose of the General Business (B) District is to provide for retail and wholesale commercial development and limited office and industrial development outside of the hamlet central business areas, generally along major highways. It is designed to accommodate uses that benefit from large numbers of motorists, that need fairly large parcels of land and that may involve characteristics such as heavy trucking and noise. The proposed retail use is on a parcel that abuts a major road in a commercially zoned area. Zoning Board of Appeals (ZBA) Special exception approval is required pursuant to § 280-48 (B)(12) for vehicle sales and rental, including the sale of recreation vehicles and trailers and boat sales. §280-48 (B) Uses permitted by special exception by the Zoning Board of Appeals. (12): Public garages, gasoline service stations, new and used motor vehicle lots, vehicle sales and rental, including the sale of recreation vehicles and trailers and boat sales, with accessory repair facilities, all subject to the following requirements: (a) Entrance and exit driveways shall have an unrestricted width of not less than 12 feet and not more than 30 feet and shall be located not less than 10 feet from any property line, and shall be so laid out as to avoid the necessity of any vehicle backing out across any public right-of-way. (b) Sale of used vehicles or boats shall be conducted only as accessory to the sale of new vehicles or boats. (c) Vehicle lifts or pits, dismantled automobiles, boats and vehicles and all parts or supplies shall be located within a building. A variance for the linear footage is also required. The linear footage of the proposed structure is 78.1' where a maximum of 60' is required by the Southold Town Code. On November 3, 2022, a public hearing was held and closed subject to SEQRA determination from the Planning Board. The proposed use is not discordant with the current commercial uses within the area. The site's redevelopment with most of the parking in the rear(except for handicapped) supports the Suffolk County Route 48 NYS Scenic Byway designation and revitalization of underutilized properties. An NYSDEC SWPPP will be prepared, and stormwater will be controlled on-site from all disturbed areas and impervious areas. The applicant shall contact the NYSDEC to determine the need for a SWPPP as indicated above. Nevertheless, all stormwater generated from this site is required to be disposed of on-site. Soils on site are comprised of Haven Loam HaA with 0-2% slopes and HaB with 2-6% slopes and are well drained. No agriculture occurs on site. The soils or landform characteristics pose no limitations on the redevelopment of the parcel. 2. Impact on Geolo ical Features There are no geological features on the parcel. 2 3. Impact on Groundwater and Surface Waters The parcel is located over a sole source aquifer and within Groundwater Management Zone IV, which allows 600 gallons of sanitary flow per acre. a. Allotted calculated sanitary flow is 516 gpd b. The required site sanitary flow is 360 gpd The required sanitary flow is below the allotted sanitary flow for the parcel. The applicant proposes installing the FujiClean CEN 5 I/A Septic Tank and one leaching pool; therefore, total nitrogen loads into the aquifer will be significantly reduced. Depth to Groundwater No groundwater was encountered to 17' from grade. To further Policy 5.5. Protect and Conserve the Quality and Quantity of Potable Water the following best management practices are recommended in landscaped areas: a. Require the use of native, drought-tolerant plants in landscaping. b. Require only the use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture. C. Require a maximum of 1 lb. of nitrogen per 1000 square feet in any one application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year. d. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1 st and April 1 st. e. The use of phosphorous-containing lawn fertilizer is prohibited unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers. The number in the middle is the percentage of phosphorus in the product, e.g. 22-0-15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. Water conservation measures for irrigation are proposed. Automatic underground sprinkler systems with rain sensors shall be provided for all proposed plantings and landscaped areas. The proposed action is expected to have a low impact on groundwater quality and quantity. There are no wetlands on the parcel or immediately adjacent to the parcel. The proposed action is expected to have a no to low impact on surface waters. 3 4. Impact on Flooding The parcel is not known to flood and is not a designated floodway. Further, the parcel is not located within a FEMA-mapped flood zone. The parcel's development will include installing gutters, leaders, drywells, and catch basins designed to handle up to a 2"rainfall. The proposed action is expected to have a low impact on flooding. 5. Impacts on Air Air pollution can harm human health, and damage elements of the ecosystem. Air pollution has numerous effects on human health, including pulmonary, cardiac, vascular, and neurological impairments. High-risk groups such as the elderly, infants,pregnant women, and people with chronic heart and lung diseases are more susceptible to air pollution. Children are at greater risk because they are generally more active outdoors and their lungs are still developing. Air pollutants are produced by many human activities. Most pollutants come from industries that manufacture chemicals and other goods, on- and off-road vehicles and power equipment, and energy facilities that burn oil, gas, or coal (NYSDEC). Fugitive dust is expected during the demolition of the existing structure on site, grading, and the construction period. These impacts will be low, short-term in duration, and related to the construction schedule.No significant fugitive dust will be generated form the operation s on- site. No adverse impacts on air quality are expected. 6. Impact on Plants and Animals Habitats are used by all fauna(insects, reptiles, amphibians, fish, mammals, birds) for breeding, hibernation, reproduction, feeding, sheltering, migration or overwintering. The habitats may be used year-round, seasonally, or on a transient basis (passing through the area or during migration.) For threatened and endangered animal species, modification of their habitats not only adversely affects the animals and their ability to survive, but could be considered a'take' which may require an incidental take permit under 6NYCRR Part 182, from DEC. The parcel is cleared and was once improved. This application will re-use a commercial- zoned parcel on a primary roadway. No wildlife habitat occurs on the parcel. The NYS DEC Environmental mapper was consulted on February 10, 2023. The parcel is not located within a specified layer nor identified as containing or could contain rare plants or animals. 4 Landscaping The applicant needs to include at least one shade tree of not less than a two-inch caliper for every 40 feet along the perimeter of the parking areas in accordance with §280-95(B). The parcel will be improved with five (5) street trees along the frontage on CR 48 and a 25' front landscaped area,per §280-93. The street trees should be wire friendly or relocated to not be under the wires during growth. Transition buffers 25' in width in accordance with §280-94 are required abutting all residential districts are shown and landscaped to provide screening. The buffer areas include grass/ground cover(Loft's Ecology Mixture) and Emerald Green Arborvitae Trees. The occurrence of a wildlife species, including protected species on the parcel, is expected to be low due to the size of the parcel, location,and past improvements. 1. . lm ,)act on aesthetic resources The proposed action will be visible from Suffolk County State Route 48, a state scenic resource seasonally and year-round. The proposed site des)g11 is expected to improve the current scenic view of the parcel with new construction,the addition of landscaping, and the placement of most of the parking area in the rear of the building. The size of the building is large; however, the architectural design is consistent with the surrounding area's character. Features, colors, and materials were added to soften the fagade and visually "break" the mass of the building. The Southold Architectural Review Board issued the following comments on the revised submission from 3/9/23: -Overall footprint& bulk have been reduced, and are more acceptable. -Building front setback is increased by 4.7ft. -Peak roof height is lowered by 6ft. -Save height is lowered by 6'-10" -Total GSF is reduced by 681 sf (from 10,333 sf. to 9,652 sf.) -Horizontal lap siding is preferable to metal siding, and is recommended for the front and both east and west sides of the structure as drawn, (accompanying note should be revised), -A general simplifying of architectural detailing is recommended including: -Replacing all stone veneer with stucco -Deletion of decorative shutters -Removal of west garage door decals -Simplified square column capital and plinth on stucco pedestal -Landscaping is improved, except ARC recommends deletion of infrequently used concrete over-runs, to increase permeable surface. -Lighting and signage are acceptable. 5 Placement of For Sale Service Vehicles The placement of vehicles for sale adjacent to the scenic byways detract from the visual quality of the road regardless of the use. Display vehicles for sale and service vehicles should be located to minimize visibility from the road traveler. Designated display pads are recommended to meet the Southold Comprehensive Plan Community Character Objective 1.2. Signage A large amount of promotional signage along a roadway can erode the scenic qualities of the area. Poorly placed signs can block a traveler's line of sight, causing dangerous predicaments. Promotional signage, including pole flags, should be limited to a specific timeframe and placement. Objective 1.2 Manage important scenic resources. A I Avoid or minimize the impacts of structures or activities that introduce visual interruptions to important scenic resources. 6 1 Strengthen the management of important scenic viewsheds from State Route 25, Route 48, and other Town roadways. The adverse impact on aesthetic character is expected to be low. 14. Impact on Historic and Archeological.Resources The New York State Historic Preservation Office (SHPO) Cultural Resource Inventory System(CRIS) was consulted on February 10, 2023. The system identifies the parcel to the east with a building that is historically significant. The information is out of date. The building is known as the LIEUT. MOSES CASE HOUSE and was moved to the west on Horton Avenue. Consequently, there are no cultural or archeological significant sites on the parcel or in the vicinity. No adverse impacts on cultural or archeological resources are expected. 15. Impact on Open Sl1acc and Recreation The proposal will not result in losing recreational opportunities or reducing a designated open space resource. 1.6. Impact on Critical Environmental Areas The parcel is not located within a Critical Environmental Area. 6 P.,impact on Transportation Suffolk County Route 48 is an arterial road and experiences a high amount of traffic volume. Access to the site will be achieved via two existing curb cuts (with existing concrete aprons) from Suffolk County Route 48. Vehicles, including large ones, accessing the site heading west can leave the travel lane into a central marked turning lane. This will minimize accidents. Two curb cuts exist on site and will be improved to SCDPW standards. A committed one- way entrance is located at the west curb cut and marked with a directional arrow, and the committed exit is located at the east curb cut. Traffic control for vehicles exiting the site will be stop signs and bars. A traffic light at Youngs Avenue will interrupt traffic, allowing vehicles to exit the site periodically. The level of service at the curb cuts is expected to be minimally impacted. A dedicated center turning lane in SC Route 48 will facilitate traffic safety for vehicles making left turns into the site westbound. Parking Required parking for the use pursuant to § 280-78 is 18 stalls. The site plan shows 18 stalls. The parking lot surface is asphalt pavement in the front and a stone blend surface in the rear of the building. Pedestrian Infrastructure Sidewalks are available to pedestrians along SC Route 48. 1.8. Impact on Energy Energy will be supplied by the existing transmission network by PSEG. The amount of energy consumed is stated as unknown on the FEAF. The proposed action is expected to have a low impact on energy. 19. Impact on Noise Odor, and Light Noise Noise can be generated during a project's construction and operation phases and can create conditions that can affect the health and safety of both humans and wildlife. The proposed action will result in an increase in noise, odors, or outdoor lighting that will impact adjacent properties.Noise from the operation of heavy machinery, machinery, and tools will occur during the demolition and construction, will be short in duration, and eventually subside. Noise generated from the operation of the site will continue indefinitely.Noise impacts are not expected to be moderate too large to the surrounding receptors in residential dwellings that occur to the southeast. 7 Odors No adverse odors are proposed or expected. Light Six(6) exterior wall-mounted light fixtures each with a 40-watt bulb are noted on the photometric plan. Details include: feature detail, quantity, lumens per lamp, mounting height, color temperature, location, and orientation. The photometric plan shows footcandle values. All lighting on site will meet dark sky standards. Adverse impacts on noise, odor, and light are expected to be low. 20. lm act on Human Health Solid waste will be disposed of in an on-site dumpster. An estimated 0.5 tons of solid waste will be generated during construction and a total of 0.2 tons per month during operations on site. The parcel has no known contaminants that may be disturbed, released, or leached out or would use, create, dispose of, or store any hazardous substances as part of its construction or operation. The use is not a type that generates large amounts of hazardous materials or waste. The adverse impact on human health is expected to be low. 21. Consistencv with Community Plans The proposed project is consistent in its dimensions and location of all structures, setbacks, size of the structure(s), and overall scale and intensity with existing land uses. The Southold Town Comprehensive Plan's Chapter 7 focuses on Economic Development. Two of the Five goals established in this chapter directly relate to the proposed project. Goal 1: Encourage New and Facilitate the Growth of Existing Business Sectors that Pursue Stable and Sustainable Employment: This includes agriculture, aquaculture, health care, renewable energy, tourism, light industrial, retail/service-based, and the maritime-related industry. Goal 5: Preserve, Encourage, and Continue to Support Existing and Future Maritime Uses as an Important Business Sector within the Town's Economy: This includes fishing- related industries, marine trades, marine biology, marinas, recreational boating support uses, and related uses. Additional demand for police response is expected to be low in response to the development. The proposed action is not inconsistent with community plans. . Consistency with Communi!j Character The area's character is commercial, with large older developed parcels that lack modern smart design principles. The uses are diverse, with automotive repair, restaurants, deli, real estate, retail, and a furniture shop, among others. Two strip mall designs are nearby the parcel. The site plan design of the parcel incorporates vegetation and architectural features to soften the fagade of the large building. Most parking is located at the rear of the building (excluding handicapped). Transition buffer areas abut all residential districts establishing a vegetative screen. Control of vehicle display areas and promotional signage is recommended. The proposed action is consistent with community plans for the reasons stated above. 9 A enl Use WE ll(A trlieabte'l Project:. eccnic Water Sports xc�caso. Date c bune5,2023 Full Environmental Assessment Form Part 3-Evaluation of the Magnitude and Importance of Project Impacts and Determination of Significance Part 3 provides the reasons in support of the determination of significance. The lead agency must complete Part 3 for every question in Part 2 where the impact has been identified as potentially moderate to large or where there is a need to explain why a particular element of the proposed action will not,or may,result in a significant adverse environmental impact. Based on the analysis in Part 3,the lead agency must decide whether to require an environmental impact statement to further assess the proposed action or whether available information is sufficient for the lead agency to conclude that the proposed action will not have a significant adverse environmental impact. By completing the certification on the next page,the lead agency can complete its determination of significance. Reasons Supporting This Determination: To complete this section: • Identify the impact based on the Part 2 responses and describe its magnitude. Magnitude considers factors such as severity, size or extent of an impact. • Assess the importance of the impact. Importance relates to the geographic scope,duration,probability of the impact occurring,number of people affected by the impact and any additional environmental consequences if the impact were to occur. • The assessment should take into consideration any design element or project changes. • Repeat this process for each Part 2 question where the impact has been identified as potentially moderate to large or where there is a need to explain why a particular element of the proposed action will not,or may,result in a significant adverse environmental impact. • Provide the reason(s)why the impact may,or will not,result in a significant adverse environmental impact • For Conditional Negative Declarations identify the specific condition(s)imposed that will modify the proposed action so that no significant adverse environmental impacts will result. • Attach additional sheets,as needed. See Environmental Assessment Report prepared by Planning Board dated March 29,2022. Determination of Significance- Type 1 and Unlisted Actions SEQR Status: ❑ Type 1 ❑✓ Unlisted Identify portions of EAF completed for this Project: ❑✓ Part 1 ❑✓ Part 2 ❑✓ Part 3 Upon review of the information recorded on this EAF,as noted,plus this additional support information _.w_..............._......_ .............------- .............. _..._......____..__ ..__....ww_._._._....__.. E�avironmental Assessment Repo_t_PnQ ar�dmmbY.E! nnin k3 q�d dated Jane 5?D23 _....__.wwwww_............_ and considering both the magnitude and importance of each identified potential impact,it is the conclusion of the w.__.._.._.._.._.. .... .__.......... .....�..........................................__.......m_.as lead agency that: A. This project will result in no significant adverse impacts on the environment,and,therefore,an environmental impact statement need not be prepared. Accordingly,this negative declaration is issued. ❑ B. Although this project could have a significant adverse impact on the environment,that impact will be avoided or substantially mitigated because of the following conditions which will be required by the lead agency: There will,therefore,be no significant adverse impacts from the project as conditioned,and,therefore,this conditioned negative declaration is issued. A conditioned negative declaration may be used only for UNLISTED actions(see 6 NYCRR 617A). ❑ C. This Project may result in one or more significant adverse impacts on the environment,and an environmental impact statement must be prepared to further assess the impact(s)and possible mitigation and to explore alternatives to avoid or reduce those impacts. Accordingly,this positive declaration is issued. Name of Action: Peconic Water Sports Name of Lead Agency: Town of Southold Planning Board Name of Responsible Officer in Lead Agency: Donald Wilcenski,Chairman Title of Responsible Officer: Same .www.......w........._..w_..................... .._�.._.w. .... _. ww__.. �Signature of Responsible Officer in Lead Agency: gate June 5,2023 p ...... _ .� Signature of Pre parer(if different from Responsible Officer)r) � ,,,„�- Date: June 5,2023 For Further Information: Contact Person: Mark Terry,Assistant Town Planning Director Address: P.O.Box 1179,53095 Main Road,Southold,NY 11971 Telephone Number:631-765-1938 E-mail: Mark.Terry@town.southold.ny.us For Type 1 Actions and Conditioned Negative Declarations,a copy of this Notice is sent to: Chief Executive Officer of the political subdivision in which the action will be principally located(e.g.,Town/City/Village of) Other involved agencies(if any) Applicant(if any) Environmental Notice Bulletin: htt1 //wAv ws dcc,n QyL( 19h/cnka html„ PRINT FULL FORM Page 2 of 2 Elizabeth Thompson,R.A. Chairperson � l~COI � Town Hall Annex Anne Surchin, R.A. 54375 Route 25 Reynolds duPont,Jr. PO Box 1179 Ronald McGreevy t Southold,NY 11971 Umberto Fasolino Fax(631)765-6641 Meryl Kramer, AIA, LEED AP at "� Telephone: (631)765-1892 Jim Fredriksson www.soutlioldtownny.gov Frank Buonaiuto u b�F MG TWN OF SOUTHOLD RECEIVED ARCHITECTURAL REVIEW COMMITTEE MINUTES 2 2023 THURSDAY,MAY 22,2023 at 4:OOPM A)N 0 TOWN HALL ANNEX CONFERENCE ROOM 9_oJt6TcfT6wn ...... AND VIA ZOOM BASED WEBINAR Planning Board Members Present: Elizabeth Thompson, Chairperson;Ron McGreevy;Meryl Kramer;Mara Cerezo,Town Planner; and Elizabeth Cantrell,Secretary were present. The minutes for the meeting of March 9, 2023 were approved. Introduction: All applicant,-,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 Site Plan A lica ion: PECONIC WATER SPORTS SCTM#: 1000-55-5-9.1 This Site Plan application is for the proposed creation of a two-story, 9,652sq.ft. marine sales, service, and storage facility with parking stalls on a 37,123sq.ft. parcel in the General Business "B" Zoning District located at 46770 Route 48,Southold. The Committee first met with the applicants on March 9,2023 with an initial proposal. At that time the Committee recommended modifications to the proposed project and requested that the applicant return to allow the Committee to review the revised plans. Robert Stromski of Stromski Architects P.C. and Martin Finnegan, Esq. presented the revised proposed site plan and design drawings for Committee review. Following their presentation, Committee members discussed the proposed with the applicants which led to the following comments: In addition to the ARC comments made at the March 9, 2023 meeting, please see the additional comments below. Page 1 of 2 - Overall footprint&bulk have been reduced,and are more acceptable. - Building front setback is increased by 4.7ft. - Peak roof height is lowered by 6ft. - Eave height is lowered by 6'-10" - Total GSF is reduced by 681 sf. (from 10,333 sf. to 9,652 sf.) Horizontal lap siding is preferable to metal siding, and is recommended for the front and both east and west sides of the structure as drawn, (accompanying note should be revised). A general simplifying of architectural detailing is recommended including: - Replacing all stone veneer with stucco - Deletion of decorative shutters - Removal of west garage door decals - Simplified square column capital and plinth on stucco pedestal Landscaping is improved, except ARC recommends deletion of infrequently used concrete over-runs, to increase permeable surface. Lighting and signage are acceptable. The Architectural Review Committee approves the revised project plans. Motion made and seconded. All Ayes. 4FE-li� e%.Cantrell, A.R.C. Secretary Page 2 of 2 R RECEIVED [4375 -.EC R 7�7.3 - ._Elizabeth Thom sson,R.A. Chai erson � � Qgk4�1111 11 iBo d Anne Surch►n, R. If � .•� ' ' Reynolds duPont,Jr. i PO Box 1179 Ronald McGreevy Southold,NY 11971 Umberto Fasolino Fax(631)765-6641 Meryl Kramer,AIA, LEED AP Telephone: (631)765-1892 Jim Fredriksson www.southoldtownny.gov Frank Buonaiuto TOWN OF SOUTHOLD ARCHITECTURAL REVIEW COMMITTEE MINUTES THURSDAY,MARCH 9,2023 at 4:OOPM TOWN HALL ANNEX CONFERENCE ROOM AND VIA ZOOM BASED WEBINAR Members Present: Elizabeth Thompson, Chairperson;Ron McGreevy; Meryl Kramer;Jim Fredricksson;Mara Cerezo,Town Planner; and Elizabeth Cantrell,Secretary were present. Umberto Fasolino was present via Zoom. The minutes for the meeting of January 12, 2023 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 Site Plan Application: PECONIC WATER SPORTS SCTM#: 1000-55-5-9.1 This Site Plan application is for the proposed creation of a two-story, 7,535sq.ft. marine sales, service, and storage facility with 19 parking stalls on a 37,123sq.ft. parcel in the General Business "B" Zoning District located at 46770 Route 48,Southold. Robert Stromski of Stromski Architects P.C. presented the proposed site plan and design drawings for committee review. Following their presentation, committee members discussed the proposed with the applicants which led to the following recommendations: • The Site is located prominently on route 48 in a context of small,clustered,low rise retail spaces. • The proposed building includes sales, service&storage space totaling 10,360sf. The ARC views this project as retail space that is well above the maximum 8,000sf allowable under "Retail Building Standards for B Districts" 280-48(A)(2)(a). Page 1 of 2 • The proposed building massing is too large for this location and not compatible with nearby development. Exterior elevations need more articulation for better pedestrian scale. Warehouse-type 30ft high structures for boat sales,service& storage should be located near other similar structures,near water,and/or screened from major view shed. • The proposed exterior materials and finishes include: -Roof-standing seam metal,color "Cool Shell Gray' -Siding-2 types: -1-18" x 60" fiber-cement board in stack bond, 24ft high,color"Gray" -Vertical corrugated metal panels,33ft high,color"Cool Ocean Blue" -Openings-8' x 8' Cal-Wal translucent panels -Doors &Windows- 2 b/""w anodised aluminum frames,natural finish o The Architectural Review Committee notes that pre-finished standard corrugated metal siding is not an allowable building material in B Districts. Also, this may apply to the large cement board siding. • The buffer area on Route 48 should include more landscaping to prevent area from being used as overflow parking or boat storage. • Exterior signage and lighting plan with exterior light fixture specifications should be include in final Architectural Review Committee submission. ARC recommends that this preliminary project submission be disapproved, and requests that the applicant revise and resubmit the project. Motion made and seconded. All Ayes. a w� Eiizd. eth Cantrell,A.R.C. Secretary Page 2 of 2 � a+p1C:K COLT, R'-ECEIVE-D . . � �.. ._.... ct��:�i�.'pa,c Gin Planning Beard A.UT' Jeffrey W. Szabo Administrative Offices:4060 Sunrise Highway, Oakdale, New York 11769-0901 Chief Executive Officer (631)563-0353 Fax: (631)563-0370 March 2, 2023 Mara Cerezo, Planner Town of Southold Planning Board Office P.O. Box 1179 Southold,NY 11971 RE: Peconic Water sports Marine Facility 46770 Route 48, Town of Southold SCTM# 1000-055.00-05.00-009.001 Dear Ms. Cerezo: While the proposed project would not appear to have any adverse impacts on SCWA's water quality, our agency would like to see irrigation demands reduced as a means of conservation. SCWA strongly encourages that the applicant use the latest water conservation technology in irrigation controls that include rain sensors and pressure regulating sprinkler heads to best mitigate this additional demand. SCWA also recommends a low maintenance vegetative plan that will reduce the amount of fertilizers/pesticides applied on site and at the same time reduce the amount of irrigation needed to sustain the vegetation. Irrigating during the hours between 7:00 p.m. and 12:00 a.m. is strongly encouraged to help us better meet our peak demand. Should you have any questions or wish to discuss this project further, I may be reached at 631-563-0353. Ver �7�� le,frey W. Szabo cc: Patrick Halpin, Chairman, SCWA Joseph Pokorny, Deputy CEO Operations, SCWA 'JVV0LK co III AJ"1"1 � ' " Jeffrey W. Szabo Administrative Offices:4060 Sunrise Highway,Oakdale, New York 11769-0901 Chief Executive Officer (631)563-0353 Fax: (631)563-0370 March 2, 2023 Mara Cerezo, Planner Town of Southold RECEIVEDPlanning Board Office { _ P.O. Box 1179 MAR 0 7 2U3 Southold,NY 11971 L I Outnold I own RE: Peconic Water sports Marine Facility Planning Board 46770 Route 48,Town of Southold -- SCTM#1000-055.00-05.00-009.001 Dear Ms. Cerezo: While the proposed project would not appear to have any adverse impacts on SCWA's water quality, our agency would like to see irrigation demands reduced as a means of conservation. SCWA strongly encourages that the applicant use the latest water conservation technology in irrigation controls that include rain sensors and pressure regulating sprinkler heads to best mitigate this additional demand. SCWA also recommends a low maintenance vegetative plan that will reduce the amount of fertilizers/pesticides applied on site and at the same time reduce the amount of irrigation needed to sustain the vegetation. Irrigating during the hours between 7:00 p.m. and 12:00 a.m. is strongly encouraged to help us better meet our peak demand. Should you have any questions or wish to discuss this project further, I may be reached at 631-563-0353. Ve s Je rey W. Szabo cc: Patrick Halpin, Chairman, SCWA Joseph Pokorny, Deputy CEO Operations, SCWA Town Hall Annex �� Telephone(631)765-1802 54375 Main Road ,,x Fax(631)765-9502 P. O. Box 1179 i Email fredv@southoldtownny.gov Southold, NY 11971-0959 � BUILDING DEPARTMENT RECEIVED TOWN OF SOUTHOLD FIRE MARSHAL Fredric Visser p -S i,,thoId '11'ovv n�- To: Southold Planning Department FIanin ng 13oa d From: Fredric Visser, Fire Marshal Date: December 28, 2022 RE: Peconic Watersports 46770 CR-48, Southold SCTM#100-55.-5-9.1 0 IFC 503.3 and IFC D103.6 "No parking, fire lane" signs shall comply and be used in in accordance with IFC D103.6.1 roads 20-26 feet and IFC D103.6.2 roads 26+ feet. Thoughts for the future • Additional exit may be required in the front of the garage portion 1 COUNTY OF SUFFOLK RECEIVED ... . .._. FEB 16 2023 STEVEN BELLONE S6utr1 ja b o 6 SUFFOLK COUNTY EXECUTIVE Planning Board DEPARTMENT OF PUBLIC WORKS DARNELL TYSON,P.E. JOSEPH T.BROWN,P.E. ERIC M.HOFMEISTER CHIEF DEPUTY COMMISSIONER COMMISSIONER DEPUTY COMMISSIONER February 1,2023 Town of Southold Planning Board Office Attn: Mara Cerezo P.O. Box 1179 Southold,NY 11971 Re: Peconic Water Sports—CR 48,Middle Road SCTM#1000-055.00-05.00-009.001 Dear Ms. Cerezo: This Department has reviewed the above-referenced site plan and offers the following comments: A permit from this Department will be required pursuant to Section 136 of the Highway Law for the proposed access and any improvements this Department deems necessary along the Country right-of-way. Before a permit is issued by this Department for these improvements,documentation pursuant to Section 239F of the New York State General Municipal Law must be forwarded to us from the Town Building Department for our review and comments. An Impact Fee will be required. Revise plan to show the removal of existing concrete aprons and the installation of two 20LF wide commercial street type access with full depth asphalt pavement(consisting to 6"base,4"binder, and 2"top course), concrete curbs with 30FT curb return radii and pedestrian ramps per ADA requirements. All sidewalks,driveways and handicap ramps must meet ADA compliance. Refer to NYSDOT Standard Sheets for Ramps and Driveways at https://)Yww.dot.nv.gov/main/business-center/en2ineering/'cadd- info/dra'win s/standard-sheets-us/608. Plans must show grades at driveways, ramps and sidewalks to provide compliance. Note replacement of all broken curb and cracked,broken,or non-compliant sidewalk. If you have any questions,kindly contact this office at(631)852-4100. Very truly yours, Niamh Perrotta,P.E. NPJFH K :shd Director of Traffic Engineering Cc: 46770 Route 48,LLC Mr. Martin D.Finnegan,Esq. Mr. Robert Stromski,P.A. SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER 335 YAPHANK AVENUE YAPHANK,N.Y. 11980 (631)852-4081 FAX(631)852-4079 OFFICE LOCATION: �, � a . w MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 � " Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY a Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 7, 2023 Mr. Martin D. Finnegan, Esq. P.O. Box 1452 Mattituck, NY 11952 Re: Public Hearing Peconic Watersports 46770 Route 48, Southold SCTM#1000-55.-5-9.1 Dear Mr. Finnegan, A Public Hearing was held by the Southold Town Planning Board on Monday, February 6, 2023 regarding the above-referenced application. The Public Hearing was closed. If you have any questions regarding the above, please contact this office. Resp ctfully, Donald J. Wilcenski Chairman RECE E FINNEGAN LAW, P.C. 1: E 0 21 13250 MAIN ROAD .. �uiuk' -- P.O. BOX 1452 Planning Board MATTITIICK,NEW YORK 11952 ._ (631) 315-6070 MARTIN D. FINNEGAN, ESQ. MFINNEGAN@NOKTHFORK.LAW Via Electronic Mail and Hand Delivery February 3, 2023 Southold Town Planning Board Attn: Jessica Michaelis 54375 Route 25 Post Office Box 1179 Southold, NY 11971-0959 Re: Site Plan Application - Peconic Watersports Applicant: 46770 Route 48 LLC Premises: 46770 Route 48, Southold, NY 11971 SCTM 1000-055.00-05.00-009.001 Dear Jessica: With respect to the above-referenced application, enclosed please find the original Affidavit of Posting, USPS mail receipts, and green return receipts received to date for filing with your office. If you require anything further, please feel free to contact me. Thank you for your attention to this matter. Very tar "F�;s, Ma> "n D. 'ir negan MDF/as Enclosures AFFIDAVIT OF PO STING This is to serve notice that I personally posted the property known as 46770 ROUTE 48, SOUTHOLD, NY 11971 #1000-055.00-05.00-009.001 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 l have checked to be suave the poster has remained in place for at least seven days prior to the date of the public hearing on JANUARY 27, 2023 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 JANUARY 25 2023 MARTIN EOAN„ ANENT You erne Cigna e PO BOX 1452, 13250 MAIN ROAD, MATTITUCK, NY 11952 Address 02/03/2023 Da Notary Public STATE OF NEW YORK ss. ! t COUNTY OF SUFFOLK NODAY PUBLIC-STATE OFREWY C NO.01 Br Sworn to before me this 3rdpj day of February 2023. PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY: 12'.40 noon Fri. 2I3/ 3 Re: Peconic'Ml "aters ores Site Plan SCTM#: 1000-65-5-9.1 Date of Public Hearing: Monday, February 6 2023 6:03 p.M. MAILING LIST PLANNING BOARD PUBLIC HEARING—FEBRUARY 61;2023 PECONIC WATERSPORTS SITE PLAN APPLICATION 46770 ROUTE 48 LLC 46770 COUNTY ROAD 48,SOUTHOLD,NY 11971 SCTM 1000-055.00-05.00-009.001 55.-5-7 Thomas J. McCarthy 46520 County Road 48 Southold, NY 11971 55.-5-17- 1645 Boisseau Avenue Quad Enterprises Co. LLC PO Box 67 Greenport, NY 11944 55.-5-14- 2685 Boisseau Avenue Robert G. Bohn Robert J. Bohn PO Box 55 Peconic, NY 11958 55.-5-13 John J. and Teresa E. Quinn 2735 Boisseau Avenue Southold, NY 11971 55.-5-10 -46850 CR 48 Southold Medical Arts Building C/o Scott Sheren 57 Whippoorwill Lane East Quogue, NY 11942 55.-2-22 -47055 CR 48 Woes LLC 519 First Street Greenport, NY 11944 55.-2-21 -46695 CR 48 & 55.-2-20 -46455 CR 48 Village Of Southold LLC 2000 Hobart Road Southold, NY 11971 SENDER: COMPLETE THIS SECTION COMPLETE • ON DELIVERY it Complete Items 1, 2, and 3 A. Signature ■ Print your name and address on the reverse �.� t so that we can return the card to you. Addressee • Attach this card*to the back of the rnaiipiece, B. Received by f ) C. Date of Clly or on the front if space permits. a 1. Article Addressed to: D. Is delivery address different from item 1? Yes If YES, enter delivery address below. 13 No Thomas J. McCarthy A6520 County Road 48 z .Southold, NY 11971 3. Service Type o Priority Mail Expnesse 0 Adult Signature 0 Registered MaiITM" uit M RestrIcted Delivery O Qe Mail Restricted livery 9590 9402 7451 2055 9517 30 o Cent ed Mail Restricted Delivery D Signature ConfinnatlonT" O Collect on Delivery O Signature Confirmatlon 2. Article Nurtiber (Transfer from service labeO 0 Collect on Delivery RosftW Delivery Restricted Delivery ,l Insured Mail 71121 2720 0001 4 518 5238 Ian red Mail Restricted Delivery PS Form=3311 , Juiy 2020 PSN 7530-02-000-9053 Domestic Return Receipt • w /MPLETE TH!S SECTION ON DELIVERY - • Complete Items 1, 2, and 3. A. gnatre ■ Print-your name and address on the reverse ❑ Agent so that we can tin the c to you. Addressee • Attach this cad to the back of the mailplece, B. Rdcefved by orkid4lbinef C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. is delivery address different from item i? E3 Yes Robert G. o If YES, eater delivery address below: p No Robert J. Bohn O Box 55 Peco c, NY 11958 - 3. SeNice Type 13 Priority Mail ExpressO ❑Adult Signature ❑ Registered MauTM uit nature tur Deftery ❑ D:11steredMau clad ry 9590 9402 7451 2055 95 716 0 wed Mail ReWcted Delivery ❑Signature Contirmatlonm ❑ Collect on Delivery ❑ Signature Contlrmatlon ❑ Collect on Delivery R Delivery Restricted Delivery 2. Article Number (Transfer from ae label} r' I^cured Mall R tedDeiivery 7021 2720 0001 4518 525 er� PS Form-36 1, July 2020 PSN 7530-02-000-9053 Domestic Return Receipt COMPLETE THIS SECTIONON DELIVERY • Compete items 1, 2, and 3. • Print your name and address on the reverse O Agent so that we can return the card to you. O Addressee • Attach this card to the back of the mallplece, eiv d C.soft 94 . It Date of Delivery or on the front if space permits. . 1 114 1. Article Addressed to: D. is dells d from 1? O Yes Village Of Southold LLC if YES, enter delivery address below: No 2000 Hobart Road Southold, NY 11971 3. Service Type O Priority Mall ExpresSS O Adult Signature O Registered MOM C] Adult Signature Restricted Delivery O 959;w Mall Restricted ed M61le 9590 9402 7451 2055 9516 79 a CeMed Mall Restricted Delivery O signature ConfrrnationTm O Collect on Deliver O Signature Confirmatlbn - C] Collect on DeHv Restricted Delivery- Restricted Delivery 2. Article Number (Transfer from service labels -- red Mail ? 21 2720 0001 4518 2 9 fed Mall RwWcW Delivery r PS Form 3811, July 2020 PSN 7530-02-000-9053 Domestic Retum Receipt g Ln ru Gr `n - - CID F a.. CeitifiedfAi \, _ LillLl f Q .=I" ,bra Services Fees ihilin- r p 0- ri ri t lPostrim�� O O D� remit nwi cte '� �; He t S [ M - � � u3f�ig ��t S Ott Si r�tare Re{r� - � 0 _ a �Ic €tom r ulfC3 Postage Ftt i S — C3 P ' ru S ru S g= _ ., r� Total and F - ru ru t` S sent TO ,'� Thomas J. McCarthy rruu Quad Enterprises Co. LLC a3---------R 46520 County Road 48 _ r- PO Box 67 -------------- Southold, NY 11971 ¥ Greenport, NY 11944 ru Q- ,I Y ru } } B i} } } 9 ® CO CD Cartmed gal Fee _, ,�^ Certified mail r _ Ln Extra it i �f l tar; d� `l i --r Extra voices Fees ie. k- ili ta pt S _ 01%tum ta� $ ri ®Rif6€aa Rmal( to i) $ Postall ri (3 Raatum Receipt( ic} $ - Cedlifled Rabicted Wivary S , ;cif—Sigmilum RGquirad O s S C]AII 319€aetwe Restricted l ry S_ C3 ®AMA ftnalu�ReU&Ied Nft y S 47 Postage Postage a Z ru rLi °_ �=3 3 — f`- Tote!Postage and s-- [ Total Postage and Fees _ •: a Ye ti m ri ant-fo - ri Sent - ru Robert G. Bohn _.-_--.� ru John J. and Teresa E. Quinn - p s_ t as p r` Robert J. Bohn r- 2735 Boisseau Avenue <s PO Box 55 N y g.a.3_ _� Southold, NY 11971 . z=H6 ¢y- p�iG II°15P' T ' Ift1'tT 7 1 ArA _ m _ _ .D M a rLCO ru ru Ln L G S - N = ue _ I r _ ca ,. = CD Certified t _ �I s Ln s ul � Extra� tax t } 0 � $ - ReceiptFlom . Pq ®Holum -- e) [ §° - a2 1� 0 Return Reow(dwmvo S s` t C3 Co-M MWI Rm-Wmed 0� S Ham �� : 0 � i = ze. ODWmy$ f3Adult ftnature Asatftted D.Wwy;_ O poste O postage ru S ru S - (ti Total PosUge andf� �_, r- Total s _ ru T rdtthold Medical Arts Building rLI £ e � Sent T � Sent T C/o Scott Sheren ru 2Joes LLC 57 Whippoorwill Lane � '` `a' r- r- 519 First Street East Quogue, NY 11942 Greenport, NY 11944 Rol i o s p— - — - - n.t Ln ¢ _ CD Certifiec mail Fee Ln 9t ftnalum 0 - ru _ r- Total Postage and ru = , rq Sent ru Village Of Southold LLC __._._.a. o ! # r- 2000 Hobart Road �; Southold, NY 11971 EIIN MR r y RECEIVED F B Soutrodd wwn Planning Board 1111"H(M D iio.., iiF4]ill ii131 SllFlt I ..m .ilia PC), BOX908 SOL)I II IU.I[), 11971 [ (6:�1) 765 07 January 26, 2023 Ms. Mara Cerezo, Planner Southold Town Planning Board P.O. Box 1179 Southold, NY 11971 Re: Site Plan for Peconic Water Sports Dear Mara: Please be advised that the Board of Fire Commissioners have reviewed the above-mentioned site plan and found that there is adequate fire protection for this property. The Board would like to reserve the right to review the above site plan if any changes occur to this property or to other property in the immediate area. Sincerely, Carol A. Miller Fire District Secretary OFFICE LOCATION: �� MAILING ADDRESS: Town Hall Annex � i P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) " Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov RECEIVED PLANNING BOARD OFFICE JAN 2, 20 23 TOWN OF SOUTHOLD c � ya MEMORANDUM Planning Board To: Donald Wilcenski, Chair Town of Southold Planning Board From: Mark Terry, AICP Assistant Town Planning Director LWRP Coordinator Date: January 17, 2023 Re: PECONIC WATERSPORTS MARINE FACILITY SCTM No. 1000-55-5-9.l This site plan is for the proposed creation of a 7,535 sq. ft. marine sales, service, and storage facility, including the demolition of an existing building, on a 37,123 sq. ft. parcel in the General Business "B" Zoning District. (Peconic Watersports), located at: 46770 County Road 48, Southold,NY. SCTM No. 1000-55-5-9.1. 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, as well as the records available to me,the proposal is recommended as CONSISTENT with the below LWRP policies. 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. The proposed use is not discordant with the current commercial uses within the area. The redevelopment of the site with parking in the rear(except handicapped) supports the Suffolk County Route 48 NYS Scenic Byway designation and revitalization of underutilized properties. The future display of merchandise (sales) and storage of vessels in the front yard should be addressed in any decision. Designated display areas should be clearly marked on the site plan. 1. To further Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. The parcel is located south of Suffolk County Route 48, a NYS-designated scenic Byway. The following is recommended to retain and improve the scenic character of the roadway. 1. Relocate parking spaces (2 stalls) located in the front yard to the rear of the building. 2. Limit the parking of commercial vehicles to the rear of the parcel. 3. Signage should be limited, including temporary flag signs. 2. To further Policy 5.5. Protect and conserve the quality and quantity of potable water the following best management practices are recommended in landscaped areas: a. Require the use of native, drought-tolerant plants in landscaping. b. Require only the use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture. c. Require a maximum of 1 lb. of nitrogen per 1000 square feet in any one application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year. d. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1" and April 1". e. The use of phosphorous-containing lawn fertilizer is prohibited unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers. The number in the middle is the percentage of phosphorus in the product, e.g. 22-0-15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. Wire-friendly street tree species are recommended instead of the specified Northern Red Oak and Sweet Gum species with large growth habits. Pursuant to Chapter 268, the Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Mara Cerezo, Planner Michaelis,Jessica From: Cerezo, Mara Sent: Thursday,January 19, 2023 8:50 AM REOEIVED To: Michaelis, Jessica; Palmeri, Allison �r.- Subject: FW: Memorandum for Peconic Water Sports TM#55.-5-9.1 VuV°I °,„ 9-outwi " ._..�.n—. C ow Planning Board From: Baylinson, Lester<lesterb@town.southold.ny.us> Sent:Thursday,January 19, 2023 7:51 AM To:Cerezo, Mara <marac@southoldtownny.gov> Cc: Mirabelli, Melissa <melissa.mirabelli@town.southold.ny.us> Subject: Memorandum for Peconic Water Sports TM#55.-5-9.1 Hi Mara,there are no open violations on this parcel ok to proceed . Have a good day ! 1 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone:631 765-1938 Southold,NY www.southoldtowuny.gov I� _3 ..... PLANNING BOARD OFFICE )AN 18 TOWN OF SOUTHOLD ou Planning oN .. wn . ing Board MEMORANDUM To: Mark Terry, LWRP Coordinator From: Mara Cerezo, Planner Date: January 13, 2023 Re: Proposed Site Plan for Peconic Water Sports 46770 Route 48, ±406' s/w/o Boisseau Avenue and CR 48, Southold SCTM#1000-55.-5-9:1 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 creation of a 2-story 7,535 sq. ft. marine sales, service, and storage facility with 19 parking stalls on a 37,123 sq. ft. parcel in the General Business "B" Zoning District, Southold. Thank you for your cooperation. SCOTT A. RUSSELL �� MICHAEL M. COLLINS, P.E. SUPERVISOR TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 ;G " Fax. (631)-765—9015 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Mara Cerezo January 19, 2023 Planner Southold Town Planning Department -- 54375 Main Road RECEIVED Southold, New York 11971 F"J'AN--2 "O 2"'0'2`3 Re: Peconic Water Sports [—.e_ SCTM #: 1000 — 055. — 05 — 9.1 Planning �� " g Board Dear Ms. Cerezo: As per a request from your office, I have reviewed the Grading & Drainage & Utility Plan for Peconic Watersports dated August 9, 2022, last revised December 12, 2022, prepared by Howard W. Young, L.S.. Please have the applicant submit revised plans that address the following: 1. The applicant must obtain a permit from the Suffolk County Department of Public Works (SCDPW) for the curb cuts associated with the development prior to final approval. 2. The stormwater calculations for Tributary Area #3 must utilize a runoff coefficient of 1.0 for the Stone Blend Pavement unless it is specifically engineered to be pervious. Revise the drainage calculations and provide additional structures as necessary. 3. The symbol for the cast iron clean out cover for the easternmost leaching pool serving Tributary Area #1 is located north of the structure, 4. Revise the Asphalt Pavement Section and Stone Blend Pavement Section details to state that if Recycled Concrete Aggregate (RCA) is to be utilized it must be NYSDOT Specification RCA. 5. The final plans must show the location of and details for all erosion and sediment controls including, but not limited to, the construction entrance, silt fencing, concrete washout area and soil stockpile areas. If you have any questions regarding this review, please contact my office. Sincerely, Michael M. Collins, P.E. Town Engineer OFFICE LOCATION: ; MAILING ADDRESS: Town Hall Annexe P.O. Box 1179 54375 State Route 25 � " Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 10, 2023 Mr. Martin D. Finnegan, Esq. P.O. Box 1452 Mattituck, NY 11952 Re: SEAR Classification & Set Hearing Peconic Watersports 46770 Route 48, Southold SCTM#1000-55.-5-9.1 Dear Mr. Finnegan, The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, January 9, 2023: WHEREAS, this Site Plan application is for proposed creation of a 7,535 sq. ft. marine sales, service, and storage facility, including the demolition of an existing retail building, on a 37,123 sq. ft. parcel in the General Business "B" Zoning District, Southold; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, has determined that the proposed action is an Unlisted action as it does not meet the criteria for a Type I or Type II action; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is an Unlisted Action under SEQRA as described above; and be it further RESOLVED, that the Southold Town Planning Board sets Monday, February 6, 2023 at 6:03 p.m. for a Public Hearing regarding the Site Plan entitled "Peconic Watersports" prepared by Howard W. Young, N.Y.S.L.S., last revised December 12, 2022. Peconic Watersports Page 2 Janua[y 10, 2023. The public hearing packet regarding the Town's notification procedure and the sign & post will need to be picked up at the Planning Board Office at the Southold Town Annex when you are contacted to do so. Please return the Affidavit of Posting/Mailing,Posting/Mailing, included in the packet, along with the certified mailing receipts AND the signed green return receipt cards before 12:00 noon on Friday, Februag 3 2023. The sign and the post need to be returned to the Planning Board Office after the public hearing is closed. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, -11-6& GLIOX� Donald J. Wilcenski Chairman Encls. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex m r P.O.Box 1179 54375 State Route 25 " Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone:631 765-1938 Southold,NY www.southoldtownny.gov Ulm, PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Elizabeth Thompson, Chairperson Southold Town Architectural Review Committee From: Mara Cerezo, Planner Date: January 13, 2023 Re: Proposed Site Plan for Peconic Water Sports 46770 Route 48, ±406' s/w/o Boisseau Avenue and CR 48, Southold SCTM#1000-55.-5-9.1 The Planning Board refers this Site Plan Application to your committee for your review and comments. This site plan is for the proposed creation of a 2-story 7,535 sq. ft. marine sales, service, and storage facility with 19 parking stalls on a 37,123 sq. ft. parcel in the General Business "B" Zoning District, Southold. Thank you. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-55.-5-9.1 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Sox 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone:631 765-1938 Southold,NY www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Amanda Nunemaker, Permits Examiner From: Mara Cerezo, Planner Date: January 13, 2023 Re: Proposed Site Plan for Peconic Water Sports 46770 Route 48, ±406' s/w/o Boisseau Avenue and CR 48, Southold SCTM#1000-55.-5-9.1 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This site plan is for the proposed creation of a 2-story 7,535 sq. ft. marine sales, service, and storage facility with 19 parking stalls on a 37,123 sq. ft. parcel in the General Business "B" Zoning District, Southold. Thank you for your cooperation. Encls: Site Plan Application Site Plan OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 �" Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold,NY wwwsoutholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector 'Amanda Nunemaker, Permits Examiner From: Mara Cerezo, Planner, C�v Date: January 13, 2023 Re: Proposed Site Plan for Peconic Water Sports 46770 Route 48, ±406' s/w/o Boisseau Avenue and CR 48, Southold SCTM#1000-55.-5-9.1 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This site plan is for the proposed creation of a 2-story 7,535 sq. ft. marine sales, service, and storage facility with 19 parking stalls on a 37,123 sq. ft. parcel in the General Business "B" Zoning District; Southold. Thank you for your cooperation. Encls: Site Plan Application Site Plan OFFICE LOCATION: MAIMING ADDRESS: Town Hall Annex P.O.Sox 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone:631 765-1938 Southold,NY wwwsoutholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Lester Baylinson, Ordinance Inspector Frederic Visser III, Fire Marshal From: Mara Cerezo, Planner Date: January 13, 2023 Re: Proposed Site Plan for Peconic Water Sports 46770 Route 48; ±406' s/w/o Boisseau Avenue and CR 48, Southold SCTM#1000-55.-5-9.1 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 creation of a 2-story 7,535 sq. ft. marine sales, service, and storage facility with 19 parking stalls on a 37,123 sq. ft. parcel in the General Business "B" Zoning District, Southold. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-55.-5-9.1 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone:631 765-1938 Southold,NY www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Lester Baylinson, Ordinance Inspector Frederic Visser III, Fire Marshal From: Mara Cerezo, Planner Date: January 13, 2023 Re: Proposed Site Plan for Peconic Water Sports 46770 Route 48, ±406' s/w/o Boisseau Avenue and CR 48, Southold SCTM#1000-55.-5-9.1 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 creation of a 2-story 7,535 sq. ft. marine sales, service, and storage facility with 19 parking stalls on a 37,123 sq. ft. parcel in the General Business "B" Zoning District, Southold. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-55.-5-9.1 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 �" Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Telephone:631 765-1938 Southold,NY www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Collins, Town Engineer From: Mara Cerezo, Planner NA fi Date: January 13, 2023 Re: Site Plan for Peconic Water Sports Application Name: Peconic Water Sports Tax Map Number: 1000-55.-5.9.1 Location: 46770 Route 48, Southold 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: �l Site Plan Dated: last revised 12112f22; Revised Site Plan Dated: Grading and Drainage Plans Dated: Other (AS BUILT) Dated: Pro"ect Description: This site plan is for the proposed creation of a 2-story 7,535 sq. ft. marine sales, service, and storage facility with 19 parking stalls on a 37,123 sq. ft. parcel in the General Business "B" Zoning District, Southold. Thank you for your cooperation. OFFICE LOCATION: BLAMING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 ��" Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone:631 765-1938 Southold,NY www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Mara Cerezo, Planner Date: January 13, 2023 Re: Proposed Site Plan for Peconic Water Sports 46770 Route 48, ±406' s/w/o Boisseau Avenue and CR 48, Southold SCTM#1000-55.-5-9:1 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 creation of a 2-story 7,535 sq. ft. marine sales, service, and storage facility with 19 parking stalls on a 37,123 sq. ft. parcel in the General Business "B" Zoning District, Southold. Thank you for your cooperation. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) ( Telephone:631 765-1938 Southold,NY www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Department of Health Services From: Mara. Cerezo, Planner Date: January 13, 2023 RE: Proposed Site Plan Application Review— Peconic Water Sports • 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 as part of the coordinated 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; 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. Peconic Water Sports—Page 2 —January 13, 2023 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: Peconic Water Sports Address: 46770 Route 48, Southold Tax Map #: 1000-55.-5-9.1 Requested Action: This site plan is for the proposed creation of a 2-story 7,535 sq. ft. marine sales, service, and storage facility with 19 parking stalls on a 37,123 sq. ft. parcel in the General Business "B" Zoning District, Southold. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Mara Cerezo, Planner (631) 765-1938 Enclosures: • Site Plan Application Form • Site Plan(s) • Full EAF 2 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �im P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Telephone:631 765-1938 Southold,NY www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 13, 2023 Robert F. Hillman, Jr. Traffic Engineer III: SCDPW 335 Yaphank Avenue Yaphank, NY 11980 Re: Proposed Site Plan for Peconic Water Sports 46770 Route 48, t406' s/w/o Boisseau Avenue SCTM#1000-55.-5-9.1 Zoning District: General Business - B Dear Mr. Hillman: The Planning Board is requesting that your agency provide comments on the proposed Commercial Site Plan and its interface with County Road 48. This site plan is for the proposed creation of a 2-story 7,535 sq. ft. marine sales, service, and storage facility with 19 parking stalls and driveway access on a 37,123 sq. ft. parcel in the General Business "B" Zoning District, located on the s/s of County Route 48, ±406' s/w/o Boisseau Avenue, Southold. For your convenience and due to the size of the application materials, we have provided directions below to access the entire file online. For further information or for an original set of plans, please feel free to contact this office. 1. Go to the Town of Southold website .southoldtow n ov ; 2. Click on the LaserFiche Weblink icon located on the home page; 3. Click on Planning Dept. folder; 4. Click on Applications; 5. Click on Site-Plans; 6. Click on Pending; T Click on SCTM#"1000- 55.-5-9.1". 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, ma 11 Mara Cerezo Planner OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Sox 1179 54375 State Route 25 ,�' Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone:631 765-1938 Southold,NY wwwsoutholdtownny.gov 1 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Planning Commission From: Mara Cerezo, Planner Date: January 13, 2023 Re: Site Plan Application Review: • Request for Comments pursuant to Section A14-24, Suffolk County Administrative Code • Request for Comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131 • SEQR Lead Agency Request 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 from the Suffolk County Planning Commission that the Southold Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. 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. Peconic Water Sports— Page 2—January 13, 2023 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: Peconic Water Sports Address: 46770 Route 48, Southold Tax Map #: 1000-55.-5-9.1 Requested Action: This site plan is for the proposed creation of a 2-story 7,535 sq. ft. marine sales, service, and storage facility with 19 parking stalls on a 37,123 sq. ft. parcel in the General Business "B" Zoning District, Southold. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Mara Cerezo, Planner (631) 765-1938 Enclosures: • Site Plan Application Form • Site Plan(s) • Full EAF • SCPC Referral Submission Cover Sheet 2 Appendix A- County Referral For Appendix A—Suffolk County Planning Commission Guidebook Suffolk • Planning Commission Submission Cover • • Referrals Municipality: Hamlet: Southold Local Case Number: District: 1000 Section: 55 Block: 5 _ Lot: 9.1 Local Meeting Date: Application/Action Name: eecgnic WgIgr Sp2dj Public Hearing. <2DNo T f Referral: AggRA Action: Roferrtn nc Draft EIS Positive Declaration {n (:1 msss New EAF Final EIS Negative Declaration Zoning Board Appeals s Expansion Lead Agency Findings Town Board/Village Board of Modification Draft Scope Trustees Brief description of application or proposed action: This site plan is for the proposed creation of a 2-story 7,535 sq,. ft. marine sales, service, and storage facility with 19 parking stalls on a 37,123 sq. ft. parcel in the General Business °B" Zoning District, Southold. Type of Action Please check appropriate box below if action is located within the Suffolk County Pine Barrens Zone, within one mile of a nuclear power plant or airport or within 500 feet of.- A municipal boundary; The boundary of any existing or proposed county, state,or federal park or other recreation area; The right-of-way of any existing or proposed county or state road; An existing or proposed county drainage channel line; The Atlantic Ocean, Long Island Sound,any bay in Suffolk County or estuary of any of the foregoing bodies of water, • The boundary of county,state,or federally owned land held or to be held for governmental use; The boundary of a farm located in an agricultural district. Comprehensive Plan (Adoption or Amendment) Subdivision Zoning Ordinance or Map(Adoption or Amendment) Use Variance Code Amendment Area Variance Official Map Special Use Permit/Exception/Conditional Use Moratorium Site Plan 4 Note:The above represents a summary of the required actions subject to referral to the Suffolk County Planning Commission. The provisions of GML and Laws of Suffolk County must be used to verify which actions are subject to referral and the related procedural requirements. Additional Application Information Action Previously Referred to Suffolk County Planning Commission Yes No�(If yes,Date ) Adjacent Municipality Notified (see NYS GML 239 nn) Yes No N/A Located Within Long Island Pine Barrens Zone Yes No Workforce/Affordable Housing Yes No N/A Energy Efficiency Yes No N/A Zoning Board of Appeals Approval Yes No N/A Suffolk County Department of Health Approval/Comments Yes No N/A • New York State Dept.of Environmental Conservation Approval/Comments Yes No N/A New York State/Suffolk County Dept.of Public Works Approval/Comments Yes No N/A Suffolk County Sanitary Code Article 6,Groundwater Management Zone- I It III IV V VI VII Vill Contact Information Municipality: 'Town of Southold Department/Agency: Planning Department Contact Name: Mara Cerezo Phone Number: 631-765-1938 Email Address:mara.cerez town.southold.n .us Applicant: 46770 Route 48 LLC Contact Name: Martin o.Finnegan,Esq. Applicant Address: P.O.Box 1462 13260 Main load Mattituck NY: 631-315-63LO7t't° mtinne an nortthfork.law OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone:631 765-1938 Southold,NY www.southoldtownny.gov i PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Water Authority (SCWA) From: Mara Cerezo, Planner �V\U Date: January 13, 2023 Re: Site Plan Application Review— Peconic Water Sports Request for Comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131 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, Project Name: Peconic Water Sports Address: 46770 Route 48, Southold Tax Map #: 1000-55.-5-9.1 Requested Action: This site plan is for the proposed creation of a 2-story 7,535 sq. ft. marine sales, service, and storage facility with 19 parking stalls on a 37,123 sq. ft. parcel in the General Business "B" Zoning District, Southold. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Peconic Water Sports— Page Two—January 13, 2023 To access the file: 1. Go to the Town of Southold website .soutlioldtownn . oar; 2. Click on the Laserfiche Weblink icon located on the home page; 3. Click on Planning Dept. folder; 4. Click on Applications; 5. Click on Site-Plans; 6. Click on Pending; 7. Click on SCTM# "1000- 55.-5-9.1 8. Click on Site Plan. For further information, please feel free to contact this office. Contact Person: Mara Cerezo, Planner (631) 765-1938 Enclosures: • Site Plan Application Form • Site Plan 2 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone:631 765-1938 Southold,NY www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 13, 2023 Ms. Carol Miller c/o Southold Fire District P.O. Box 908 Southold, NY 11971 Re: Request for Review: Proposed Site Plan for Peconic Water Sports 46770 Route 48, ±406' s/w/o Boisseau Avenue and CR 48, Southold SCTM#1000-55.-5-9.1 Dear Ms. Miller: 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 creation of a 2-story 7,535 sq. ft. marine sales, service, and storage facility with 19 parking stalls on a 37,123 sq. ft. parcel in the General Business "B" Zoning District, Southold. Please contact me at (631)765-1938 if you have any questions.. Thank you for your cooperation. Respectfully, Mara Cerezo Planner Encls.: Site Plan Application Site Plan Building Specifications OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Sox 1179 54375 State Route 25 " Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone:631 765-1938 Southold,NY wwwsoutholdtownny.gov Cool PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Scott A. Russell, Supervisor Members of the Town Board Denis Noncarrow, Town Clerk cc: Paul DeChance, Town Attorney From: Mara Cerezo, Planner Date: January 13, 2023 Re: Proposed Site Plan for Peconic Water Sports 46770 Route 48, ±406' s/w/o Boisseau Avenue and CR 48, Southold SCTM#1000-55.-5-9.1 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 creation of a 2-story 7,535 sq. ft. marine sales, service, and storage facility with 19 parking stalls on a 37,123 sq. ft. parcel in the General Business "B" Zoning District, Southold. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, SCTM#1000-55.-5-9.1 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Telephone:631 765-1938 Southold,NY wwwsoutholdtownny.gov coo PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 22, 2022 Mr. Martin D. Finnegan, Esq. P.O'. Box 1452 Mattituck, NY 11952 Re: Proposed Site Plan for Peconic Water Sports 46770 Route 48, ±406' s/w/o Boisseau Avenue and CR 48, Southold SCTM#1000-55.-5-9.1 Dear Mr. Finnegan: I am writing as a follow-up to the Work Session held on December 22, 2022, where the Planning Board accepted the above-referenced Site Plan Application as complete 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 at 631-765-1938. Respectfully, Mara Cerezo Planner Sr.rbrnissioil f4l"ithout a. Cover Letter REUIVED ET, 2 0 2022 ,�(� L. Sender: .��n C a� o rt w l Id ,'n,.e._ J Planning Board Subject: SCTM#: 1000 Date: \7- Comments: RECEIVED Full Environmental Assessment Form -mF6-...................... - Part 1 -Project and Setling F 0 .022 Instructions for Completing Part 1 Planning Board Part 1 is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding, are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information;indicate whether missing information does not exist, or is not reasonably available to the sponsor;and,when possible,generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A&B. In Sections C,D&E,most items contain an initial question that must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the applicant or project sponsor to verify that the information contained in Part lis accurate and complete. A.Project and Applicant/Sponsor Information. Name of Action or Project: Peconic Watersports Project Location describe and attach a general( _ .a. . . neral location map): Southeasterly side of North Road approximately 406'west of Boisseau Avenue at Southold,T/O Suffolk County New York Brief Description of Proposed Action(include purpose or need): _........ ... ,..n_ � - Construct a new 2 story retail and storage building,together with the associated site improvements. ..Name of ..._..... ..._.�__ ,.,,�,.�..-...........__ � � �... .� f Applicant/Sponsor: Telephone: 609-937-9801 Peconic Watersports Attn:Joe Flotteron E-Mail: _. joe@peconicwatersports.com... ........._. ....w.... oe@peconicwatersports.com Address: ti � ��- P.O.Box 88 City/PO: State: Zt Code Greenport New York p 11944 . .. Project Contact(if not same as sponsor;give name and title/role): Telephone:631-315-6070 Martin D.Finnegan,Esq., Finnegan Law P.C. E-Mail:mfin negan @northfork.law Address: 13250 Main Road,P.O.Box 1452 City/PO: State: FZipCode:MattituckNew York Property Owner (if not same as sponsor): Telephone: 609-937-9801 _._..__. w..... _, r --._...... 46770 Route 48, LLC,Attu:Joe Flotteron E-Mail:joe@peconicwatersports.c om Address: P.O.Box 88 City/PO: p Green ort _ _. _..... �.. New Y.r..._ W . ' State: ork Zip-Code:,1944 Page 1 of 13 B.Government Approvals B.mGovernment Approvals,Funding,or Sponsorship. ("Funding"includes grants,loans tax relief,and any other forms o pp f financial assistance.) Government Entity If Yes:Identify Agency and Approval(s) Application Date Required (Actual or projected) a.City Counsel,Town Board, ❑Yes®No or Village Board of Trustees b.City,Town or Village ®Yes❑No I Southold Planning Board Site Plan Approval Sept.2022(A) Planning Board or Commission c.City,Town or ❑Yes®No Village Zoning Board of Appeals d.Other local agencies ❑Yes®No e.County agencies ®Yes❑No SCDHS-Water Supply&Sewage Disposal Dec.2022(P) f.Regional agencies ❑Yes®No g.State agencies ❑Yes®No h.Federal agencies ❑YesoNo i. Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? ®Yes❑No ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? ®YesE]No iii. Is the project site within a Coastal Erosion Hazard Area? ❑Yes®No C.Planning and Zoning C.I.Planning and zoning actions. Will administrative or legislative adoption,or amendment of a plan,local law,ordinance,rule or regulation be the ❑Yes®No only approval(s)which must be granted to enable the proposed action to proceed? * If Yes,complete sections C,F and G. * If No,proceed to question C.2 and complete all remaining sections and questions in Part 1 C.2.Adopted land use plans. a.Do any municipally-adopted (city,town,village or county)comprehensive land use plan(s)include the site ®Yes❑No where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action ®Yes❑No would be located? b.Is the site of the proposed action within any local or regional special planning district(for example:Greenway; ®Yes❑No Brownfield Opportunity Area(BOA);designated State or Federal heritage area;watershed management plan; or other?) If Yes,identify the plan(s): NYS Heritage Areas:Ll North Shore Heritage Area c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, ❑Yes®No or an adopted municipal farmland protection plan? If Yes,identify the plan(s): .......a.. _ .......... ® ....� ------- _ . I Page 2 of 13 C.3. Zoning a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. OYes[]No If Yes,what is the zoning classification(s)including any applicable overlay district? P,--Genera'l.Busine'ss-" -—------------ b. Is the use permitted or allowed by a special or conditional use permit? OYesF-]No c.Is a zoning change requested as part of the proposed action? OyesONO If Yes, i. What is the proposed new zoning for the site? CA.Existing community services. a.In what school district is the project site located? Southold School District b.What police or other public protection forces serve the project site? Southold,Police D pa ---9 "'-' ---............... .......... ... ............ c.Which fire protection and emergency medical services serve the project site? Southold ire Depert Te_Rt___ ................ ...... ...... d.What parks serve the project site? SoutholdParks .. .............. ..... . ............ .......... ..... ------ —---------------- ............. - -------- - .... . ..... . ..... -- ---------------------- D.Project Details D.1.Proposed and Potential Development a.What is the general nature of the proposed action(e.g.,residential,industrial,commercial,recreational;if mixed,include all components)?Commercial b.a.Total acreage of the site of the proposed action? 0.86 acres b.Total acreage to be physically disturbed? 0.86 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.86 acres c.Is the proposed action an expansion of an existing project or use? El Yes®No i. If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units, square feet)? % ........ Units: d.Is the proposed action a subdivision,or does it include a subdivision? E]Yes ONo If Yes, L Purpose or type of subdivision?(e.g.,residential,industrial,commercial;if mixed,specify types) ...................... ................... h.. Is a cluster/conservation layout proposed? []Yes[3No iff.Number of lots proposed? iv.Minimum and maximum proposed lot sizes? Minimum Maximum e.Will the proposed action be constructed in multiple phases? E]YesONo L If No,anticipated period of construction: months iL If Yes: • Total number of phases anticipated • Anticipated commencement date of phase I (including demolition) month year • Anticipated completion date of final phase month year 0 Generally describe connections or relationships among phases,including any contingencies where progress of one phase may determine timing or duration of future phases: ........... —----------------- - Page 3 of 13 f.Does the project include new residential uses? E]YesoNo If Yes,show numbers of units proposed. One Family Two Family Three Family Multiple Family(four or more Initial Phase At completion of all phases .......... g.Does the proposed action include new non-residential construction(including expansions)? 0Yes[1No If Yes, i. Total number of structures ..........iL Dimensions in feet)of largest proposed structure: 34' height;____781width; and 105,length iii. Approximate extent of building space to be heated or cooled: 3,015 square feet h.Does the proposed action include construction or other activities that will result in the impoundment of any E1Yes0No liquids,such as creation of a water supply,reservoir,pond,lake,waste lagoon or other storage? If Yes, L Purpose of the impoundment: ii. If a water impoundment,the principal source of the water: Ground water❑Surface water streams E]Other specify: i.i.r.. If other than water,identify the type of impounded/contained liquids and their source. ........... .......................... i.v. Approximate size of the proposed impoundment. Volume: — gallons;surface area:_-____ acres v.Dimensions of the proposed dam or impounding structure: height;_length vi. Construction method/materials for the proposed dam or impounding structure(e.g.,earth fill,rock,wood,concrete): .......... ........... ........... D.2. Project Operations a.Does the proposed action include any excavation,mining,or dredging,during construction,operations,or both? Yes No (Not including general site preparation,grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i What is the purpose of the excavation or dredging? . ................ ii. How much material(including rock,earth,sediments,etc.)is proposed to be removed from the site? • Volume(specify tons or cubic yards): ...... • Over what duration of time? . . .. ............................. ----------- X. Describe nature and characteristics of materials to be excavated or dredged,and plans to use,manage or dispose of them. ........... -- ----------------- - iv.Will t'hter'e be onsite—de,w at e r'i'ng'o-r'proc-e"s'-s'-ir'g o f-excavated materials?.. ................ .................. OyesoNo Ifyes,describe. . .................. .............. V.What is the total area to be dredged or excavated? acres vL What is the maximum area to be worked at any one tef acres idi. What would be the maximum depth of excavation or dredging? m. feet viii. Will the excavation require blasting? Elyes[]No ix. Summarize site reclamation goals and plan: .......... —--—---- ......... - --------- .......... .............. ........... b.Would the proposed action cause or result in alteration of,increase or decrease in size of,or encroachment E]YesZNo into any existing wetland,waterbody,shoreline,beach or adjacent area? If Yes: i.Identify the wetland or waterbody which would be affected(by name,water index number,wetland map number or geographic description): ............ . ........................................... Page 4 of 13 ii. Describe how the proposed action would affect that waterbody or wetland,e.g.excavation,fill,placement of structures,or alteration of channels,banks and shorelines. Indicate extent of activities,alterations and additions in square feet or acres: a.... ... ._ ,. ®.... ..w,.. _ . ....an .w.,, ... ................. .... iii.Will the proposed action cause or result in disturbance to bottom sediments? ❑Yes❑No If Yes,describe: iv.Will the proposed action cause or result in the destruct ion aquatic or removal of a vegetation?� ----- m ..,_ ..m_ q getation? ❑Yes❑No If Yes: • acres of aquatic vegetation proposed to be removed • expected acreage of aquatic vegetation remaining ro g after completion: _ • purpose of proposed removal(e.g.beach clearing,invasive species control,boat access): • proposed method of plant rem... ................................ .._ p p p oval _.....m......... . m. ......__ ... ... . ..... _. • if chemical/herbicide treatment will be used,specify product(s): v.Describe any proposed reclamation/mitigation following disturbance: c.Will the proposed action use,or create a new demand for water? ®Yes❑No If Yes: i.Total anticipated water usage/demand per day: 288 gallons/day H. Will the proposed action obtain water from an existing public water supply? ®Yes❑No If Yes: • Name of district or service area: SCWA • Does the existing public water supply have capacity to _._._.... _ �. .. .. .... . .. m .... w.. p y p ty to serve the proposal? ®Yes❑No • Is the project site in the existing district? ®Yes❑No • Is expansion of the district needed? ❑Yes®No • Do existing lines serve the project site? ®Yes❑No iii.Will line extension within an existing district be necessary to supply the project? Dyes Olo If Yes: • Describe extensions or capacity expansions proposed to serve this project: _m....... ........ _..m. . • Source(s)of supply for the district. _ iv.Is a new water supply district or service area proposed to be formed to serve the project site? ❑Yes[Z]No If,Yes: • Applicant/sponsor for new district: • Date application submitted or anticipated: .. r Proposed source(s)of supply for new district w v. If a public water supply will not be used,describe plans to provide water .. r .............p.o . ..... .. �p pp y p p er supply for the project: vi.If water supply will be from wells(p i �°�°°' .� . -... _. w__.......m.�.m. , m ... . ....... ............. is(public or private),what is the maximum pumping capacity: gallons/mmute. i d.Will the proposed action generate liquid wastes? ®Yes❑No If Yes: i. Total anticipated liquid waste generation per day 288 gallons/day ii.Nature of liquid wastes to be generated(e.g.,sanitary wastewater,industrial;if combination,describe all components and approximate volumes or proportions of each): SaPL4n Waskeweter ., in.Will the ro osedjaction use any existing ....' __,� ------ �,......... s __.._.. .w ___-..__ . ...... ....... p p public wastewater treatment facilities? [ Yeso If Yes: • Name of wastewater treatment plant to be used. • Name of district: g a treatment plant have capacity serve the project? � � � � ❑Yes .._ + Does the existing wastewater treat ❑No • Is the project site in the existing district? ❑Yes❑No • Is expansion of the district needed? ❑Yes Flo Page 5 of 13 • Do existing sewer lines serve the project site? []Yes[-]No • Will a line extension within an existing district be necessary to serve the project? [-]YesE]No If Yes: • Describe extensions or capacity expansions proposed to serve this prcject:_ .................. ................ --- ---------- ............ iv. Will a new wastewater(sewage)treatment district be formed to serve the project site? ElyesONo If Yes: 0 Applicant/sponsor for new district: ------- ........... ' 9 Date application submitted or anticipated: n --- -—---------------- .................. ........................ 0 What is the receiving water for the wastewater discharge? ......... 11 mm I v. If public facilities will not be used,describe plans to provide wastewater treatment for the project,including specifying proposed receiving water(name and classification if surface discharge or describe subsurface disposal plans): {7n,msftki��tPr�tr�girrl@Qlsys-!-QMAIAOVV-rS) - M------------------ . ....... ............................... ------- ------- - Vi.Describe any plans or designs to capture,recycle or reuse liquid waste: ................ ............. by the pwpas It"lommat 1 SY 1 D7 :8Ctlu7 _pools)—_.. ..... ..... ................................ ......... e.Will the proposed action disturb more than one acre and create stormwater runoff,either from new point E]YesoNo sources(i.e.ditches,pipes,swales,curbs,gutters or other concentrated flows of stormwater)or non-point source(i.e.sheet flow)during construction or post construction? If Yes: L How much impervious surface will the project create in relation to total size of project parcel? —Square feet or _acres(impervious surface) — Square feet or _acres(parcel size) U. Describe types of new point sources. ............ .. ....... iii.Where will'the"stormwater'" -`runo'ff" be directed—"(i-.,e,.on-site-stormwater''' ----man'agem- ent-facility/structures,adjacent properties,—-' groundwater,on-site surface water or off-site surface waters)? .......... ................—.......... * If to surface waters,identify receiving water bodies or wetlands: . ................ .......... ............. —----- ............ ................. ............. ......................... .................... .... ...... ------.---------------- I I- -—------------ ....................... ........... 0 Will stormwater runoff flow to adjacent properties? [3yesE]No iv.Does the proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? E]Yes[]No f. Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel DYesONo combustion,waste incineration,or other processes or operations? If Yes,identify: i.Mobile sources during project operations(e.g.,heavy equipment,fleet or delivery vehicles) .......... .. ........................ ii. Stationary sources during construction(e.g.,power generation,structural heating,batch plant,crushers) .............. iii. Stationary sources during operations(e.g.,process emissions,large boilers,electric generation) g.Will any air emission sources named in D.2.f(above),require a NY State Air Registration,Air Facility Permit, [-]YesoNo or Federal Clean Air Act Title IV or Title V Permit? If Yes: i. Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet E]Yes[]No ambient air quality standards for all or some parts of the year) ii. In addition to emissions as calculated in the application,the project will generate: • "rons/year(short tons)of Carbon Dioxide(CO2) • Tons/year(short tons)of Nitrous Oxide(N20) • Tons/year(short tons)of Perfluorocarbons(PFCs) 0 ---- --- Tons/year(short tons)of Sulfur Hexafluoride(SF6) 0 --Tons/year(short tons)of Carbon Dioxide equivalent of Hydroflourocarbons(BFCs) 0 Tons/year(short tons)of Hazardous Air Pollutants(HAPs) Page 6 of 13 m.Will the proposed action produce noise that will exceed existing ambient noise levels during construction, ❑YesONo operation,or both? If yes: i. Provide details including sources,time of day and duration: ii. Will the proposed action remove existin natural barriers that could act as a n __ _, a ..I .._,. .. g � Oise barrier or screen? ❑Yes❑No Describe: n.Will the proposed action have outdoor lighting? ®Yes❑No If yes: i.Describe source(s),location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures: Six t6,t 40 watt wall mounted secuurity,liht fixtures-15'hei htIT refer to Il„htin, pian,and li htrn fixture tlerluiel ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? ❑Yes mNo Describe: o.Does the proposed action have the potential to produce odors for more than one hour per day? ❑Yes ONo If Yes,describe possible sources,potential frequency and duration of odor emissions,and proximity to nearest occupied structures: p.Will the proposed action include any bulk storage of petroleum(combined capacity of over 1,100 gallons) ❑Yes ONo or chemical products 185 gallons in above ground storage or any amount in underground storage? If Yes: i.Product(s)to be stored u. Volumes er unit time--- — month......... A O P (e.g., ,year) iii. Generally,describe the proposed storage facilities: q.Will the proposed action(commercial,industrial and recreational projects only)use pesticides(i.e.,herbicides, ❑Yes ONo insecticides)during construction or operation? If Yes: L Describe proposed treatment(s): ii. Will the ro osed action use Inteerate ....... . . �� _...... . U _ El Yes DNo .... d Pest Mana ement Practices? r.Will the proposed action(commercial or industrial projects only)involve or require the management or disposal ® Yes []No of solid waste(excluding hazardous materials)? If Yes: i.Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction„ 0.5 tons per Wn month unit of time • Operation : 0.2 tons per_ month (unit of time) u.Describe any proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste: • Construction: Materials removed from the wastestream for reuse or,Tggy cO • Operation: Materials removed from the wastestream for reuse or recycling_a iii. Proposed disposal methds/facilities for solid wa ste generated on site • Construction on-site dumpstsr 1Lckpq u,p by private carter., _.....__ • Operation: On site dumoser pick P �. t .... ed up by_pnvate carter ........ .....www..� Page 8 of 13 s.Does the proposed action include construction or modification of a solid waste management facility? ❑Yes® No If Yes: i. Type of management or handling of waste proposed for the site(e.g.,recycling or transfer station,composting,landfill,or other disposal activities): _.m ,... .. m. ,..... ii. Anticipated rate of disposal/processing: • _Tons/month,if transfer or other non-combustion/thermal treatment,or • Tons/hour,if combustion or thermal treatment iii. If landfill,anticipated site life: years t.Will the proposed action at the site involve the commercial generation,treatment,storage,or disposal of hazardous❑Yes®No waste? If Yes: i.Name(s)of all hazardous wastes or constituents to be generated,handled or managed at facility: H. General . ...h.,....._........ .... Generally describe processes or activities involving hazardous wastes or constituents: iii. Specify amount be handled. fY or generated tons/month iv.Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents: v. Will any hazardous w....e �.._....... . g .._ ..a .M...... . _ , _ �? Yes asts be disposed at an existing offsite hazardous waste facility? �]No If Yes:provide name and location of facility: _ _ If No:describe proposed mana ement of an hazardous wastes which will not be se ®.. . �waste y: P p g Y.... nt to a hazardous waste facility:. E.Site and Setting of Proposed Action E.1.Land uses on and surrounding the project site ,,......��.__......_._�__..-- _.,��.m. ._...�...�.�.. _- _ .._.._.. ..__ ....._ ._._......... .,..._ ._...__... ........ a.Existing land uses. i. Check all uses that occur on,adjoining and near the project site. ❑ Urban ❑ Industrial ® Commercial 0 Residential(suburban) ❑ Rural(non-farm) ❑ Forest ❑ Agriculture ❑ Aquatic ❑ Other(specify): ii. If mix of uses,generally describe: _.., �., ...... ------ _ _® b.Land uses and covertypes` .. _,... � ............ ....�. ..._... es on the project site. ._� Land use or � Current_ __._. .. Acreage After Change Covertype Acreage Project Completion (Acres+/-) + Roads,buildings,and other paved or impervious surfaces 0.04 0.54 +0.50 • Forested 0 0 0 .M p Meadows, grasslands,including abandoned agri ultural 0.82 mm m m 0 ��p��82 i ) 8 • Agricultural 0 0 0 ( g nhouse etc.) includes active orchards,field, ree�� .. ... • Surface water features (lakes,ponds,streams,rivers,etc.) o 0 • Wetlands(freshwater or tidal) 0 0 0 _... .-_ _.... __-.. _ _ • Non-vegetated(bare rock,earth or fill) 0 0 • Other Describe: veg/Landscaped ____,_ _ _. ...� 0 0.32 +0.32 Page 9 of 13 c.Is the project site presently used b members of the ...�......-�...,_A.____._ ...._ .�,m y community for public recreation? � .. ...... Yes❑✓ No i. If Yes:explain: e there any facilities serving children,the elderly,people with disabilities(e.g.,schools,hospitals,licensed ❑Yes®No day care centers,or group homes)within 1500 feet of the project site? If Yes, i. Identify Facilities: .......... __ ... .._.. .... .w_ .�._ .._ ,� ....... . —...�..m ....... . e.Does the project site contain an existing dam? ❑Yes®No If Yes: i. Dimensions of the dam and impoundment: • Dam height: feet w Dam length: feet o Surface area: _ acres w Volume impounded: gallons OR acre-feet ii. Dam's existing hazard classification: W.Provide date and summarize results of last inspection: .. ....... _ �.....�.�. —�-...._..........._..........-------- ------ .�._.mm_.. ... ..... .. ..._.._.._............... Yes®N, W f.Has the project site ever been used as a municipal,commercial or industrial solid waste management facility, o or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility? If Yes: i.Has the facility been formally closed? ❑Yes❑No If yes,cite sources/documentation: ii. Describe the location of the project site relative to the boundaries of the solid waste management facility: ..._. iii.Describe any development constraints due to the prior solid waste activities g.Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin ❑Yes®No ......._ property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste? If Yes: i.Describe waste(s)handled and waste management activities,including approximate time when activities occurred: h. Potential contamination history. Has there been a reported spill at the proposed project site,or have �._ . P� P P P J any ❑Yes®No remedial actions been conducted at or adjacent to the proposed site? If Yes: i. Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site ❑Yes❑No Remediation database? Check all that apply: ❑ Yes—Spills Incidents database Provide DEC ID number(s): . ❑ Yes—Environmental Site Remediation database Provide DEC ID number(s) ❑ Neither database � � ii. If site has been subject of RCRA corrective activities,describe control measures: ... n_ ... ... _e_ . .. _ .._.............. ....... .. ....... ...,,. n.m ..... ......... ------------------ iii. Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? ❑Yes®No If yes,provide DEC ID number(s): iv. If yes to(i),(ii)or(iii)above,describe current status of site(s): .__. Page 10 of 13 p y _.mm._..... ._._.... ..�Y... .._..__.,.._.._ v. Is the project site subject to an institutional control limiting property ro ert uses. es No o If yes,DEC site ID number: • Describe the type of institutional control(e.g.,deed restriction or easeme nt): • Describe any use limitations: • Describe any engineering controls: • Will the project affect the institutional or engineering neen .controls in lace es❑No • Explain: E.2. Natural Resources On or Near Project Site a.What is the average depth to bedrock on the project site? NTA.feet b.Are there bedrock outcroppings on the project site? ❑Yesoio If Yes,what proportion of the site is comprised of bedrock outcroppings? y c.Predominant soil type(s)present on project site: HaA Haven Loam o 2% 90 % HaB-Haven Loam 2-6% 10 % d.What is the average depth to the water table on the project --� - - • •••••• • � �� g p p ct site? Average: 30 feet - ..__ ._.._ ...� . ...,.,. ..........._..�............ e.Drainage status of project site soils:®Welt Drained: 100m%of site ® Moderately Well Drained: 0%of site ®Poorly Drained 0%of site f.A roxi� ..M._.....r_ti....._..... . _. ..... - o pp mate proportion of proposed action site with slopes: ® 0-10/°: 100 %of site ® 10-15%: 0 %of site ® 15%or greater: 0 %of site .. � ._.. ..� __� _. g.Are there an unique ue geologic features on the project site. Yes No If Yes,describe: -M. .. .�_.........__ .. __._.._.�........ _ h.Surface water features. i.Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, ❑Yes®No ponds or lakes)? U.Do any wetlands or other waterbodies adjoin the project site? ❑Yes®No If Yes to either i or ii,continue. If No,skip to E.2.i. iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, ❑YesZlo state or local agency? iv.For each identified regulated wetland and waterbody on the project site,provide the following information: Streams: Name Classification 0 Lakes or Ponds: Name Classification Wetlands: Name . Approximate . 0 ... ..... Size 0 Wetland No.(if regulated by DEC) „ v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired ❑Yes oqo waterbodies? If yes,name of impaired water body/bodies and basis for listing as impaired: ' i.IS the r _ p oject site in a designated Floodway? ❑Yes �o j.Is the project site in the 100-year Floodplain? ❑YesgDqo . .... _m... __ .... _ _..... k.Is the project site in the 500-year Floodplain? ❑Yesolo 1.Is the project site located over,or immediately adjoining,a primary,principal or sole source aquifer? OYesONo If Yes: i.Name of aquifer:Sole Source Aquifer Names Nassau Suffolk SSA Page 11 of 13 m. Identify the predominant wildlife species that occupy or use the project site: Small birds and mammals ......... ............. ............................. .. ......... . ......................... n.Does the project site contain a designated significant natural community? ElycsoNo If Yes: i.Describe the habitat/community(composition,function,and basis for designation): . ............................. " "" ' ....... .....' .... ..------- .. . ............... ............. ............. .................................. ii. Source(s)of description Or evaluation: . ................ ------------ . . ............. .................... ......... iii.Extent of community/habitat: 0 Currently: ....................... ............. acres 0 Following completion of project as proposed: -- ---- acres * Gain or loss(indicate+or acres o.Does project site contain any species of plant or animal that is listed by the federal government or NYS as 0 Yes[Z]No endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species? If Yes: i, Species and listing(endangered or threatened):_ ------- ................. .............. --------- .................. ................. p- Does the project site contain any species of plant or animal that is listed by NYS as rare,or as a species of special concern? If Yes: i. Species and q.Is the project site or adjoining area currently used for hunting,trapping,fishing or shell fishing? ElyesONO If yes,give a brief description of how the proposed action may affect that use: ......... ................. ................. ............. E.3. Designated Public Resources On or Near Project Site a.Is the project site,or any portion of it,located in a designated agricultural district certified pursuant to E:]Yes[Z]No Agriculture and Markets Law,Article 25-AA,Section 303 and 304? If Yes, provide county plus district name/number: ............... ..........---..................... ......... .................I llandsfl-c� .......... .......................... 0� Are agricultural sisting of highly productive soils present? []YesONo i.If Yes:acreage(s)on project site? ......................... .................... ............. ii. Source(s)of soil rating(s): ............ .. ...... c. Does the project site contain all or part of,or is it substantially contiguous to,a registered National []YesoNo Natural Landmark? If Yes: i. Nature of the natural landmark: Biological Community E] Geological Feature ii. Provide brief description of landmark,including values behind designation and approximate size/extent: ........................ .................................... d.Is the project site located in or does it adjoin a state listed Critical Environmental Area? F])7es[Z]No If Yes: i. CEA name: h..Basis for designation: ........... ................. M. Designating agency and date: . ................. Page 12 of 13 e.Does the project site contain or is it substantial) y contiguous to,a building,archaeological site,or district ❑Yes®No which is listed on the National or State Register of Historic Places,or that has been determined by the Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? If Yes: i.Nature of historic/archaeological resource: ❑Archaeological Site ❑Historic Building or District ii.Name: ut. Brief description of attributes on which listing is based: ..._...__�.�., f.Is the project site, or any portion of it,located in or adjacent to an area designated as sensitive for ❑YesoNO archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? g.Have additional archaeological or historic site(s)or resources been identified on the project site? ❑Yes®No If Yes: i.Describe possible resource(s): m...,..... .. _,.r_ ii. Basis for identification: h.Is the project s �p site within fives miles of any officially designated and publicly accessible federal,state,or local ❑Yes®No scenic or aesthetic resource? If Yes: i.Identify resource: .... ...m ....... ._ ,.. .. .. .... ,,, .. .._ m U.Nature of,or basis for,designation(e.g.,established highway overlook,state or local park,state historic trail or scenic byway, etc.)' iii.Distance between project and resource: miles. i. Is the project site located within a designated river corridor under the Wild,Scenic and Recreational Rivers ❑Yes®No Program 6 NYCRR 666? If Yes: i.Identify the name of the river and its designation m ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? _ ❑Yes❑No F.Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any measures which you propose to avoid or minimize them. G. Verification I certify that the information provided is true to the best of my knowledge. 9 2022 Applicant/Sponsor Sponsor Name Young&Young Attn Thomas C Wolpert,P.E. Date November 0 , Signature" .~. � ,..,., ..e...t tC � ,�i� ..... Title Agent for Applicant..... ... PRINT FORM Page 13 of 13 EAF Mapper Summary Report Thursday, November 3, 2022 8:48 AM Disclaimer: The EAF Mapper is a screening tool Intended to assist l f project sponsors and reviewing agencies in preparing an environmental 55.2-23 { assessment form(EAF).Not all questions asked in the EAF are answered by the EAF Mapper.Additional information on any EAF 55=2-24.2 f' ', 55.-2-22 l 55.-5-12.2 �ry question can be obtained by consulting the EAF Workbooks. Although the EAF Mapper provides the most up-to-date digital data available to ✓ 55„-6-9 DEC,you may also need to contact local or other data sources in order 55. 2.21 to obtain data not provided by the Mapper.Digital data is not a „ substit1#71ute for agency determinations. G" ry~ x'm Ly r 5 . 511� 55.-512.1 55.:2-24 t 55,-61 C 55.-2-24.4 V 5.-5 10 r .—� f OStawa a9onteal ". 55.-5-13 Tofonto tjtMjtr_ 'Rochc.Aer 5:'218:4 55.-5-7 55.-5-14 " " :-6 1 Cl fad "�rf tldn f " .M�, 7441066 T"A"EI1�13 91p� ftg t USGS, l t fnwap IPJCRE�.4EN PlRCar��tl' tg�afl 5 1 �,r{Cl°ri la ,I 't�47r p� stl lapaq,l`�l�"11,• sfa CFtirt (1-long on , A I to t str'hiailan4, NGCC,(0�OpeiSteetFrlap ontfibtitors andthe�tlS User��rtttq��4l�t�y p(00O cnStrentF+lap coat ibs�r�tw��e GIS User CnmmLuiity jB.i.i [Coastal or Waterfront Area] Yes •B.i.ii [Local Waterfront Revitalization Area] Yes I - .. C.2.b. [Special Planning District] Yes-Digital mapping data are not available for all Special Planning Districts. I Refer to EAF Workbook. ' [Special g � ] `NYS Heritage Areas:Ll North Shore Heritage Area P tent DEC Spills or e History] Site- 'Digital km tipping data are not available or are incomplete. Refer to EAF E.1.h.i [DEC Spills or Remediation Site- Digital mapping data are not available or are incomplete Refer to EAF ,Listed] iWorkbook. E.1.h.i[DEC Spills or Remediation Site- 'Digital mapping data are not available or are incomplete. Refer to EAF Environmental Site Remediation Database] Workbook. EA.h iii [Within 2,000 of DEC-Remediation !No Site] E.2.g [Unique Geologic Features] No E.2.h.i [Surface Water Features] No iE.2,h.ii [Surface Water Features] �No 'E.2.h iii [Surface Water Features] No LE.2.h.v[Impaired Water Bodies] No E.2.i. [Floodway] i No E.2.]. [100 Year Floodplain] !No IE.2.k. [500 Year Floodplain] (No `E.2.1. [Aquifers] sYes E.2.l. [Aquifer Names] iSole Source Aquifer Names:Nassa u-Suffolk SSA 1E.2.n. [Natural Communities] No t , E.2.o. [Endangered or Threatened Species] :No Full Environmental Assessment Form - EAF Mapper Summary Report 1 E.2.p. [Rare Plants or Animals] a INN E.3.a. [Agricultural District] i.No JE.3.c. [National Natural Landmark] �No E.3.d [Critical Environmental Area] No E.3.e. [National or State Register of Historic I Digital mapping data are not available or are incomplete. Refer to EAF Places aces or State Eligible Sites] lWorkbook. �.31.f.[Archeological' Sites] 'No E.3,i. [Designated River Corridor] No Full Environmental Assessment Form -EAF Mapper Summary Report 2 Southold Town Plannin Board work Session — December 9 2 22— P e 2 Project Name. kCala i..� _.._ _ SCTM ros Standard Subdivision #: 1000-95-4-16 1 Location: 18365 CR ., ubd voi Bon-proposes to subdivide a 4.28-acre parcel into two lots 8 _ Description. This standards where Lot 1 equals 2 acres and Lot 2 equals 2 acres in the Agricultural . A �pwn D� istrict Conservation Z_..oni Status: Conditional Sketch Action: Referral Review �. . Attachments Staff Rerod The Enclaves Hotel SCTM# " 1000-63_31w5 � ...Loc ton.am 5....�� This proposed site Ian is for the „w. ..,...�..�...... , ...� 66555 NAYS Route p_§, Southold mm Description:- _._ _... __.... mmmmmIT conversion of an existing 3,026 sq, ft. residence with a 584 sq. ft. addition into a 74-seat restaurant and the construction of a hotel with 44 units, and an outdoor pool on 6.75 acres in the Hamlet Business Zonin District. Status: _ Pendin _. Action: eview .. .. Attachments:�Ym � staff ReRort Revised Plans ... .�.. First Route al Southold � ��00-63 6-6.1 Location: ...�,.� Locat' n: Z5, Church SCTM#: 10 Pro'ect Name: First Universalist Description: This proposed Site Plan is for the construction of a one story 3,950 sq. ft. place of worship and 34 parking stalls. There is an existing parish house and single- family dwelling to remain, all on 1.2 acres in the Residential Office (RO) Zoning District. -..... Act Status: ion: Revier Revised Site Plan Attachments Staff Report w �...... ................... Prof t t Name: Arrow Horse Farm #S 2 9 3 13945.. r�orr Roads Cut hogu CTM 10m00 83- Description: This agricultural site plan is for the proposed construction of an 8,064 sq. ft. building for the keeping, breeding, raising and training of horses with eighteen stalls and no basement; a 1,800 sq, ft, agricultural storage building, two 240 sq. ft. run-in sheds with supporting parking and driveway access on t17.02 acres with Southold Town De elo rnent Ri his m the A-C/R-.80 Zoning District. Status: Pendin _.. �_.... � ... .._ Action: Review for Completeness mm . Attachments' Staff Report .. 90 . u..J _ ....m. _ Road 48„ Southold _... _.. Locaton:ame: 4670 Cou t SCTM# 1000 55-5 9.1 Description: This site for the .ro proposed creation a 7, � �p � p p p 535 sq. ft. marine sales, service, and storage facility, including the demolition of an existing building, on a 37 .1.23 mm� Dis f ., the Generausnest BZongstrict._ Status: New Application Action for Comolain.e_.n.._. _,. ,...� ess _ _...... �. _.... �........ .....��. ;.� ._..� Review Attachments: Staff Report u.... __. Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date: December 19, 2022 Prepared By: Mara Cerezo I. Application Information Project Title: Peconic Water Sports Applicant: 46770 Route 48 LLC Date of Submission: October 5, 2022 Tax Map Number: 55.-5- 9.1 Project Location: 46770 Route 48 Hamlet: Southold Zoning District: B II. Description of Project Type of Site Plan: Retail Business Acreage of Project Site: ±0.85 Acres (37,123 sf) Building size: 7,535 sf This site plan is for the proposed creation of a 7,535 sq. ft. marine sales, service, and storage facility, including the demolition of an existing retail building, on a 37,123 sq. ft. parcel in the General Business "B" Zoning District, Southold. III: Completeness Review: See attached checklist for Site Plan Requirements. IV: Analysis 1. Existing: a. ±0.85 acre parcel with a 2-story frame existing building that is planned to be demolished. i. A topographic survey showing the existing conditions and contours on site has been provided. b. Surrounding land: i. North: County Route 48, opposite B zoned parcel with commercial plaza ii. East: one B zoned parcel with existing commercial/business, and one split zoned R-80/R-40 parcel with a single-family dwelling. iii. South: one split zoned R-80/R-40 parcel with a single-family dwelling. iv. West: one B zoned parcel with commercial plaza 1 2. P'ro osed construction: a. A two-story 7,535 sq. ft. marine sales, service, and storage facility. This includes office space, restrooms, sales/service area, storage space, and a second level loft area for additional marine storage. b. Access: An asphalt U-shaped driveway with two points of entry/exit is on the north side of the parcel off of North Road (County Route 48). The westerly entrance is 22' wide, and the easterly entrance is 20' wide. Both are the required 10' distance from adjacent property lines, per §280- 48(B)(12)(a). c. Parking: 19 parking stalls are proposed, four in the front yard (one of which is ADA) are on asphalt and 15 in the rear yard are on a stone blend surface type. Mountable curbs are noted. d. Grading and Drainage: Calculations provided. Roof drains and catch basins are directed toward three distinct leaching field areas with a total of 9 leaching pools. Details provided. e. Utility Plan: Water and electric services come in from the North Road to the western side of the building. 3. General Business District § 280-47 Purpose: The purpose of the General Business (B) District is to provide for retail and wholesale commercial development and limited office and industrial development outside of the hamlet central business areas, generally along major highways. It is designed to accommodate uses that benefit from large numbers of motorists, that need fairly large parcels of land and that may involve characteristics such as heavy trucking and noise. § 280-48 (B) Uses permitted by special exception by the Zoning Board of Appeals. (12): Public garages, gasoline service stations, new and used motor vehicle lots, vehicle sales and rental, including the sale of recreation vehicles and trailers and boat sales, with accessory repair facilities, all subject to the following requirements: (a) Entrance and exit driveways shall have an unrestricted width of not less than 12 feet and not more than 30 feet and shall be located not less than 10 feet from any property line and shall be so laid out as to avoid the necessity of any vehicle backing out across any public right-of-way. (b) Sale of used vehicles or boats shall be conducted only as accessory to the sale of new vehicles or boats. 2 (c) Vehicle lifts or pits, dismantled automobiles, boats and vehicles and all parts or supplies shall be located within a building. (d) All service or repair of motor vehicles, other than such minor servicing as change of tires or sale of gasoline or oil, shall be conducted in a building. (e) The storage of gasoline or flammable oils in bulk shall be located fully underground and not less than 35 feet from any property line other than the street line. (f) No gasoline or fuel pumps or tanks shall be located less than 15 feet from any street or property line. (g) No gasoline service or repair shops or similar businesses are to be located within 300 feet of a church, public school, library, hospital, orphanage or rest home 4. Zoning Board of Ap ipeals (ZBA): Special exception approval is required pursuant to § 280-48 (B)(12). A variance for the linear footage is required. The proposed structure with 78.1' of linear footage on the North Road is over the code allowance of 60'. The ZBA held a public hearing on 11/3/2022. The hearing was closed subject to SEQRA determination from the Planning Board. Planning Board will take Lead Agency under SEQRA and coordinate with the ZBA as an involved agency. 5. Bulk Schedule/Code Re uirerments: General Business (B) District a. Lot size Total lot area minimum = 30,000 sq. ft. Lot size for proposed project = 37,123 sq. ft. Maximum lot coverage = 30% Proposed lot coverage = 20.3% b. Landscape co era e Minimum required: 35% Proposed: 35.4% c. Setbacks Proposed building Required Provided Front vard Variable* 65.1' 65.1 Side yard 25' 25.5' Both side yards 50' 72' Rear vard 35' 76' 3 * If the adjacent parcels are developed, the minimum front yard setback shall be the average of the setbacks of the adjacent parcels. Neighboring parcels have front yard setbacks of 62.6' (SCTM# 55.-5-7) and 67.5' (SCTM# 55.-5- 10) for an average of 65.1'. 6. Parma a. Required pursuant to § 280-78: • Boat and marine engine repair and sales: 1 per 250 sf of gross floor area. o 3,015 sq. ft . 250 sq. ft. = 12 stalls • Storage building: 1 per 1000 sf of gross floor area. o 6,605 sq. ft. _ 1000 sq. ft. = 6.6 or 7 stalls • Total required = 19 stalls • Total proposed = 19 stalls (including one ADA) b. Loading area pursuant to § 280-79(A)(3), one berth is provided at the required 15' x 45'. c. Parking lot surface type is asphalt pavement in the front and stone blend surface in the rear of the building. 7. Landscaging: a. Planting plan along with plant material list is provided, including quantity, species, size & type, spacing, etc. b. Five (5) street trees are provided along frontage on North Road along with a 25' front landscaped area, in accordance with §280-93. c. Transition buffer areas abutting all residential districts are 25' in accordance with §280-94. These buffer areas include grass/ground cover along with Emerald Green Arborvitae Trees. d. A landscaped area is provided along the perimeter of each parking area with a minimum width of 4' in accordance with §280-95(B). e. Automatic underground sprinkler systems with rain sensors shall be provided for all proposed plantings and landscaped areas. No details are provided. 4 Staff: Applicant needs to include at least one shade tree of not less than two- inch caliper for every 40 feet along the perimeter of the parking areas in accordance with §280-95(B). More details on proposed irrigation may be necessary for comprehensive site plan review. 8. Sanitary: Test hole details and soil boring location are shown on Sheet 2, "Grading & Drainage & Utility Plan". Project site is located within Groundwater Management Zone III. Applicant is using 300 GPD/acre in their allowable site sanitary flow calculations. a. Required site sanitary flow is 288 gpd b. Provided OWTS capacity is 500 gpd c. Sanitary System: FujiClean CEN 5 I/A Septic Tank and one leaching pool 9. Exterior Lighting: Six (6) exterior light fixtures are noted on the photometric plan. Details include: feature detail, quantity, lumens per lamp, mounting height, color temperature, location, and orientation. The photometric plan shows footcandle values. Staff: The comprehensive photometric plan including lumens totals will be further analyzed during referral review. 10.Exterior Si na e: The applicant has no immediate plan on signage at the time of the writing of this staff report. Staff: Any proposed signage is subject for future review by the Planning Board. 11.State EnvironmuentaI guali Review Act S"Et, RA : The proposed action is Unlisted under SEQRA. V. Planning Board items to consider: 1. Accept the application as complete for review; 2. Classify the action as Unlisted under SEQRA 3. At the January 9th, 2023 public meeting set the hearing for February 6, 2023. 4. Distribute referrals. 5 Southold Planning Department Checklist for Site Plan Application Completeness - Section 280-133 Project Name: Peconic Water Sports Completed by: Mara Cerezo Date: 12/19/2022 A. Submission of a complete site plan application shall Received Comment consist of: 1 A completed site plan lication form. ....� ✓ 10-522 (2) The site plan review fee, as specified in Subsection B ✓ $1253.50 below. Editor's Note: See now § 280-138, Fee schedule for submitted site Ian a lications. 3 A completed environmental assessment form. Full E..- ✓ 4 Nine copies of the site Ian. ✓ property survey, certified by a licensed (5) Four copies of a prop ......_. ✓ land surveyor. B. Standards. Site plan design shall include the following items: ....... _.....__........ (1) Technical data: Received Comment (a) The lot, block and section number of the property, taken ✓ 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 a p licable New York State license seal and si nature. (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 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 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 N/A proposed easements, setbacks, reservations and areas dedicated to public use within or adjoining theproperty. (i) A complete outline of other existing easements, deed ✓ restrictions or covenants applying to the ropertyr. 1 Checklist for Site Plan Application Completeness Southold Planning Department (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 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, ✓ referred to mean sea level as per United States Geological Survey datum. (b) Boundaries of any areas subject to flooding or N/A 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 N/A 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, 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 N/A features within 500 feet of the property boundaries. 3 Existing building structures and utilities: Received Comment . (a) The locations, dimensions and outlines of all buildings, ✓ as defined in § 280-4 of this chapter, and all uses of the site. (b) Paved areas, including parking areas, sidewalks and 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 propeq (d) The location and use of all buildings and structures, including curb cuts, within 200 feet of the boundary of the subject property. .. 2 Checklist for Site Plan Application Completeness Southold Planning Department .... ........ ...................._. .......... ......... ......... (4) Proposed construction: Received Comment (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 N/A None proposed accordance with applicable sign regulations. at this time. e The location and details of aprons, curbs, sidewalks,O p Iks, ✓ fencing (type and location), and grading, including existing and proposed topography with two-foot contours (on site and 200 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 ✓ _._. (') g floor plans showing the pro osed use of floor area. Notes: N/A = Not Applicable 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 Submission Without a Cover Letter RE 6' EIVED Sender: �� C. C�'r�N)S-rQL DEC "�11, 2022 -buth6@ 16i46 Planning Board Subject: SCTM#: 1000 - Date: A 2.1 1 2-2- Comments: (� Coeies re\ASed fans OFFICE LOCATION: 1VIAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 �" Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY a Telephone: 631 765-1938 www.southoldtownny.gov a PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman, ZBA Chairperson Members of the Zoning Board of Appeals From: Donald J. Wilcenski, Planning Board Chairman c� Members of the Planning Board Date: October 26, 2022 Re: ZBA#7700SE, 46770 Route 48 LLC 46770 County Road 48, Southold SCTM#1000-55.-5-9.1 The Planning Board has reviewed your request for comments regarding the above-referenced application, and is requesting more time to provide substantive comments for your consideration. In addition,the Planning Board plans to take Lead Agency under SEQRA and will be coordinating with the ZBA as an involved agency. We appreciate that the ZBA will be holding the Special Exception hearing on November 3, 2022. This will assist us in gathering public comment to ensure our review under SEQRA addresses all of the concerns of the community. If you have any questions or require additional information, please do not hesitate to contact the Planning Office. cc: John Burke, Assistant Town Attorney �.w REC FINNEGAN ,SAW P.C. 132,50 MAIN ROAD G � � °'� �� 1.D, L30X 1452 u- Pla o nnir " own `�r A WFFI C 1�,11-W �"OR 11952 rg Board (631j 31, - 070 MARTIN D. FINNEGAN, ESQ. MFINNEGAN@NORTHFORK.LAw B Hand October 4, 2022 Donald Wilcenski, Chairman Southold Town Planning Board 54375 Route 25 Post Office Box 1179 Southold, NY 11971-0959 Re: Peconic Water S Premises: pots Marine 57""7 FacilitY Site Plan Application 0 Route $, Southold, NY SCTM #1000-0;i5.00-05.00-009.001 Dear Chairman Wilcenski: With. respect to the above-referenced application e check made payable to the Town of Southold in the nclosed please find a red ding fee and an original and one following documents for your review: amount of 1,23.50 representing the rewi (1) copy of the 1) Site Plan Application. Form. 2) Notice of Disapproval dated June 10 3) Applicant's Affidavit. 2022. 4) Applicant's Authorization. 5) Transactional Disclosure Forms for Applicant an 6) Local Waterfront Revitalization Program (LWRP Agent. Assessment Form. ) Consistency 7) Short Environmental ,Assessment Form. 8) Proof of Lot Recognition. 9) Color photographs of the 10) subject premises. ZBA Area Variance Application submitted 07/ 11) ZBA Special Exception Applicatio submitted7/13/2. n, 12) Four (4) current surveys. 0 / 3/2022. 13) Nine (9) site plans including landscape, lighting and alignment plans. 14) Nine (9) radius maps. Kindly advise if you require any further documentation to :lace matter on YOU" next available agenda. 'Tha our:-1k you for co l this � consideration. Ve rule O-U s,....... Mar " D �negan MDF/as Encl. cc: Joseph Flotteron Heather Lanza, Planning Director OFFICE LOCATION; r "�' ' Town Hall Annex 54375 State Route 25 ) r' MAILING ADDRESS (cor. Main Rd.& Youngs Ave.) R0, Box 1179 Southold, NY Southold, NY 11971 ' I091)(Mea 63I-7 -193 rw.s0uthold(owrt11ywgov PLANNING BOARD OFFICE TOWN Off° 0tJ1JO1..,D MEMORANDUM To: Accounting From: Planning Department Date: October 5, 2022 Re: C= Please deposit the attached check into B661: Deferred Revenue. Plan Application not yet accepted by the Planning Soar Fee is for a Site .. _ g d. AppljcanW0 j.-j',m.-. . roect Name ---_._. _ Type Tax Map.�..�Ww.._�....��...._.� _ # �. ...�_�. . Site _ _ Amount C1 ecV ate Peconic Waters orts-.-�.�.�.... .. _ ��IO• e Plan p Marine Facility— 122-6-35.4Wmm l IT 10/3/22 - 1167 Finnegan Law .,sa ,. SOUI'HOLD PLANNING BOARD REC SITE PLAN APPLICATION FORM TIVED �- - OCI Srte I''1an Name and Location :�Gta Planning Board Site P PECONIC WATER SPORTS-Plan Name: MARINE FACILITY 09 _ 30 / 2022 Suffolk County Tax Map #1000-055.00- 05.00 Application Date: 009.001Other SCTM#s N/A Street Address: 46770 ROUTE 48 Hamlet: SOUTHOLD Distance to nearest intersection: 406'TO BOISSEAU AVENUE Type of Site Plan: \/ New Amended _Residential Zoning District B Ors+ ersl ent Contact Inforniation Please list 11alne, inailin, attar es& and bone nzrmbet the o ?Ie below: Property Owner 46770 ROUTE 48 LLC Street PO BOX 88 City GREENPORT State NY Zi 11944 Home Telephone 609-937-9801 Other p Applicant 46770 ROUTE 48 LLC Street PO BOX 88 City GREENPORT State NY 11944 Home Telephone 609-937-9801 Other Applicant's Agent or Representative.. Contact Person(s)* MARTIN D. FINNEGAN Street PO BOX 1452, 13250 MAIN ROAD City MATTITUCK State NY Zip 11952 Office Telephone 631-315-6070 *Unless otherwise re uest cher orrspodenc will be sent Otonl y to the contact person noted here. Site Plan APPlication Form 211812010 Site Data Proposed construction type: )� New Modification of Existing Structure Agricultural Property total acreage or square footage: 37,123SF Change of use ac./sq. ft. Site Plan build-out acreage or square footage: 7,535SF ac./s ft.q. Is there an existing or proposed Sale—of yes, ear alarn: Develcapa�tie��t Rights on the property? Yes .. _ .. M _ 1 No If Does the parcels) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? If"yes", explain (and attach any necessary documentation— gn, etc.) Y�N title report, subdivision approval, etc.) -•• - - _ the lot was created b two deed transfers on 02/26/1966 in Liber 5919 Ira e 137 and 05/27/1966 in Liber 5967 s p°�er ro R . ..�� .. . recor car „ .. �. Building Department Notice of Disapproval Date: 05 Boa / 10 120 2 Is an application to the Southold TownTown, onirts� ._. . .�.. f yes, Board of Appeals required? Yes �/ y you submitted an application to the ZBA? Yes No If es attach a colay olW the ap lication _ .. No p packet, Show all uses proposed and existing. Indicate which building proposed per building, indicate square p footage of floor area per will have which use. If more then one use is use. List all existing property uses: RETAIL BUSINESS List all proposed property uses:, � MARINE SALES SERVICE AND STORAGE FACILITY Other accessory uses Existing lot coverage: 4.5 g /o Proposed lot coverage: 20.3 Gross floor area of existing structures : 1,535 — sq. ft. Gross floor area of proposed structures : 7,535SF J!ark g p #of proposed spaces: A 1� ' g�laace ata� #ofextstin spaces: w�—.....�.p.W_P 19 � oadi�ag Berth: Yes No M . �� a in 'Details: Existing la��dscape covers �e: +-90 �. -. ,_�. .. g /0 1 r o used la�t�dscalae covera.x�o: 35 °/ � � .. o .. .. .. Wetlands: Is this atop y 5 5000 ? Yes No Ma.. .� .. ybe _ er wrt m ' of a wetland I, the undersigned, certify that all the above information is true. Signature of Preparer: _ 4 -- ate: Site Plan Application Form 211812010 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUT TOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 8, 2022 Revised:,Tune 10,2022 TO: Martin D. Finnegan,ESQ. (46770 Route 48 LLC) PO Box 1452 Mattituck,NY 11952 Please take notice that your application dated March 31, 2022: For permit to:Demolish h an e c stirs buildin and constgruct a new marine sales ervice d store a fcili Peconic ' r'aters orts at: Location of property: 46770 Coun Road 48 Southold NY County Tax Map No. 1000—Section 55 Block 5 Lot 9.1 Is returned herewith and disapproved on the following grounds: frr°om the Sout 80..127' �e ro sed use re wires site lan a hold Tawn Pl � . ursuant to Article�lll Section 2 Board. ravel Additionall the ro osed co truction in the B District is not ermittedtrsuant ArtileI Section 280-50 C hich states: "no sin le struetuGre shall have mar to w linear fee offr nta a on one street". The site Ian shows th ro osed buiidin than60 linear feet wide alon North Ro to be 95 Lastl and in addition a marine sales service and'store e faciii rnust obtain s exce tion a royal frorn the Zonin. Board of A eels. ci,al You may now apply to these agencies directly. This disapntroval has been delrartrnent; revised based on an amended site plan provided to the building Authorized Signature Note to Applicant: Any change or deviation to the above referenrced a may require further review by the Southold Town Building Departm np.Iication, CC: file, Planning Board,ZBA RECEIVED Qj�l FORM NO. 3 JU7'9_202ZTOWN OF SOUTHOLDBUILDING DEPARTMENT -966� fds�Wn SOUTHOLD,N.Y. Planning Board NOTICE OF DISAPPROVAL DATE: June 8, 2022 TO: Martin D. Finnegan, ESQ. (46770 Route 48 LLC) PO Box 1452 Mattituck,NY 11952 Please take notice that your application dated March 31, 2022: For permit to: Deter°lolish ler e ist g wb ildilr�Ji rcl r c nst t c a ne sates.-service Lind s (zlef' flit _ l�econic 4� t � rtsh art: Location of property: 46770("sa n�y f Qa 4&w Sotatl�qld. NY County Tax Map No. 1000— Section 55 Block 5 Lot 9.1 Is returned herewith and disapproved on the following grounds:: ?ur umit to Article,X [l[ S c n tio 280- c*ease rec rr s itc�Ial rr�ar�cr� l ._ t"or the Soutt old Taws nni 1Jo rL, Add rtrcr all�the pressed c()nstrggtion n _ _tjyeo 3 Diws. ric.t ucis unreqf hrititate c prr rcars Article 1 Section 2a .eqalq rir> n—c eet 6_0, of,t; o tagg car► orr street"' �,rtq Marl hca st1Ic pxo R rcr Ic rllg tcw lie linear `qqt ice l(a Wirth Road Further. the c)r structi��rn s s cat pernrrtt c °s cant to the Bulk Scl ed le. vl i h re crir°es a l n is pr area of 35; . 1 lte srtewpl r ndrea t rrr c lac c( it tra bew 1 .6% LLam 1, aid p addition the lrta inc sales service and storrva°e�irci�lit;�� must dbtair laecial a � iLar�a arcavl frcaa��r the.!'orlir_�g B�aa:�cl p f�, ; l�m You may now apply to these agencies directly. 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, Planning Board, ZBA APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK Joseph Flotteron, being duly sworn, deposes and says: That he is the Sole Member of 46770 Route 48 LLC Which is the owner Of Property located at 46770 Route 48, Southold, NY 11,971 (Suffolk and County Tax Map 1000-055.00-05.00-009.001); That said Limited Liability Company is tile Owner of the above property, W ich a Site Plan application L ty 11 is hereby making , by their authorized agent, Martina D. Finnegan, Esq,; and ""hat there are not cxislingstrWtUres or iniprovenjents on the land which are 1101 shown on the Site Plan; that the title to tile,entire parcel, including all ri 11 establis said Plan; that no part of g ts-Of-Way, has been clearly hed and sl)OWn oil,s, , the Plan infi-irlgeS upon any duly filed Plan Which lias not been abandoned both as to lots and as to roads� regulations adopted by the PlanIning Board for th , that fie has examined all rules and same, that the pla, e Filing of Site Plansand will comply with I is subinitted, as approved, will not be alter orchanged in any manner without the aPProval of the Planning Board; and that the actual physical iniprovements will be installed in strict accordance with the plan as approved by the Planning Board, 46770 ROUTE 48 LLC Sworn beft se Fl / re me this 16? By. Jo-ph day of oe On, Sole Member 2022 IN, Notary Public r**"S=CHWEr-ITZER AN-NALISE 1�7c 1 - �S NOTARY PUBLIC-STATE OF NEW PORK (W NO.OISC6409457 E WCO A ULF D QUALIFIED IN SUFFOLK CoUNTy EXPIRE EXPIRES Sp2a,20,) SOUTHOLD PLANNING DEPARTMENT APPLICANT'S AUTHORIZATION 1. .Iosefla f"lott�eron, Sole Member 0l`46770 Route L1�C „ l::s�I, to act gas agent hea•�,b .autl�oa�aze !"�"1��rtia�a D. �""ia�t�egata a ent on the rope11y of46770 route 48, Southold, 11971 (Suffolk County '1"a�x Map 11100-C1S.00-0 .OI;)-00 "001) and l��a.tadle all necessary � process with the Southold Planning Board. y work involved' �� tl�ae site l�laa� 467701oute C By: Joseph l" of �w.._.. _ y Sol, e Member Sworn be oa e ine this ap day of � 2022 � � Notary ° Public SCHWEITZER ANN LISE NOTARY PUBLIC.STATE OF NEW PORK NO.OISC �IFIED IN S FOLK COUNTY I41YCOdMIaION EPIRI:S SEPP2Se 20 Southold Plan 1192MMAHAin gor jD2Ke paa rr tMm e n t Applicant Transactional Disclosure Form The Town Of Southold's Code of Ethics prohibits conflicts of- interest oil tile part and employees. The Purpose of this form is to provide inl' town officers 'OrMation WlI,Ch can alert the towli of possible conflicts of interest and allow it to take whatever ae I ssary to avoid same.Your Name.. JOSEPH FLOTTERON tion is nece Last, First, nricl dle initial IM/cUs'you ore aplrf jing in the name ofsomeone else or other entity,such as a company. Ifso, the other pe1`S0P7,.V or company's name. Nature Of Application: (Check all that apply) Subdivisiol,or Re-subdivision V Other(Please ninne other activity) Site Plan Do YOU Personally(oj•throt1g,,h your colllp<nly,SPOUSC,Sibling,parent or child)ld)have a I-el, 'Ishii)with any Officer or arriage ol-bt,lSilles employee of theTown of Southold? "Relationship includes by blood, in. atio interest"illewis a busilless,, ij 'si Merest. "Business ownership o�f(or - Ichiding a partnership, in which tile town officer or eillployce shares. CITIPloyment by)a corporation ill which the to officeroar cillployceo haScvenapartial Yes NoV Wrls 11101-C,than 5%of tile If You answered"Yes"complete the balance of this form and date and sign where indicated. Name of the person employed by the Town Of Southold Title or Position of that Pei-son ' Describe the relationship bett"ell YOU"Self"(the applicant).1 n(I the town appropriate line A through D alld/Or describe in the space Provided, officer or employee. Either check the The town officer or employee or his or her spouse, Sibling,parent or child is(check all that apply): — A the O'wllcr Of grcaterthan 5%of the shares of the corporate stock of the applicant(when the applicant is a corporvItion), — B. tile legal or beneficial owner of any interest in a noncorporate entity(when the applicant is not a cOrPonation); — C- 311 Officer,director,partner or employee of the applicant; or — D. tile actual applicant Description of Relationship: Submitted this al-T day o,(i�jp_t2022 Signattil Print Name JOSEPH FLOTTERON Disclosure Form Southold Plan 4.� a �I�t�eot " Transactional Disclosure Form The Town of Southold's Code of Ethics prohibits conflicts of interest on the art of and employees. The purpose of this form is to provide information which can alert town officers Possible conflicts of interest and allow it to take whatever action is necessaryto avothe town of Your Name. MARTIN-`--middle '---- EGAN id same. unless you are applying in the name of someone else or other enti indicate the other person's or company s name. ty,such as a company. If so, Nature of Application: (Check all that apply) Subdivision or Re-subdivision Dther(please name other activity) Site Plan....�.. .. Do you personally('or tljrouglt your connpally,spottse, sibling, empl�oyce ofthe'rown OfSoutitold;r "ReIhitiortsllip�includes by blood, nrarria � or a p�w-ent of Child)1tawR,�relationship with tttty ollicer or trrtetest tnea�ns n business, iRluding a partnership, in wbi�ch tite to" r�J officer or employee ltas every tr tlrtj:t g business interest. "atasint,ss ownership of(or etnladoyrnertt l�Y) eorporKtl'ion in which t`lte towra OtEcer Or exuployce owns tt�more t1lall 5"w sltar�es, p 1 of t`lxe Yes No If you answered"Yes"complete the balance of this form and date and sign where indicated. Natne of the person employed by the Town of Southold Title or position of"tltart person Describe the relationship between youw sclf(die applicant)and the town officer or appropriate line A tlrrou,gh ly and/or dest,t the in the space provided employee. Either check'the 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 bcneficiaml owner of any interest in a noncorporate entity(when the applicant is a corporation); C. an officer,director,partner or employee of the applicant; or not D.the actual applicant Description of Relationship; Submitted this day oh � ,, �.. .. Signature PrintName..-.M�..AR.7.�IN,.�Da. ..,F...�IN...�N.�_E.�G_.A... N _.. Disclosure Form Town of Southold LWRP CONSISTENCE ,ASSESSMEI T FOR.P A. INSTRUCTIONS 1• All applicants for permits* including Town of Southold agencies, Proposed actions that are subject to the Town of Southold Waterfront�o�asistc�� assessment is intended to supplement other information g s, shall �on7plete this CCAF for making a determination of consistency. , °rmation used by a Town of� ��thold eview agency"Il is and other ministerial permits not located within the a.vtal irI�l�1elirtBuilding p�� '° ' C�a�exr �lrc�a:�� rrrrtti 2. Before answering the question s in Section C, the preparer of this form should review the exe minor action list; policies and explanations of each policy contained in t Waterfront Revitalization Program. A l oposed action will be beneficial and adverse effectsu9ol tle coastal area he Town of Southold Local e evaluated as to its significant (which includes all of Southold Town). 3 If any question in Section C on this form is answered. "yelp,, then t acl�ievenaerat of the L�'RP policy standards and c,cr diti es , then �a t Thus, the action should be analyzed d more he ��°sco action may��ew l the determination that it is consistent i the m detail 10 modified riot review law. detail and, if necessary, mod�l� d prior to making a. standards and conditions. If an action cannot be certified as consistent m extent practicable with the L . standards and conditions, it shall riot be�xncannit WRP policy with the LWRp policy A copy of the LWRP is available in Online at the the followin website (southoldtown.northfork.net), the Board ofTrustee Office Pl n of Southold's local libraries and the Town Clerk's office, he Planning Department, all B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 055.00 _05 009.001 The Application has been submitted to (check appropriate response): � Planning Town Board ) Dept. ® Building Dept. Board of TrusteesZONING l• Category of Town of Southold agency NG BOAR g y action(check appropriate response): OF APPEALS; (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: Nature and extent of action: I [ 111�l SI L. S P�-RE T I B UI L.�_--W_Qfl�l.SERVICE ( I TI I T A 7 W fi E MARINE SALES, V, �gNp STORAGE FACILITY ON A 37 123SF PARCEL THE GENERA ..�._„� BUSINESS ZONING DISTRICT. ----u � -L Location of action:46770 ROUTE 48, SOUTHOLD, NY 11971 Site acreage:�0.852 Present land use:RETAIL Present zoning classification: B 2, If an application for the Proposed action has been filed the T. .�..�..� halo► natiotl shall be provided own of Southold agency, the following (a) Name of applicant:46770 ROUTE 48 LLC (b) Mailing address: PO BOX 88 --�- GREENPORT, NY 11944 .. ._. O Telephone number: Area Code ( )609-937-9801 (d) Application number, if ajy " Will the action be directly undertaken,require funding, or approval by anv-estate or federal ederal agency? Yes NOV If yes, which state or federal agency? DE,VELOPED COAST POLICY -� Policy I. Foster a pattern of development in the Town of Southold that enhances preserves open space, makes efficient use of infrastructure, makes beneficial use of minimizes adverse effects of development. See LWRp Section II _ community character, criteria. I Policies; Page 2 for evaluatio a coastal n on, and Yes Ej No &Z Not Applicable THIS IS A PERV'uIITTED USE BY SPECIAL EXCEPTION IN THE GENERAL BUSINESS µ —� SINESS ZONING DISTRICT. Attach additional sheets if necessarym 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 ® Not Applicable THIS SITE HISTORIC KNOWN O N HAS O - � _ N KNOWN C OR ARCHAEOLOGICAL SIGNIFICANCE. 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 YesUENo ® Not Applicable TIME�Q� PREMISES_ — IE N A MA .QI ROAD-AND I U RO BEEN AND WILL CONTINUE TO BE C7E" ELOPED AS BUSINESS R0 N® D B1'..FA 'ELNA HA"VI .— — PROF�SSIONAL USES �— Attach additional sheets if � "necessary — ..—_. ..� NATURAL, COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—policies Pages 8 throuil 16 for evaluation criteria Lrj Yes No ® Not Applicable THE PARCEL IS NOT NEAR A HORELINE. ---.—..gym ..�."—..�....�. Attach d Tonal sheets if necessary . — _ ��... Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section -- —�� —Policies Pages 16 through 21 for evaluation criteria III TH Yes No ®Not Applicable _..� PROP .--. �._..�...�� Y AFFECT WATER QUALITY IN THE SED DEVELOP ENT WV LL NOT AD °ERSEL. T . W .. OWN OF SOUTHLD. _�— — —.—._—. Attach �cl lit�o,nal sheets ecessary — — — Policy 6. Protect and restore the quality and function of the Tow Significant Coastal Fish and Wildlife Habitats and wetlands. See L n of Southold ecosysteuls including through 2 for evaluation criteria. WRP Section III—policies; Pages 22 Li Yes Lrj No® Not Applicable THE SITE IS NOT NEAR TIDAL OR FRESHWATER WETLANDS. Attach additional sheets if Polic y 7. Protect and improve air quality in the Town of Southold. Pages 32 through 34 for evaluation criteria.. See LWRp.Section III — Policies L."'.-f Yes E3 No® Not Applicable THE OPERATION OF THE PROPOSED BUSINESS WILL NOT CREATE AI R POLLUTION. �.. ... AttachIioa<aI sheets if `"" Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardousg substances and wastes. See LWRp Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes 0 No ® Not Applicable THEOPERATION OF THE PROPOSED BUSINESS WILL NOT GENERATE SIGNIFICANT SOLID � - WASTE PUBLIC COAST POLICIES _— Policy 9. Provide for public access to, and recreational use of, coastal resources of the Town of Southold. See LWRp Section III—Policies; Pages 38 t waters, public lands, and public criteria. g through 46 for evaluation E3 Ye No® Not Applicable THE SITE IS NOT ADJACENT TO TOWN WATERS OR LANDS, Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote sitin suitable locations. See LWRp Section III—policies; Pages 47 through 56 f g of new water-dependent uses in g or evaluation criteria. Yes E No G Not Applicable THE PROF�OSED 6 SINESS WILL ENHANCE AND FACg�dTATE BOATING IPA SOLdTH SA LE 1N 7 dw'VdC ORE ID d TS WH r..OWN h+ATEIgCRA.. d=T.'TI I. . LD TOWN 13Y I _.. .�. _ _ECdDIIG n _ . ._. — �_.. Attachddl,io al:sheets if necessary „ Policy11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section Pages 57 through 62 for evaluation criteria. LJ Yes LJ No ® Not Applicable THE SITE IS NOT NEAR THE SOUND BAY, OR TOWN WATER: Attach additional s _ . heets ifnece�� " ary Policy 12. Protect agricultural lands in the Town of Southold. See 62 through 65 for evaluation criteria. LWRP Section III — Policies; Pages T OPERATION No V Not Applicable —•�-- RATION OF THE--�� RROP6SED BUSINESS WILL NOT INTERFERE WITH ANY E ._— . �._`_._'.'_"`�----° .�-•��..�..�..�_._..�.. AGRICULTURAL LANDS OR USES. Att sheetsach additional if necessary ."'." _��• •— —. _ . Policy 13. Proulote appl.opriate use and development Of erle Section III— Policies; Pages 65 through 68 for evaluationl criteria. -� rgy and mineral resources. See LWRP E° Yes El No 0 Not A REPaQP �E . I AMU Applicable TO MINERAL RESOURCES.'- IIIILLQL QQN �4 - - y I d Created on 5125105 ll.20 AM 6I Z20 Appettelix,8 Short Envirolirrrertt(d Axvt.vqfjent Form '",st"IctiOns for Coin :I t, Part 1 -Project Caa�forrtaataon, "I'lr aappllcant or pt•rrlect^sponsor is respocasible Ftar the completion become:purl of the�aplalac�ataarn for appraaval or forPI'.,. r:SPon etc Pay l l laased on information caarrently<availablc 1faaddition,� be t 1 Part e Responses gr are subject to lamilalac a�evierv,and assay be subec(taa fiartlaea veaalaca(i.on. aeslaoaad'to«aaay item,please aaaswcr as tlaorou, l reseaacla oa'investigation woaald be needed l'ta faally ghly as lao�sibl�e based on current informaation. CornPlete fill items in part 1. Yoga""y also,provide any additional information whicl�a to tRae lead agency;y>attaach aaddi(ltaraarl paa�gos��as necessary to suPPleaa enI anyitean. You believe will be needed by or aaseflal Part 1 - Project and Sponsor InlaDryatlory Name of Action orProje� Tct ` S MARINE FACILITY _ _. Project ocatiNIC WATE abe„a SPORT M - ._an attach a locaatao,n map): 46770 ROUTE 48, SOUTHOLD NY 11971 - 1000-055.00-05.00-009,001 grief pescrip(ion Rat°"lea°oposecl Action.:. DEMOLISH EXISTING RETAIL BUILDING, CONSTRUCT A 7 SERVICE AND STORAGE FACILITY ON A 37,123S BONING DISTRICT. F PARCEL N THE GENERAL NE ALES, AL BUSINESS Name ofApplicsas ponsor: MARTIN D, FINNEGAN, ESQ. Teeplaaaaae: 631-315-6070 Address: -----------..�_.-...-�... ' E-Mail: PO BOX 1452, 13250 MAIN ROAD MFINNEGANNyPTNFO �A1 City/PO: _`_"_ MATTITUCK Stater Zip Code:�� y involve the le�,isl - NY 11952 aclministrativeropaaule sed ao�ioaa � ativc aada'aata only aaa , gulation? l oaa of a plan,local law„ordinance, l NO YES ll Yes attach�a aaaaaatavc clecaa°alaora cif(lie a:nte,aat of''tlae proposed action and the environmental »a. t c „an the naa�nici aalit sand roceed to Part ental resources that Dc w 1 y _ X say aes�the Prop()seal action ac aata-c,as ' o, continue to question 2. " `" p t2. Ifn It Yes, last as cnc pernpa ovalroval or lundang-r. .any other gove — g y(s)name sand crnait oa•a la Dias a rnmental Agency,? SGUTHOLD TOWN PLANNING BOARD.SITE PLAN APPROVAL YES SUFFOLK Ca TOWN a aNRNG BOARD OF APPEALS-AREA VARIANCE APPROVAL SLt__ Fl tOt R COUNTY CaEPT O HEALTH SERVICES 3.a. `lcatdal�acrca e of the site �`�• --- _ X c of the proposed action? b. ftatalacreage taa lie physically disturbed" 0.85 _�.__acres c.Total acreage 01C g (pa"oJect site said any conti�guoaas pra'aperties',)owned _- acres or ~controlled b Ilac aaplalic ant or protect sponsor' 0-852.— ,_. y g a`Na°llae sari aoscd action. acres ❑ Urban d �cllo�nan p.asset to�� ~.� Check all land asses(hair occur oaa a Rural °zton ag,raculture ❑ 1 1 on. ❑Forest ❑ ) Rnaltistria,l VCommercial VResidential(suburban) Agriculture ❑Aquatic ❑ ❑Parkland q Other(specify): Page 1 of 4 5, Is the r . p oposed action, �•• � a.A permitted use under the zoning regulations? NO YES- N/A b. p opted comprehensive plan? X 6. action co Consistent with the ad . .. _ X Is the proposed nsistent with the predominant character of the existing built or natural landscape? 7. NO YES —`— . If Yes identify: located in,or does it adjoin,a state listed Critical ErrvironQnental Area? s the site of the ro o NO p p sed action 1 YES 8a a. Will the ro osed action result in a substantial increase in traffic above present levels. µ` ' NO YES m b, Are public transportation service(s)available at or near the site of the proposed action? �X�... c.Are any pedestrian .�•.�._"' accommodations or bicycle routes available on or near site of the proposed action? X D 9, oes the proposed action meet ore d the state energy code requirements? X If the proposed action will exceed requirements,describe design features and technologies: NO ..w .�._..__ g YES . ..._ X 10. Will the ro` p posed action connect to an exis ting publi a rtv�towater supply? If No, describe method for providing potable water: NO YES tio acn con 11. Will the proposed nect to existing wastewater g water utilities? '- ---------.... If No, describe method for providing wastewater treatment: NO YES 12. a.Does the site contain-� eitherthe � � X a structure that is s listed on State or National Register of Places? g Historic NO b.Is the proposed action located in an archeological sensitive area? YES 13. a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain X NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b• Would the proposed action physically alter, or encroach into, any existing wetland or wat v X If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: erbody. 14. �eShorelin�.t pical habitat �..•es that ❑Fore -`_'---- � .1r�edY to fi�aN.�..�.._._..� hP at occur o��,o' as found on the project site. Check all that apply: Forest ❑ r'18rictNi.turKrl/8sasslarads Suburban❑ Wetland ❑ Urban ❑Early mid-successional � 15.Does the site of the proposed action contain any species of animal,or associated habitats, by the State or Federal government as threatened or endangered? listed ' NO YES 16.Is the project site located in the 100 year flood plain? X --- NO YES 17.-Will proposed action create storm water tiisel��rge�r ram point or non-point sources? X If Yes, a. Will stone water discharges flow to adjacent properties? , NO YES IJNO❑ YES X If Yes,b. Will storill water discharges be directed to established conveyance systems(runoff and storm WA RUNOFF one drains)? STOP briefly sDN SITE A ❑NO ff YES describe: b.._�..�...� t2E ttd BE CONTROLLED �.. _.. ..OtJESTED BY TOWN CODE Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes, explain purpose and size: X 19.Has the site of the action or proposed an adjoinin property been the location of an act _..,.mm ..•� adjoining P P ty ��"..-' solid waste management facility? -active or closed NO YES If Yes,describe: X 20.Has the site of the Proposed action or an adjoining g Property' been the subject of remediation o P P d'oinin completed)for hazardous waste? J (ongoing or NO YES If Yes, describe: L KNOWE DGE THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY _ Applicant/sponsor _ FE �.._.. e:nam l'a�A �.... INNGAN, ESQ. ._....._...�..�_........�._.__...__... .... Signature: Date: t: � ...� .. , Part 2 - Impact Assessrrtcatt. Tile bead Agency is responsible for Lille completion of fart 1 Answer-all of the l°ol.Iowing questions in Dart 2 using the information c�arttalned in part I arrd other materials submitted by the project sponsor or otherwise available to(lie;reviewer. When answering the�luestions the reviewer should be guided by the concept""lave my responses been reasonable considering the scale and context ra�rfile proposed action?" No,or Moderate small to large impact impact Will the r _ may may r ..m�_ occur propose action create a material conflict w� .•.. occur ith an adopte �....•. . egulations? d land use plan or zoning 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the Pro osed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or .. .. ..• affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate r'easor, ,byavailable n r conservation or renewable energy yap ortrrracCies� 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? .• .. 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? Will the proosed action 9 wate bodiesp groundwater,re r q alty,flora and fauna)t in n adverse change to? resources(e.g, wetlands, Page 3 of 4 ........... No,or Moderate small to large impact impact l may y �. Will the proposed action result in an increase m the potential occur occur p p p for erosion flooding problems? ding or drainage 11. Will the proposed action create a hazard to environmental resources or human health? Part�-Determination �..�....w �W� .. �� _.. .. .�_..�� termination of significance, I'lic,Lead Agencyis ras onsible for the com ile�tiou of Part . for emy (Neslion in Part 2 that.was answered `moderate to large rrripact may occur",or if there is a need to explain wh Part 3 s of the Proposed ae detail, may n will nea1.result in a significant"adverse environmental impact, please complete P p y a Particular Dart should, in srrtlici�crrt elet<iil,identify the impact,including any r�neasures or design elernents that have been included b Part . the project sponsor to avoid or reduce impacts. Dart 3.should also explain how the lead agencyy g 1 i impact rrray� or willraat be significant, Each potential ia�rtp�rct tilrorrld be assessed considering its settiri probability ofned rrrra�. duration irreversibility,geographic scope and inagnift de. Also consider the potentia�'�l far slrort�ter'rrr lorr�-�� g" cunirrlat.ive impacts. g term and heck this box if you have determined,based on the mfonnation and analysis above and an supporting docrUr;�entation that the proposed action may result in one or more Potentially large or significant adverse impacts and an environmental impact statement is required. 0 Check this box if you have determined,based on the information and analysis above,and an that the proposed action will not result in any significant adverse environmental impacts. y supporting documentation, Name of Lead Agency �' " - _......�.._� .,Date...,.. ...�._.._.�_...�...�..._ Print or T e Name of Res onsible Officer in Lead Agency �..�.__ Titl f Responsible Officer YP p _ Signature ..�o...f_.Responsible Officer in—L_ad �ge , ncY.m�._. Sig natur�e of P mr._ep.._ar..e.r.�i f_ITd. iffe_re nt fro _m Respo nsible Of cer) Page 4 of 4 (6�8S 8tanatwavttt.Y .T.U.Form 66,02v rsab424S;dotl!'wj ,jib coftma srntaaan« r_..xtttx yaoGW sow aw A p + cq..s6aaa is p�elo tn )CONSULT YOUR t1Wrrsa�NRa saataYFrroas it qm� 1m 4 37 ImsTRaimrst9uLn tea usaatn a'r jAwysaas ONLY. pig-2062 THIS IHRENTURR,mad.the �`� f�• D S i,abruar day of ""�"• g .xdateteeat hmdred and sixty-s 3X IiAROLD E. TUMILL and GLADYS Ii. TfTTHILL, his wii'o, both residing at Southold, Suffolk County, NOW York, Party of the first part,and >+iILLIAm B. Si-;ITH residing at Southold, Suffolk County, Now York, Pasty of the second part, W,tTMSSET'H, that the party of the first Part, in consideration of den Dollars t�6ad other vstisaaiatc coa6- sideratioaa Paid by the party of ttae second part, doss ha ae second part,ties heirs cvr swcc.ssoe8 a se assures t, do by �t and relc ase unto the party of ti6. ALL bast certair6 plot, of the second part fords, P P� or Parer of land, Alt „situate t�rdrtT and being i q at Soaathold, in t e as o� Southold, Cotxtaty o Suffolk and Statty Of Nana York, boaandod and described So S'13MI 1140 at a ' and as follows:- at the northeasterly corner tof curveand d southerly Geor e rain O .middle Road Westerly corner of land of t 0f the north- Point of beginning raxxnxaiof the partyerly a of the first ,part; from sapid Widdlo Road on a, currro to the left ha Fart,, South aaradiustofr fact, 2 2 .O1 ft,�, a an" distance 6 of 1Ota.29 foot; thence along land of the degrees ' 7 minut6�8 30 seconds Last, a distance the firstfoot to land of finnooi; ti,.oxaca along said land of Buooi., Sonath 61 degrees7 .10 16 Mianutoat 0 seconds ;Fast, a distance of 100. SraMf thence along said land of Braun, North daoro said land of sa6�onds West,at, a distance of 137.. 9 foot to the g 7 minanrtos 30 point of beginning,SUBaC to the restrictionthat there shall bo no sale of alcoholic bovaragos on said prenrrisos. Standard N.Y.B.T.U.Porn 1002.3-WOM—Bargsin and Sak Dad.with Covenant egalnsr Grantor's Act"ndividusl or Cagoruion(Single Shen) COKMT YOUR LAWYK2 UEr0N SNWMG TIUS IMSTRIU UdT—THIS IISTRUMEW SIp4StILO IN USLb III L^WYLRt+ONLY, LIDER 5967 PAGE 50 M-2062 THIS INDENTLME,made the 7 irday of May r nine'cen hundred and sixty—six BETWEEN HAROLD E. TUTHILI, and GLADYS M. TU*ILL, his wif e, both G residing at Southold, Suffolk County, New York;, party of the-first part,and WILLIAM B. SMITH residing at Southold, Suffolk County, New York, party of the second part, that the party of the first ppaart,in ooresideration of Ten'Collars and other valuable consideration paid by the party of the second part,does ltcroby grant and release unto the party of the second part,the heirs or successors and assips of the patty of the secand part forever, ALL that certain lot,piece or larce3 of tend, situate, w lying andhewtrg at Southold, in the Tom of Southold, Ootxnty of Suffolk and State of New York, bounded and described as follows:- q BEGINNING at a point m the curvead southerly line of Middle Road., 106,29 foot easterly along said southerly line from the northeasterly corner of land. of George Braun, said point of beginning being the northeasterly corner of land herretofore conveyed by Harold E. Tuthill and Gladys X, Tuthill., his wife, to William B. Smith by Deed dated February 26, 1966 and recorded In the Suffolk County Glerkt s Of"fiOO In Liber , 919 of Deeds at page 1 7; from said point of beginning run- nidg along said southerly lines of Middle '.Road on a curve to the left having a radius of 2 25.01 feet,, a distance of 53.86 feet, thence along South S degrees 7 minutes 0 t land of the party of Erie first part, g seconds gast, a distance of 194*35 toot to land of Bucci thence along said lased of Bocci, South 81 degrees 16 minutes 50 seconds West, a distance of 50.0 foot; thence along said land heretofore conveyed. by Harold E. Tuthill and wife to� W" ll.i.am B. Smith, Noirth 8 degrees 57 minutes 30 seconds West, a distance of 174.1.0 foot to the point of beginning. SUBJECT to the restriction that there shall be no sale of alcoholic beverages on said promises. y,�. �� e �t � o ; i �.. ,_ ,�, ,, �_ � � �. � � �� s , . k� �,_ \_ �� `� e � � `� �� - � � e —. �� `, � � � �� .. � _ �. �� r � �_ -�' ��-� �� — �� - .�, �� - � �� ' _ �a mW ! Wi , y M FINNE N LAW, p.C. , MAIN ROADa r 022 a P.C. 13O'"N 1452 MA-rTITUCK, NEW YoRX 11952 Southol.d,' _ro'v��'j ( 1)315-60;7 Planning Board MFINNEGAMAKTJN@ D. FINNEGAN, ESQ, NORTyFORK.LAW B Hand July 13, 2022 Ms. Leslie Kanes Weisman, Chairperson Zoning Board of Appeals Town of Southold P.O. Box 1179 Southold, NY 11971-0959 Re: Special Exception A Premises, PPlication of 46770 Route 48 LLC 46770 Route 48, SOUthold SCTM # 1000-055.00-05.00-009.001 Dear Chairperson Weisman and Members of the Board: With respect to the above-referenced Application check made payable to the Town of Southold in t representing the re , enclosed please find a required filing fee and he amount of copies of following documents for your review: an original and eight (8) copies of the 1) Notice of Disapproval dated June 10h 2) Special Exception A , 2022. 3) Questionnaire Forte P1r"cation, including an attachment of explanatio 4) Agricultural Data Statement. n. 5) Short Environmental Assessment Form. 6) Local Waterfront Revitalization Program LWR Form. ( P) Consistency 7) Owner's Authorization. y Assessment 8) Transactional Disclosure Forms from Ap lica 9) Color photographs of the subject P nt and Agent. 1 ) of Deed. Premises. 11)12) Assessor's Property Record Card. Certificate of Occupancy. 13) Building Permit Application dated Marc sc 14) ZBA Decisions #7079SE and #7080. h 31 , 2022 1` ) ovenan is and .restrictions 19b 1 ) 6�770 to to 1�1 � � and ��. Agreement, Articles of Organisation and 1 7) Eight Operating 1 g ( ) survey prints. Eight ( ) site plans. Kindly advise if you re sire any further documentation consideration. gender fora to place this matter on your next ava. public hearing. Thank you for your Very truly Marti Finnegan. MDF/as Encl. FORM NO.3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DI,SAPpItOVAL DATE:June 8,2022 Revised: June 10,2022 TO: Marlin D. Finnegan,ES PO Box 1452 Q• (46770 Route 48 LLC) Mattituck,NY 11952 Please take notice that your application dated March 31,2022: For permit to: Demo) and stom�,� �"�^`li eco 'c Wa c� ort, �at d c�anstruct sr ew m " c sal s ervice Location of property: 4770 Chun oad 4 So th ld NY County Tax Map No. 1000—Section 55 Block 5 Lot 9_1 Is returned herewith and disapproved on the following grounds: to ArticleIll Se do2� 1 aaa the Sot old down l ro ed use wires site l. d, Add 'onall e r e co truction in the "cle X1 Section 28050 `, e :< 'c .s aqo emitted t to fin r feet f sin le e e eet" e i cture shall a e more.than 0 a�eaac fit wide alo ll+i rth R l shows hurl ' to be 95 din acl �i�on e •o ne sale service d stoats ov om the Zonin Bf s c"al als. You may now apply to these agencies directly. This dl" rp'rOval has been revised based on an department': a ea ed sire plan provided to the building Authorized Sipatur, Note to Applicant:ANY change or deviation above to the may require further review the Southold to he Building referenced application, CC: file,,Planning Board,ZBA g Department. , ZONING BOAS OF APPEALS TOWN OF SOUTHOLD,NEW'YORK Phone(61)765»1I1011 (61)765-9064 APPLICATION FOR SPECIAL, EXCEPTION TO THE ZONING BOARD OF APPEALS, SOUTHOLD,NEW YORK: Application No. Date Filed: Applicant(s), 46770 ROUTE 48 LLC ._. Parcel Location: House No. 46770 ROUTE 48 Hamlet Street SOUTHOLD °f ,_..._..�.�__.._. _. _.... Contact phone numbers:631-315-6070 SCTM 1000 Section.055.00 Block 05 00 Lot(s) d) 001 m M A C R 0.852 Lot Size ACRES Zone Distnc °- - -.- -- hereby apply to THE ZONING BOARD OF APPEALS for a SPECIAL EXCEPTION i t the ZONING ORDINANCE,ARTICLE XI SECTIO n accordance with N 280-48, SUBSECTION g(12 for the following uses and purposes: CONSTRUCTION OF MARINE SALES, SERVICE ,AND STORAGE FACILITY„ as shown on the attached survey/site plan drawn to scale. Site Plan review 1A IS or( IS N A. Statement of Ownerslti and lntcrest: 1 NOT required. JOSEPH FLOTTERON ROUTE 48 LLC L ME �ER OF� ...�..,.,,� is(are)the owner(s)of Propertyknown 46770 ROUTE 48, 6770 to as SOUTHOLD, NY and referred :d ntified on the Suffolk Count Tax Ma s .._ m 0.001 (I�o e N'o, Sp ea5,District 1000,�tl Section 00 ��bove_ and shown on the attached deed. E. Bloch 05 00 055 0 . .�_v._� �.. Lot described property was acquired by the owner on /2117/20 1 B The a licant alleges that the approval of exception b. . pp g pP purpose of said zoning ordinance and that the prop�rsed use conforms to the standar said ordinance and would not be detrimental to Propertyp e in harmony with the intent and reasons: SEE ATTACHED NARRATIVE„ or persons in the neighborP�oodfor the followingtherefore in C. The property which is subject of this application is:zoned _ g M not consistent rvi. and ' I is consistent with the uses described in the CO(attach co H herewith for the followin reasons ; copy), or �s �� ) EXISTING C3UlLDING'TO BE DEMOLISHEDth the CO , furnished ) is vacant land'. COUNTY OF SUFFOLK) STATE OF NEW YORK ss.: Sworn to before me this 2 ) (Signat�i � .�...� 1�`dayof Sub 2 (Notary WPublicf) - ' SCHI "LIItE-R LANAI ISE NOTARY PIIBI.IC,STATE OF NFIN YORK ND.01SC6409467 F0 IN SUFFOLK C NTy molum S SEP 2'a ZONING BOARD OF APPEALS TOWN OF'SOU TI OL,D,NEW YORK Phone(6 1)765-1809 (631)765-9064 APPLICATION FOR SPECIAL EXCEPTION Application No. Page 2 Date Filed: General Standards, please answer the following as it pertains to your project: A. The use will not prevent the orderly and reasonable use of adjacent properties or of Properties in adjacent use districts BECAUSE: SEE ATTACHED NARRATIVE. B. 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 BECAUSE:. SEE ATTACHED NARRATIVE, C. The safety, the health, the welfare, the comfort, the convenience or the order of the town will not be adversely affected by the proposed use and its location BECAUSE„ SEE ATTACHED NARRATIVE, D. The use will be in harmony with and promote the general purposes and intent of Chapter 280-142 BECAUSE ter p SEE ATTACHED NARRATIVE. E. 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 BECAUSE: SEE ATTACHED NARRATIVE. F. All proposed structures, equipment, and material shall be readily accessible for fire and Police protection BECAUSE: SEE ATTACHED NARRATIVE. G. The proposal shall comply with the requirements of Chapter 236, Stormwater Management BECAUSE: SEE ATTACHED NARRATIVE, 01 ATTACHMENT TO SPECIAL EXCEPTION APPLICATION OF 46770 Route 4.8LLC The Applicant alleges that the approval of this exception would be in harmony with the purpose of the General Business Zoning Ordinance to provide for retail and wholesale commercial development and limited office and industrial development outside of the hamlet central business areas, generally Wong major highways. The Applicant further alleges that the proposed use is expressly permitted under Section 280-48(B)(12) of the Town Code, subject to any reasonable conditions this Board may impose, and conforms to the standards prescribed for such uses and would not be detrimental to property or persons in the neighborhood. The proposed use will be compatible with surrounding commercial uses within this established business district and will vastly improve the existing aesthetics and condition of the property. GENERAL STANDARDS- A) That the use will not Prevent the orderly and reasonable use of adjacent Properties or Of Properties in adjacent use districts. The subject parcel is generously sized to accommodate the proposed use. It sits in the General Business ("B ) zoning district located on County Route 48, approximately 406 feet west of Boisseau Avenue in Southold. The parcel has 160 feet of frontage on the North Road and it lies within an established business corridor outside the Hamlet Center that includes two strip retail shopping centers, office buildings, a fitness, center, natural gas service, auto repair shop, stand-alone retail stores and a new gas station/convenience There are residential properties to the south and southeast along Boisseaustore. Avenue but the parcel is otherwise surrounded by business zoned properties. The proposed use is clearly similar to others in the vicinity and will in no way prevent or impact the orderly and reasonable use of any adjacent or nearby property. B) That the use will not Prevent the orderly and reasonable, use of permitted or legally established uses in the district wherein the Proposed use is to be located or of permitted or legally established uses in adjacent use districts. The proposed use will have no impact on any permitted or established Uses in the B zone or in any neighboring zoning district. Tlegallyhe general vicinity has been and will continue to be developed by business and professional uses, and surrounded by residential development closer to the Hamlet Center. County Route 48 is a major highway and the proposed use is entirely appropriate in Southold where, boating and watersports are a way of life. C) That the safety, the health, the welfare, the comfort convenience or the order , the of th,e Town will not be adversely affected by the proposed use and its location.. The proposed marine sales, service and storage use is permitted in the General Business None subject to sp4Acial permit, and site plan approval. Although the Applicant maintains that there will be no adverse impacts stemming from the proposed use, the site plan approval process will dress and mitigate any potential adverse impacts on the heath safety, welfare,comfort or convenience of Town residents related to the proposed use. D) That the use will be in harmony with and promote theeneral purposes and intent of this chapter. g The proposed use is permitted by special exception under the Business regulations in the Zoning Code and is consistent: with the state General Purpose and intent of the Chapter to 'Provide for retail and wholesale d commercial development and limited office and industrial development ou of the hamlet central business areas, generally along major highways' tside 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. Although a single variance will be required for the linear frontage of the structure along the North Road, the Applicant submits that the g marine sales, service and storage facility is entirely compatible with the d character, scale and appearance of existing uses along this established. commercial corridor in Southold that are described in Section A above. The Applicant incorporates herein by reference the "Reasons for Appeal" offer support of the requested variance relief as further justification for the ed in consistency of the proposed use with the surrounding community. Y F) That all proposed structures, equipment and material shall be readily accessible for fire and police protection. The site lies on County Route 48 which is a major hightway within the Town and is readily accessible to both local and regional fire and police services. G) That the proposal complies with the requirements of Chapter 236, Stormwater Management, or in the alternative, the Zoning Board of Appeals shall condition such approval on ern compliance with the requirements of Chapter 236, Stormwater Management. The Applicant submits that all stormwater will be contained on site in accordance with Chapter 236 and all calculations will appear site plan subject to the approval of the Town of,Southold Planning Boardp°sed ATTACHMENT TO AREA VAl CE"PL1f+CATION OF 46770 Route 48 1 ik, ASONS FOR"PEAL: The Applicant is seeking, by way of this; appeal of the Building Inspector's Notice of disapproval, last revised June 10, 2022, for a building permit to demolish the existing commercial building and construct a new marine sales, storage facility, a variance from the reelui service and reroent in Town Code § 280-50(C) to allow the proposed structure to have 95 feet of linear frontage on the NNorth Road. The proposed facility will be operated by a single business, Peconic Watersports, as an extension of its established watersports business in Southold Town. The proposed facility will hav a footprint of approximately 7,405 SF and will consist of a marine sales and service e ea, office space and restroors with the balance of the square footage used for marine storage. There will also be a second level loft area for additional marine storage. The project as designed leaves arriple room for required parking and landscaping coverage and the facility will be amply screened from neighborin residential uses. The proposed design of the facility has the frontage offs: g 80, feet with the smaller 40-foot section 1 g et by nearly remaining 55 foot section set back creating thevisual a e North Road and the buildings. ppearance of separate The subject parcel is a conforming 7,12 SF (.852 acres) parcel in the General Business ("B") zoning district located on County Route 48, approximately 406 feet we of ldoisseau Avenue in Southold. The parcel has 160 feet of frontage on st Road and it lies within an established business corridor outside the Hamlet Center that includes two strip retail shopping centers, office buildings, a fitness center, natural gas service, auto repair shop, stand-alone retail stores and a new gas station,/convenience store. There are residential properties to the south, and southeast along 1oisseau Avenue but the parcel is otherwise surrounded by business zoned properties. The prior owner's applications for a special exception id area variance relief to construct a gas'' station and convenience store were withdrawn in May 2021 (7070S1� and 7080). It is noteworthy that the prior variance relief was granted to owners to allow the construction or expansion of buildings with lin nearby property ff ontage inexcess of 60 feet. (See, ZBA Determinations 4876 of 2001 and, 5508 of 2004), In one the ZBA allowed 10 feet of frontage on a smaller (22,940 SF) parcel with similar lot Width. For the following reasons, the Applicant submits that a variance from the 60 } loot frontage limitation in 280-50 of the Town Code is warranted. 1. An undesirable change will not be Produced in the C neighborhood or a detriment to n►earb ACTER of the Y prop ernes :lir granted, because: As noted, the subject parcel lies along a commercial corridor where there several existing buildings with frontage orlon are retail center to the west has over 200-foot of frontage North oad ,y of the buildinghat exceeds 60 s o The north side of the road are likewise wider than 60-feet including the fitness center', tile store and the furniture store. While some of these may be pre-existingg on the non, 4n conforming structures, others, as previously noted, have benefited from variance relief from this Board. The granting of similar variance relief here will allow construction of a building that will be entirely in character with surrounding uses with no detriment to nearby properties. The proposed construction is otherwise compliant with all dimensional regulations and parking and landscape coverage requirements. 2. The benefit sought by the Applicant CANNOT be achieved by some feasible method for the applicant to pursue other than an area variance, because: The Applicant is constructing a marine sales, service and storage facility. The proposed business operation requires the maneuvering large watercraft within the facility. The construction of separate buildings that are 60-feet or less to the proposed. business operations and is not econ is not conducive 0-feet or practically feasible from an operational or staffing standpoint. 3. The amount of requested relief is not substantial because: While the relief sought may be mathematically substantial, the Applicant submits that it is not practically so in light of the offset design gn of the facade which creates the appearance of separate structures which would be allowed as of right. A review of earlier interpretations of the 60 fcot limitation suggests that it was intended to discourage strip centers where multiple businesses operate under a single roof. While such uses surround the subject property, the proposed facility is designed for use by a single business operation and, as such, it satisfies the spirit and intent of the Code. 4. The variance wIU NOT have an adverse impact on the physical or environmental conditions in the neighborhood or district because.- The granting of a variance to allow construction of a building that is q -feet in width on a 160-foot wide parcel that is nearly an acre in size will not have an adverse impact on the physical conditions in the surrounding business corridor where several businesses of equal or greater intensity currently operate. The width of the structure will likewise have no perceivable environmental impact on the surrounding neighborhood or zoning ,district. This property mmercial was previously a mixed use property with residential and co uses. The proposed construction and landscapingwill be a vast improvement to the asthetics of the site and will fit seamlessly into the surrounding uses. 5. Has the alleged difficulty been self-created? To the extent that the the difficulty is self-created, pursuant to New York Town Law 67wb (3), a self-created hardship "shall not necessarily preclude the granting an area: variance." g of QUESTIONNAIRE SPECIAL EXCEPTION FOR FILING WITH YOUR Z;BA APPLICATION l' Has a determination been made regarding Site Plan review? V Yes_ No If 110,please inquiry with the ZBA office and if site plan is required,you may apply to the Planning Dept, at the same time so both applications can be reviewed concurrently, 2. Are there any proposals to change or alter land contours? a' No Yes please explain on attached sheet. 3. Are there areas that contain sand or wetland grasses?NO a 2.a )Are e those N/A shown on the survey submitted with thi �.. ._.` pp s b. 3.)Is the property b area?N/A ulk headed between the wetlands area and the upland building c. 4.)If your property contains wetlands or pond areas,have you contacted the Office of the Town trustees for its determination of jurisdiction? N/APlease confirm status of your inquiry or application with the trustees: N/A _onditi on" _and if issued,please attach copies of permit with c and approved survey. 4. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level?NO 5. Are there any patios,concrete barriers, bulkheads or fences that exist that are not shown on the survey that you are submitting? NO __Please show area of the structures on a diagram if any exist or state none on the above line. 6. Do you have,any construction taking place at this time concerning your premises? NO If yes,please submit a copy of your building,permit and survey as approved by the Buil'din ._ Department and please describe: g 7. Please attach all Pre-certificatesOccupancy and certificates of occupancy for the subject p of occu a remises. If any are lacking,please apply to the Building Department to obtain copies of them. 8. Do you or any co-owner also own other land adjoining or close to this parcel?NO If yes,please label the proximity of your lands on your survey. ` 9. Please list present use or operations conducted at this parcel RETAIL BUSINESS ST�ORAAGE and the proposed use MARINE SALE,S t�E�AND garage,pool o er or ca proposed office with apartments above,etc.)existing single family,proposed:same with Authorised ��7 l gnature n ate AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE THIS FORM: This form must be completed by the applicant for any special Ilse permit, site plan approval, Ilse variance,area variance or subdivision approval on property within an agricultural district OR within St70 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement mast be referred to the Suffolk County Department ofplannin in accordance with Section 239m and 239n of the General Municipal Law. g 1, Name of Applicant, m p 46770 ROUTE 48 L,L.0 2. Address of { 3. Nattte of Land Cwwne1cf a th than p88 CFmI POT 11944 µ .w p 4. Address of Land Owner: µ,Applicant) a.�... _.., 5. Description of ProposedPro A.... _ _. . NEW MARINE ... D STORAGE FACILITY, t7daMt� tLt7tNC3 � ,.. AND CONSTRUCT A„ ILITY 6. LOCatI SALES,SERVICE AN on of �R'�c ��STANC F�L! ._..� ,.�.... �,..�.�.. ._ Property:( and Tax p 5.00-05.00 009 7. Is he a parcel wf ith n 500 eetST W 001 p of a farm operation? 8. I p DL.l3 ration? .��..._...�_ { -- s this parcel actively farmed? { } Yes {vf No 9. Name and addresses of any owner(s)of land within the agricultural district containing active farmoperations. Suffolk County Tax Lot numbers will be provided to you by the Toning Board Staff,it is Your responsibility to obtain the current names and trailing addresses from the Town Assessor's Office (755-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1. 23. .... . ..m. 6 Please use the back O property owners) e if { there are additional Of this page .......�._�,..�.. o� Signature ofApplic,nt .. _ .. w. ...._ 2022 ..ate �_ ... .... Note: 1,The local board will solicit cotnmettts from the owners of land identitled above in order to consider the effect of file Proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. ,Cornments returned to the local Board will be taken into consideration as part as the overa(1 review Of thisapplication. 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 subumittcd'for review. ik 6I Z20 llPPendiar h' Short EnvironrnesrtalA es Trent Form >rrnetrttctlons ftwr�C'om Ietin Part 1 -Project Information, 'The applicant or project sponsor is responsible for the completion of Part 1.. .Res become part of the application for approval or funding,are subject to public review„and may be subject to further Complete Part I based on information currently available, If additional research or investigation would be neededponces respond to any item,please answer as thoroughly as possible based on current information. Co fully verification. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to(lie lead agency,attach additional pages as necessary to supplement any item, Part 1 -Project and Sponsor Information Name of Action or Projecut: y PE_CONIC WATER SPORTS MARINE FACILITY Project location(describe,and attach a location ma —�------ 46770 ROUTE 48, SOUTHOLD, NY 11971 - 1000-055.00-05.00-009.001 Brief Description of Proposed Action: DEMOLI SH EXI STING RETAIL BUILDING; CONSTRUCT A 7,405SF MARINE S SERVICE AND STORAGE FACILITY ON A 37,123SF PARCEL IN ALES, ZONING DISTRICT. THE GENERAL BUSINESS Name of Applicant or Sp - "1" l'ephon -- ' MARTIN D. FINNEGAN. ESQ. 631-315-6070 Address: --- --- - E-Mail: MFINNEGAN@NORTHFORK.LAk " PO BOX 1452, 13250 MAIN ROAD MATTITUCK State.• zip Cod e: l Does the proposed action only involve the legislative adoption of a plan,local law, ordinance, NY 11952 administrative rule,or regulation? e, lY0 YES if Yes,attach a narrative description of the intent of the proposed action and the environmental resources that — y p ci Palit and proceed to Part 2. If no,continue to question 2. X may be affected in Ilia muni p y If Yes list a enc s riaine a p a permit approval or fiindi- n j� i-over- --- 4 Does the proposed action require g y( ) and errnit or approval: g Tom aii other governmental Agency? NO YES SOUTHOLD TOWN PLANNING BOARD-SITE PLAN APPROVAL SOUTH Li TOWN ZONING BOARD OF APPEALS-AREA,VARIANCE APPROVAL SUFFOLtG COUNTY DEPT.OF H9ALTH SERVICES X 3.a. Total acreage of the site of the proposed action? b. Total acreage to be physically disturbed? 0.852 .. acres " c. Total acreage 0205 acres g (project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0. 852 acres 4. Check all land uses that occur on,adjoinin near the d a— ct o❑ Urban I'�lt.ural(non-agriculture ❑ ❑Forest ❑ ) Industrial N(Commercial >(Residential suburban Agriculture ❑Aquatic ❑ (suburban) ❑Parkland q Other(specify): ..� Pagel of 4 P - � 5. Is the proposed action, " Y - a.A permitted use under the zoning regulations? NO YES N/A b. Consistent with the adopted comprehensive plan? 6. is the proposed action consistent with the predominant character of the existing �. X sting built or natu ral NO ` ` YES If Yes identify: X ocated in,or does it adjoin,a state listed Critical Environrnenta� � s the site ofthe prop�s Area. �W.mm o ed action 1 � NO YE . ._ S 8. a. Will the proposed action result in a substantial in� �.. X crease in traffic .�.. c above present levels?� "-�_° b.Are public transportation service(s)available at or near the site o NO YES the proposed action? X c.Are an X ' y ilable on or near site of the proposed action? 9„ Does the proposed action meet or exceed y pedestrian accommodations or bicycle routes ava proposed. action will exceed requirements,describe design fea lre and ®" —~-- - --.... . X If theenergy co e ._�..� sand technologies: NO YES 10. Will the Proposed acti .. a P P ion connect to P n existing t�blic/ rivate water supply?PP Y? NU If No,describe method for providing potable water: YES 11. Will th ..�..�._. .. g..�.._.� ....� ..- . e proposed action connect to existing wastewater unities? NO If No,describe method for providing wastewater treatment: YES -YES 12. a. ----------- Places?est X the site contain a structure that is listed d on either the State or National Register of Histor� - b.Is the proposed action located in an archeological sensitive area? l X YES 13.a.Does an.. .� .�. X y portion of the site of the proposed action,or lands adjoining the proposed action con wetlands or other waterbodies regulated by a federal,state or local agency? tain NO YES b• Would the proposed action physically alter, or encroach into,any existing w X or waterbody? - fY wetland or waterbody and extent of alterations in square feet or acres: If Yes identify the fY ypica,l habitat type µthat oc`.cur on,�-.�..�_.�... . ..� 14. ldnti the t or are likelyt�.._.. Shoreline s o be found d the project site. Check a1I that apply., Forest 0 Agricultural/grasslands❑ Wetland ❑ Urban ❑Early mid-successional PP Y 15.Does the site of the proposed action contain an species n b the �Suburban of animal, � '� �- Y State or Federal government as threatened or endangered? or associated habitats,listed ------------------ NO YES 16.Is the project site located in the 100 year flood plain? X NO YES 17. Will the proposed action create storm water discharge,either from point or non- omt If Yes, c _ . X a. Will storm water discharges flow to adjacent properties? P sources?BY TOWN CODE NO YES b Will storm water'discharges be directed to established conveyances ENO❑YES X If 'briefly describe: ystems(runoff and storm drains)? WILL BE tMt dN � W�TE RUNOFF� � C�C.k.ED ON SITE S ECPES�T El NO AYES T �_ .... E�P _ ... .. Page 2 of 4 water or other liquids a include construction or other activities that result in the i 18.Does the proposed action 9 ( g retention pond,waste lagoon,dam)? mpoundment of NO YES If Yes,explain purpose and size: -� l 9,Has the site of the proposed action or an ad oinin gProperty .. solid waste management facility? been the location of an active or closed If Yes, describe: NO YES 20.completed)the site f of tile propose d action..�•� ��.,.�. �.... � _ ... � g Property been t ..� w._,. ,.. or an ad'oinin or hazardous was he subject of remediation(ongoing or NO If Yes,describe: YES I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS KNOWLEDGE TRUE AND A CCURATE TO THE BEST OF MY Applicant/sponsor name. 1w+1,+�,1 _ EGAN, ESQ. Signature: � .�.�.... Date: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of fart 2. answer all of the following questions in.Part 2 using the infortnatiOn contained in Dart 1 and other materials submitted by the project s on P the responses been reasonable considering the scald and context of thy,Proposed action?" l P sor or otherwise available to the reviewer, When answering(lie questions the reviewer should be guided by concept"Have tray No,or Moderate small to large impact impact 1. t11 the proposed action create a material conflict with an adopted land u s may may regulations? occur , occur plan or zoning 2. Will the proposed action rein a change in the use or intensity of use of la nd? -- 3. Will the proposed action impair haracter or quality of the existing community? y 4. Will the proposed action have an impact on the environmental characteristics that caused t establishment of a Critical Environmental Area(CEA)? he 5• the e Proposed action result in an adverse• affect existing infrastructure for mass transit, biking or walkways g level of traffic or Proposed F ease in the use of energy and it fails to incorporate 6. Will the ro osed action cause an increase reasonabl available energ conservation or renewable ener o 7. Will the proposed action impact existing: ortu�ttttes? a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aestltetc resources? ological, 9. Will the proposed action result in an adverse change to natural resources e. waterbodies,groundwater,air quality,flora and fauna)? ( g Wetlands, Page 3 of 4 No,or Moderate small to large impact impact may may l0. Will the proposed action result in an increase in the potential for erosion,flooding or drainage occur occur problems? g 11.---------------- Will the proposed action create a hazard to environmental resources or human health? question in Part that was answered""rn Lead A Part -Determination of significance. The Agency is responsible for the completion of Part For every element of the proposed action may or wildlenot result n a large �significant� adverse ct May occur",ren enr if vironmental impact,pere is a need to lease why a particular Part should, in sufficient detail,identify the impact, including any measures or design elements that have been included b P ,pease complete Part '. may or w t sponsor to avoid Each potential impact should belso explain Y the project oid or reduce impacts. Part 3 al'I not be significant, p = P' in low the lead agency determined that the inspect duration,irreversibility, scope and maRgnitu,de. also consider the Potential for assessed considering its short-term long-terra an�ity Of �rxrxg, cumulative impacts. ❑ based y that Check his box o if You ction deter mined, one oon the e i n and anal sis above pp g documentation, P P ,and sn su supporting environmental impact statement is required. potentially large or significant adverse compacts and an ❑ Check this box if you have determined,based on the information and analysis above,and any supportin docu that the proposed action will not result in any significant adverse environmental impacts. g mentation, Name of Lead Agency .. Date Print or Type Name YP �me of Responsible Officer in L.�--. ... P ead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency g Y Signature of Preparer(if different from Responsibly a Off cer) Page 4 of 4 p Town of Southold LWRP CONSISTENCY ASSESS N I'l ORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this 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 BuildingPei and other a� inister alPe r it of located within the Coastal Er sion azard lrea. rrrrt 2. Before answering the questions in Section C, the preparer of this form should review the minor action list, policies and explanations of each policy contained in the Tovvn of Southold Lo pit 'Waterfront Revitalization Program. A proposed action will be evaluated as to its significant cal beneficial and adverse effects upon the coastal area(which includes all of Southold Town). ant 3. If any question in Section C on this form is answered "yes", then the proposed action may achievement of the LWRP policy standards and conditions contained in the consistency review lake Thus, the action should be analyzed in more detail and, if necessary, ��a determination that it is consistent to the maximum extent practicable owith dthe LWRP tapoli a standards and conditions. If an action cannot be certified as consistent with t policy standards and conditions, it shall not be undertaken. he LWRP policy A copy of the LWRP is available in the following places: online at the Town of Southold's website (southold'town.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# 055.00 _05 .009.00, The Application has been submitted to (check appropriate response): Town Board 0 Planning Dept. Q Building Dept. Q Board of Trustees [3 ZONING BOAR. 1• Category of Town of Southold agency action check a r OF APPEALS ( pp opriate response): (a) Action undertaken directly by Town agency construction,planning activity, agency regulation, l nd transaction) (b) Financial assistance (e.g. grant, loan,subsidy) Li (c) Permit, approval,license, certification: Nature and extent of action: 1EMOLI TINE E Al I D SERVICE AND STORAGE FACILITY ON A 37,123SF PARCEL IN TH LES, BUSINESS ZONING DISTRICT. E GENERAL Location of action:46770 ROUTE 48, SOUTHOLD, NY 11971 Site acreage.:0.852 Present land use:RETAIL Present zoning classification: B 2. if an application for the proposed action has been filed with the Tow information shall be provided: n of Southold agency, the following (a) Name of applicant:46770 ROUTE 48 LLC (b) Mailing address: PO BOX 88 GREENPORT, NY 11944 (c) Telephone number: Area Code( )609-937-9801 (d) Application number, if any.- Will the action be directly undertaken,require funding, or approval b state Y a or federal agency? YesEj NOV If yes,which state or federal a enc ? g y �. DEVELOPED COAST POLICY Folic I. Foster a pattern of development in the Policy p preserves open space, makes efficient use f infrastructure, makes beneficial uses com�nr�nity character, minimizes adverse effects of development. See LW RP Section. III-�Policies; of a coastal location, and criteria. Page for evaluation Yes No V Not Applicable HIS IS A PERMITTED USE BY SPECIAL EXCEPTION IN THE GENERAL BUSINESS ZONING DISTRICT Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resource LWRP Section III—Policies Pages 3 through 6 for evaluation criteria s of the Town of Southold. See 13 Yes El No ® Not Applicable THIS SITE HAS NO KNOWN HISTORIC OR ARCHAEOLOGICAL SIGNIFICANCE. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the T LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Town of Southold. See Yes No ® Not Applicable BEEN AND WILL CONTIN�II TO B DEV C N S SlJ' ROUND B ELOPED AS BUSINESS AND PROFESSIOPARrm NAL YE U'SE;�. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from floodin an Section III—Policies Pages 8 through 16 for evaluation criteria g d erosion. See LWRP R Yes 13 No ® Not Applicable THE PARCEL IS NOT NEAR A SHORELINE. Attach additional sheets if necessary -------�----- ----. - Policy 5. Protect and improve water quality and supply in the To —Policies Pages 16 through 21 for evaluation criteria wn of Southold. See LWRp Section III TH� Yes 0 No ®Not Applicable PROPO SED DEV�LOp�EIVT WILL NOT ADVERSELY AFFEC_T WgTER QUALITY IN THE TOW Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the T own Of Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRp Se tioold ecosystems including through 32 for evaluation criteria. n III—Policies; Pages 22 Dyes E No® Not Applicable THE SITE IS NOT NEAR TIDAL OR FRESHWATER WATER WETLANDS. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. Pages 32 through 34 for evaluation criteria. See LWRP Section III — Policies G Yes No® Not Applicable THE OPERATION OF THE PROPOSED BUSINESS WILL NOT CREATE AIR POLLUTION . Attach additional sheets ifnecessary Policy 8. Minimize environmental degradation in Town of South old from substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 folr id a al sae and hazardous 11 nation criteria. Yes 1:1 No ® Not Applicable THE OPER ATION OF THE PROPOSED BUSI'NESS WILL NOT GENERATE siwvlFfANT SOLIDuA STE PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters ubli resources of the Town of Southold Pages throw. See LWRP Section III—Policies; Pa 3 h146 for and public criteria, g evaluation G YeO No 0 Not Applicable THE SITE IS NOT ADJACENT TO TOWN WATERS OR LANDS. Attach additional sheets if necessary WORKING COAST POLICIES 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 ® Yes N criteria. No 13 Not Applicable µ THE PROPO ED BUSINESS WILL ENHANCE AND FA ILIT TE BOATING IN SOUTHO'D TOWN By PROVIDING SALES AND SERVICE S TO RESIDENTS WHO OWN WATERCRAFT. 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. 0 Yes 11 No 0 Not Applicable THE SITE IS NOT NEAR THE SOUND, BAY, OR TOWN WATER. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section 62 through 65 for evaluation criteria. on III — Policies; 0 Yes ❑ No® Not Applicable THE OPERATION OF THE PROPOSED BUSINESS WILL NOT INTERFERE WITH ANY AGRICULTURAL LANDS OR USES, 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 V Not Applicable IO IVIIIVEIAL RESOURC' S. Created on 5125105 11:20 AM Bvar�l +�f Zor�rn A eels A licaati+a AU--TH RjZ—AT-1.0N (where the Applicant is not the owner) JOSEPH FLO'TTERON I, _SOLE B R OF 4 770 ROUTE 48 Ll_c residing at�127 STERLING AVENUE, (Print property owner's name) ENPORT, NY 11944 (Mailing Address) � ^ do hereby authorize MARTIN D. FINNEGAN, ESQ. (Agent) .. to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. Signature) 40770 ROUTE 48 LLC BY: JOSEPH FLOTTERON, SOLE MEMBER (Print Owner's Name) APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The ► of Southold ode f Ethic,s rohi Its co tlict of Interesto n the art of town ofticers and em 1. of this form i t rovlde info m tlon whi h can alert th town of ossible onflic s of Interest and a to it to take w atu t"on Is ne es, a t Av s m ee "he a se r YOUR NAME : JOSEPH FLOTTERON (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's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Variance Building Permit Change of Zone Trustee Permit Approval of Plat Coastal Erosion Other(activity) Si' IAL X EPTION Mooring Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest. a Interest"means a business,Including a partnership,In which the town officer or employee has eve with any officer ownership of(or employment by)a corporation in which the town officer or employee own %of then n a partial shares.. s more than 5/a of the 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 Either check the appropriate pbet line y ( pp g p ) Describe the relationship between ourself the a licant/a ent/re resentatave .and the town officer or employee. A)through D)and/or describe in the space provided. y The town officer or employee or his or her spouse,sibling;parent,or child is(cheek all that apply); A)the owner of greater that 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) Q an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this I ,20 22 Signature Print Name JOSEP ERON AGENT/REP1`tESENTATI'VE TRANSACTIONAL DISCLOSURE FORM The Town of So thald''s Lod o Et ics rohibi�ts c nflicts of intere$ t on the On of town fflcers and em to ees. [he ttr ose of this form is to rovide information whi h cao alert the town of ossible conflict of interest and allow it t take mrl�atever acti n is nece sar to av i s me. YOUR NAME : MARTIN D. FINVNEt A.N ES( , (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's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance �� Variance "" Building Permit Change of Zone Trustee Permit Approval of Plat Coastal Erosion Other(activity) SPECIAL_ EXCEPTION Mooring Planning or oemulp employee of the Town of S'outhol parent, r child)have relationship y personally(or through Your compa:n,y,spouse,sibling, p y d:�"Relationship"includes by blood,marriage,or business interest. B officer interest"means a business,including a partnership,in which tile town officer or employee has even partial ownerslmip of(or employment b "'Business shares. y) a corporation in which the town officer or employee owns more than S%of the YES _ NO X If you answered`AYES",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 Either check the appropriate line A)through D)and/or describe in the space provided. or employee. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply);A)the owner of greater that 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 � of 2022 Signature Print Name N ARR N D. FINNEGAN ,ESA. e e , s v ♦ 1 IIIIII�IIIIIIIIII�I�III ��LIIIIIIIIIIII��I • III II11111IIIII • � 'SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 02/28/2022 Number of Pages: 5 At: 11:19:47 AM Receipt Number : 22-0033973 TRANSFER TAX NUMBER: 21-25271 LIBER: D00013144 . PAGE: 662 District: Section: Block: Lot; 1000 055.00 05.00 009.001 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $700,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $25 .00 NO Handling $20.00' , .No COE $5.00 NO NYS SRCHG $15.00" NO ^ EA-CTY $5.00 NO EA-STATE " $250.00• No TP-584 $5.00 NO Notation $0.0d" NO Cert.Copies $0.00 NO RPT $200.0d no Transfer tax $0 .00 NO Comm.Pres $11. `0�00 00 %= -�' NO Fees Paid $11,"52.5.00 TRANSFER TAX NUMBER: 21-25271 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE ,/� imp.? County Clerk, Suffolk County r° L1J 2 Number of pages RECORDED 2022 Feb 28 11:19147 AM JUDITH R. MCHLE This document will be public CLERK OF record. Please remove all SUFFOLK COUNTY Social Security Numbers L DLI0013144 prior to recording. P 662 DT# 21-25271 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee ?, Mortgage Amt. 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 SubTotal Notation Spec./Assit. or EA-52 17(County) SubTotal Spec./Add. EA-5217(State) TOT.MTG.TAX R.P.T.S.A. Dual Town Dual County Held forAppointment 4 Comm.of Ed. 5. 00 TransferTax Affidavit + Mansion Tax CertifleclCopy The property covered by this mortgage is or will be Improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total YES or NO Other c Grand Total If NO, see appropriate tax clause on page Ir of this Instrument. �Yr►Nl -t?_a� 4 Dist.1000 S 22007773 2000 o5soo o5oo oo9ool 5 Community Preservation Fund Real Property p T Consideration Amount$ '10' wckk�' Tax gency CPF Tax Due $ O t Ck� Verification Improved � Satisfactions/01scharges)(� le,as�s Cfst Owners Mailing Address 6 RECr R9119VT Vacant land 5pT o1 L&,,j, TO to d� TO "��1A1�1� t ►V �� TO Mail to:Judith A.Pascale,Suffolk County Clerk Title Company Information 310 Center Drive, Riverhead, NY 11901 n Co.Name,�peFpZy Abstract www.suffolkcoun ty y.gov/clerk Titles SP46568-S .,Suffolk County Recording & Endorsement Page This page forms part of the attachadDee'd made by: (SPECIFY TYPE OF INSTRUMENT) Jemcap SD I LLC The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of Southold 46770 Route 48 LLC In the VILLAGE or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over SOO.00 Form AM—aupin end Sele Deed.rich C cnrw opcW Gruaaef Aeu—L,dividod erCorpoudon(Siryle Shen) CONSULT YOUR LANYER BEFORE SIGNING THIS INSTR1DaBNT—THIS INSTRUMEW SHOUM BE USED BY LANYBRS ONLY. THIS INDENTURE,made the lyth day of December,in the year2021 BETWEEN Jemeap SD I LLC 1251 Avenue of the Americas,501 Floor New York,New York 10020 party of the first pan,and 46770 Route 49 LLC 127 Sterling Avenue Greenport,New York 11944 party of the second part, t7 WITNESSETH,that the party of the first part,for Ten and 00/100 Dollars(S10.00)and good and valuable consideration,does hereby grant and release unto the parties of the second part,the heirs or successors and assigns of the parties of the second part forever, S ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being in >sf•OO the County of Suffolk and State of New York,bounded and described as 73 SCHEDULE"A"ANNEXED HERETO AND MADE A PART OF Being and intended to be the same premises conveyed to the party of the First Part by 46770 COUNTY ROAD 48 LLC,dated S b August 25,2014 and which was recorded in the Office of the Suffolk County Clerk,State of New York on October 14,2014 L in Liber 12792,at Page 121. SAID PREMISES ALSO BEING KNOWN AS 46770 COUNTY ROAD 48,SOUTHOLD,NEW YORK 11971 D7ool TOGETHER with all right,title and interest,if any,ofthe party of the first part in and to any streets end roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the parties of the second part,the heirs or successors and assigns of the parties of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the parry of the first pan,in compliance with Section 13 of the Lien Law,covenants that the party of the first pan will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any pan of the total of the same for any other purpose.The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. This transfer does riot represent all or substantially all of the assets of the grantors,and is done in the normal course of business. First American Titl,Insurance Company SCHEDULE A DESCRIPTION OF PREMISES Title No. SP46568-S ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being at Southold, in the Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the southeasterly side of North Road (formerly known as Middle Road and as C.R. 49) distant 406.49 feet southwesterly from the extreme southwesterly end of an arc of a curve connecting the southeasterly side of North Road with the southwesterly side of Boiseau Avenue; RUNNING THENCE South 08 degrees 57 minutes 30 seconds East, along the land now or formerly of Southold Medical Arts Building, Inc. and along lands now or formerly of John J. Quinn and Teresa E. Quinn, 276.85 feet; THENCE South 81 degrees 16 minutes 50 seconds West, along land now or formerly of Robert John Bohn, Robert G. Bohn and Carol Ann Bohn, 150.00 feet; THENCE North 08 degrees 57 minutes 30 seconds West, along the land now or formerly of Thomas J. McCarty, 220.09 feet to the southeasterly side of North Road; THENCE northeasterly along an arc of a curve bearing to the left having a radius of 2,325.01 feet, along the southeasterly side of North Road, a length of 160.17 feet to the point or place of BEGINNING. FAR CONVEYANCING ONLY:TOGETHER with all right,title and interest of the party of the first pan,of,in and to the land lying in the street in front of and adjoining said premises. DESCRIPTION IN WITNESS WHEREOF,the parties of the first part have duly executed this deed the day and year first above written. )EMC I L, m By.Bradley 'arrsh Its:Managing Member STATE OF NEW YORK ) COUNTY OF=° VV. ):ss ) On the dth day of December,2021,before me,the undersigned,a Notary Public in and for said Stale,personally appeared Bradley Marsh personally known to me or proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity and ibat by her signature on the instrument,the person or the entity upon behalf of which the person acted executed the instrument in the State of New Fork, County of t/yW N#ey '2" Notary Public INDHIRA P CASTILLO Notary Public.State of New York Rep.No.01CA6412071 OuitMed In New York Oounty C4mmhslori Expissa 12-14-2324 a ` Bargain and Sale Deed Tm No. 1Tt1�C�W AN7AGd1RNST!G1RAN"1`l3R'Se4CSIIIrm Jemco oorn�cri000 P B 1 1251 Avenue of the Americas,SP Floor SWTION ossa New York,New York 10020 BLOCK 03.00 TO LOT o".001 COUNTY OFSUFFOLC Joseph Flotteron PO Boa 99 Greenport,NY 11944 RETURN BY NAIL TO: �CUUNIIY USE ONLY •C1.SM Code 14, a3 r�abo5 I TAxa n and Finance CL DM Head Recorded O vZ ex� "�� omoe d Real Ropeny Tax ser*n f � RP-5217-POF W.Book n r r 31.l � ! I G.Peas �_ �a � l al lm TFatlakr Report(BRD) 11f Tom, 1„ 46170 County Road 48 tin _ •armsrraame •arwroirrrwm Southold 1:971 —`at-op Ium — 1aUac •aoav— f.BCyar 46770 Route S8 LLC Nsa1e •um mamTaram 1Nfiaaaee+ rarnaram .. L Tsa I H min WWa Tea ilft are to bo lord I Coat man buys addeaa(at batbm al dnq um aumco,t+wr aam rwm amie►rnaarm urra+.mw 4,bmIcalotbo iumdWal'Aamessmatif 0OfPanxb on ❑PancImPWrr B NFhaaClal*aaarrCll aCMaa1Aaryap Rea Pmaals rear the dead' 4 m.rwan am Eftu ❑ LOted — x _OR _ 4e BubWaaCrrApprova vmRopkedtorUmfor ❑ •raomr�r •an•rx Mier 4C.Pape Approved for Sued~oath Map Proatled J3MCh? SO T 1.14 r Ledw mtitiiurmawarawr narramc now 7.Btbot tfm 4aa Calad datermw the Check the bout below we day app4r mma of Bm properly fwtlwme twaoa of CEEB S.Om wet 0 Type It CandomWmr n 1.C armwncnia( 0.New Co mbmadbn an a Varad land ❑ IG&plopertytoommadtoltmman Dmbet ❑ VlL Br)W mo0gxde meow adlotYy amtme pmp"k In an ❑ LWOFMAMMI117 awmaadmcs &m1m aaP tit+ . A.Sob Babom+RelaBaea et Famar RWlge 11.Cab Caatnaml t1a1m 10/15/2 0 21 B.sale' Rebded a Pmtrwa ti Budmas. • C one or h swtyale u Chef a Soler 12/17/2021 D.Bwara seem bComw mlApengaLard%maandlmr a 1 ElMaf al' N�trr E Dud Type rot V&will or mW Sue(Spada Balm" F.Bala C<Fnwft t or lea Ian Pas Wand(Bpacty Baby '1iFat■llaPrke !00,000,1N1 O.Brft"Chat"1*1110 1,WiemTomble8Yl "SoDon K Bab of&mb m a Irrlyded In Bale Noe (Pul Sdo Pda m ma WW SMNM pall far the propel kKUt l pe w p apoly L Cmm Uomrd Paclam A farbry Bab phm Mpoctly Bebm) Twhh MW be ta ft f"a of Oak abm a Crime a None mnawttleaeaaadwm 1Tbmraaaauwwlaabeaa wwwr�Awawapr el as Calwdlldamwt 14ladwa&Itttwa�Cfparaearaf () ,INI I mo-wfyr In Oak ASUSSI ENT INFOR TION-Owda dtowd4 a—W flea I11W Final Asses~Rai and Tax 00 1L r..r w lweB boa altle41o1a 21 '+z rood Asomm ad rme 3,500 -ILPmpartyCbn 470 *196,011 Wflumm4mv SOU•HOLD '7e Twu�P ldmrtlflaMllNel ldae[Beare)fl am lhon bmmr•almeD abed wo adald"al lderelbtlell _ — 1000-055.'1:1—05.00-009.00: ttrwmma aataarelbttarreaLtkkr+o4rt ewaloaaw4ae00"barWaf raved ma4t Ihatrhermmltrgafmrymltha Kahle e11 1. hmWmwai amebwum—A `taa+af ordw�� war- is� �NTACT111tIMflT�lwl mdL 11MATtTR e....sm.aopmesaar.reeamepuy wawa rail enrwrwm" >�w1I=a'4L all bw ar�M�aAaaaayd�1' omM 46770 Route 48 TT.0 •w.or nmiawc (99) 999-9999 ;atataaaaa ""'"`.'"".. •mer•aaeeuarap•aamrwww trnt 127 S*:erl ing Ave oneer' ., •- mmeen •msrrwe 'Greenport NY 11944 -'%7Ry —•imm BUYER'S ATTORNEY Finnogar., Eaq Martin f ut*wrwm FOOMME (6311 315-6070 SCTM-#..-- TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. ACR. REZA S S ig LL TYPE OF BLD. � J t PROP. CL ASS LAND IMP. TOTAL DATE Soo o 3 z � - - _ FRONTAGE ON WATER HOUSE/LOT BULKHEAD TOTAL A- TOWN OF SOUTHOLD PROPERTY R RD j I STREET DIST.VILLAGE SUB. LOT f FORMER O)oYNER; VP Phno/r N E ACR. A&Id -Sk't S W TYf)E OF BUILDING lee- -7p Aw RES. 1 SEAS.EAS.' VL.V�L FARM —Comm CB, MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS e rz—> ati 7�;-E-1 L 90 ....... ...... LZ fin r ve-1k AGE BUILDING CONDITION 2 NEW NORMAL BELOW ABOVE y FARM Acre Value Per Value Acre Tillable FRONTAGE vVoodland F FRONTAGE ON ROAD 0 kAeadowland DEPTH House Plot BULKHEAD Total. DOCK evk� J g t COLOR TRIM a MY -17 i E s t i o ti z i # s \\ 4 ` \ \\ \ \ \ \\ \g € 77-2 1 ' a € a € a --- --.-. 1 - - - - - - - - M. Bfd i - i Extension ; . , t 1 Extension 3 I x € Extension t F Foundation Bath Dinette Porch - i Basement Floors K. Porch - 'Ext. Walls f !Interior Finish LR. I I I a I Breezeway Fire Place Heat 1 DR. Garage :Type Roof Rooms 1st Floor iBR. Patio ; 'Recreation Room Rooms 2nd Floor FIN. B 0. B. - Dormer Driveway Total � _ o U CA-M I&, Mir C,td I I T.516.663.0600 F.6571053795 E.AII.NY.Customer5ervice@datatrace0e.com Certificate of Occupancy Search TITLE #: SP46568-S DATE:10/21/2021 PREPARED FOR:SPANO ABSTRACT SERVICE CORP. (SPA) ORDER ID:12190030 PREMISES• 46770 CR 48, SOUTHOLD State: NY County: SUFFOLK Town: SOUTHOLD District: 1000 Section: 055.00 Block: 05.00 Lot: 009.001 A search of the Building Department records in reference to the above mentioned premises has revealed the following information: There is no Certificate on file for the original building according to Building Department records. Tax Assessor's records indicate that the above mentioned premises was originally constructed as undetermined age. Certificate of Occupancy #23295 issued on 10/19/1994 under permit #P21849 for a handicap ramp. Open permit(s) requiring final inspection and/or certifications: Building Permit #43360 issued on 12/31/2018 for an electric service. IMPORTANT NOTICE ABOUT SEARCH INFORMATION HEREIN DATATRACE INFORMATION SERVICES,LLC DISCLAIMS ANY AND ALL LIABILITY TO ANY PERSON OR ENTITY FOR THE PROPER PERFORMANCE OF SERVICES RELECTING THE CONDITION OF TITLE TO REAL PROPERTY THIS SEARCH WAS COMPILED FROM PUBLIC RECORDS MADE AVAILABLE FROM VARIOUS COUNTY AND MUNICIPAL OFFICES,AGENCIES AND DEPARTMENTS.THE SERVICES ARE PROVIDED-AS IS-WITHOUT WARRANTY OF ANY KIND,EITHER EXPRESS OR IMPLIED,INCLUDING WITHOUT LIMITATION ANY WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE,OR WARRANTIES BASED ON COURSE OF DEALING OR USAGE IN TRADE OR ERRORS OR OMISSIONS RESULTING FROM NEGLIGENCE,MIS-INDEXING,MIS-POSTING OR ITEMS THAT ARE AFTER THE EFFECTIVE DATE OF THE SEARCH.THIS IS NOT AN INSURED SERVICE.THIS DISCLAIMER SUPERSEDES ALL PRIOR AND CONTEMPORANEOUS UNDERSTANDINGS.THE SERVICES ARE EXCLUSIVELY FOR DATATRACE CLIENT AND NOT FOR THE BENEFIT OF ANY THIRD PARTIES nniocnlnn4ncn b FORM No. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CKRTIFICATB OF O0CVPAKCr No 2--2 B9H Date, OOTOBHR 191 1,9�94 THIS CBRTIFIES that the building,,. Pro ,: . Location of Pr r 44 0.. 0. .. 8 mil! x House"Nb. , street Hamlet County Tax Map No. 1000 Section ,,. . ,S- ��.-Bloc S, 'Lot 9.1. a Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated RMgNM, ' . . 199 rsuant to which BuildingPermit No. 21849-8 dated RICZMM 20 199 was issued, and conforms to all of the requiremonte of the applicable provisions of the law. The occupancy for which this certificate is: issued is MUWICKP RNW ADDITION.:Tpr NAIlTI L RU'8I BO1 As IYPPILED - The certificate is issued to.. (owners) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEAX.TH APPROVAZt,. N/A UNDERWRITERS CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED IN A LO •. ii. �. 4�. " ;oae .. Rev. 1/81 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES )&ITH ONE SET OF.APPROVED O" ED PLANS AND SPECIF1OAT ON,S; UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43360 Date: 12/3112018, Permission is hereby granted to.: Jemcap SD I LLC 360 Madison Ave Ste 1902 New York, NY 10017 To: electric service At premises located at: 46770 CR 48, Southold SCTM#473889 Sec/Block/Lot# 55.-5-9.1 Pursuant to application dated 12/31/2018 and approved by the Building Inspector. To expire on 7/1/2020. Fees: ELECTRIC $85.00 Total: $85.00 B I'ng Inspector *k VfAP{� 6 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Mpin Road P. O. Box H79 Southold, NY 1 1 97 1-0959 " �✓ Telephone (631) 765-1802 Fax (631) 765-9502 httDs://www.soutlioldtownny.goN� Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. =Date. ARCH 31, 2022 OWNER(S)OF PROPERTY: Name:46770 ROUTE 48 LLC SCTM# 1000-55-5-9.1 Project Address:46770 ROUTE 48, SOUTHOLD Phone#:609-937-9801 1Email:JOE@PECONICWATERSPORTS.COM Mailing Address:127 STERLING AVENUE, GREENPORT, NY 11944 CONTACT PERSON: Name: MARTIN D. FINNEGAN, ESQ. Mailing Address:PO BOX 1452, MATTITUCK, NY 11952 Phone#:631-315-6070 Email:MFINNEGAN@NORTH FORK-LEGAL.COM DESIGN PROFESSIONAL INFORMATION: Name:ROBERT STROMSKI P.A. Mailing Address: PO BOX 1254, JAMESPORT, NY 11947 Phone#:631-779-2832 Email:ROBERT@STROMSKIARCHITECTURE.COM CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: Email. DESCRIPTION OF PROPOSED CONSTRUCTION RNew Structure OAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? WYes ONo Will excess fill be removed from premises? Dyes JQNo i PROPERTY INFORMATION Existing use of property:COMMERCIAL OFFICE Intended use of property:BOAT S,LEsrsERVIoEANDSTORAGE PER 280-,e(a)u2) Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to B - GENERAL BUSINESS this property? Dyes WNo IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. Ar PUCATION 15 HEREBY MADE to the Bullding Department for the Issuance of a Building Permit pursuant to the Building Zone ordinance of the Tower of Southold,Suffolk,County,New York and other applicable Laws,ordinances or Regulations,for the construction of bulidlrags, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building mode, housing code and regulations and to admit authorized Inspectors on premises and in bulldin,g(s)for necessary Inspectlons.False statements made herein•••,are I punishable as a crass A misdemeanor pursuant to Section 210AS,of the New York State penal taw.„ Application Submitted By(print name):MAR F I N N EGAN ,®Authorized Agent Downer Signature of Applicant: Date: 03/31/2022 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ) MARTIN D. FI N N EGAN being duly sworn,deposes and says that(s)he 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/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this e 31 day of MARCH Zo 22 Notary Public SCHWEI XT ER ANNAI.ISE PROPERTY OWNER AUTHORIZATION NOTARY'PUBuc-STATE OF NEWYORK 09457 Where the applicant is not the owner NOINSUF OLKC pp � FIEA IN SUFFOLK OOUNT1f W �A 2 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Building De meat Application AUTHORIZATION (Where the Applicant is not the Owner) I, esiding at ( 1 t! (Prin p roperty owner's name) (Mailing Addre do hereby authorize M g "'w 4--- (Agent) 1 to apply on my behalf to the Southold Building Department. (Own ignatu,re) (Dat ) -'(,1-10 cj4-tAe- 419 b -L (Print Owner's Name) r � i n y PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631)765-4330 Fax: (631) 765-4643 Betsy Perkins Paralegal Julia Spanburgh ,Julia Schade May 3, 2021 Zoning Board of Appeals Town of Southold P.O.Box 1179 Southold, NY 11971 By email only RE: Special-Exception JEMCAP Gas Station with accessory convenience store & Accessory Apartments and applicable Variances Dear Kim: With reference to the above, 6n behalf of the applicant please let this letter serve as a request to withdraw the above applications. The applicant has.decided not to continue with the applications at this time. Please refund any unused application fees and SEQRA review fees. Please have the refund made payable to Patricia C. Moore, as attorney. If you have any questions; please do not hesitate to call. Very truly yours, n ceit a C. Moore Pcm Office Location: ft3f SO Mailing Address: Town Annex/First Floor,Capital One Bank ,� 53095 Main Road 54375 Main Road(at Youngs Avenue) ,; P.O. Box 1179 Southold,NY 11971 Southold,NY 11971-0959 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 Fax(631)765-9064 COVER SHEET WITH ZBA FILE STATUS OF FILE ZBA# Name : -TffMCAMP b L —C- Tax Map Location : 4(o7-7O MY S SOlL11-�D(.a [ ] Refund issued : CANNOT activate or reactivate file (Applicant has withdrawn application). [ ] NO REFUND DUE, based on time spent for Town to process application and hearings. Obsolete & expired; CANNOT reactivate this file: NEW APPLICATION RceEISSARY: Extensive time has passed; Zoning Code changes are now in effect and this application expired. NOTE: Applicant may apply for a new application with Building Inspector for a new Notice of Disapproval and submit NEW application with all documents and current maps to ZBA, or modify plan to conform to the current code. This Town file based on applicant's previous year requests has expired. [ ] No forms to be scanned; FILE # VOID: APPLICATION RETURNED. (All forms were returned to applicant early in process, as requested by applicant.) L. , 1 .+y GI CHECK BOXES AS COMPLETED G 1515, ( )Tape this form to outside of file ( ).Pull k file b boxes for priorsriots Op ° CL 7 C a ( ) Assign next number on list; - r outside of file folder o ; - ( ) Date stamp entire original < !' " file number Hole punch entire original 2 R x � c o G) � N n o A (before-sending to T.C.) �D o ai n Create new index card 3 w Z R . v ( ) Print contact info &tape to- oo -� X o O0 ( ) Prepare transmittal to Towi @ �. � n. m n ( ) Send original application wi o w � to Town Clerk o o ( ) Note inside file folder w/pri �' N CA r and tape to inside of folder N �- ( ) Copy County Tax Map; highl 3 neighbors and AG lots ?'• Make 7 copies and put with- ) Do mailing label 0 I � v� m W Yc-- vV do . . toe w ° • , . "'�� ! . . a �. W77 " 4,,Ae.Aifit • . Pq S W►Tt+ 'O 3 z1 '! � �" is 1i 7t: •'1' � .. ., 'S! a .. v}. '`, a n�p . y Office Location: „ � Mailing Address: Town Annex/First Floor,Capital One Bank 53095 Main Road 54375 Main Road(at Youngs Avenue) , c P.O. Box 1179 Southold,NY 11971 Southold,NY 11971-0959 OU http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOD11 � Tel.(631)765-1809 Fax(631)765-9064 COVER SHEET WITH ZBA FILE STATUS OF FILE ZBA# 0 '0/,% Name : 'VEFX&GAe Tax Map Location : 4-G.7 70 C4 j f 5 � ( ] Refund issued : CANNOT activate or reactivate file (Applicant has withdrawn application). ( ] NO REFUND DUE, based on time spent for Town to process application and hearings. I<ESSARY: Obsolete & expired; CANNOT reactivate this file: NEW APPLICATION Extensive time has passed; Zoning Code changes are now in effect and this application expired. NOTE: Applicant may apply for a new application with Building Inspector for a new Notice of Disapproval and submit NEW application with all documents and current maps to ZBA, or modify plan to conform to the current code. This Town file based on applicant's previous year requests has expired. ( ] No fortes to be scann4, FILE # OIID: APPLICATION RETURNED. (All forms were r turned to applicant early in process, as requested by applicant.) --N t I• v PATRICIA C. MOORE RECEIVED Attorney at Law LZon!n'g �i 3 2021 51020 Main Road Southold,New York 11971 Board of Appeals Tel: (631)765-4330 Fax: (631)765-4643 Betsy Perkins Paralegal Julia Spanburgh Julia Schade May 3, 2021 Zoning Board of Appeals Town of Southold P.O.Box 1179 Southold, NY 11971 By email only RE: Special Exception JEMCAP Gas Station with accessory convenience store & Accessory Apartments and applicable Variances Dear Kim: With reference to the above, on behalf of the applicant please let this letter serve as a request to withdraw the above applications. The applicant has decided not to continue with the applications at this time. Please refund any unused application fees and SEQRA review fees. Please have the refund made payable to Patricia C. Moore, as attorney. If you have any questions, please do not hesitate to call. Very truly yours, ricia C. Moore Pcm CHECK BOXES AS COMPLETED ( ):Tape this form to outside of file ( ),'Pull ZBA copy of ND ( --- )-Check file boxes for priors > 0 A ( )Assign next number on list. a d . a a outside of file folder rt R N � p ( ) Date stamp entire original, c •• -h file number ( ) Hole punch entire or :3 x 3 0 ; f" (before sending �' " o = z ti to T.C.) .. v can -- 0 O �. CV ( ),Create new index card 0 0 rn a: � n a a ( }•Print contact info & tape tl 0 z =� ( ) Prepare transmittal-to TOIA CAS- w owa CO ( ) Send original application.v o n to Town Clerk 0 0 ;'d ( ) Note inside file folder w/p and tape to inside of folds ( )'Copy County Tax Map; hig o neighbors and AG lots )-Make 7 copies and put wit ( j Do mailing label 0 COPI1 ,. No A-67 4 3` "a9(aiuisia"R, itit.oarsao>itr.a�.i,..ie+l.n..a,.rmc....,.i t...i:r��w— �rrr iwl(E'1mJ7t) l i t�1 i tONSULTYOUiLA 111FOS1S16NINOTNISINSTSUM111IT TNISINSTSUWNTSHOULOSs113101VLAWYERS ONilt. flW 5, «ft it t-zo62 iH151N1fltl ll�l.etade the " of �o"bruaar4 r�= 4X didfwaadred and six six l /(" %HAROLC3 Sr �'UTHILL'and t1LADY8 M. TUTFf1rLL, his Alta, both ,q residing at 8oiLthold, Buffo t �li� Cotlitity, 6w York, 'J � Ilarty of IhCfirat put,and MILLum B. 6141TH ko e osiding at Southold', 'Suffolk gottn,y3�dip►+ Yolk, k ` 17, e y � , r tom'of thi mad 'VVI nspuw4 14 tea of daa first part,to er� nu l� o-de4iloa ot'TeCars and'other valuable co mod'OA ;do" hbli w tatrad riJam unto the party of,the aid y F9te' And assigns,ai the�po,d y e 162d part forever, � e SotiT 61 o ores ,of Southold,"Cory f D V ��', 01 r a r" fluffolts b� o of tow YorR bodxndod and described as folloW � t on- the dux rod eouthiktlY lino of Middle Road a the�to�9boas9 or ebornor bf land o f orgo.Braun .and the axorth- srsewt` l tihbro o ft� id of the jarty of ,tho first pant; fr s'sald�- 1` olht tI la �oiha Afixg easterly along said southorl line of fiddle toad on to o r' o'to the left havidg,s, radibS of 2 2 ;ol'fVat, a Sist" s"os of i66«29`fo6tf thendo along land or tho paity'of the first pasta apth do roos 7 minutes soconds East, a distanoo or 114.10 fao t s l d of faoo l thbnbo along said land of Bucoi, South 81 ogroos r 1b wainutos`, 6f 46ctendal Meet, a distance ,of,100*0 foot to Said laud of Bra"" han' e,aslor4ug said land of Braun, lfoiftl! 8 dogroos 57 minutes 30 eeo "ds Moats a didtknoo or 137,59 foot to the point of beginnings SUB ACT"to""rho raf'triction that thdro`shall be no sale of alcoholic bovoragos,:oh °sil14 )r6misoe. 0 I TOGI*'fffkft fifth"dtiiriih„ tltle and intei+est. if any,of this"'Of the first pant Id and to any str nets and rids abutting the alto" described premim to the vent" linds, thereoft TOGETHER with the a urterrara , and ad Mae estate d+td rigbb of the pa of thi first part In and to sad premil HAVE AN' "TO^HO tha pr i herkxa g ante�unra"Use of the aecorad Part, th heirs or sucressars and assigns"of the`'parft df the wood part lorewcyµ. AND tlta parry of,the flrri cavananwts that �no party Of the first part has not done or suffered airy^ riff +whertbir IM mad' kxve� red Ili any way awhatew�',rezc*t aforesaid, the p�of the O k, �We w,M ration id�of the Liza Law,covenants that the par Of the brat PM VID iQvd tho,'21 drtaHba Ior t conveyance and wig bald the right to rmi r awuyi � corWderation as a hart fad to`be appiiod first,for the ptpm of paying the oast of the Improvement and vrilt apply ttte"me first to'the paynraat Ofathe out of the impr^ortaneot before using say part of the total a 'ta swne for ndua . Thai rd "'paway"-slam�9 ccnr g er�ii 1, 'read ""putl,,� w'hiu, ",the ataasr,,af t rleaaturo so IN WITNESS WN5ft 0K the pArty of'tbe host part has 4uh executed this deed the day and fi above'gtrttt�'M« � year � IN oars CROP: JI C 4: 1 " d 5.r.dud N Y a T if F. 1007•S b).rWa—Su ,ed A4 0.rd..4h Cmra. .faJ or Cwpawbn(Said Stun) CONSULT YOUR LAWYERM NI BETO SIOHO THIS INSTRUMENT THIS INSTRUMINT SHOULD to USED By LAWTIRS 0�$Y• 1 , �- i 1 OhP 5967 FACE 50 1 H-2062 THLS INDENTt :F.� maade the 1fda,of May .nineteen hundred pad sixty-six BETWEEN HAROLD E. TUTHILL and GLADYS it. TUVVILL, hie wife, both residing at Southold, Suffolk County, flow York, party first part.and 14LLIAH B. SI4ITH � Y of the rst W residing at Southold, Suffolk County, 210w York, � y � y td 1 party of the second part, WnWEMEMr tltat the,party of the first pert,in considetartion of Ten Dollars and other valuable consideration N paid by the party of the Omd pan,does hereby grant and release unto the party of the second part,the heir g �� or succesxmrs and'assigns of the party of the second part forever, ALL that ceruin Plot,Piece or paarrel Of Iantl, ' situate, � � r lyingdbeing at Southold, tho Tow of Southold, City Frf Suffolk and Stato of Now York, bounded and described as followst- BEGIN111110 at a point on the curvod southerly lino of Middle Roar F 106.29 foot oastorly along said southerly lhno from the northoa tier y r �'r6 center of land of Ooorgo Braun, said point of beginning being 'thus northoastorly cornor of sand horotoforo conveyed by Darold g. Tuthill and Odd, s H. Tuthill, his wife, to 4illiams B. Smith by °Dioed dated Februaryy26, 1966 and r000rdod in the Suffolk County iClork's Office �� in Libor 919 of Deeds at, page 137; from said point of beginning run- � I' ning along said southerly line of Riddle Road on a curve to the loft kr ' having a radius of 2325.01 foot, a distanoo of 3.88 foot; thonoe along `,i, I land of the party of the first part, 'South degrees 57 minutes 30 y ,seconds "East, a distance of 194,35 foot to land of 'Suooi; the co along ' said land of Bucci, South 61 dogroos 16 inutos 50 seconds host,, a distanco of 50..0 foolt,, thonco along sold land heretofore convoyod by u� Harold E. Ifuthi'll and wifo to Villiers B. Smith, North 8 d0ogroos 57 mtinutos 30 seconds !Iost, a distance of 174.101 foot to the point of bog inning. V fi SUBJECT to the rostriction that there shall be no sale of alcoholic ' rti . bovoragoo on said promison. /�� tl�o' , l )PRg GG 1 %Y 0GCT1lLR wi0i all rlgl'tt title and interest,,if any.of the party of the first part in and to any sir" arid � i mw, J roatis abutting the Pbo a drscrtl cd premises to the center lines thereof:TOGETHER with the Rppuitemnots g ° and all the Coats clad rlghts of the party of the first part in and to said premises: TO HAVE AND TO HOLD the pretsaises herein 9"ate+d unto tine party of the second part,the heirs or successors and assigns of the party of the second part forever. /jJr t AND the party of the first part towcnaarts that the party of the first,part has not done or suffered anything � ; wbcr&y the saitl ncluisrs have beat erculottered in any way whatever,except as aforesaid, yh� / AND the party ollthe first part,in compliance with Section hp of the Lien Law,covenants that the pxttty of �'< l' the first part%di receive the cotnsidsaratton for this conveyance and will hol4 the right to receivc soda cOmsid- f�e oration as a trust fund to be app lied first for the purpose of praying the cost of the improvemcat and will apply the same first to the p»aymtent col the cost of the improvement before using any part oG the total of the same for piny other pmrtfsrss. The word"party"shall be construed as if it read"parties" whenever the sense of this indenture so requires. A i IN WITNESS WHEREOF,the party of the first pan has duly executed this deed the day and year first above written. IN FSPSENCB OP: &Z4W- (L.3.1 ° U r ys u � �Ida Ill IIL �I � I II I I a III II� II� I I SUPS= M" O I _ O Tnm of Ins at: DXC 6IRM Recorded: 01/22/2016 Xmbav of Pages: 9 At: 12:33:15 PM Vieceipt N : 16-0010420 D00012949 PAGE: 687 District: Sections Blocks Lot: 1000 055.00 05.00 007.000 ZXAWMD AND CHARARD A9 Ft Received tha Following Fps For Atone Instru=mmt Exempt zmmpt page/Filing $45.00 NO Handling $20.00 no Cox $5.00 NO VY6 8RCH0 $15.00 WO TP-504 $0.00 NO potation $0.00 no Cent.Copies $5.95 NO $600.00 AO Fees VaLd $690.85 THIS PAGE I9 A PART' OF THS =STROM= TBI3 18 NOT A BUL JUDITH A. PAS- County Clock, Suffolk County w ' 2 9 RE�R0E0 Numberdpages 2016 Jan 22 12133:15 PH JIADTH R. PiSCALE CM OF RY This document will be public 12049 L 040012849 record.Please remove all P 687 Social Security Numbers prior to recording. Deed/Mortgage lnstrurnmt Deed/Mortgage Tax Stamp Recording/F#1ng Stamps 3 1 FEES Rage/Filing fee ' Mortgage Anse. 1.Basic Tax — Handling 00 2. Addltkxwl Tax TP-584 Sub Total Notation SpecJAWL ,, _ 1 orEA•5217(County) _ SubTotal �, . �V Spec./Add EA-5217)State TOT.MTG.TAX Dual Town •Dual County — RP T.SA. Held for Appointment Comm.of Ed, S. W Transfer Tea M ManslonTax :5Tr The property coveted by this mortgage Is or will be Improved by a one or two r 15. 00 Sub Total Famlydw fling only. p YES or NO OthM Grand Total Gj I . If K see appropriate tax clause on 'paged of this Instrument. 3082305 4 Olst 10see1 S Community PresenratlonFund Tex Service T `" Real PropertyConaiderution Amount S VAA'rgencylon t�"� CPF Tax Due S im1'rtoved Prepe�ty ,. ers an0 oss 6 RECORO d RETURN TO: Vacant lard Esseks,Hefter&Angel,LLP TD. 109 East Main Strut To P.O.Box 279 Riverhead,NY 11901 TO Mau to Judith AL Pascaie.Suffolk County Cleric 7 Title Company Information 310 Center Delve, Riverhead. NY 11901 CO.NmeAdvanWaTitleAam www.suHolkeountynyaw/clerk IT'*# RE-C-17570 Suffolk County Recording & Endorsement Page This page forms part of the attached Declrtration Of Termination of Restrictive Covenant made by: OPECtFYTYPE OF INSTRUMENT) The premises herein is situated In SUFi+Rst COUNTY.NEW YOK TO In the TOWN al Smujbcjd In the VILLAGE or HAMLET of BOXES 6 TM 8 MUST BE TYPED OR PRINTED IN BLACK INKONLY PRIOR TO RECORDING OR FILM tovert p T S � R Slat 10: 3082300 Y HA N Tax daps Vi6mat Block Lot school Diewd 1000 05500 0500 007000 SOUTHOLD 1000 05500 0500 009001 SOUTHOLD 1000 05500 0500 OINDO SOUTHOLD i s ORIGINAL MCLAItAU014 OFTEWWArON OF RESTRIMVE COVENANT THIS Declaration of Termination of Restrictive Covenant made this 41h day ofJanuaryj, 2016,by Jemcap SD I LLC,with offices at 360 Madison Avenue,Suite 1901,New York,NY 10017(hereinafter"Jemcap'),Thomas J.McCarthy,with an address at 46520 County Road 48, Southold,NY 11971 (h after"M hy")and Southold Medical Arts Building,Inc.,with an address at 469SO County Road 48,Southold,NY 11971 (heminafter"Southold Medical'), hereinafter collectively referred to as the"Declarants." WHEREAS,Jerncap owns a parcel of real property on the southady side of County Road 48 in Southold, New York,which parcel is shown on the Suffolk County Tax Map as parcel 1000-0SS.00.05.00-009.001,ad is more particularly described upon Schedule A annexed hereto (hereinafter referred to as"Parcel 9.1");and WHEREAS,Jemcap acquired Panel 9.1 from 46770 County Road 48 LLC by deed dated August 25,2014,recorded in the Suffolk County Clerk's office on October IS,2014 in Liber 12M ep. 121;and WHEREAS,McCarthy owns a parcel of real property on the southerly side of County Road 48 in Southold,New York,which parcel is shown on the Suffolk County Tax Map as parcel 1000-055.00-05.00-007.000,and is more particularly described upon Schedule B annexed hereto(hereinafter referred to as"Parcel T');and WHEREAS,McCarthy acquired Parcel 7 from Frances Radman, Referee,by deed dated June 29, 1995,recorded in the Suffolk County Clerk's office on July 28, 1995 in Libor 11734 cp. 586;and WHEREAS.Southold Medical owns a parcel ofteal.property on the southerly side of County Road 48 in Southold,New York,which parcel is shown on the Suffolk County Tax Map i as parcel 1000-055.00-05.00-010.000.and is more particularly described upon Schedule C annexed hereto(hereinafter referred to as"Parcel 10");and WHEREAS,Southold Medical acquired Parcel 10 from ONR,LLC,by deed dated September 28,2006,recorded in the Suffolk County Clerk's office on October 5,2006 in Libor 12472 ep.625;and WHEREAS,the chains of tide for Parcels 9.1,7 and 10 contain a restrictive covenant which,in substance,provides that there shall be no sale or advertising of alcoholic beverages on the premises(hereinafter referred to as the"alcoholic beverage prohibition');and WHEREAS,the alcoholic beverage prohibition contained in the chain of title for Parcel 9.1 appears in deeds recorded in the Suffolk County Clerk's office in Liber 5%7 cp.50 and 5919 cp. 138,and the language used in said deeds is: u "Subject to the restriction that there shall be no sale of alcoholic beverages 131 on said premises;"and ""WHEREAS,the alcoholic beverage prohibition contained in the chain of title for Parcel 7 appears in the following deeds in the Suffolk County Clerk's office with the following language: 1. Deed Libor 3638 op.206: "Subject to the covenant and restriction that there:shall be no sale of alcoholic or intoxicating beverages on said premises,and that there shall be no advertising of such beverages on said premises;" 2. Deed Libor 3821 cp. 115: "Subject to the covenant and restriction that there shall be no sale of alcoholic or intoxicating beverages on said premises,and that there shall be no advertising of such beverages on said premises;" 3. Deed Libor 3821 cp. 118: "Subject to the covenant and restriction that there shall be no sale of alcoholic or intoxicating beverages on said promises,and that there shall be no advertising of such beverages on said premises;"and 4. Deed Liber 5898 cp. 155: "Subject to the covenants and restrictions that there shall be no agile of skolwlic or intoxicating beverages on said premises,end that there shall be no advertising of such beverages on said premises" 2 at a WHEREAS,the alcoholic beverage prohibition contained in the chains of title for Parcel 10 appears in a deed recorded in the Suffolk County Clerk's office in Liber 6289 cp.506,and the language used in said deed is: "Subject to the covenant and restriction that the premises shall not be used for the adverlisment or sale of alcoholic beverages;"and WHEREAS,although the alcoholic beverage prohibition appears in the chains of title for Parcels 9.1,7 and 10,none of the deeds to the Declarants from their immediate grantors contains the alcoholic beverage prohibition;and WHEREAS,the alcoholic beverage prohibition in the chains of title to Parcels 9.I,7 and 10 constituted a personal covenant for the grantors who placed than in the aforesaid deeds;and WHEREAS,the alcoholic beverage prohibition is of no actual and substantial benefit to any of the premises referred to in this Declaration;and WHEREAS,there have been changed circumstances since the alcoholic beverage prohibition was placed in the deeds in the chains of tide;and WHEREAS,the Declarants seek to cancel and remove the alcoholic beverage prohibition contained in their chains of title and release each other from any rights that any of the Declarants may have to enforce such alcoholic beverage prohibition. NOW,THEREFORE,in consideration of the foregoing: 1. Declarants,as the owners of Parcels 9.1,7 and 10 and as successors to the grantors in their chains of title,herewith terminate the alcoholic beverage prohibition contained in the chains of title to their v e properties and as forth above; Declarants herewith expressly terminate the alcoholic bevaMe prohibition contained in the following deeds,all of which are filed in the Suffolk County Clerk's office: a. Liber 5967 cp.50; 9 ti b. Liber 5919 cp. 138; c. Liber 3639 cp.206; d. Liber 3921 cp. 115; e. Liber 3921 cp. 118 E Liber 5898 cp. 155; S. Liber 6289 cp. 506. 2. The termination of the alcoholic beverage prohibition in the aforesaid deeds shall be deemed effective as of the date of filing of this Declaration of Termination of Restrictive Covenant. 3. Declarants release and waive any rights dial they may have to enforce the aforesaid alcoholic beverage prohibition and the aforesaid covenants and restrictions. 4. This Declaration of Termination of Restrictive Covenant shall run with the land and be binding on Declarants,their grantees,suocessors and assigns. S. This Declaration of Termination of Restrictive Covenant may be executed in counterpart. IN WITNESS WHEREOF,Declarants have caused this instrument to be duly executed the day and year final above written. 0,0 ,lern D By: . M B, adc.y J. marsh Southold M Bulb By: t Sha Aerr 4 . p I w y STATE OF NEW YORK) . ) ss.: COUNTY OF SUFFOLK) ,IV On ko fore me,the undersigned,a Notary Public in and for said State.personally ap r dry. on behalf of Jemcap SD I LLC,personally known to me or proved to ore 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 some in his/her capacity,and that by his/her signature on the instrument, he/she executed the instrument. �. Notary Public STATE OF NEW YORK} l COUNTY OF SUFFOLK) . �• '••.. On ol -eAA, 2015,before me,the undersigpned.a blic in and for said State,personally appeared Thomas J.McCarthy,personally 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 executed the same in his capacity,and that by his signature on the instrument,he executed a tnstmme . Notary Public rA Love Nataty'Pub,11c State of NewYark too.0 t. QualGone i%EgU60 STATE OF NEW YORK) I r d(�q ) ss.: COUNTY OF SUFFOLK) On "" 2015,before,�; I, , me,the undersigned,a Notary Public in and for said State,personally appeared S C QM S- P behalf of Southold Medical Arts Building,Inc.,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrwnen%and acknowledged to me that he/she executed the same in his/her capacity,and that by his/her signature on the instrument,he/she executed the instrument. IIc tt can S 1 30. XWERSIDE ADSTRACr,LLC ea Apetot ON r ltawslaaaal orate 1"Mrseta CMMPaAy SCHWVLZ A—DESC91"10H 1'ttkldo�itANY-l1�757 All that main plw,pi=or pttt+e4l of lend situate,lying and being is the Town o1'So4wid County of Saffa k,Statc of NCw York bouaded and dt edbcd as Hum: s BEGINNING at a point on tho eunr4 s07dtctty OneOfMiddle Road of tha"tt0heastaq corner of tend now or(inmafy of Brdnm the northwestalycow ofthe ptemises herein deem'bed from said point of bcCWng: RUNN NG castcrly along said southerly lire of MWdle Road on o wane to the left having it radius of 23.2S.01 rod,a dbt=of 160.17 fat to land mow or fannerly of Ourm; RUNNING THENCE abag tssid land raw or fornnMy of Huma end Wong land now or 2maly of Buoet,South 8 depw S7 inlie tree 30%mmis lam%a d6lowe of 37&0 Pact to lanld t now or rmm tdy of flreaw, i 711Mf K along said land South Ill dqPM 16 mitmltcs SO umxads Walt.a dislanoo of 1SO.00 fbet to said hand now or twmwly of 9mun; * MENCE along suid Inml North 08 deg ms S7 minutes 30 seconds West,a dis"M of220 09 feet to the point or plum ofBEGROM. To be confirmed upon receipt ofsr Gaaranteed Sur. y. Note:Aftem Mock&I.ot ahrown for informetimtal pun mo a only 1 rJakn ted as 1)ImW 1a00.Secdrm SS Bock S.Lan 9.1 SufTulk Conaq►and also knows as 46770 Owly Road 48. l . Sdedulo A t umdpsion !'age 1 of 1 SCEMME A M L " ' • cagowumml tAm Yttbti Immom w a v tr*as aab. pnsottti mcUN a 8 in"Iolvan in rural tilt 111"ls0 11"ramm Oil 11r mmv 17 imm Ov WIs POLICY l A1,1. that certain plot, plow of parcel of 4nd. situate, lylag and being tr the Tom of SOGUMIO. Caeaty of iaffalk and state of Now torn. bounded 04 Oeaeribed As falla.es Si99C901W at a point am Um smotborty stilts of tttddts Sled, "COS fort sastorly when 0"4=04 s %be saki oossbealy^aide of bullets ateaat,. tro* too eatrsoe esotsarly and of I #*"we dblch a thou a"Ottly aide at alldbte Read attb the eseterty oft of 00tleoad A4womm IVOW40 Avemew I t="atlCt; [sot said point of beginning end otong the southerly aids of WOW load tho 1410409 lvo courses *no Olstanadsr ill North 11 degrees 11 strnsur So saves" sari 101.10 foot. p1 esefaf" Y 61mm the an of a asrvs bearing to the left, pawing a ndlue of 2125.01 test• a distsoon oleeo said dart.at 20481S lati Saltk S dpraes Sy altastea " eeeeso last �Iwq lead sat or fomfly a! P.N.H. 104(opiertlas to the lead Muir or cosewtv or t«a Morts. M." coats slang land asr of forossly of 1.8 harts the tollowlog too 1=1 Courses and dImUm"al Itil South 7% dpnrs )) sttwtoe 20 meconils Waste WAS Coati 12) Werth 10 dosses 0t oteattea OA saceds test, 140 fast to the snelhwly side of Middle tt" at the point or ptmo of 13fdOMM. 1"" Coomm er" Is11X. Ifteether ulth all right, title one interest of. In IF iWIMMItO M C01NVANCIMIaid to any streele sad roads sbutelr4 the above Idsoarlbed preaaleos. to the venter ttae theraot. 4 SCROM 1 , L B . . ' Hie On WHOAX9423S HIDU C-9 Amended on 91251MO AL that caftin plot,R or parcel of land,Nt te,hying and being In the Tomw of SoUthold, County of Suffalk and State of New York, hounded and dowAbW as follows: BEGINNING at a conaete monument on the curved saudwly line of Noah P.W(Middle ) I �o o�the � andsaid �gd",curner of land now or formerly of ,rrs and the northwesterly beginning,-Prembes from l RUNNING In a nodfie6ftdy dl e a"SaW swOwdy One of North Road (Middle d)(Cit 48)an a curve to the Ieft hwAng a aradlus of 2p=01 fsa(„a distance of 109.32 feat to a concrete nwnumm+t and land now or kwmerly of Santora: RUNNING*IHERM along said land now or formerly of Santora,South 08 degrees 57 minutes 30 seconds East a 4btum of 238.92 feet to s concrato monument and land now or formerly of Quinn-, RUNNING TRENM along sold land of Quinn South 61 degrees 16 minutes 50 semnds Wmt a dtstanoe of 100A0 feet to a ama+ete monument and land now or tonnedy of Moore; RUNMNG CE along said land now or formerly of Moore North 08 degrees 57 mMutes 30 sewrWs West a dtsmnoe of 194.35 feet to the sou side of Waft Road(Hiddle ) (C.R.49) at the point or place of BEGINNING- paler C NEW YORK STATE DEPARTMENT OF STATE DIVISION OF CORPORATIONS, STATE RECORDS AND UNIFORM COMMERCIAL CODE FILING "CEIPT ENTITY NAME : 46770 ROUTE 48 LLC DOCUMENT TYPE : ARTICLES OF ORGANIZATION ENTITY TYPE : DOMESTIC LIMITED LIABILITY COMPANY 66006090666, DOS ID: 6305304 ®41y „" d FILE DATE: 10/15/2021 CO) FILE NUMBER: 211018001086 TRANSACTION NUMBER: 202110150001564-281896 EXISTENCE DATE: 10/15/2021 DURATION/DISSOLUTION: PERPETUAL not COUNTY : SUFFOLK �`�� SERVICE OF PROCESS ADDRESS : THE LLC P.O.BOX 88, GREENPORT,NY, 11944,USA FILER: COLBY ATTORNEYS SERVICE CO.,INC. I I I WASHINGTON AVENUE,,SUITE 703 ALBANY,NY, 12210,USA SERVICE COMPANY : COLBY ATTORNEYS SERVICE CO.,INC. SERVICE COMPANY ACCOUNT: 08 You may verfiy this document online at: av: e,orv.dosnv..eov AUTHENTICATION NUMBER: 100000501875 TOTAL FEES: $235.00 TOTAL PAYNIENTS RECEIVED: $235.00 FILING FEE: $200.00 CASH: $0.00 CERTIFICATE OF STATUS: $0.00 CHECK/MONEY ORDER: $0.00 CERTIFIED COPY: $10.00 CREDIT CARD: $0.00 COPY REQUEST: $0.00 DRAWDOWN ACCOUNT: $235.00 EXPEDITED HANDLING: $25.00 REFUND DUE: $0.00 STATE OF NEW YOLK DEPARTMENT OF STATE I hereby certify that the annexed copy for 46770 ROUTE 48 LLC, File Number 211018001086 has been compared with the original document in the custody of the Secretary of State and that the same is true copy of said original. WITNESS my hand and official seal of the ,..••••••.•• Department of State, at the City of Albany, .•'�0 NEW,,*„ on October 18, 2021. • • „ ; • • • • • �V to •• "�N T •` Brendan C. Hughes "•••••••••' Executive Deputy Secretary of State Authentication Number.100000501876 To Verify the authenticity of this document you may access the Division of Corporation's Document Authentication Website at 1jW://ecoro.dos.nv.aov D DC-08 ARTICLES OF ORGANIZATION OF 46770 Route 48 LLC Under Section 203 of the Llrflited Liability Company Law FIRST The name of the limited liability company is: 46770 Route 48 LLC SECOND: The county within this state In which the office of the limited liability company is to be located is: Suffolk THIRD: The Secretary of State Is designated as agent of the limited liability company upon whom process against It may be served. The post office address within or without this state to which the Secretary of State shall mail a copy of any process against the limited liability company served upon him or her is: P.O. Box 88 Greenport, NY 11944 FOURTH: The limited liability company is to be managed by: XCJ One or more members Q A class or classes of members Q one or more managers A class or classes of managers FIFTH: The latest date on which the limited liability company is to dissolve is: NA IN WITNESS WHEREOF, this certificate has been subscribed October 16.2021 by the undersigned who affirms that the statements made herein are true under the penalties of perjury. Vera B. y Organizer Filed with the NYS Department of State on 10/15/2021 Filing Number:211018001086 DOS ID:6305304 ARTICLES OF ORGANIZATION OF 46770 Route 48 LLC Under Section 203 of the Limited Liability Company Law Filed By: Colby Attorneys Service Co., Inc. 111 Washington Avenue, Suite 703 Albany, NY 12210 UUM00,04h ROUTINE SAME DAY WD(')WN ala 0 241401JR [3 2 HOUR Ln '}' v r^ CIA IM `C-j Filed with the NYS Department of State on 10/15/2021 Filing Number.211018001086 DOS ID:6305304 vh pV OPERATING AGREEMENT OF 46770 ROUTE 48 LLC This Operating Agreement(this "Agreement") of 46770 ROUTE 48 LLC, a New York limited liability company(the"Company"), is adopted and entered into by Joseph Flotteron, (the "Member"or"Members", which term shall include such other persons who shall become members of the Company in accordance with the terms of this Agreement and the Act) and the Company pursuant to and in accordance with the Limited Liability Company Law of the State of New York, as amended from time to time (the "Act'). Terms used in this Agreement which are not otherwise defined shall have the respective meanings given those terms in the Act. The parties hereto hereby agree as follows: 1. Name. The name of the limited liability company under which it was formed is 46770 ROUTE 48 LLC. 2. Term. The Company shall continue until dissolved in accordance with the Act. 3. Management. Management of the Company shall be vested in its Members who shall manage the Company in accordance with the Act. Any Member exercising such management powers or responsibilities shall be deemed to be a manager for such purposes of applying the provisions of the Act, unless the context otherwise requires, and any such Member shall have and be subject to all of the duties and liabilities of a manager provided in the Act. The Members shall have the power to do any and all acts necessary or convenient to or for the furtherance of the purposes of the Company set forth in this Agreement, including all powers of Members under the Act. 4. Purpose. The purpose of the Company is to engage in any lawful act or activity for which limited liability companies may be formed under the Act and to engage in any and all activities necessary or incidental thereto. 5. Members. The name and the business,residence or mailing address of the Members are as follows: Name Address Joseph Flotteron Post Office Box 88 Greenport,NY 11944 6. Capital Contributions. The Members have contributed to the Company the following amounts, in the form of cash, property or services rendered, or a promissory note or other obligation to contribute cash or property or to render services: w Amount of Capital Ownership Member Contribution Interest Joseph Flotteron $100 Sole Member 7. Additional Contributions. No Member is required to make any additional capital contribution to the Company. 8. Allocation of Profits and Losses. The Company's profits and losses shall be allocated in proportion to the value of the capital contributions of the Members. 9. Distributions. Distributions shall be made to the Members at the times and in the aggregate amounts determined by the Members. Such distributions shall be allocated among the Members in the same proportion as their then capital account balances. 10. Withdrawal of a Member. A Member may withdraw from the Company in accordance with the Act. 11. Assignments; Rights of Assignee To Become a Member. A Member may assign in whole or part his membership interest in the Company; provided,however, an assignee of a membership interest may not become a Member without the vote or written consent of at least a majority in interest of the Members, other than the Member who assigns or proposes to assign such membership interest. 12. Admission of Additional Members by the Company. One or more additional Members of the Company may be admitted to the Company with the vote or written consent of a majority in interest of the Members(as defined in the Act). 13. Liability of Members. The Members shall not have any liability for the obligations or liabilities of the Company except to the extent provided in the Act. 14. Exculpation of Members. A Member exercising management powers or responsibilities for or on behalf of the Company shall not have personal liability to the Company or its members for damages for any breach of duty in such capacity, provided that nothing in this Section 14 shall eliminate or limit(a) the liability of any such Member if a judgment or other final adjudication adverse to him or her establishes that his or her acts or omissions were in bad faith or involved intentional misconduct or a knowing violation of law or that he or she personally gained in fact a financial profit or other advantage to which he or she was not legally entitled or that with respect to a distribution to Members the subject of subdivision(a)of Section 508 of the Act his or her acts were not performed in accordance with Section 409 of the Act or (b) the liability of any such Member for any act or omission prior to the date of first inclusion of this paragraph 14 in this Agreement. 15. Governing Law. This Agreement shall be governed by, and construed in accordance with, the laws of the State of New York, all rights and remedies being governed by said laws. 2 16. Indemnification. To the fullest extent permitted by law, the Company shall indemnify and hold harmless, and may advance expenses to, any Member or other person, or any testator or intestate of such Member or other person (collectively, the "Indemnitees"), from and against any and all claims and demands whatsoever; provided,however, that no indemnification may be made to or on behalf of any Indemnitee if a judgment or other final adjudication adverse to such Indemnitee establishes (a) that his or her acts were committed in bad faith or were the result of active and deliberate dishonesty and were material to the cause of action so adjudicated or(b) that he or she personally gained in fact a financial profit or other advantage to which he or she was not legally entitled. The provisions of this section shall continue to afford protection to each Indemnitee regardless of whether such Indemnitee remains a Member, employee or agent of the Company. 17. Tax Matters. The Members of the Company and the Company intend that the Company be treated as a sole proprietorship for all income tax purposes and will file such necessary and appropriate forms in furtherance thereof. IN WITNESS WHEREOF, the undersigned have duly executed this Operating Agreement as of the 15" day of October 2021. BY: JOSEPH FLOTTERON, SOLE MEMBER 3 1P WRITTEN CONSENT OF 46770 ROUTE 48 LLC 46770 ROUTE 48 LLC, a New York limited liability company(the "Company"), hereby consents to the adoption of the following resolutions as fully as if they had been adopted at duly held meetings of the members: RESOLVED, that the Contract of Sale dated as of October 151h, 2021, by and between JEMCAP SD I LLC, as Seller, and 46770 ROUTE 48 LLC, as Purchaser, (the "Contract"), copies of which have been submitted to the members, be and the same is hereby approved and adopted; and it is further RESOLVED, that the purchase of property located at 46770 County Road 48, Southold, NY 11971, on the terms and conditions as set forth in Contract, are hereby advised; and it is further RESOLVED, that the Company shall take all such actions necessary to consummate the transactions contemplated by the Contract, pursuant to the terms as set forth in the Contract; and it is further RESOLVED, that Martin D. Finnegan be, and hereby is authorized, empowered and directed in the name of and on behalf of the Company to take any and all actions and to execute, deliver and file all such other instruments, certificates, agreements and documents as they deem necessary or appropriate, and to pay all expenses and fees to enable the Company to carry into effect the intent and the purposes of the foregoing resolutions, and each of them, and to consummate the transactions contemplated by the Contract and such other documents and instruments as are contemplated pursuant to the Contract, and that the execution and delivery of any such instrument, certificate, agreement or document shall be conclusive evidence of such member's or agents authority granted herein and the approval thereof by the members of the Company; and be it further RESOLVED, that there has been no change in the make up or composition of the Company, and that there have been no amendments made to the Articles of Organization or the Operating Agreement; and be it further RESOLVED, that a copy of this written consent be filed in the minute book of the Company. IN WITNESS WHEREOF, the undersigned have executed this Consent as of October 15`h, 2021. By: Joseph Flotteron, Sole Member ,F.,v,;lra�-�e, 3✓rat✓,..;.rru�u. ,�.�,,..✓/u✓ua.,;+✓ru,.,.r ,. „✓r✓r./,,,..e,✓i✓✓.11.a�ni�dt,�,u✓ �r.. ..�.��,ir,ci,.,tin. ,ur,ruuzr, �.�,�;;;.�u l✓�wv,.✓,�, ✓/rn Ir,,,;�a.:T:��.� �yr�;e�,/�,✓��,.✓,,,:..�«�e/..,,.a,�,✓rv,,,,r�„✓ :. a r>,�ra��//m/✓i�✓,t,�s✓,. A. r ee 1 f ` r i1 i � l Final Audit Report 2021-10-26 Created: 2021-10-26 By: Annalise Schweitzer(aschweitzer@northfork-legal.com) i. Status: Signed Transaction ID: CBJCHBCAABAAE8vrnL30048ATfljgVeRBJy-w2Fr4dvM i I I "Operating Agreement and LLC Resolution - 46770 Route 48 LL C" History } Document created by Annalise Schweitzer(aschweitzer@northfork-legal.com) 2021-10-26-9:56:44 PM GMT Document emailed to Joe Flotteron Ooe@peconicwatersports.com)for signature 2021-10-26-9:57:13 PM GMT Email viewed by Joe Flotteron Ooe@peconicwatersports.com) 2021-10-26-11:05:11 PM GMT '1 Document e-signed by Joe Flotteron goe@peconiewatersports.com) Signature Date:2021-10-26-11:05:59 PM GMT-Time Source:server 9 i Agreement completed. 2021-10-26-11:05:59 PM GMT I w Adobe Sign lYllJl.�....:,.,w, ,//,�1,./IIJI)lIY/YbTIJlNJ114,iii/!!!NO'?!V//d114I /1///Ge//,,,,1',//, ..../i1, l.�Jl „E.,1.(w,;,W/1,.,,,.«/f i:/', / //i,! l .�/✓1u I Iri. // e�, .�+lr'e-; ,:/'/.., li i :... ,. ✓ ✓f/ivtic ,,,�/,Y.y rw'vi../r.f.vil�1.n1� (/o.�. // /,A4o �✓ 11,H.N/�/�YGfIA. ✓l„rl11Y/d!1 X N.AP✓l�v/A Jr�d'6.vOP""Afl'J6„q,N 1lJ,Iv1,CLP'J� G/,,...JP/¢;Y('20.c.,Jrl M! FYNNEGAN LAW, P.C. 13250 MAIN 'UtROAD Vown. P.O. BOX 1452Board � . MATTITLICK,NEW YORK 11952 � "111�1 (631) 315-6070 MARTIN D. FINNEGAN, ESQ. MFINNEGAN@NOKTHFORK.LAW By Hand July 13, 2022 Ms. Leslie Kanes Weisman, Chairperson Zoning Board of Appeals Town of Southold P.O. Box 1179 Southold, NY 11971-0959 Re: Area Variance Application of 46770 Route 48 LLC Premises: 46770 Route 48, Southold SCTM # 1000-055.00-05.00-009.001 Dear Chairperson Weisman and Members of the Board: With respect to the above-referenced Application, enclosed please find a check made payable to the Town of Southold in the amount of$500.00 representing the required filing fee and an original and eight (8) copies of the following documents for your review: 1) Notice of Disapproval dated June loth, 2022. 2) Area Variance Application, including an attachment of explanation. 3) Project Description and Questionnaire Form. 4) Agricultural Data Statement. 5) Short Environmental Assessment Form. 6) Local Waterfront Revitalization Program (LWRP) Consistency Assessment Form. 7) Owner's Authorization. 8) Transactional Disclosure Forms from Applicant and Agent. 9) Color photographs of the subject premises. 10) Current Deed. 11) Assessor's Property Record Card. 12) Certificate of Occupancy. 13) Building Permit Application dated March 31St, 2022. 14) ZBA Decisions #7079SE and #7080. n 15) Covenants and Restrictions (1966 and 2016). 16) 46770 Route 48 LLC Articles of Organization and Operating Agreement. 17) Eight (8) survey prints. 18) Eight (8) site plans. Kindly advise if you require any further documentation to place this matter on your next available agenda for a public hearing. Thank you for your consideration. Very truly yours, Martin n MDF/as Encl. FORM NO.3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE:June 8, 2022 Revised: June 10,2022 TO: Martin D. Finnegan,ESQ. (46770 Route 48 LLC) PO Box 1452 Mattituck,NY 11952 Please take notice that your application dated March 31,2022: For permit to:DqWlish go exi&g "ldin ,and ggristruct,A n rice and gojW facilityPeconic ate at: Location of property: 46770 Cgun ,jy R&4d AjS g Lq&old NY County Tax Map No. 1000—Section 55 Block S Lot 91 Is returned herewith and disapproved on the following grounds: PgpMpA IQ Article l ection 280-122.fte proRqsad use kplan ARP—r0yja from the uthold Town Pl_a0RjULBoard. Ad ' "o l the sed true "on in the B ', 'ct is not permitted t to .e X1 Section 2 jes:"noo single structure hall ve ore 60 lin f fin a one f. ite a shov+�s th sed boil " to be 9 inear e t wide alon fiml and in addi ' 9w one sale ece And-89agge facility must ohW tion ror� a Zoning BAppeals, You may now apply to these agencies directly. This disapproval has been revised based on an amended site plan provided to the building department. 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,Planning Board,ZBA Fee:$.. �.Filed APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE House No.46770 Street ROUTE 48 Hamlet SOUTHOLD 055.00 05,00 ( )009.001 Lot Size 0.852 ACRES Zone B SCTM 1000 Section Block Lot s I (WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED 06/10/2022 BASED ON SURVEY/SITE PLAN DATED Owner(s):46770 ROUTE 48 LLC Mailing Address:PO BOX 88,GREENPORT,NY 11944 Telephone:609-937-9801 Fax: Email:JOE@PECONICWATERSPORTS.COM NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent,architect, builder,contract vendee,etc.and name of person who agent represents: Name of Representative:MARTIN D.FINNEGAN for(%4 Owner( )Other: Address: 13250 MAIN ROAD,PO BOX 1452,MATTITUCK,NY 11952 Telephone:631-315-6070 Fax: Email: MFINNEGAN@NORTHFORK.LAW Please check to specify who you wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), (%4 Authorized Representative, ( )Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED and DENIED AN APPLICATION DATED 03/31/2022 FOR: (y) Building Permit ( )Certificate of Occupancy ( )Pre-Certificate of Occupancy ( )Change of Use ( )Permit for As-Built Construction ( )Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article: Section: Subsection: Type of Appeal. An Appeal is made for: (%I A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Reversal or Other A prior appeal(y j has, ( ) has not been made at any time with resl2ect to this,property,UNDER Appeal No(s). 707 SE„7080 Year(s). 2019 . (Please be sure to research before completing this question or call our office for assistance) Name of Owner:Jemcap SD I LLC ZBA File#7079SE;7080 REASONS FOR APPEAL (Please be specific, additional sheets may be used with preparers signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: SEE ATTACHED NARRATIVE. 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue, other than an area variance,because: SEE ATTACHED NARRATIVE. 3.The amount of relief requested is not substantial because: SEE ATTACHED NARRATIVE. 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: SEE ATTACHED NARRATIVE. 5.Has the alleged difficulty been self—created? { } Yes,or { } No Why: SEE ATTACHED NARRATIVE. Are there any Covenants or Restrictions concerning this land? { } No {4 Yes(please furnish a copy) This is the MINIMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safety and welfare of the community. Signature of Applicant uthorized Agent (Agent must submit written Authorization from Owner) Sworn to before me this 19 day of JULY 20 22 6�otary utaltc 111111 . NNNrMnMNN SCHW02ZE"R AN'l�NANSE NOTARY PUBLIC•STATE OF NEW YM NO.OIS06409457 QMFiED IN SUFFOLK COUNTY W COMMISSM EXPIRES SEP 28,20 N ATTACHMENT TO AREA VARIANCE APPLICATION OF 46770 Route 48 LLC REASONS FOR APPEAL: The Applicant is seeking, by way of this appeal of the Building Inspector's Notice of Disapproval, last revised June 10, 2022, for a building permit to demolish the existing commercial building and construct a new marine sales, service and storage facility, a variance from the requirement in Town Code § 280-50(C) to allow the proposed structure to have 95 feet of linear frontage on the North Road. The proposed facility will be operated by a single business, Peconic Watersports, as an extension of its established watersports business in Southold Town. The proposed facility will have a footprint of approximately 7,405 SF and will consist of a marine sales and service area, office space and restrooms with the balance of the square footage used for marine storage. There will also be a second level loft area for additional marine storage. The project as designed leaves ample room for required parking and landscaping coverage and the facility will be amply screened from neighboring residential uses. The proposed design of the facility has the frontage offset by nearly 30 feet with the smaller 40-foot section lying closer to the North Road and the remaining 55 foot section set back creating the visual appearance of separate buildings. The subject parcel is a conforming 37,123SF (.852 acres) parcel in the General Business ("B") zoning district located on County Route 48, approximately 406 feet west of Boisseau Avenue in Southold. The parcel has 160 feet of frontage on the North Road and it lies within an established business corridor outside the Hamlet Center that includes two strip retail shopping centers, office buildings, a fitness center, natural gas service, auto repair shop, stand-alone retail stores and a new gas station/convenience store. There are residential properties to the south and southeast along Boisseau Avenue but the parcel is otherwise surrounded by business zoned properties. The prior owner's applications for a special exception and area variance relief to construct a gas station and convenience store were withdrawn in May 2021 (7079SE and 7080). It is noteworthy that the prior variance relief was granted to nearby property owners to allow the construction or expansion of buildings with linear frontage in excess of 60 feet. (See, ZBA Determinations 4876 of 2001 and 5503 of 2004). In one, the ZBA allowed 103 feet of frontage on a smaller (22,940 SF) parcel with similar lot width. For the following reasons, the Applicant submits that a variance from the 60 foot frontage limitation in §280-50 of the Town Code is warranted. 1. An undesirable change will not be produced in the CHARACTER of the neighborhood or a detriment to nearby properties if granted, because: As noted, the subject parcel lies along a commercial corridor where there are several existing buildings with frontage along the North Road that exceeds 60 feet. The retail center to the west has over 200-foot of frontage and many of the buildings on the north side of the road are likewise wider than 60-feet including the fitness center, tile store and the furniture store. While some of these may be pre-existing non- conforming structures, others, as previously noted, have benefited from variance relief from this Board. The granting of similar variance relief here will allow construction of a building that will be entirely in character with surrounding uses with no detriment to nearby properties. The proposed construction is otherwise compliant with all dimensional regulations and parking and landscape coverage requirements. 2. The benefit sought by the Applicant CANNOT be achieved by some feasible method for the applicant to pursue other than an area variance, because: The Applicant is constructing a marine sales, service and storage facility. The proposed business operation requires the maneuvering large watercraft within the facility. The construction of separate buildings that are 60-feet or less is not conducive to the proposed business operations and is not economically or practically feasible from an operational or staffing standpoint. 3. The amount of requested relief is not substantial because: While the relief sought may be mathematically substantial, the Applicant submits that it is not practically so in light of the offset design of the facade which creates the appearance of separate structures which would be allowed as of right. A review of earlier interpretations of the 60 foot limitation suggests that it was intended to discourage strip centers where multiple businesses operate under a single roof. While such uses surround the subject property, the proposed facility is designed for use by a single business operation and, as such, it satisfies the spirit and intent of the Code. 4. The variance will NOT have an adverse impact on the physical or environmental conditions in the neighborhood or district because: The granting of a variance to allow construction of a building that is 95-feet in width on a 150-foot wide parcel that is nearly an acre in size will not have an adverse impact on the physical conditions in the surrounding business corridor where several businesses of equal or greater intensity currently operate. The width of the structure will likewise have no perceivable environmental impact on the surrounding neighborhood or zoning district. This property was previously a mixed use property with residential and commercial uses. The proposed construction and landscaping will be a vast improvement to the asthetics of the site and will fit seamlessly into the surrounding uses. S. Has the alleged difficulty been self-created? To the extent that the the difficulty is self-created, pursuant to New York Town Law§267-b (3), a self-created hardship "shall not necessarily preclude the granting of an area variance." APPLICANT'S PROJECT DESCRIPTION APPLICANT: 46770 ROUTE 48 LLC DATE PREPARED: &0"o ' 1.For Demolition of Existing Building Areas Please describe areas being removed:DEMOLISH EXISTING RETAIL BUILDING II.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: 7405SF Dimensions of new second floor: 1939SF Dimensions of floor above second level: N/A Height(from finished ground to top of ridge): 33'-11.5" Is basement or lowest floor area being constructed?If yes,please provide height(above ground) measured from natural existing grade to first floor: N/A M.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: N/A Number of Floors and Changes WITH Alterations: N/A IV.Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: 1,535SF Proposed increase of building coverage: 7,405SF BUILDING FOOTPRINT Square footage of your lot: 37,123SF ... wwwwwwwwww Percentage of coverage of your lot by building area: 20.2% V.Purpose of New Construction: CONSTRUCTION OF MARINE SALES,SERVICE AND STORAGE FACILITY. VI.Please describe the land contours(flat,slope%, heavily wooded,marsh area,etc.)on your land and how it relates to the difficulty in meeting the code requirement(s): PARCEL IS FLAT AND CONTOURS WILL HAVE NO BEARING ON PROPOSED DEVELOPMENT. Please submit 8 sets of photos,labeled to show different angles of yard areas after staldng corners for new construction,and photos of building area to be altered with yard view. 4/2012 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject premises listed on the real estate market for sale? Yes V No B. Are there any proposals to change or alter land contours? No Yes please explain on attached sheet. C. 1.) Are there areas that contain sand or wetland grasses?NO 2.) Are those areas shown on the survey submitted with this application?N/A 3.) Is the property bulk headed between the wetlands area and the upland building area?NO ........... _..._. ..m .�_.... .� 4.) If your property contains wetlands or pond areas, have you contacted the Office of the Town /A Please confirm status of your inquiry or trustees for its determination of jurisdiction?N.................... application with the Trustees: N/A and if issued, please attach copies of permit with conditions and approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level?NO E. Are there any patios, concrete barriers, bulkheads or fences that exist that are not shown on the survey that you are submitting?NO _Please show area of the structures on a diagram if any exist or state none on the above line. F. Do you have any construction taking place at this time concerning your premises?NO If yes, please submit a copy of your building permit and survey as approved by the Building Department and please describe: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking, please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel?NO If yes, please label the proximity of your lands on your survey. I. Please list present use or operations conducted at this parcel_RETAIL BUSINESS and the proposed use MARINE SALES, SERVICE AND STORAGE (ex: existing single family, proposed: same with garage, pool or other 07/ 1)-/2022 Auth ed si ture and Date AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use permit, site plan approval, use variance,area variance or subdivision approval on property 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 of Applicant: 46770 ROUTE 48 LLC 2. Address of App Gicattt PO BOX.88,GREENPORT,wNY 11944 3. Name of Land Owner(if other than Applicant):.,,,__._._ , 4. Address of Land Owner: 5. Description of Proposed Project:DEMOLISH EXISTING BUILDING m,. 4 IT ILDING AND CONSTRUCT A NEW MARINE SALES SERVICE AND STORAGE FACILITY. .......�..� .._.. _..._......r_ .� �_....__.._ ...m. _. .._.. .ee .� _.... . .....�.. ......�m,_ �,,,�............ A,,..,,_..,.,,e- . _._.. ...,,,,..,.....................�._P..... ------ ...................._.......... 6. Location �m ..._.. ................. � mm_....._....... of Prop road and Tax map number 46770 ROUTE 48, SOUTHOLD- 1000-055.00 05 00 009 001 7. Is the parcel within 500 feet of a farm operation? { } Yes {v4 No 8. Is this parcel actively farmed? { } Yes {v4 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 Town Assessor's Office (765-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1. 2. 3. 4. 5. 6. (Please use the back of this page if there are additional property owners) 7 / /2022 . ....... _ _ w ................... Signature of Applicant Date Note: 1.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. 617.20 Appendix B Short Environmental Assessment Form Instructions for Completin Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: PECONIC WATER SPORTS MARINE FACILITY ......... ................ Project Location(describe,and attach a location map): 46770 ROUTE 48, SOUTHOLD, NY 11971 - 1000-055.00-05.00-009.001 _............. ..........._. Brief Description of Proposed Action: DEMOLISH EXISTING RETAIL BUILDING; CONSTRUCT A 7,405SF MARINE SALES, SERVICE AND STORAGE FACILITY ON A 37,123SF PARCEL IN THE GENERAL BUSINESS ZONING DISTRICT. Name of Applicant or Sponsor: rE-Mail: elephone: 631-315-6070 MARTIN D. FINNEGAN, ESQ. MFINNEGAN@NORTHFORK.LAW Address: PO BOX 1452, 13250 MAIN ROAD City/PO: State: Zip Code: MATTITUCK NY 11952 1. Does the proposed action only involve the legislative adoption of a plan, local law,ordinance, NO YES ................ administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that X may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action re uire a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: SOUTHOLD TOWN PLANNING BOARD-SITE PLAN APPROVAL X SOUTHOLD TOWN ZONING BOARD OF APPEALS-AREA VARIANCE APPROVAL SUFFOLK COUNTY DEPT.OF HEALTH SERVICES 3.a. Total acreage of the site of the proposed action? 0.852 acres b.Total acreage to be physically disturbed? 0.169 acres c. Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? U.852 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑ Urban Rural(non-agriculture) ❑Industrial E(Commercial N(Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑ Other(specify): „ ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? X b.Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X C.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X ........................ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: X _... .. . . _ ... .. - m.n.n ,_m......... _ -.. .._— -- - ----........n_..- _ -_ - .... .._____- 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: _w X 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment X 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic _ NO YES Places? X b.Is the proposed action located in an archeological sensitive area? X 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑ Shoreline ❑ Forest ❑ Agricultural/grasslands ❑ Early mid-successional ❑ Wetland ❑ Urban Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X 16.Is the project site located in the 100 year flood plain? NO YES X 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, X a.Will storm water discharges flow to adjacent properties? dNO❑ YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO Ed YES STORMWATER RUNOFF WILL BE CONTROLLED ON SITE AS REQUESTED BY TOWN CODE Page 2 of 4 ,W 18.Does the action include proposed ude construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? X If Yes,explain purpose and size: _ _,.n...._ ........._. 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? X If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? X IfYes,describe: „m ...... __. ................ .... . ................................................................_............. _,..w.......................................................... I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE PP P NNEGAIV,m �r�.. A licant/s onsor name: M �N la. ESQ. Date: Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? ...................... 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality, flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail, identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentat ion, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. �._..._.._.�.-...._ .. Name of Lead Agency Date Print or T e Name of Res onsible Officer m.L _...._ ._._n. yp � pmmm e_.ad. Agen_ cy Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 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 Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 055.00 _05.00 _009.001 The Application has been submitted to (check appropriate response): Town Board ®' Planning Dept. G Building Dept. 13 Board of Trustees Q ZONING BOARQ OF APPEALS�/ 1. 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) Ed (b) Financial assistance(e.g. grant,loan, subsidy) (c) Permit,approval, license,certification: Nature and extent of action: DEMOLISH EXISTING RETAIL BUILDIN+ " CONST U T A,7 405SF M RIN,E SALES, SERVICE AND STORAGE FACILITY ON A 37,123SF PARCEL IN THE GENERAL BUSINESS ZONING DISTRICT. Location of action:46770 ROUTE 48, SOUTHOLD, NY 11971 Site acreage:0.852 Present land use:RETAIL Present zoning classification: B 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:46770 ROUTE 48 LLC (b) Mailing address: PO BOX 88 GREENPORT, NY 11944 (c) Telephone number: Area Code( )609-937-9801 (d) Application number,if any: Will the action be directly undertaken, require funding,or approval by a state or federal agency? Yes ❑ No® 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. E]Yes F No ® Not Applicable THIS IS A PERMITTED USE BY SPECIAL EXCEPTION IN THE GENERAL BUSINESS ZONING DISTRICT. 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 THIS SITE HAS NO KNOWN HISTORIC OR ARCHAEOLOGICAL SIGNIFICANCE. 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 Q Yes [2] No ® Not Applicable THE SUBJECT PREMISES LIES ON A MAJOR ROAD AND IS SURROUNDED BY PARCELS THAT HAV BEEN AND WILL CONTINUE TO BE DEVELOPED AS BUSINESS AND PROFESSIONAL USES. Attach additional sheets if necessary 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 0 Yes 0 No ® Not Applicable THE PARCEL IS NOT NEAR A SHORELINE. Attach additional sheets if necessary 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 E] Yes 11 No ®Not Applicable .._ THE PROPOSED IT E TOWN OF SOUTHOLD. _THE DEVELOPMENT A NT WILL NOT ADVERSELY AFFECT WATER QUALITY IN w Attach 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 R No® Not Applicable THE SITE IS NOT NEAR TIDAL OR FRESHWATER WETLANDS. 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. L_,'_.I Yes [] No Not Applicable THE OPERATION OF THE PROPOSED BUSINESS WILL NOT CREATE 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 THE OPERATION OF THE PROPOSED BUSINESS WILL NOT GENERATE SIGNIFICANT SOLID WASTE IN_ G 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. R Ye.Z1 No V Not Applicable THE SITE IS NOT ADJACENT TO TOWN WATERS OR LANDS.. Attach additional sheets if necessary WORKING COAST POLICIES 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 Q Not Applicable THE PROPOSED BUSINESS WILL ENHA CE AND FACILITATE BO TIN INS UTHOLD OWN BY PROVIDING SALES AND SERVICES TO RESIDENTS WHO OWN WATERCRAFT. 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 W Not Applicable THE SITE IS NOT NEAR THE SOUND, BAY, OR TOWN 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 0 No EZ Not Applicable THE OPERATION OF THE PROPOSED BUSINESS WILL NOT INTERFERE WITH ANY AGRICULTURAL LANDS OR USES. 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 TO MINERAL RESOUF S, Created on 5125105 11:20 AM Board, of Zoning Apj2eals Application AUTHORIZATION (Where the Applicant is not the Owner) JOSEPH FLOTTERON I, SOLE MEMBER OF 46770 ROUTE 48 LLC residing at 127 STERLING; A E U�Er (Print property owner's name) (Mailing Address) do hereby INNEGAN, ESQ. EEN O , NY y authorize m11944 � MARTIN DF (Agent) .... to apply for variance(s)on my behalf from the Southold Zoning Board of Appeals. (Owner's Signature) 46770 ROUTE 48 LLC BY: JOSEPH FLOTTERON, SOLE MEMBER (Print Owner's Name) APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of'Southold's Code of Ethics prohibits conflicts of interest on the art oft wn officers and em to ees.The Purpose of this form i to provide information which can alert the town of possibleconflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME : JOSEPH FLOTTERON (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's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance r' Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) SPECIAL EXCEPTION 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 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 that 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 d ttf tl' 12022 Signature _L � Print Name JO F(OTTER ON AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics 1grohibits g2aflicts of interest on the art of town officers.and em .lo ees.The purpose f 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 a e YOUR NAME : MARTIN D. FINNEGAN ESQ. (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's or company's name.) TYPE OF APPLICATION:(Check all that apply) Tax grievance Building Permit Variance V Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) SPECIAL EXCEPTION _ 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 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 that 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 2022 Signature Print Name MAKI . INN EGAN, ESQ. �� c �: �,,�_ a �— _ � _ �� -� a �I�`, Vii �� _ � � �. , . \, , �, �; '... t\ � � � �\AV� Z VA �A � A `�\` - �\ ��\` � s ��\�� y� ��, '�� . � \: �. ��v� � __ __ _ _ __ __ a �_ ,: ��— �_ �� e N � � k_ _� ,,� � ��` � I�� , �. �- �. - �� . � � �s � � � � ` �� a�� , �� _ _ - \off` may _, � �. � �� .� �� \ti �� t __ �, �� \�� c `�� , �� _ � � �� `� ~ �� _ �� IIIIII�II� IIIJllllllllllllll�Clill�ll �I .. y...., } r SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 02/28/2022 Number of Pages: 5 At: 11 :19: 47 AM Receipt Number : 22-0033973 i/ TRANSFER TAX NUMBER: 21-25271 LIBER: D00013144 . PAGE: 662 District: Section: Block: Lot 1000 055 .00 05.00 009.001 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $700,000.00 Received the Following Fees For Above Instrument Exempt ,3. Exempt Page/Filing $25.00 NO Handling $20.00- ,� � .No COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $250.M.. '�:, NO TP-584 $5.00 NO Notation ,$0.00' NO Cert.Copies $0.00 NO RPT $200.00 NO Transfer tax $0.00 NO Comm.Pres $11;'On0 t0 .- 'e. -°�'� NO Fees Paid $11,�52-5.00 TRANSFER TAX NUMBER: 21-25271 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE inpi County Clerk, Suffolk County , Loll 2 Number of pages RECORDED 2022 Feb 28 11:19:47 AM This document WIII be public JUDITH A. PASCALE CLERKOF record. Please remove all SUFFOLK COUNTS' Social Security Numbers L DOGO13144 prior to recording. P 662 DT# 21-25271 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee -- 3 Mortgage Amt. 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total - Notation Spec./Assit. or EA-52 17(County) SubTotal Spec./Add. EA-5217(State) TOT.MTG.TAX R.P.T.S.A. Dual Town Dual County Held forAppointment Comm.of Ed. S. 00 Transfer Tax Affidavit • Mansion Tax CertifleclCopy The property covered by this mortgage is or will be Improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total YES orNO Other Grand Total If NO, see appropriate tax clause on page q of this instrument. 4 Dist.1000 S 2200T"3 1000 05500 0500 009001 5 Community Preservation Fund Real B q I Consideration Amount Tax Service Agency KRAO CPF Tax Due $. , C06 Verification ®_ _...... . ........_�� Improved � Satlslacklons/Discharg ; ete s�x tls Protro� rty Owners Mailing Address 6 6tF� C1R d tfET N T r Vacant Land �t w. 1 TO TO TID Mail to:With A.Pascale,Suffolk County Clerk Z Title Company Information 310 Center Drive, Riverhead, NY 11901 " n Co.NameSp8f10 Abstract www.suffolkcoun ty y.govclerk/ Title It SP46568-S 8 Suffolk County Recording & Endorsement Page This page forms part of the attached Deed made by: (SPECIFY TYPE OF INSTRUMENT) Jemcep SD I LLC The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of Southold 46770 Route 48 LLC In the VILLAGE or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over no-or) r )-(SeO fr J Form W02—Bnpin end Smle Deed,with Cmaunr q0w Cnraor's Anr—Ldivldul or Corporation(Single Shen) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRIMtNT- HIS INSTRUMENT SHOULD BE USED BY LAWYER$ONLY.. / THIS INDENTURE,trade the r1th day of December,in the year 2021 BETWEEN Jemcap SD 1 LLC 1251 Avenue of the Americas,501 Floor New York,New York 10020 party of the first part,and 46770 Route 48 LLC 127 Sterling Avenue Greenport,New York 11944 party of the second part, -- WITNESSETH,that the party of the first part,for Ten and 00/100 Dollars(S10.00)and goad and valuable consideration,does hereby grant and release unto the parties of the second part,the heirs or successors and assigns ofthe parties of the second part 1 forever, S "'-- ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being in DS's.00 the County of Suffolk and State of New York,bounded and described as 73 SCHEDULE"A"ANNEXED HERETO AND MADE A PART OF Being and intended to be the same premises conveyed to the party of the First Part by 46770 COUNTY ROAD 48 LLC,dated b August 25,2014 and which was recorded in the Office of the Suffolk County Clerk,State of New York on October 14,2014 L in Liber 12792,at Page 121. .r- SAID PREMISES ALSO BEING KNOWN AS 46770 COUNTY ROAD 48,SOUTHOLD,NEW YORK 11971 off•o a 1 TOGETHER with all right,title and interest,if any,ofthe party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights oflhe party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the parties of the second part,the heirs or successors and assigns of the parties of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the First part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose.The word"party"shall be construed as if it read"panics"whenever the sense of this indenture so requires. This transfer does not represent all or substantially all ofthe assets of the grantors,and is done in the normal course of business_ First Americas TitlC Insurance Company SCHEDULE A DESCRIPTION OF PREMISES Title No. SP46568-S ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being at Southold, in the Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the southeasterly side of North Road (formerly known as Middle Road and as C.R. 49) distant 406.49 feet southwesterly from the extreme southwesterly end of an arc of a curve connecting the southeasterly side of North Road with the southwesterly side of Boiseau Avenue; RUNNING THENCE South 08 degrees 57 minutes 30 seconds East, along the land now or formerly of Southold Medical Arts Building, Inc. and along lands now or formerly of John J. Quinn and Teresa E. Quinn, 276.85 feet; THENCE South 81 degrees 16 minutes 50 seconds West, along land now or formerly of Robert John Bohn, Robert G. Bohn and Carol Ann Bohn, 150.00 feet; THENCE North 08 degrees 57 minutes 30 seconds West, along the land now or formerly of Thomas J. McCarty, 220.09 feet to the southeasterly side of North Road; THENCE northeasterly along an arc of a curve bearing to the left having a radius of 2,325.01 feet, along the southeasterly side of North Road, a length of 160.17 feet to the point or place of BEGINNING. EQR!Q0—NVE—YA_NQ1M,.QNLY;TOGETHER with all right,title and interest of the party of the first part,of,in and to the land lying in the street in front of and adjoining said premises. DESCRIPTION IN WITNESS W11 EREOF,the parties of the first part have duly executed this deed the day and year first above written. JEMC I L - By:Bradley arch Its:Managing,Member STATE OF NEW YORK ) COUNTY OF ,sss 4� 0 On the Ltth day of December,2021,before me,the undersigned,a Notary Public in and for said State,personally appeared Bradley Marsh personally known to me or proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity and that by her signature on the instrument,the person or the entity upon behalf of which the person acted executed the instrument in the State of New York,County of AMssau.A/1W Nv✓IG Notary Public INDHIRA P CASTILLO Notary Publle,State or New York Reg.No.01 CA6412071 Quaffed In Now York County Cammlaslon Explrea 12-14-2324 • , �- Bargain and Sale Deed WrMCOV ANT AGAINST ORANTOWSAM w1edRP TITLE. COSO I ,L DISTRICT 1000 1251 Avenue of the Amerias,50'Floor 5"ON055.00 New York,New York 10020 BLOCK 91.00 TO LOT 009.001 COUNTYOFSUFFOLK Joseph Plotteron PO Dos U Greenport,NY 11944 RE FLNUMA1LTO: j 1 A�At N ��Qw , P C SCTU4. -- TOWN OF SOUTHOLD PROPERTY RECORD CARDa�- OWNER STREET t4 VILLAGE DIST, `T ACR. RE Z R _ - s - 2 �` TYPE OF BLD. PROP. CLASS LAND IMP. TOTAL DATE -- 1 ! � g ' FRONTAGE ON WATER HOUSE/LOT BULKHEAD TOTAL TOWN OF SOUTHOLD PROPERTY RE RD STREET VILLAGE----—DIS-T., SUB. LOT -T- ffa;--16- FORMER OANER 7:j7,6Lqtqf?,q, N E ACR. vig I k"y P3 I W TYPE OF BUILDAG, k;In RES. SEAS. VL. FARM COMM CB, MICS. Mkt. Value —1--- 1 ' AND IMP. TOTAL DATE REMARKS .2- 44>0E-n 9/-;z Nv, Ll 7i:�� a 1 ,7- 40 OL-J, ri " Ea AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE —FARM Acre Value Per i Value Acre X4 Tillable FRONTAGE '6" Woodland FRONTAGE ON ROAD 1 Meadowland DEPTH J House Plot BULKHEAD 6E K Total" DOC COLOR TRIM a rim 4—--A s � i �� .. 6 t I A A b .. . - .. I 7 F 1 € 0 I 3 l � �i M. Bldg. 1 i I . . Extension F e � — 3 Extension I � i Extension Foundation I' Both Dinette Porch 1113asement !Floors K. Porch ' I -Ext. Walls Interior Finish LR I i Breezeway !Fire Place Heat iDR Garage -Type Roof Rooms ist Floor BR. Patio Recreation Room Rooms 2nd Floor FIN. B 0. B. Dormer Driveway Total Z I DaLcJ lFaCE o T.510.663.0600 F.07.205379S E.AILNY.Customer.Service@datatracetitle.com Certificate of Occupancyarc TITLE *: SP46568-S DATE:10/21/2021 PREPARED FOR:SPANO ABSTRACT SERVICE CORP. (SPA) ORDER ID:12190030 PREMISES; 46770 CR 48, SOUTHOLD State: NY County: SUFFOLK Town: SOUTHOLD District: 1000 Section: 055.00 Block: 05.00 Lot: 009.001 A search of the Building Department records In reference to the above mentioned premises has revealed the following Information: There is no Certificate on file for the original building according to Building Department records. Tax Assessor's records indicate that the above mentioned premises was originally constructed as undetermined age. Certificate of Occupancy #23295 issued on 10/19/1994 under permit #P21849 for a handicap ramp. Open permit(s) requiring final Inspection and/or certifications: Building Permit #43360 issued on 12/31/2018 for an electric service. IMPORTANT NOTICE ABOUT SEARCH INFORMATION HERON DATATRACE INFORMATION SERVICES,LLC DISCLAIMS ANY AND ALL LIABILITY TO ANY PERSON OR ENTITY FOR THE PROPER PE~RFORVANCE OF SERVICES RELECTINO THE CONDITION OF TITLE TO REAL PROPERTY.THIS SEARCH WAS COMPILED FROM PUBLIC RECORDS MADE AVAILABLE FROM VARIOUS COUNTY AND MUNICIPAL OFFICES,A�NO6E S AND DEPARTMENTS,THE SERVICES ARE PROVIDED AS IS"WITHOUT WA�'NTY OF ANY KIND„EITHER EXPRESS OR IMPLIED,INCLUDINIS WITHOUT LIMNTATION ANY WARRANTIESOF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE,OR WARRANTIES BASED ON COURSE OF DEALMO OR USA6E IN TRADE OR ERRORS OR OMISSIONS RESULTING FROM NE:I LNOFIVICE,MIS INI3E)CINO.MIS-POSTING OR ITEMS THAT ARE AFTER'THE EFFECTIVE DATE OF THE SEARCH.THIS$9 NOT AN INSURED SERVICE.THIS DISCLAIMER SUPERSEDES ALL PRIOR AND CONTEMPORANEOUS UNDERSTANDING&THE SERVICES ARE EXCLUSIVELY FOR DATATRACE CLIIDIT AND NOT FOR THE BENEFIT OF ANY THIRD PARTIES FORK NO. d TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CIMIFICA" OF OCCUPANCY No z-2329s Date, +OCTOBRR -194 3194 THIS CERTIFIES that the bxildip l". -, I'TXI Location of ;tilt 0 House No. legit County Tax Nap No. 1000 Section , ,E, ,S Olock of . 9.1. Subdivision .. Filed Nap No. Lot No., conforms substantially to the Application for Building permit heretofore filed in this office dated IR. T 1'"3 rsuant to which Building Permit No. 21842-E dated p1gaM 2Q � 199 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is: issued is WMICAP RAW MWITION,n BT T XL 0081=60901MIJIG The certificate is issued to _ -__ P.= (owners) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVOk4B/R UNDERWRITERS CERTIFICATE NO. 1i/A PLUMBERS CERTIFICATION DATEDB' A _. e- "144 Rev. 1/81 r �r TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY u . BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES YVIIH ONE. - . OF APP13 D PLANS AND S FCI 19 TI0 S UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43360 Date: 12/31/2018 Permission is hereby granted to.: Jerneap SD I LLC 360 Madison Ave Ste 1902 New York,.NY 10017 To: electric service At premises located at: 46770 CR 48 Southold SCTIVI#473889 Sec/Block/Lot#55.-5 9.1 Pursuant to application dated 12/31/2018 , and approved by the Building Inspector. To expire on 7/1/2020. Fees: ELECTRIC $85.00 Total: $85.00 B " ing Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502,!Itt si.//vw%y. oLitlioldtoADp . ov Date Received APPLICATION IL I For Office Use Only PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:MARCH 31, 2022 OWNERS OF PROPERTY: Name:46770 ROUTE 48 LLC scTM # Zoo0-55-5-9.1 Project Address:46770 ROUTE 48, SOUTHOLD Phone#:609-937-9801 1 Email:JOE@PECONICWATERSPORTS.COM MailingAddress:127 STERLING AVENUE, GREENPORT, NY 11944 CONTACT PERSON: Name:MARTIN D. FINNEGAN, ESQ. Mailing Address:PO BOX 1452, MATTITUCK, NY 11952 Phone#:631-315-6070 Email:MFINNEGAN@NORTH FORK-LEGAL.COM DESIGN PROFESSIONAL INFORMATION: Name: ROBERT STROMSKI P.A. Mailing Address:PO BOX 1254, JAMESPORT, NY 11947 Phone#:631-779-2832 Email:ROBERT@STROMSKIARCHITECTURE.COM CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION WNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? RYes ONO Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:COMMERCIAL OFFICE Intended use of property:BOAT SALES/SERVICEANDSTORAGE PER 28o-48(B)(+2) Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to B - GENERAL BUSINESS this property? ❑Yes 19 No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. 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,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(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name).:MAR F I N N EGAN Authorized Agent Downer Signature of Applicant: Date: 03/31/2022 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK MARTIN D. F I N N EGAN being duly sworn,deposes and says that(s)he 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/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 31 day of MARCH �2022 Notary Public SCI IWEIT' ER AIwINALISE PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC-STATE OF NEW PORK N0 (Where the applicant Is not the owner) CUIWFIED IN INSU FOLK COUNTY MY COMMION EXPIRES SEP", , I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Building Delpartment Agplieation AUTHO ATION (Where the Applicant is not the Owner) mm ,� I esiding t t 4 (Print'property owner's name) (Mailing Add do hereby authorize ""► (Agent) 14� 1 to apply on my behalf to the Southold Building Department. (Own ignature) (Date") (Prin Owner's Name) jo ur PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631)765=4330 Fax: (631)765-4643 Betsy Perkins Paralegal Julia Spanburgh .Jidia Schade May 3, 2021 Zoning Board of Appeals Town of Southold P.O.Box 1179 Southold, NY 11971 By email only RE: Special-Exception JEMCAP Gas Station with accessory convenience store &Accessory Apartments and applicable Variances Dear Kim: With reference to the above, on behalf of the applicant please let this letter serve as a request to withdraw the above applications. The applicant has.decided not to continue with the applications at this time. Please refund any unused application fees and SEQRA review fees. Please have the refund made payable to Patricia C. Moore, as attorney. If you have any questions; please do not hesitate to call. Very truly yours, ria. C. Moore Pcm ff ce Locatio � , .1. Add e Town Annex/First Floor,Capital One Bank 53095 Main Road 54375 Main Road(at Youngs Avenue) P.O.Box 1179 Southold,NY 11971 Southold,NY 11971-0959 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOU HQLD Tel. (631)765-1809 Fax(631)765-9064 COVER SHEET WITH ZBA FILE STATUS OF FILE ZBA# r Name : �EM CA S b LLCM Tax Map#: ��'� � Location : 14(o7Z0 OLL4% SCJU11-t OL o [ ] Refund issued : CANNOT activate or reactivate file (Applicant has withdrawn application). [ ] NO REFUND DUE, based on time spent for Town to process application and hearings. [ ] Obsolete & expired; CANNOT reactivate this file: NEW APPLICATION CESSARY: Extensive time has passed; Zoning Code changes are now in effect and this application expired. NOTE: Applicant may apply for a new application with Building Inspector for a new Notice of Disapproval and submit NEW application with all documents and current maps to ZBA, or modify plan to conform to the current code. This Town file based on applicant's previous year requests has expired. [ ] No forms to be scanned; FILE # VOID: APPLICATION RETURNED. (All forms were returned to applicant early in process, as requested by applicant.) --------------- t I� Ay CHECK BOXES AS COMPLETED ( )Tape this form to outside of file ( ).Pull k file boxes for priors co 0 CL Oa 0 a o P 0 a a ' • OAssign next number on list; �^- 3 outside of file folder ( ) Date stamp entire original < " file number m -„ -o cn cn -0 00 -N � 0 � 0 -' � o 0) 0 ' ( ) Hole punch entire original 2 �, X 0 C N G) (before-sending to T.C.) .� c� 0 n -a I Create new index card 3 °' z T' - o ; ( ) Print contact info & tape to- o ;u o 0 0 ( ) Prepare transmittal to Towi @ Q n ( ) Send original application w� 3 w � 0 0 0 to Town Clerk 0 Note inside file folder w/pri and tape to inside of folder N �- j ( ) Copy County Tax Map; highl 0 r neighbors and AG lots -�'• Make 7 copies and put with- ( .) Do mailing label 0 y m Cn m w �i 5 I U C " *07D CA (19 ' � j fKS 0A bqjlldlfs sae- , .. P4 s � ..,. c w.. "q• «, °, .. . w .� .i Xx � # Air ��i . Off_ice L�,cation. ,�1 'S0 Mailing. dross: Town Annex/First Floor,Capital One Bank 53095 Main Road 54375 Main Road(at Youngs Avenue) P.O. Box 1179 Southold,NY 11971 � Southold,NY 11971-0959 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTOLD Tel.(631)765-1809 Fax(631)765-9064 COVER SHEET WITH ZBA FILE STATUS OF FILE ZBA# Name : T[FjlG/y ,S'b/ L-L-G Tax Map#: Jr 5— Location : 4-G.7 70 G4 1f$ S � [ ] Refund issued : CANNOT activate or reactivate file (Applicant has withdrawn application). [ ] NO REFUND DUE, based on time spent for Town to process application and hearings. JC`IESSARY: Obsolete & expired; CANNOT reactivate this file: NEW APPLICATION Extensive time has passed; Zoning Code changes are now in effect and this application expired. NOTE: Applicant may apply for a new application with Building Inspector for a new Notice of Disapproval and submit NEW application with all documents and current maps.to ZBA, or modify plan to conform to the current code. This Town file based on applicant's previous year requests has expired. [ ] No forms to be scanned; FILE # VOID: APPLICATION RETURNED. (All forms were returned to applicant early in process, as requested by applicant.) �c I- y� � ` •11l q -------------------- N I• M PATRICIA C. MOORE :Board VED Attorney at Law 202151020 Main Road Southold,New York 11971ZonoPAppea(s Tel: (631)765-4330 Fax: (631)765-4643 Betsy Perkins Paralegal Julia Spanburgh Julia Schade May 3, 2021 Zoning Board of Appeals Town of Southold P.O.Box 1179 Southold, NY 11971 By email only RE: Special Exception JEMCAP Gas Station with accessory convenience store &Accessory Apartments and applicable Variances Dear Kim: With reference to the above, on behalf of the applicant please let this letter serve as a request to withdraw the above applications. The applicant has decided not to continue with the applications at this time. Please refund any unused application fees and SEQRA review fees. Please have the refund made payable to Patricia C. Moore, as attorney. If you have any questions, please do not hesitate to call. Very truly yours, cia. C. Moore Pcm y CHECK BOXES AS COMPLETED this form to outside of file ( ).'Pull ZBA copy of ND ( )-Check file boxes for priors fl U ( )Assign next number on list, ro a 1 CL outside of file folder ' `� 0 N . . ( ) Date stamp entire original c file number ( )-Hole punch entire oigt"nal W X C � � V „ (before sending to T.C.) Z -C 0 0 _° C3 ( ?,Create new index card 0 th C � 3 J& c 0 � � ( }Print contact info & tape V p© A I ( ) Prepare transmittal•to Tom CL °D 4 n B F ( ) Send original aPPlicationv j n to Town Clerk ; ( ) Note inside file folder W/A W and tape to inside of f6ld6 ' ( )•Copy County Tax Ma"p-; hig o neighbors and AG lots 3 )-Make 7 copies and put wii ! ( ) Do mailing label 0 131) 7 S7 31 NO A-67 Jp— P f F, rr �➢ 31 oatev�t�CUdt�^�Y"�re�JIwce��sNONlrtoxHtere�rsu�trerpr-..fit r � .�+�� ,,,,, ' «�*.�+.+ (VAN rrar talcs M+wl.i�:s t kw ti'atsasaug �wts 1143 Uttast"UCUt,aatUstaaY ia&0wLr. yp N M f U.KLIL3.. . 4 t X.T,C P,206 , ftS tMf�tp 'l .foadsa the t � day of .aa&aadrnrr�handred and sixty—o ix wwa ROtD 8. "MSXLL and OLADYS M. TUTHILL, his Afo, both residing at Southold, Suffo'lle Bounty, tows York, rr y RR fir/ party of tht"first part and WILLIAM B. 014 Tft I< rati raslding At Southold, Suffo Gouts y1 oy York, A party of the"coed P" � taV"ITNI Mutt tlz� . ",of e firaf w�ld�dcm of Ten Dollars and �lttrr valuable �rasw I d�bt t S rp�,ot the wnr�034 does It I and mJ unto the panty of�the Warwd p�t t h la di aootaasa t and a iWs o1 the party o e soaand part foftvtr, ALLflat i , "" or of land a4homk ad authola a tho o d Southold, Clouts y of Surf Olk)'6JidL;$tt(Vo of tow York, boundod and dosoribod an followa t- ?: GIf T�fi gint, on- the oumod oouthoply lino of Middlo Road ' At tho no hoahtor y 6arzor of land Of 00orgo Braun and tho north- arostorloorria ; ofrrlptd of tho party of the first part; fro said 2 o1nt�bf" h6ginhilok �iraS oantorly along said southorly lino of � i W ' !*ididle Road On o, ourrlra to tho loft having a radius or 2325.01 foot, a disttLh6o of 106-29 foot; thonoo along, land of tho party of tho first � part, South 8 do roos 57 minutes 30 s000nds East, a distanoo of 174-10 foot tt6�� nCof uooi th6noo along said land of Suooi, South gl dogroos 16 trainutos $o3,h000aado Writ, a distanoo of lflo.il foot to said land of .. Srabn I t6anora a»lohg said land of 'Braun, "Worth 8 doSroos 57 eninutoo o sootrisdo Warst, a distaanoo of 137. 9 foot to tho point of bogiraning. r SUSMOT tolho roitriotion that thorn, shall bo no sa,lo of alo,ohrallo bovoragoo.ohj�odid, rd isoa. " rJ t TOGETHER Witb'blltrlght, title and lntek0t, it any.Of the 0aiq of the first part W and to any streets' Ind roads abutting the above described praril ca to the center lines thereof,, TOGETHER volth the r urtenaatees And all the estate arad lights of the party of the first part tat and' to said premit"'. HAVE AND TO HOLD the prem,tateat heet9n pprantcd watt,the party of the second pairs. the heist or successors and a IS=of the"wx of the aecamd l.7d fonertr, t AND But party of the fired Vast+CG"uotanta that the party of the first put has not done at sufftred any- thing whereby the said p have ts artisea ve be euombered In my way whatever.except as afoe td. AND the party of the first�tsa�.ls,aSbin�lltlace with Section ld of the Palen Law.covenants that the paarty of the first put v ill t"vd the conaldc4d6aa for this conveyance and will hold the right to racelve suds y consideralion as a trust fund to be applied ;first for the purpose of paying the tot of the Improvement and will a ly the same first to the payam"t oftthe colt of tlas Improvement before using aaay part of the toldof the mane for rbaa�r pou��y, 'tire rd wvo "party" shali., eaatieuta� rls"li It read "partlrs" wvltettawer the seawsc oI t9tla lnjetttwraw;act oM i aegwtirex„ IN 4Mt"l"Ni3S WHBIIHOP, the party tat the first part hasd exnxuted this ties day and year brat Itaeva tar WITNESS lff raes M or: L S.)y or�d."d u Wtul& M. F` b ; n S...Jl J NY!T tl F.-1001•1,61.rOal-Eu,,;n and S,M Oral..vh Cam.. qd.0 Gurw1 Aau-Iadd.0 a Ce,pou,iw(tm,4 Shm) P�.. CONSULT YOUR tAMIT�R BOOtl SIGNING THIS INSTAt"I—THIS INSTRUMENT SHOULD W US[ta 11T U1lAlVSat ONLY. r� use 5967 PACE 50 uY 11-2062 THLSINDFN LgMmade the 7leday of May ,nineteen hundred pad sixty-Six BETWM }{ARpLD E. TlfTf[ILL and GLADYS 11. TU'gIiILL, hie wif o, both j residing at Southold, Suffolk county, flow Yorks f`, �s 1 5 a SMITH he first nand .1►ILLIAM B. party oft W , Ilow York, Suffolk Count - residing at Southold, 9 r.0 party of the second part, varNLSSEM,thAt the party of the first rt,in consideration of Ten Dollars and other valuable consideration hereby grant.and release with the party of the second part,the heirs laid by the pluty of the second part„does of ssmcserssors and asOSOI of the party of the second�loreva, .that certain plot,piece or parcel of I&I situate, 1yinr*ndbefng at Southold, in Suffolk �} e and State of Now York, bounded and described as followst- rdla� i BEGINiflklG at a point on the curved southerly lino of Middle Road, 106.29 foot easterly along said southerly line from the northoaStOr'ly corner of land of Goorge Braun, said point of begirtning being the y northeasterly cornor of land heretofore ar oonvalod by Harold R. Tot'hill I ��. and Gladys M., Tuthill, his wife, to William B. Smith by hoed dated February 26,, 1966 and r000rded in the Suffolk County Clark'a Of"floo in Libor 5919 of Deems at pagoa 1,37; from said point of beginning run— ning along said southerly lino of ftiddlo Road on a curve to the loft having a radius of 2325.01 foots a distance of 3.08 food thonce aloe � lard of tho party of the first port, South 8 degrees 57 minutes 30 seconds Bast, a distanoo of 194.35 foot to land of uncoil thence along �r said land of Flucci, South 81 dogroos 16 roinutos 50 eocomde Host, a distance or 50.o root; thonco along said land heretofore convoyed by ltaroid S. Tuthill and wife to "fi'llialn f1. Smith, North b degrees 57 minutos 30 seconds 'post, a distanoo of 174-10 foot to t'ho point of .0ti beginning*. � !� a SUBJICT to tlio restriction that there shall be no sale of alcoholic � r 4i r bovoragos on said promisoo. ,�, j .4 1 �h TOGETHER with all right,title and interest,if aany,of Ibe party of the first part in and to any stre<xs and k � O Malls abutting the alluve described premises to the center lines lhcreult TO GE CHER with the attrtenances scrip aft the rstalr slid rights of the early of tllr first n in and to fd remises; T k1A PIA ND TO 110twD the 1lrcnttiscs herein granted unla the party of Ott setond part,tote stirs or successor,said ra igCts of the party Of the socond hart forever. it r AND the party of If1r Brat In cawerlalris that the pztrtlr of the first pan has not Mona or suffercV anything t+iterrtty t11r said lrnufses have freest encumlaercd io any way whatever,cxMt as:aforesaid. AND Or laity ul the first pail, In compliance with Smion ld of the Lie,,LAW.0ovenants that the party of I% the first part a,fll rmeivc tire constdention for this ronveyantr and 11111 hold the right to receive such consid• rr d"as a trust fund to be applied arst for the purpose of paying the cost of the improvement and will apply V d % the same first to the fat OI 411 the cost of the improvrmtot before using any part of the total of the same for any ether purpose, The word"party" shall be construed as if it read "parties" whenever the sense of this indenture to requires. IN WITNESS WHEREOF,the party of the first lnrt has duly executed this deed the day and year first above written, ; IN PRESENCE.OF: tr k arold E. IL.S.� o/ Gl&dys P . utr dt 1 SUS WCORDS MORDMG V Twe of Ins t: ONCLARMON PAxxwded: 01/22/2016 Number of Pages: 9 At: 12:33:15 PH Receipt Number : 26-0010420 LIMM: D00012849 687 District: Section: 81 Lot: 1000 055.00 03.00 007.000 MANXIM M COARM +6 Received tha following ftes ftr Move ZX=Wt xxmwt page/piling $45.00 NO sawaing $20.00 so COS $5.00 N0 HIS Sam $15.00 so -sea $0.00 NO potation $0.00 so t.Copie s $5.85 no $600.00 no Tees Paid $690.85 I9 pA08 19 A PART 08 TIM I`9$'f ' 'I IS I8 MT A arm I "8 A. PASCUA County Clsct, Suffolk County 1 2 REOMED 9 Number dpagK 2016 Jan 22 121 33r 15 PH JLDITH R. PASCALE f1.EW OF OUM This document will be public 5> FOLK L Dim01294912849 record.Please remove all P 697 Social Security Numbers prior to recording. Deed/Mortgage Imuuman Deed/Mortgage Tax Stamp Recording/RWq Slumps 3_ FEES Page I Firing Fee IMon a Amt I.Basic Tax fbndring 2. Addlttotal Tax TP,584 Sub Tmal SpeclAsdL Cbtadon —. or EA-52 17(County) SubTotal 0� Spec./Add. EA-5217 fs" TOT.MTG.TAX R l'LS.A. Dual Town Dual County — -�- .�. Held for AppMMejnt m.Comof Ed. S• TranskrTax Manslon Tax The properly covered by M mortgage is or vM be improved by a are or two NYS r IS. 00 Sub Total _ famllydwellingoniy. YES or NO C1ttxY a � Grand Total 1 .�S If it%see appropriate ux chuse on page F d this IrdburmL 4 Dist 10 309230S i S CommumtyPresmation Fund RealProperty f l C.onaidemtion Amount S Tax Service Agency CPF Tax Due S Vedocatlon fit Wwoved 6 Sa ACCRD tilt craw anSp ess 6 RETURN M VKAM Land Eascks,Hefter&Angel,LLP TD 109 East Main Strut To P.O.Box 279 Riverhead.NY 11901 TD Matl to ludldr A.Pascale,Suffolk county Cleric 7 Title Company Information 310 Center Drive, Rverhead, NY 11901 Ca Name Advwtap Title Agency, wwwaufiollecountynY9ov/clerk Tide It REC-17573 B Suffolk County RecordingEndorsement Page This page forms part of the attached Declaration of Termination of Restrictive Covenant made by: (S IGM TYPE Of 167RUNItM TDe prernim herein Is*uated in Ins. SUFFOIX COUNTY.NEW VM TO In the TOWN of In dwNLLAGE or HAMLET of BOXES 67M 6 MUST BE TYPED OR PRIMED IN RACK INKONLY PRIOR TO RECORDING OR RLlrtG. i P T R A Tax Maps Add of Block Lot sebom Di et m 1000 05500 0500 007000 SOUTHOLD 1000 05500 0500 0=1 SOUTHOLD 1000 05500 0500 010000 SOUTHOLD 1 . ORIGINAL oWujunomOI UR A OI`OF MaMCMVE COVENANT THIS Declaration of Termination of Restrictive Covenant made this Wh day of January, 2016,by Jemcap SD I LLC,with offices at 360 Madison Avenue,Suite 1901,New York,NY 10017(hereinafter"Jenncef),Therm J. McCarthy,with an address et 4652o County Road 48, Southold,NY 11971 . after"M hy")and Southold Medical Acts Building,Inc.,with an address at 46850 County Road 48,Southold,NY 11971 (hereinefter"Southold Medical"), hereinafter collectively referred to as the"Declarants." WHEREAS,Jemcap owns a parcel of real property on the southerly side of County Road 48 in Southold,New York, which parcel is shown on the Suffolk County Tax Map as parcel 1000-0SS.00-05.00.009.001,and is more particularly described upon Schedule A annexed hereto (hereinafter referred to as"Parcel 9.1");and - WHEREAS,Jemcap acquired Parcel 9.1 from 46770 County Road 48 LLC by deed dated August 25,2014,recorded in the Suffolk County Clerk's office on October 15,2014 in Liber 12M ep. 121;and WHEREAS,McCarthy owns a parcel of real property on the southerly side of County Road 48 in Southold,New York,which parcel is shown on the Suffolk County Tax Map as parcel 1000-055.00605.O .000,and is more particularly described upon Schedule B annexed hereto(hereinafter referred to as"Parcel T);and WHEREAS,McCarthy xquired Parcel 7 from Frances Radntan,Referee,by deed dated June 28, 1995,recorded in the Suflblk County Clerk's office on July 28, 1995 in Liber 11734 ep. 586;and WHEREAS,Southold Medical owns a parcel of real property on the southerly side of ti County Road 48 in Southold,New York,which parcel is shown an the Suffolk County Tax Map i . ' •y k as parcel I MM5.00-05.00-010.000.and is more particularly described upon Schedule C annexed hereto(hereinafter referred to as"Parcel 10');and WHEREAS, Southold Medical acquired Parcel 10 from ONR,LLC,by deed dated September 28,2006,recorded in the Suffolk County Clerk's office on October 5,2006 in Libor 12472 op.625;and WHEREAS,the chalet of title for Parcels 9.1,7 and 10 contain a restrictive covenant which,in substance,provides that there shall be no sale or advertising of alcoholic bcYcrages on the premises(hereinafter referred to as the"alcoholic beverage prohibition');and WHEREAS,the alcoholic beverage prohibition contained in the chain of title for Parcel 9.1 appears in deeds recorded in the Suffolk County Clerk's office in Liber 5%7 cp.50 and 5919 cp. 138,and the language used in said deeds is: "Subject to the restriction that there shall be no sale of alcoholic beverages t� on said premises;and WHEREAS,the alcoholic beverage prohibition contained in the chain of title for Parcel 7 appears in the following deeds in the Suffolk County Cleric's office with the following language: 1. Deed Libor 3638 op.206: "Subject to the covenant and restriction that there shall be no sale of alcoholic or intoxicating beverages on said premises,and that there shall be no advertising of such beverages on said premises;" 2. Deed Libor 3821 cp. I I5: "Subject to the covenant and restriction that there shall be no sale of alcoholic or intoxicating bevenWs on said premises,and that there shall be no advertising of such beverages on said premises;" 3. Deed Libor 3821 cp. 118: "Subject to the covenant and restriction that there shall be no sale of alcoholic or intoxicating beverages on said premises.and that there shall be no advertising of such beverages on said pmadW and 4. Deed Liber 5899 cp. 155: "Subject to the covenants and restrictions that there shall be no some ofalcoholic or'Intoxicating bam ges on said prernises,and that there shall be no advertising of such beverages on said prem` r 2 b • a WHEREAS,the alcoholic beverage prohibition contained in the chains of tide for Parcel 10 appears in a deed recorded in the Suffolk County Clerk's office in Liber 6289 ep. 506,and the language used in said deed is: "Subject to the covenant and restriction that the premises shall not be used for the advertisement or sale of alcoholic beverages.'and WHEREAS,although the alcoholic beverage prohibition appears in the chains of titre for Parcels 9.1,7 and 10,none of the deeds to the Declarants from their immediate grantors contains the alcoholic beverage prohibition;and WHEREAS,the alcoholic beverage prohibition in the chains of title to Parcels 9.1,7 and 10 constituted a personal covamt for the grantors who placed than in the aforesaid deeds;and WHEREAS,the alcoholic beverage prohibition is of no actual and substantial benefit to any of the premises referred to in this Declaration;and WHEREAS,there have been changed circurns=ces since the alcoholic beverage rage prohibition was placed in the deeds in the chains of tide;and WHEREAS,the Declarzints seek to cancel and remove the alcoholic beverage prohibition contained in their chains of title and release each other from any rights that any of the Declarants may have to enforce such alcoholic beverage prohibition. NOW,THEREFORE,in consideration of the foregoing: 1. Declarants,as the owners of Parcels 9.1,7 and 10 and as successors to the grantors in their chains of title,herewith terminate the alcoholic beverage prohibition contained in the chains of title to their properties and as set forth above; Declarants herewith expressly tenninate the alcoholic braMe prohibition contained in the following deeds6 all of which are filed in the Suffolk County Clerk's office: a. Liter 5967 cp. 50; 3 ti b. Libor 5919 cp. 138; c. Libor 3638 cp.206; d. Liber 3921 cp. 115; e. Liber 3921 cp. 118 * f. Libor 5998 cp. 1 S% g. Libor 6289 cp. 506. 2. The termination of the alcoholic beverage prohibition in the aforesaid deeds shall be deemed effective as of the date of filing of this Declaration of Termination of Restrictive Covenant. 3. Declarants release and waive any rights that they may have to enforce the aforesaid alcoholic beverage prohibition and the aforesaid covenants and restrictions. 4. This Declaration of Termination of Restrictive Covenant shall run with the tend and be binding on Declarants,their grantees,successors and assigns. S. This Declaration of Termination of Restrictive Covenant may be executed in counterImt IN WITNESS WHEREOF,Declarants have caused this instrwnent to be duly executed the day and year first above written. f) By: 9PAdIJy J. MCM7 Southold M BuMMS0 I By: t shelfen 4 N. • • NN � m • • STATE OF NEW YORK) ) ss.: COUNTY OF SUFFOLK) {10 On before me,the undersigned,ned,a Notary Public in and for said State,personally ap r on behalf of Jemcap SD l LLC,personally 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 some in his/her capacity,and that by hiAer signature on the instnnnent, he/she executed the instrument. ka, -d Notary Public DWI O-qu STATE OF NEW YORK} Jun +tr COUNTOF SUFFOLK) ., . . On q LA 2015,before me,the undersigned,a tblic in and for said State,personally appeared Thomas J.McCarthy,personally 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 executed the sane in his capacity,and that by his signature on the instrument,he executed rn nee; N Notary Public sectary Public State NwYark NO.of �a�Ise , STATE OF NEW YORK) ss.. COUNTY OF SUFFOLK) On D iw T ,2015,before ate,the eigned,a Notary Public in and for said State,personally appeared " on behalf of Southold. Medical,arts Building,Inc.,personally 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 capacity,and that by his/her signature on the instrument,he/she executed the instrument. Notary Public a a 5 t K ERSIDE ABSTRACLLLC . n Apo ter 'nit owwrmors tAmpay 1ttk1a.:1tANY-16M All dmi a min plot.ph=or penal orhnd t;ilnaV,btB snd being a tie Town ofSoulkK Coodty of Saffoik.SwtC of New Yost boustded and doudbcd es follows: t HHOINNINO at o poiAt on Ika aanrod,sov*Wy goofMiddle good of thindlWastarly corner of Ind raw or(bm wly of Um die o asttmly comer ofthe pcanises herein dcmiW from mild putt of 'ng; RUNNING easlaily slang sold omit Ibte ofMWdle Road on o curve to the kh having a radius of23.2S.01 ram.a d(st m of 16017 fact to land now or tcumerly of thine; RUNNING THMCE sing MW land now or tismtaiy of tkW=and along bead now or G6 uedy ofBueel,Bomb 3 deg=S7 mhn ties 311.memo a lam,o distance of 27"5 feet to latbl t Jlow of triy of Qreon; i 'nIM CRslang sold taro!South Il d 16 rnhwics SO w=6 Waal.a dblaaoa or 1SOM 69 to said fond naw W rotmerly ornmm; 'MENCB aloog maid land North 08 dellpecs S7 mkules 30=a West.a distaw OM9 09 fact m 1he paint ur phut;or GINNM. To be confirmed upon ravip!of:a Gasrantced Sump Note:A44orA Rlock A Iat drown for fnformatimud ptnptwesonly rJakroal ns IrAvAd 10110.8ecdtm SS plonk S.Lot 9.1 Suirndk Couayr aril also known as 46770 County Road 48. l Mide a A LX%d = Naga 1 Of 1 SCHMME r. � it I/N10 tt� I "drg"a+rn Ica, e� 11+ aCWMLB a 11"111101141111011 to Norlll "t flagella' Ism va.mmste oil I cOfum a %wS POLICY "& that certain Piet, pteoa or parcel of land. altaate. Iris* and being in the Tom of SwUmld. Casty of frftolk and State of Ita1 Yorin. eoagded bead tftwrt0ad ins feilera: t►a"011tt at a point on the ssatjortr Vk% at ttwtnttlts Food. "al." toot esslarlr +shoo woomod alone The 0010 ovelkarttr at#* at ttl tilts Pogo# !wane tee onuora easterly sad of %%*oarrwe voub voommots, Rho mostly aids of luddta with Mo easterly Wo of im.tlaasd hwomme ft mmp &Vona"I Wxwvm IMMM Igoe sold Pont of etglnntn* and slam the s"Llorty aids of Mlddte head the lat►owne two courses *no Otstassaos III Mc th ILI degrees at otr�atea gt os Mast 101•et foot: tat eaale(Ctr oltmq tbe ore of a oaave tooting to the talc, baying a sa1ll*e of 132'i.41 tortp a distance*long said aarve of 101.1y tall VNNO South a dapraaa 61 h*tsrtes 10 saf out olalp tarA'am or tormorLy of P•11•10. eateppaurtiss to the load nov of formerly of Lo Jorge. 1=O.tt tat$ " s lead now or farowly of 1A Mona the falloutao tso all avaraes and tltet t Its South 1! degrees 111 migooteo 16 soconft want, lgt-as deed f11 ttsrlh to degrees no Ojmtas 10 aseemb that, its loot to the oaothorlr side of !fiddle NW4 at the palm or plwna of maigumm. FOR OOMVRmexi 6 CNLV. IYa*rther rlth all right. Mie, sad interest at. In IF 3WMtM To CatMAmImosand to any ottrele and roads oWtttar the above Ideserlhod prasfsss. to the oeatsr time lMesef. l • W w f • 4 t B Me No MHO gas "IDU C ti t ceftin, a lor+ l of land,situate,Mn9 and being In the Town of.emu do County of SuM and State of New York bounded and descAbed as fcM : BEMUNING at a conmets monunwrit on the curved soutImly line of North lh ) ' (C-IL 49),at the corm of Mmd,riow at ftwerly of VAmm and Me northwesberly conw of Ow lumbes twafn dmilbad and frown said point of Inning: RUNt KING In a nortlsi direMMSato dy line of North Mwd (Middle )(CJL 48)on a Burn to the left hrAnq a,rodiusef 2#32L91 feed,a distance of 109.32 feet to a concrete vionurnent and land now or ftwerly of ra: RUNNING IHMM along said land now or ftmwly of Siontora South 08 ftreem 57 Minuto 30 seconds East a 410bove of 238.92 f®at to a comsete monment and land now or famWir at l NINS IHMM siong said land of Qulnn South 61 degress 16 minutes 50 seconds West a w dMence of 100AO feet to a amaeW monument and WW now or rommdy of stooge; RUMMING IM along sad of Ind now ow t the r �of N North 08 P mgtut�es 30 sou We of Raft fted(altd ) (C.R.48) at the point or place of BEG IMM C STATE OF NEW YORK DEPARTMENT OF STATE KATHY HOCHUL ONE COMMERCE PLAZA GOVERNOR 99 WASHINGTON AVENUE ALBANY,.NY 12231-0001 WWW.DOS.NY.GOV ROSSANA ROSADO SECRETARY OF STATE Filer: COLBY ATTORNEYS SERVICE CO.,INC. I II WASHINGTON AVENUE, SUITE 703 ALBANY,NY, 12210, USA Your document has been filed by the Department of State. We have attached the official filing receipt and related document(s)for the following entity: DOS ID: 6305304 Entity Name: 46770 ROUTE 48 LLC Statement Due Date: 10/31/2023 . Retain this letter and attachment(s)for your records.The Department of State does not mail additional copies of the filing receipt or related attachment(s). Limited Liability Companies are required to file a Biennial Statement with the Department of State.To receive an email notice when the Biennial Statement is due,provide an email address at the Department of State's Email Address Submission/Update Service.https://filing.dos.ny.gov/eBiennialWebt You may obtain a Federal Employer Identification Number(EIN)from the Internal Revenue Service(IRS).You must obtain an EIN to identify your business to the IRS and the New York State Department of Taxation and Finance.Visit https://www.irs.gov,for more information. Report your EIN by phone to the Department of Taxation and Finance at 518-485-6027,Monday through Friday between 8,30 a.m.and 4:30 p.m. Contact Information . Department of State:Email the Division of Corporations at corporations®dos.ny.gov. . Department of Taxation and Finance:Visit https://www.tax.ny.gov/help/contact for self-help options and telephone numbers. Zjl�E�Iv�rORK Department $' 71tot 0I of State NEW YORK STATE DEPARTMENT OF STATE DIVISION OF CORPORATIONS,STATE RECORDS AND UNIFORM COMMERCIAL CODE lM NG RECEIPT ENTITY NAME: 46770 ROUTE 48 LLC DOCUMENT TYPE : ARTICLES OF ORGANIZATION ENTITY TYPE: DOMESTIC LIMITED LIABILITY COMPANY pF w DOS ID : 6305304 , FILE DATE : 10/15/2021 *� FILE NUMBER: 211018001086 TRANSACTION NUMBER: 202110150001564-281896 EXISTENCE DATE: 10/15/2021 DURATION/DISSOLUTION : PERPETUAL COUNTY : SUFFOLIC 0*0 ZNT �1*00°0 `aM•.0•�.!NM SERVICE OF PROCESS ADDRESS: THE LLC P.O.BOX 88, GREENPORT,NY, 11944,USA FILER; COLBY ATTORNEYS SERVICE CO.,INC. 1 I 1 WASHINGTON AVENUE,,SUITE 703 ALBANY,NY, 12210,USA SERVICE COMPANY: COLBY ATTORNEYS SERVICE CO.,INC. SERVICE COMPANY ACCOUNT: 08 You may verfry this document online at: htP MI co ,dos.nygov AUTHENTICATION NUMBER: 100000501875 TOTAL FEES: $235.00 TOTAL PAYMENTS RECEIVED: $235.00 FILING FEE: $200.00 CASH: $0.00 CERTIFICATE OF STATUS: $0.00 CHECK/MONEY ORDER $0.00 CERTIFIED COPY: $10.00 CREDIT CARD: $0.00 COPY REQUEST: $0.00 DRAWDOWN ACCOUNT: $235.00 EXPEDITED HANDLING: $25.00 REFUND DUE: $0.00 STATE OF NEW YORK DEPARTMENTSTATE I hereby certify that the annexed copy for 46770 ROUTE 48 LLC, File Number 211018001086 has been compared with the original document in the custody of the Secretary of State and that the same is true copy of said original. WITNESS my hand and official seal of the . •0...••., Department of State, at the City of Albany, on October 18, 2021. . c . O Brendan C. Hughes "* • 00 Executive Deputy Secretary of State Authentication Nnmbec 100000501876 To Verify the authenticity of this document you may access the Division of Corporation's Document Authentication Website at blip, MAQZX�= r Vu" u8 ARTICLES OF ORGANIZATION OF 46770 Route 48 LLC Under Section 203 of the Limited Liability Company Law FIRST. The name of the limited liability company is: 46770 Route 48 LLC SECOND: The county within this state In which the office of the limited liability company is to be located is: Suffolk THIRD: The Secretary of State is designated as agent of the limited liability company upon whom process against It may be served. The post office address within or without this state to which the Secretary of State shall mail a copy of any process against the limited liability company served upon him or her Is: P.O. Box 88 Greenport, NY 11944 FOURTH: The limited liability company is to be managed by: CX'-j One or more members A class or classes of members Q One or more managers A class or classes of managers FIFTH: The latest date on which the limited liability company is to dissolve is: NA IN WITNESS WHEREOF,this certificate has been subscribed October 15,2021 by the undersigned who affirms that the statements made herein are true under the penalties of perjury. l/�4,8�e Vera B. Ray Organizer Filed with the NYS Department of State on 10/15/2021 Filing Number:211018001096 DOS ID:6305304 4 7 ARTICLES OF ORGANIZATION OF 46770 Route 48 LLC Under Section 203 of the Limited Liability Company Law Filed By: Colby Attorneys Service Co., Inc. 111 Washingbn Avenue, Suite 703 Albany, NY 12210 MMMkL AOL =0 Lj ROMNE SAME DAY mRA. 'W1L)"WN 24 HOUR 2 HOUR CIA t.6-a O r re Filed with the NYS Department of State on 10/15/2021 Filing Nrunber:211018001086 DOS ID:6305304 OPERATING AGREEMENT OF 46770 ROUTE 48 LLC This Operating Agreement(this"Agreement")of 46770 ROUTE 48 LLC, a New York limited liability company(the"Company"), is adopted and entered into by Joseph Flotteron, (the "Member"or"Members",which term shall include such other persons who shall become members of the Company in accordance with the terms of this Agreement and the Act) and the Company pursuant to and in accordance with the Limited Liability Company Law of the State of New York, as amended from time to time (the"Act"). Terms used in this Agreement which are not otherwise defined shall have the respective meanings given those terms in the Act. The parties hereto hereby agree as follows: 1. Name. The name of the limited liability company under which it was formed is 46770 ROUTE 48 LLC. 2. Term. The Company shall continue until dissolved in accordance with the Act. 3. Management. Management of the Company shall be vested in its Members who shall manage the Company in accordance with the Act.Any Member exercising such management powers or responsibilities shall be deemed to be a manager for such purposes of applying the provisions of the Act, unless the context otherwise requires, and any such Member shall have and be subject to all of the duties and liabilities of a manager provided in the Act. The Members shall have the power to do any and all acts necessary or convenient to or for the fiutherance of the purposes of the Company set forth in this Agreement, including all powers of Members under the Act. 4. Purpose. The purpose of the Company is to engage in any lawful act or activity for which limited liability companies may be formed under the Act and to engage in any and all activities necessary or incidental thereto. 5. Members. The name and the business,residence or mailing address of the Members are as follows: Name Address Joseph Flotteron Post Office Box 88 Greenport,NY 11944 6. Capital Contributions. The Members have contributed to the Company the following amounts, in the form of cash,property or services rendered,or a promissory note or other obligation to contribute cash or property or to render services: a Amount of Capital Ownership Member Contribution Interest Joseph Flotteron $100 Sole Member 7. Additional Contributions. No Member is required to make any additional capital contribution to the Company. 8. Allocation of Profits and Losses. The Company's profits and losses shall be allocated in proportion to the value of the capital contributions of the Members. 9. Distributions. Distributions shall be made to the Members at the times and in the aggregate amounts determined by the Members. Such distributions shall be allocated among the Members in the same proportion as their then capital account balances. 10. Withdrawal of a Member. A Member may withdraw from the Company in accordance with the Act. 11. Assignments; Rights of Assignee To Become a Member. A Member may assign in whole or part his membership interest in the Company;provided,however,an assignee of a membership interest may not become a Member without the vote or written consent of at least a majority in interest of the Members, other than the Member who assigns or proposes to assign such membership interest. 12. Admission of Additional Members by the Company. One or more additional Members of the Company may be admitted to the Company with the vote or written consent of a majority in interest of the Members(as defined in the Act). 13. Liability of Members. The Members shall not have any liability for the obligations or liabilities of the Company except to the extent provided in the Act. 14. Exculpation of Members. A Member exercising management powers or responsibilities for or on behalf of the Company shall not have personal liability to the Company or its members for damages for any breach of duty in such capacity,provided that nothing in this Section 14 shall eliminate or limit(a)the liability of any such Member if a judgment or other final adjudication adverse to him or her establishes that his or her acts or omissions were in bad faith or involved intentional misconduct or a knowing violation of law or that he or she personally gained in fact a financial profit or other advantage to which he or she was not legally entitled or that with respect to a distribution to Members the subject of subdivision(a)of Section 508 of the Act his or her acts were not performed in accordance with Section 409 of the Act or (b)the liability of any such Member for any act or omission prior to the date of first inclusion of this paragraph 14 in this Agreement. 15. Governing Law. This Agreement shall be governed by, and construed in accordance with,the laws of the State of New York, all rights and remedies being governed by said laws. 2 16. Indemnification. To the fullest extent permitted by law,the Company shall indemnify and hold harmless, and may advance expenses to, any Member or other person, or any testator or intestate of such Member or other person(collectively,the"Indemnitees"), from and against any and all claims and demands whatsoever;provided,however,that no indemnification maybe made to or on behalf of any Indemnitee if a judgment or other final adjudication adverse to such Indemnitee establishes(a)that his or her acts were committed in bad faith or were the result of active and deliberate dishonesty and were material to the cause of action so adjudicated or(b)that he or she personally gained in fact a financial profit or other advantage to which he or she was not legally entitled. The provisions of this section shall continue to afford protection to each Indemnitee regardless of whether such Indemnitee remains a Member, employee or agent of the Company. 17. Tag Matters. The Members of the Company and the Company intend that the Company be treated as a sole proprietorship for all income tax purposes and will file such necessary and appropriate forms in furtherance thereof. IN WITNESS WHEREOF,the undersigned have duly executed this Operating Agreement as of the 15&day of October 2021. Joe Fl eron(0ct26,2021190;EDT) BY: JOSEPH FLOTTERON, SOLE MEMBER 3 WRITTEN CONSENT OF 46770 ROUTE 48 LLC 46770 ROUTE 48 LLC, a New York limited liability company(the "Company"),hereby consents to the adoption of the following resolutions as fully as if they had been adopted at duly held meetings of the members: RESOLVED,that the Contract of Sale dated as of October 15a', 2021,by and between JEMCAP SD I LLC,as Seller, and 46770 ROUTE 48 LLC, as Purchaser, (the "Contract"), copies of which have been submitted to the members,be and the same is hereby approved and adopted; and it is further RESOLVED, that the purchase of property located at 46770 County Road 48, Southold, NY 11971, on the terms and conditions as set forth in Contract, are hereby advised; and it is further RESOLVED,that the Company shall take all such actions necessary to consummate the transactions contemplated by the Contract,pursuant to the terms as set forth in the Contract; and it is further RESOLVED, that Martin D. Finnegan be, and hereby is authorized, empowered and directed in the name of and on behalf of the Company to take any and all actions and to execute,deliver and file all such other instruments, certificates, agreements and documents as they deem necessary or appropriate, and to pay all expenses and fees to enable the Company to carry into effect the intent and the purposes of the foregoing resolutions, and each of them, and to consummate the transactions contemplated by the Contract and such other documents and instruments as are contemplated pursuant to the Contract, and that the execution and delivery of any such instrument,certificate, agreement or document shall be conclusive evidence of such member's or agents authority granted herein and the approval thereof by the members of the Company; and be it further RESOLVED, that there has been no change in the make up or composition of the Company, and that there have been no amendments made to the Articles of Organization or the Operating Agreement; and be it further RESOLVED, that a copy of this written consent be filed in the minute book of the Company. IN WITNESS WHEREOF, the undersigned have executed this Consent as of October 151h,2021. 0-110 Jib F'I f ! (00 26,2021 19:05 EDT) By: Joseph Flotteron, Sole Member Operating Agreement and LLC Resolution 6770 Route 48 LLC Final Audit Report 2021-10-26 Created: 2021-10.26 By: Annallse Schweitzer(aschweitzer@northfork4agal.00m) Status: Signed Transaction ID: CBJCHBCAABAAEBvmL30048ATfl]gVeRBJy-w2Fr4dvM "Operating Agreement and LLC Resolution - 46770 Route 48 LL C" History f) Document created by Annalise Schweitzer(aschweitzer@northfork-legal.com) 2021-10-26-9:56:44 PM GMT c'4 Document emailed to Joe Flotteron Qoe@peconicwatersports.com)for signature 2021-10-26-9:57:13 PM GMT Email view ed b Joe Flottero n Uoe Peco nicwate rsPort so0 m ) 2021-10-26-11:05:11 PM GMT Document e-signed by Joe Flotteron Goe@peconicwatersports.com) Signature Date:2021-10-26-11:05:59 PM GMT-Tlme Source:server 4,0 Agreement completed. 2021-10-26-11:05:59 PM GMT LAdobe O 1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)6 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. BULK SCHEDULE OF DIMENSIONAL REGULATIONS 400 Ostrander Avenue, Riverhead, New York 11901 N N - ,l-4 ,Burp tel. 631.72'7.2505 fax. 631.'727.0144 1 \ - (GENERAL BUSINESS) admin@youngengineering.com MINIMUM 4x� 4x� ' PRINCIPAL REQUIREMENTS PLAN w ) E fifir Howard W. Young, Land Surveyor LOT SIZE 30,000 S.F. 37,123 S.F. Thomas G. Wolpert, Professional Engineer A ��G LOT WIDTH 150' 150' oPo w E / • : �J P / LOT DEPTH 150' 247' Douglas E. Adams, Professional Engineer S g ) - 55�� FRONT YARD VARIABLE 69.8' Robert G. Tost, Architect Robert 5tromski, Architect LISA DRIVE � ys• � •' .� `° � OHO�' SIDE YARD 25' 25.4' ti tix,�/ BOTH SIDE YARDS 50' 71.9' w �� 5 gbh REAR YARD 35' 65.4' <' / 30'x30"- /Q LANDSCAPED AREA 35% SITE DATA 36.9 /° s LU o / DO NOT qA, ENTER / GJV G tia(,�0 MAXIMUM TOTAL AREA = 37,123 SQ. FT. PERMITTED PRINCIPAL DIMENSIONS PLAN *ZONING USE DISTRICT = B(GENERAL BUSINESS) / 'AT 5��P LOT COVERAGE 30% °19.5 /° * VERTICAL DATUM =NAVD(1988) + CQ ySO BUILDING HEIGHT 35' <35' 1°� 1 G�G� NUMBER OF STORIES 2 2 R1_1 MAP r� ,�� 30"x30" FRONT YARD TABLE PARKING CALCULATION KEY ��_ ' CJ('- o`Ia�P � LEM PARKING REQUIRED -noun SCALE:1 -600' �• -` STOP '>; SCTM# FRONT YARD ALT BOAT REPAIR&SALES: 2,651 SF @ 1 5TALL/250 SF =11 STALLS . t pSPN 1000-55-5-7 62.6' STORAGE:7,000 SF @ 1 STALL/1,000 SF =7 STALLS R5-1 Z 1000-55-5-10 67.5' TOTAL PARKING REQUIRED =18 STALLS E t 2 _LL o" 30"x30" �� CI�P�Q: 'L AT "L L MOUETE CURB AVERAGE FRONT YARD=62.6'+67,5' /2=65.1' PARKING PROVIDED N PO 5• L + R16' CONCR ' r NTNER G '232 O�� _ UNTABLE 6p ASPHALT&STONEBLEND PARKING =18 STALLS i��C p JEp: _��. MONCREiE R t O —PLANT CENTER �`� ,' S _l C A P { . R� _i... I` CURB lam. WL`- RAS N Q+ + + PLANT ROW °" + oven RUN 5 s SECTION 280-48 USE REGULATIONS TYPICAL ON CENTER SPACING AS w ' r,; ! :" ` ` R22 NOTES: (12)PUBLIC GARAGES,GASOLINE SERVICE STATIONS,NEW AND USED MOTOR O O O LABELED ON PLANTING PLAN �• " REMOVE ALL PLASTIC AND WIRE TAGS. VEHICLE LOTS,VEHICLE SALES AND RENTAL,INCLUDING THE SALE OF I--t-. RUN ' 15 o RECREATION VEHICLES AND TRAILERS AND BOAT SALES,WITH ACCESSORY '' L I--i AVER G * REMOVE ALL NON-DEGOMPOSIBLE CORDS PLAN-SHRUB SPACING ,;.-;':' '� t._LL - � � .+ REPAIR FACILITIES,ALL SUBJECT TO THE FOLLOWING REQUIREMENTS: _LLL _�t 6 d� 6S act S S AND BURLAP FROM THE ROOT BALL, IF L.Lt.,L L...1. . 6�, �. M >` P PRESENT. z'' Q OF a� G'� LL,L. ,� ._ I-:-LL U, r a a ENTRANCE AND EXIT DRIVEWAYS SHALL HAVE AN UNRESTRICTED WIDTH PLANT SET AT ORIGINAL QC Qvti v��P mmL ALL`, L, 1 0 p * DO NOT OUT BURLAP FROM SIDES OF NOT LESS THAN 12 FEET AND NOT MORE THAN 30 FEET AND SHALL 8E G o PLANTING DEPTH / p 3�G t....LL.L!. ec o� �P / �' 11 0 N o w OF THE ROOT BALL. 0 LOCATED NOT LESS THAN 10 FEET FROM ANY PROPERTY LINE AND SHALL BE .•eM�.t•MMa. .ya,;y wa�5" DEEP 5HRE17DED BARK MULCH 2 �`� T Vo Q�r P�'� # j p o ',' , * SET TOP OF ROOT BALL i" ABOVE SO LAID OUT AS TO AVOID THE NECESSITY OF ANY VEHICLE BACKING OUT FINISHED GRADE. _ QE1 11' 4_ON Q- ASPHAL �S5 JD 1 w o ACROSS ANY PUBLIC RIGHT-OF-WAY. iv _ PLANTING BAGKFILL ��ROR TABLE ^N' � 1 � � � � � � :� * REMOVE ALL ACCUMULATED SOIL OR b)SALE OF USED VEHICLES OR BOATS SHALL BE CONDUCTED ONLY AS :"' :•T '/ �G�RO ACC MOUCRE 25 4' m a -+ MULCH FROM THE ROOT GROWN AREA. WHERE SHRUBS ARE PLANTED IN MASS CON 2 STALLS N a _ t ACCESSORY TO THE SALE OF NEW VEHICLES OR BOATS. EXCAVATE ENTIRE PLANTING BED CURB 8 9 �_. "� 1P -< ,(, 1 * REMOVE ALL WIRE BASKETS FROM c)VEHICLE LIFTS OR PITS,DISMANTLED AUTOMOBILES,BOATS AND SECTION } 5 9 , 16'DHD 4 ROOT BALL, IF PRESENT VEHICLES AND ALL PARTS OR SUPPLIES SHALL BE LOCATED WITHIN A 3_N JD ��' OHD 6—OVA I BUILDING. 16 4p•0 t DECIDUOUS TREE d)ALL SERVICE OR REPAIR OF MOTOR VEHICLES,OTHER THAN SUCH MINOR TYPICAL MASS PLANTING LAYOUT Ls '" a JD 3-Bs - SERVICING AS CHANGE OF TIRES OR SALE OF GASOLINE OR OIL,SHALL BE q y HOSE PROTECTOR CONDUCTED IN A BUILDING. NT5 c° N PF '_ , +AR x� e)THE STORAGE OF GASOLINE OR FLAMMABLE OILS IN BULK SHALL BE '� $OI.LARDS g "q ° °�q w END ' (Vp) q _ aa� CONCRE ; I 2"x2" STAKE (3 WAY) LOCATED FULLY UNDERGROUND AND NOT LESS THAN 35 FEET FROM ANY 4-NN .LEM PF ��,q;� _ 0_-F . CURB BEGIN V PROPERTY LINE OTHER THAN THE STREET LINE. NOTES: °leg --O, 35.1 : CONS ETE CURB �� ' �, 2 STRANDS NO. I2 GALV. PLIABLE f)NO GASOLINE OR FUEL PUMPS OR TANKS SHALL BE LOCATED LESS THAN 15 �*"q r ` �` F.QR. �= g ' `+' " a STEEL WIRE (TWIST TO TIGHTEN) FEET FROM ANY STREET OR PROPERTY LINE. * REMOVE ALL PLASTIC # WIRE TAGS �'� 'gl, =�;• OQ ~ g)NO GASOLINE SERVICE OR REPAIR SHOPS OR SIMILAR BUSINESSES ARE TO / b Iti L �z. 't'^. * REMOVE ALL PLASTIC CORDS FROM r 1 U TREE BALL, IF PRESENT Gg, 46.5' 38.1 ,�„ - EVERGREEN TREE BE LOCATED WITHIN 300 FEET OF A CHURCH,PUBLIC SCHOOL,LIBRARY, 1 HOSPITAL,ORPHANAGE OR REST HOME. * IN GROUPINGS OF SHRUBS, EXCAVATE MULCH TO BE KEPT AWAY FROM AND BAGKFILL ENTIRE SHRUB BED AREA Z r 1 R 1 TREE TRUNK w/PREPARED BAGKFILL MIXTURES. �f o SHREDDED BARK MULCH ® 5" DEPTH 3" DEEP SHREDDED BARK MULCH / I 1p.$5 SOIL SUACER TOP NVMULCH STORY Q w _ PLANTING BAGKFILL MIXTURE AR 22, ?ROpOSED DES & ROOT BALL r SCARIFY ALL SIDES OF PLANT PIT m a All_ _ — 5 I gO AT S A ING 5 - - _ ILp / / Q PLANTING BAGKFILL MIXTURE TORgGE gU LEr� ' ': m a _ I NEARER 5 GF A=9 6515E - I:. _.I :.1. AL � , /. z - — �8.' IASPN o NO gA5 MEN aR � �� TYPICAL SHRUB PLANTING 3-JD S PONEBLEND 1 BEGIC E j f' DO NOT EXCAVATE LOWER THAN NT5 0 0 I CON 1 CURB BALL DIA. BALL DEPTH. N 14 3 � 1 �! _ BALL DIA. X 2 P ;'. o a O I — 0 I CMF ENGINEERS CERTIFICATION 3 4 1 o TYP I GAL TREE PLANTING to n to li a = I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL Q 1 N 16`OND NT5 SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OP.MIN-q•E_ Y"•. P ANTI NG SCHEDULE 5 Ii 781 16'pHD u �--- DIRECTION\IED .BASED UPON A CAREFUL AND THOROUG !lSF�El30 �- j o I"'" SITE AND GROUNDWATER CONDITIONS,ALL FACT• , PRO QED m"ndn IN F'a_ � ' S C T Q CONFORM 0 THE SUFFOLK COUNTY DEPARTMEN dF)H ACTA SER�ICE �-+ CONSTRUCTION STANDARDS IN EFFECT AS OF IS L4A;i E" TREES 19' it 25' N o ,�. � DEC 15 2023 � QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT N 1 '' 4 : NTA LE � D ¢ { , � � O Southold Town N U CURB w ONEBLEN . . -s / .� .�r, CU . , � o S PlanningBoard �`"�""=" � �. � �•�- �'� ^�'' � 3 AR ACER RUBRUM RED SUNSET' RED SUNSET RED MAPLE 3 CAL S&B CRE RD Z Q° 'O 1 $OLLA o: NTER l G O �Q tilr,,, !A —s �O A Y H W D W.YOUNG,N.Y.S.N.Y N .L.S.L 5.NO 58 3n L 9 1 co 3 N 4 8 B&B s C .ra s P 4 CA B& 3 PAINTED MA L H SHANTUNG NTED LE A CA ASUNSET'3 T ACER TRUN TUM'NORWEGI N�k A1 SE E r 1 ;, ' 1 STORAG 3 JD p ci THOMAS C.WOLPERT,N.Y.S.P.E.N0.61483 4 GB GINKGO BILOBA GINKGO 3"CAL B&B I rn 00 1 0 �; , O o m� DOUGLAS E.ADAMS,N.Y.S.P.E.N0.80897 •,. -�SI•��'y�-� 3 9 LS LIQUIDAMBAR STYRAFACIFLUA SWEET GUM 3 CAL B&B ' 10 5TALLS � . z ' yJ 5"(P GALV. STEEL PIPE. 56 TP THUJA PLICATA'GREEN GIANT' GREEN GIANT ARBORVITAE 6' HT. B&B - k i FILL W/GONGRETE r © - _ ---g^ SURVEYOR'S CERTIFICATION N PSEG RECOMMENDED UTILITY LINE FRIENDLY TREE. ': '�� ;� .1 ____ .�y SHRUBS OF Ri r QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT -- ""` ' ,f 56-V IN / �4 L /; . BUILDING __= �� D VIV. Qz 13 BS BUXUS SEMPERVIRENS 'SUFFRUTICOSA' DWARF OLD ENGLISH BOXWOOD 7 GAL CONT /, ��, MpU ,' .'/ i,F -= Gj s j' 9 ON LS LS CRETE CURB;';/ //. "- N 5 8- CON ' ' - =O ? 4 HN HYDRANGEA MACROPHYLLA NIKKO BLUE BLUE HYDRANGEA 5 GAL CONT 5-H ,'� i?.; o i. i 7 N 8 HS HIBISCUS SYRIACUS 'DIANA' DIANA ROSE OF SHARON 5 GAL CONT ' ,",' CONT ^y /: ANSIll�` / lGf/�t,dt-L n Lk--":- I'� 9 JD JUNIPERUS DAb'URICA 'EXPANSA' PARSONI JUNIPER 5 GAL 54(IJD� cr 'j'R IPF N ' ' ' • �s .;. p 18 OH OSMANTHUS HETERO PHYLLUS 'GOSHIKI' GOSHIKI FALSE HOLLY 4'-5' HT. CONT o 6FT• � cP 45F393 FLOWERS 150• 5T0o q E FENCE HOWARD W.YOUNG,N.Y.S.L.S.N0.45893 • CORNER GUARD PLAN SYMBOL TYPE SIZE ROOT "W OF 6 FT.NIGH 581°16 5o DOUBLE ROW GREEN GIANT PF PERENNIAL FLOWERS AS SELECTED BY THE OWNER 5 GAL CONT CMF THUJA GIANT ARBOR�TAE) MAP PREPARED FOR GRASSES &GROUND COVER , -' now or f erg PLANK 10' O.C.orrn Y PLANTED GAPPED W/GONG. SYMBOL SEED MIX SEED RATE - ' ohr Bohn,Robert G' GROWN TO SHED PECONIC WATERSPORTS {ormerhl LLC 1 Robert 3 Bohn WATER LEM LOFT'5 ECOLOGY MIXTURE 4 Las.PER 1,000 SQUARE FEET i now or orm",Co , 1 Bohn&Carol Ann terp Bo on;ng use R-$0 8 GALV. STEEL PIPE. = atSUff Ik County, New York of Southold IRRIGATION _/-'��' / QuQd En ing use R� I Z - Zon 1 FILL W/GONCRETE N AUTOMATIC UNDERGROUND SPRINKLER SYSTEMS WITH RAIN SENSORS SHALL BE PROVIDED FOR ALL PROPOSED 1 FIN. GRADE N PLANTINGS AND LANDSCAPED AREAS. 2" N LANDSCAPE & ALIGNMENT PLAN IRRIGATION TO BE LIMITED BETWEEN THE HOURS OF 7pm AND 12am. 1„R N PAVEMENT SURFACE 0 FIN. GRADE CONCRETE HEADER � GROWN TO County Tax Map District 1000 Section 55 Block 05 Lot 9.1 NOTES --6° SHED WATER THE APPLICANT PROPOSES TO: PAVEMENT MAP PREPARED AUG.09,2022 24" + SURFACE ONLY USE ORGANIC FERTILIZERS WHERE THE WATER-SOLUBLE NITROGEN IS NO MORE THAN 20 %OF THE TOTAL Record of Revisions NITROGEN IN THE MIXTURE; ,• .'•° : D REVISION DATE ASPHALT , STONEBLEND I S 0 GONG. FOOTING USE A MAXIMUM OF 1 LB.OF NITROGEN PER 1,000 SQUARE FEET IN ANY ONE APPLICATION,WITH A CUMULATIVE PAVEMENT = ! PAVEMENT - - GENERAL NOV.10,2022 APPLICATION OF NO MORE THAN 2 LBS.PER 1,000 SQUARE FEET PER YEAR; e = MOUNTABLE CONCRETE GENERAL DEC.12,2022 6"x 6" WIRE MESH :A P CURB 400C P51 EXPANSION GENERAL MAR. 29,2023 JOINTS 20' O.G. GENERAL MAY 18,2023 NOT APPLY FERTILIZER PRODUCTS CONTAINING NITROGEN,PHOSPHORUS,OR POTASSIUM BETWEEN NOVEMBER 1st REINFORCEMENT PS COMMENTS DUNE 13.2023 CONCRETE CURB 4000 PSI AND APRIL 15t; a : � PS COMMENTS DULY 03,2023 6"STABILIZED EXPANSION JOINTS 20' O.G. PB COMMENTS JULY 07.2023 NOT USE PHOSPHORUS-CONTAINING LAWN FERTILIZER UNLESS ESTABLISHING A NEW LAWN OR SOIL TEST SCDHS NOIA#1 JULY 14 2023 501E BASE "\''. MULTIPLE AUG.16,2023 SHOWS THAT THE LAWN DOES NOT HAVE ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE BOLD NUMBERS. ,;.,' THE NUMBER IN THE MIDDLE IS THE PERCENTAGE OF PHOSPHORUS IN THE PRODUCT,e.g.,22-0-15. USE OF 8 �----8 --� ELEVATION SCDHS NOIA#2 OCT.03,2023 PRODUCTS WITH 0.67 IN THE MIDDLE OR LOWER IS NOT RESTRICTED. PRODUCTS WITH A NUMBER HIGHER THAN 20 0 10 20 40 60 0.67 MAY ONLY BE USED IF A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST INDICATES IT I5 NECESSARY. CONCRETE HEADER CONCRETE CURB MOUNTABLE CONCRETE CURB BOLLARD DETAILS Scale: V = 20' NT5 N75 NT5 JOB NO.2022-0135 DWG.2022_0135_sp2 1 OF 5 () 1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL[NSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)d CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. SWEET AIR VENT GAP MFG BY TUF-TITLE P FUJIGLEAN (5' MIN FROM ANY 5� 400 Ostrander Avenue, Riverhead, New York I1a01 DOOR OR WINDOW) / 0�5 GEN-5ERIE5 UNIT tel. 651.727.2305 fax. 651,72-7.0144 15' 4" PVC ® 4" PV11' ��• �„ �, ,.. admen®youngengineering.com ~ olm 4 � G xPVC, � �� J ° �.-•� � '�/ �b �' INLET ADAPTER 45 OUTLET SOLVENT 2.00% MIN. RI5ER5 GONERS 1.00% MIN. 40RQ ro 40.07 „ AO-10 40 & ° WELDED TO 4 LONG eJ i j 40.o Q STUB OF 4 SCHEDULE Howard W. Young, Land Surveyor WITH SAFETY LIDS HEAVY DUTY AND S 40. 4 P� Thomas G. Wol ert, Professional Engineer 2 STORY Z MFG BY TUF-TITS OR LOCKING CAST IRON PRECAST / Q 40 PIPE CONNECTED TO BUILDING APPROVED EQUAL TOP SLAB �,�'� 0 40.1 40.41; �G�P�u\p GAPPED VIA 4" SGHEDULE 40 FUJI GLEAN GEN UNIT p FEEL=40.50 a0 - COVER TO GRADE OR DOME �/ �P�� , y.+G/ 0��5� N ADAPTER 4 PLUG OR GAP 1 Douglas E. Adams, Professional Engineer RIM=40.25 ti (� _1.' i P S GAPPED VIA 4 SCHEDULE 40 RIM=5a.50 PCB p� Robert G. Tast, Architect / SZ�.1J v� P� � 440"s3 o QQ ��O�P�,'� GLEAN-OUT WITH 6" ADAPTER d PLUG OR GAP Robert Stromski, Architect P�5 tips 5DR35 RISER AIR LINE -P39 g6yr�"/G 9 s., .p NO P � 1 c g0.95 Op IE-56.58 �5" VENT IE=36.11 -"° QE1 9 .%b\j ` F FUJIGLEAN INLET ADAPTER 45 HEALTH DEPARTMENT USE HOLE IE=36.00 �'/ `0'P, �'� // 6 E SCALE: NT5 = N R 4 40 7 CONNECT 3 PVC VENT LINE IE 56.28 �+/" 2 'O�- GJ J-` gp.51 \ TO PENT HOLE IN OW5T SEE DETAIL FOR �,�'\ *G ., O o/ 1 4- Installation Guidance FujiClean Schedule 40 PVC 45-Degree Inlet Adapter OWTS COMPONENTS , g� ��O 1 / Og / A Sp{IALT 38.80 °� 1.The FuijiClean 45-Degree inlet Adapter has(4)openings(3)Inlets and(1)outlet.All of these will PROVIDE GLEAN OUT AT accept standard schedule 40 FACE OF BUILDING 'CO 39.95 '' // �Yc i 2.The dean top of the inlet adapter has a 6"opening that can be fitted with an 6"S D R riser pipe and cap as a 39.65 ,�. 40.20 / Z Eft L NQ ,� / i BLE 3.Any unused entry ports on the FujiClean Inlet adapter shall be capped with a 4"schedule 40 adapter 3 Q �/ O �. UNTA AIR LINE TO BLOWER o ��AI RPt1` Q, / L' ' MO CURB 8 plug,or a Schedule 40 slip cap that is solvent welded to a short stub of pipe inserted and solvent 00.1 / .ZFj / 40.15 �E i CONCRETE S welded into the adapter port.. `3 / Q 4.The FujiClean Inlet adapter shall be secured to the FujlClean unit using a 4'long stub of 4"schedule 500 GAL. I/A OWTS tt 3 .2 / 39.9 I ABLE D#1 `� t l . MOUN NG FIEL EEP 40 pipe that is solvent welded into the adapter outlet end and FujiClean inlet so that the adapter fits flush MDL. GEN-5 MFG. BY FUJIGLEAN USA ,,�' `G �� / +36.66 C TE LEACNI x7' b on the FujiClean unit. t E. I i_' CON USE p151O' DIA° 5.The installer shall ensure that the soil beneath the adapter is backfilled and compacted sufficiently to ED 39 75 -I-� CURB (3)PO support the bottom of the adapter and prevent any settling or strain on the adapter or FujiClean unit. / PROPOS C% gI$11 50 i t GRA ' 6.Metal fittings,pipe,and caps are NOT to be used for installation of the adapter. 55 7.Must install a cleanout to grade in accordance with the"STANDARDS FOR APPROVAL OF PLANS m ELECTRIC TE_39 50 39 L PAVERS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY C, 39.88 SER�CE GRA IE.35.04 i11 OVER-RUN GAS SERVICE RESIDENCSEWAGE DISPOSAL SYSTEMS OR SINGLE-FAMIS"and the"STANDARDS FOR LY OF PLANS RESIDENCES."ND CONSTRUCTION FOR BOT=26.00 39 40 9 6 r .,•_% m� ,, ,, I PROPOSED 8.The following are Instructions on how to make a solvent weld for attaching piping to the FujiClean inlet HYDRAUL I G PROFILE 39 w "� P AVERS M> t I 40 SQ adapter fittings. .� :. GRASS 15 N c, e I_L, RUN 4O. :-_._.r.: Fj 1.Square pipe ends,chamfer and remove all dirt I 10' / 8 A0.53 _I_;_ OVER- 0 AV 0 39.9 per. p should easily go 1/3 of the way Into the adapter.If pipe 39.59 Z8 L _ h bottoms, should b snug. adapter.Pipe s\ pipe 1 39.3 4O• t �L y O 3.Use a suitable applicator at least'/z the size of the pipe diameter.For larger size pipe systems, SANITARY LEACHING POOL ' �� t �1�` I �IBUTAR ,_' '.* jr ("� ¢ use aneturel bristle brush orroller. 314 5F5WA p AO AA I.I ' L i_I_.t. $�- UNDAR`I `✓ 4.Clean pipe and adapter with a listed primer.(Do not use primer on AS$pipe and fittings.Use 4025 Cp , m i .i-.L..t••I BO /�., p}E tp �! O Clear Cleaner onlyl) 39.83 40.19 0 -N �p �, G` a >'` �, o 5.A I liberal cost of cement to pipeofthesocket;leavenouncoatedsurface. pRAINAGE DESIGN CRITERIA & CALCULATIONS AQ•00 q� Il N fy Apply PP / 40.02 B �0 �P��O p 6.Apply a thin coat of cement to the inside of the adapter;avoid puddling of cement.Puddling 1 p►1ALT FE 40•' y< - p can cause weakening and premature failure of pipe or adapter.Apply a second coat of cement to maol gonnn Q� 77 A 0 O �,0� w -�. PMP 39. m f 401 O ti 2 p o the pipe. V=A R C -3 7.Assemble parts QUICKLY.Cement must be fluid.If cement surface has dried,recoat both OUNT E 5, P EDP A0.50 �Q�� 40•90 40 0 fit N A, 3 parts. A=AREA OF TRIBUTARY(S.F.) R=RAINFALL(FT.) C=COEFFICIENT OF RUNOFF C NCRE pROp� 40�0 A0 40 (A co 8.Push pipe FULLY Into adapter using a%turning motion until pipe bottoms. SANITARY DESIGN CRITERIA & CALCULATIONS HEAVY DUTY AND z WA R C IN SA TARP AO.90 6J M� t9.Holdemper tipe .Wipe pier cess.erfor30secondstopreventpipepush-out-longer al low NOTE --` LOCKING CAST IRON TRAFFIC EXIST N TO BE 38 2+ I 4p'() m ySTEM a OHD . 40.65 temperetures.vVipeoifexcess. RVICE A - ` :`` 161 0- TEST HOLE DATA 10.Allow 15 minutes for good handling strength and 2 hours cure time at temperatures above 60 HIGHEST EXPECTED GROUND WATER EL=7.0. COVER TO GRADE -ty BEARING SLAB 5E ONED 39.70 ET BD degrees Fahrenheit before pressure testing up to 180 psi.Longer cure times may be required at ABANp I NL 16' 38.18 temperatures below 60 degrees Fahrenheit or with pipe above 3 inches.DO NOT TEST WITH SEWAGE DESIGN CRITERIA 39. 5 FDA R 45 40' T H McDONALD GEOSCIENCE AIR. pp ALL CONNECTING DRAINAGE PIPES ARE 15"DIAMETER HDPE. WAR 39• m *' `{ 11/15/22 GROUNDWATER MANAGEMENT ZONE =IV(600 GPD/AC) PER v (i NOTE:The set up/cure time is dependent on several factors.The pipe size,socket tit,ambient ME 0.30 g115 T temperature,relative humidity,solvent cement used and the system operating pressure should all be TRIBUTARY AREA#1=9,903 SF WATER SUPPLY =PUBLIC \ O ro F•.i ; - b LLARD 40 3y 0 30} 39 w END 0.0' considered when determining set up cure times. SE BO g0.b5 MIXED ALLOWABLE DENSITY=0.8522 AC 600 GPD/AC = 511 GPD 20 PROPO TE (T`/PT m 40 30 CONCRETE SAND d REQUIRED VOLUME W R T5 _ a ' g ;p CURB BEGIN LOAM ASPHALT/CONC.: 5,373 S.F.x 2/12 x 1.0 =896 C.F. DENSITY CALCULATION MiN• SERVICE I OW p _ =F p 35:1� TABLE 1.0' _ MOON CURB BROWN ROOF: 2,649 S.F.x 2112 x 1.0 =442 C.F. R•; '•° . LAWN: 1,881 S.F.x 2/12 x 0.10 - 31 C.F. 1 <T -"ROOF.QVE -. a. CONCRETE (ML> TOTAL REQUIRED =1,369 C.F. RETAIL: 2,651 SF @ 0.03 GPD/SF =80 GPD to CB#2. m "� �d _ (X W p 39.30 { 2.0' STORAGE:7,000 SF C�0.04 GPD/SF = 280 GPD Q GRA_- 30 38.1' YELLOWISH PROVIDED VOLUME 4" DIA. SDR35 PVC, <0 Q IE=35. m . VENT " BROWN TOTAL DENSITY =360 GPD PIPE ® 1.00% MIN. _j z _ `" a /��`� FINE i0 CAST IRON FRAME 8 COVER USE:LEACHING FIELD#1 13 I� �0: Z Z F `� C y/ �� SAND 000 0g0 GAMPBELL FOUNDRY, PAT. NO. (3)POOLS 10' DIA.x 7' DEEP =1,437 C.F. DESIGN CALCULATION n Q D z u „.. „ ; �� BL ER - - -__ (SP) p V W Z ° r, """ \1 +37.94 ~ -� PALE BROWN 14.0' - op g 3407 OR APPROVED EQUAL. z �� OW 1 0 88�8 TRIBUTARY AREA#2=5,4515E RETAIL: 2,651 SF @ 0.03 GPD/SF =80 GPD Q�Q € f I pR01- i 0 FINE TO y 0000 STORAGE:7,000 5F @ 0.04 GPD/SF = 280 GPD to p ED L0 CO PANEL +38.48 t �/ (SAND J 0 D000 REQUIRED VOLUME 0 1 \� p 2 STOR/ (sW) ROOF: 1,397 S.F.x 2/12 x 1.0 = 233 C.F. TOTAL DENSITY = 360 GPD o OF > POSE I � ��uoc4000 PSI PREGAST GONGRETEASPHALT/CONC.: 2,830 S.F.x 2/12 x 1.0 =472 6 RO v PRO ES & I 17.0' 000000 BOX AS MFG. BY 5UFFOLKC.F. ❑® v \ AT +3 . 7 _ LAWN: 1,224 S.F.x 2/12 x 0.10 = 20 C.F. SYSTEM DESIGN ❑❑ +38,75 po pI1�1 ({ -� DRAIN SA l]ll BO BUIL G �-� � ; " � � NO WATER � ;'•� CEMENT OR APPROVED EQUAL. TOTAL REQUIRED =725 C.F. REQUIRED OWTS CAPACITY =360 GPD ®❑® b#2 0 CONCRE� STORAGE TARy ENCOVNTERED SF - CNING FIEL EEP _ ,' .. �,,,}IEAflER > .� A-9,651 �-gOUNDAR� 1 PROVIDED VOLUME PROVIDED OWTS CAPACITY =500 GPD z 10' USE LEA10' PIA.X 6 b ASPNA)-�� " G MINT J USE:LEACHING FIELD#2 LEACHING REQUIRED= 360 -,Pb/1.5 GPD/SF =240 SFSWA m (2�PpOLS o \ NO BASE �\ DRAINAGE PIPE (2)POOLS 10' DIA,x 6' DEEP =821 C.F. LEACHING PROVIDED=10' DIA,x 10' DEEP POOL =314 SFSWA STONEBLEND BEGIN FFEL=40'S0 HIGHEST EXPECTED GIN EL -1 40.15 39.95 CRETE \ TING WAR OVER / S Q 40.90 CON EXIS TO BE REM �� 0` 4000 P51 PRECAST CONCRETE TRIBUTARY AREA#3=10,177 5F 0 0 39.9 3970 4040 CURB ,� SERVICE __ TRAFFIC BEARING TOP SLAB REQUIRED VOLUME b' PENETRATION INTO A VIRGIN N Q 4p00 2 AS MFG. BY SUFFOLK CEMENT _� - - ROOF: 3,193 S.F.x 2/12 x 1.0 = 532 C.F. STRATA OF SAND 8 GRAVEL � N ISTING ING - - 3975 :-[ XEX OR APPROVED EQUAL. c-t o 1 STORY BUIOVED � / 7. o CMF i0 STONEBLEND:6,493 S.F. 2/12 x 10 = 1,082 C.F. a '° rn TO SE REM i _ 5ANITARY LEACHING FOOL 3 / +_-- - 37.92 LAWN:44 S.F.x 2/12 x0.10 = 1 C.F. ' �, o _L- 39.37 26 NT5 '37.99 =p _---- FFL II TOTAL REQUIRED = 1,690 C.F. 78'1 oHD I i 4000 P51 PRECAST CONCRETE PROVIDED VOLUME NOTES 0 40 16 i oy BOX AS MFG. BY SUFFOLK USE:LEACHING FIELD#3 40.90 i CEMENT OR APPROVED EQUAL. (4)POOLS 10' DIA.x 7' DEEP = 1,916 C.F. I. THE OWTS SHALL BE MODEL GEN-5 MANUFACTURED BY FUJIGLEAN USA. ' 4040 ll utu g8 48 3 I It N (� o Q DRAINAGE PIPE 2. THE DESIGN ENGINEER, FUJIGLEAN USA REPRESENTATIVE, AND 5GDH5 REPRE5ENTATIVE5 SHALL OBSERVE THE INSTALLATION OF THE 39.63 39 tEA�NINGFIELb DEEP a Z o OYiTS AND LEACHING SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BAGKFILL. N TABLE USE/ DIA. O°ti I _. (4y¢OOLS110 �: i 7O �p MOULNRETE CURB b , STONEBLEND \0 ' - >2 37.06 3 ENGINEER'S CERTIFICATION 5. THE 5Y5TEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERVISION OF A FUJIGLEAN USA REPRESENTATIVE. CON BOLLARDS 6, i tl _ _ c 0 4000 P51 PRECAST CONCRETE 4p spp I FFL 9 - H tO 3 - BOTTOM SLAB W/ SUMP AS "I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE 39 30 �1 p.� j \i \i i -+ r`" A T N z MFG. BY SUFFOLK CEMENT OR SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME R=UNDER JGIY o SUBMITTED TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES (5GDH5) PRIOR TO APPROVAL OF THE I/A OWTS 70 39• 2 / / 38.20 �Cp�__ � APPROVED EQUAL. DIRECTION.BASED UPON A CAREFUL AND THOROUGH Dy OF THE SOIL,`39. 37 - - ' Q fn SITE AND GROUNDWATER CONDITIONS,ALL FACIL�7TE5;AS PROPOSED; REGISTRATION BY THE 5GDH5 IN ACCORDANCE WITH ARTICLE Icl OF THE 5UFFOLK COUNTY SANITARY CODE. 45 39 r; z 39. 3912 ,t(. I ,. �„ �,\.`•ry �> p CONFORM TO THE SUFFOLK COUNTY DEPARTMEN OF1HEALTH"SERVICES-'.0, 5. ARCHITECT TO VERIFY FINISHED FLOOR ELEVATION(5). `• +37.46 _ \, ' W c• - I--2'-�I CONSTRUCTION STANDARDS IN EFFECT AS OF*IS DATE." s r , . CB 31 � -' TE=38i07 �. �� tQJo 4' 8o C7 �� `,•I 6. THERE ARE NO KNOWN PRIVATE WATER SUPPLY WELL5 WITHIN 150 OF THE SUBJECT PROPERTY. :ar ��.� G A t IE=34A7 fn NOTE: 'p �. I.WALL REINFORCEMENT WILL NOT BE REQUIRED TO A DEPTH OF Q'-o". +37.64 -- 8 32 r F .a. 8». t!. t cF"�d« � ✓ C> 3 2.DF_PTHS GREATER THAN W-O"5HALL HAVE WIRE FABRIC CONCRETE HOWARD W.YOUNG,N.Y.S.L.S.N0.45893n �i�� 39. 2 �� 07 \�A g?4 s " •f �7 3$• REINFORCEMENT S"xI2",I AND 2 MIN,VERTICAL WIRES-12"O.C.,1/2' MIN.COVER. THOMAS C.WOLPERT,N.Y.S.P.E.NO.38. MOUNTABLE 3 -� CONCRETE CURB I I DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 _ _ CATCH BASIN 2 x 4 FLUSH GRATE04 a E)aSnt4G 5AN-LTARY -�,ON BUFFER _ _ -- N VRE TO BE ABAT41) ED �- NT5 S -1/2' VENTILATION PIPE N SCUM BAFFLE B CHAMBER Volume(gal) SORB MOVEDTN ACCORDANT -�RANSI SURVEYOR'S CERTIFICATION 0 1 Sedimentation Chamber 277 WITH SCDHS STANDARDS 35F75 .ona!h♦I-n , -10 _10'-7 _0 ® Anaerobic Filtration Chamber 278 WDF 0 00' PROPOSED 6 ENCE - .... �... Q Aerobic Contact Filtration Chamber 127 1� STOCKADE F - ECIRCULATION � Storage Chamber 63 N AIR LIFT PUMP Disinfection Chamber 4 0 S81 16'S0"W 1-1/2" WEARING COURSED✓'�^', o ISINFECTION �. © CYLINDER (OPTIONAL) Total Volume 749 N 2-1/2 BINDER COURSE a _ CMF 4' INLET PI ' OUTLET PIPE 36.68 eCl SPECIFICATIONS _ Orm Y 4 ° now or f ert G. �` . ._` n A :. A Anaerobic Media PP/PE Filling Rate 32/0 - Bohn,Rob DRAINAGE '" � 4'-0 ' © Board Type Aerobic Media PVC/PP/PE FillingRate 16% _ erkl 1 ert John \ Media PP PE Fillin Rate 57% / ' W Or{orm f✓O• PLC 1 Rob hn&Carol Ann Bohn PIPE o Aerobic ed / g _, no eS Bo $0 <^ _ FFLUENT Tl�owker 2..8cfm _ / QuQd Ent n9 USe R-g0 I Zoning use R ;, HOWARD W.YOUNG, Y.S.L.S.NO.45893 "" INLET BAFF AIR LIFT PUMP Zpn © Piping PVC/PP/PE 1 CAST IRON FRAME 4 COVER Q i s GAMPBELL FOUNDRY, PAT. NO. Access Covers Plastic/Cast Iron 100.1C OR APPROVED EQUAL Disinfectant(Optional) Chlorine Tablets NOTE: ALL CONDUITS BETWEEN PANEL AND ON INSPECTION POOL ONLY. MAP PREPARED FOR RECIRCULATION PIPE LOW BAFFLE /2' AIR INTAKE i (CLEANING OPENING) TREATMENT TANK MUST BE SEALED TO PREVENT FLOW OPENING (TYP. PLAN VIEW BPRECAST GAS LEAKASE INTO PANEL. b" RECYCLED CONCRETE TRAFFIC BEARING SLAB AS PECONIC WATERSPORTS 4' MANHOLE FOR WIFI COMMUNICATION DEVICE; BASE COURSE (NY5DOT SPEC) MFG. BY SUFFOLK CEMENT E 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP ISINFECTION USE ALARM/CONTROL PANEL MDL#1045040 6" STABILIZED 501E BASE OR APPROVED EQUAL. at Southold, Town of Southold CYLINDER (OPTIONAL) LOW OPENING CONTROLLER "C" MFG BY 5JE RHOMBUS Suffolk County, New York n METER ALARM/CONTROL 2' OARD TYPE INCOMING SERVICE PANEL MDL#1041a72 ASPHALT PAVEMENT SECTION �- _ NT5 GRADING, DRAINAGE & UTILITY PLAN 1 CONTACT MEDIA CONTROLLER "A" VL� o r tJ r DEDICATED MFG BY SJE RHOMBUS V 15 AMP BREAKER O CONTROL PANEL MOUNTED County Tax Map District 1000 Section 55 Block 05 Lot 9.1 o © 2" STONE BLEND N 4"x4" PRESSURE TREATED WOOD P05T5 GROUT AROUND 120V AG, 10, 60HZ, 15 AMP POWER SUPPLY ENTIRE PIPE MAP PREPARED AUG.09,2022 #12-2 AWG WITH GND IN I" PVC CONDUIT 1 5'-5' 5'-S' ECIRCULATION MAIN Ll D Record of Revisions ASSEMBLY SERVICE INSULATED " PRECAST GONGRET�4'-46' 4'-3 ' © 4'-2 PANEL ELEC. CONDUIT 2 AIR WEATHER , REVISION DATE ( BLOWER E515TANT DRAIN RINGS AS MFG. m Q BY SUFFOLK CEMENT GENERAL NOV.10,2022 OWTS WIRING PER MFG. CY)- OR APPROVED EQUAL. GENERAL DEC.12 2022 BLOWER f,L ,�;•:;', ;, ::' `:<,•.. GENERAL MAR.29.2023 Q © IN h;, ., ❑ EROBIC MEDIA HARDWIRE ''� `' `< `•,°\ �❑❑ GENERAL MAY 18,2023 i FIN. GRADE :' •�.;• �/; PB COMMENTS DUNE 13 2023 ®❑® PR COMMENTS JULY 03,2023 ERATION ASSEMBLY ELECTRIC SUPPLYPB COMMENTS JULY 07,2023 �6' RECYCLED CONCRETE _ TO BLOWER z_ SCDHS NOIA#1 JULY 14,2023 E Lj BASE COURSE (NY5DOT SPEC) 10' MULTIPLE AUG.16,2023 SECTION A-A VIEW SECTION B-B VIEW GROUND 5JE RHOMBUS MAGIOOR FUJIGLEAN TO FUJIGLEAN SCDHS NOIA#2 OCT.03,2023 m CONTROL AIR BLOWER AERATOR ONTS SPLICE BOX ro STABILIZED SOIL BASE PANEL AIR LINE TO GW EL 20 0 10 20 40 60 ELECTRICAL SUPPLY FUJIGLEAN OWTS 03 I/A OWT5 MDL. GEN-5 MFG. BY FUJIGLEAN U5A ELECTRICAL ONE-LINE DIAGRAM CONTROL PANEL 4 BLOWER STONE BLEND PAVEMENT SECTION LEACHING POOL Scale: V = 20' SCALE: NT5 NT5 NT5 JOB NO. 2022-0135 DWG. 2022_0135_sp2 2 OF 5 HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(51)d CE(1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING A THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO SEA VALID TRUE COPY.(4)CERTIFICATION INDICATED SSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. LIGHTING FIXTURE SCHEDULE SURFACE WITH 400 Ostrander Avenue, Riverhead, New York 114101 TOPSOIL $ 5EED OR SOD ; ' tel. 651.727.2odmin oun fax. 651.72n 0om l SYMBOL DESCRIPTION FILL GRID STRUCTURE _ �-� r � r g 9 9 g WITH SHARP 4 Sr 28 WATT LED VALUE SERIES SQUARE CONCRETE SAND � m MFG. BY NLS LIGHTING / �..CAT.NO. 28 WATT LED VALUE SERIES SQUARE (V55-5)-T4-16L-53-27K7-UNV-WM-WHT-AHS Howard W. Young, Land 5urvegor Thornas 0.MFG.BY NLS LIGHTING ° I " Douglas E.Ad ms, Professional Engineer CAT.NO. TYPE HGT. LUMENS L.L.F. C.C.T. QTY. (V55-S)-T4-16L-53-27K7-UNV-WM-BLK-AHS-PC \`>. • { 0 Robert G. Tost Architect WALL 15' 2,016 1.0 2700 K b Robert Stromskl, Architect l.. a.$ 17.4� 4' L5RA55 PAYE UNITS 4.42 19.6, NOTES MFG BY GRA55PAVE2 -= - ----OR APPROVED EQUAL LIGHTING TO BE MANAGED AND CONTROLLED BY CLOCK& Z ro STA5ILIZED SOIL 545E PHOTOCELL,TO COINCIDE WITH THE FOLLOWING HOURS i t73.5' OF OPERATIONS AND COMPLY WITH THE TOWN OF GRP�SS PAYERS SECTION � � 3 SOUTHOLD CODE SECTIONS 172 OUTDOOR LIGHTING HOURS OF OPERATION IN-SEASON 8am-8pm Installation of Grass ave2 Units F'AT#� ( }�'•,� PATH FRONT in OFF-SEASON 9nm-5pm p '� ,� ,�'�� A.Install the Grasspave2 units by placing units with rings facing up, �.'� . `% � ` '•, TOTAL LUMENS OF ALL FIXTURES-14,896 and using pegs and holes provided to maintain proper spacing and f s OVERHANG interlock the units.Units can be easily shaped with pruning shears or knife.Units placed on curves and slopes shall be anchored to the base course,using 16d Common nails with fender washer,as required FOOTCANDLE STATISTICS to secure units in place.Tops of rings shall be between 6 mm to 13 FIN.GR. mm(0.25"to 0.5")below the surface of adjacent hard-surface MIN. MAX. AVG. pavements. _ 0.00 2.25 0.31 B.Install sand in rings as they are laid in sections by"backdumping" MIN TURNING y WALL LIGHT directly from a dump truck,or from buckets mounted on tractors, 1. ... ....._.._.,... # ; NTS which then exit the site by driving over rings already filled with RADIUS=45' } sand.The sand is then spread laterally from the pile using flat t ) s bottomed shovels and/or wide"asphalt rakes"to fill the rings.A ' { 4,4' t stiff bristled broom should be used for final"finishing"of the sand. -�` MIN # NOTES. The sand must be"compacted" by using water from hose,irrigation heads,or rainfall,with the finish grade no less than the top of rings • Assuf 1m STEFRiNG ANCLF and no more than 6 mm(0.25")above top of rings. F,11;'�'}� OF RlC�tT �° � IS 28'4p Installation of Grass READ HEED ASSUk!ED TRAOTORITPAILER (Choose one paragraph below to meet grass installation method ANx . ' S desired.) A.Install thin sod directly over sand filled rings,filled no higher "" t +► OTR=CENTERLINE TURNING than the top of the rings.Sod strips should be placed with very tight x RADIUS AT FRONT AXLE joints.Sodded areas must be fertilized and kept moist during root establishment(minimum of 3 weeks).Sodded areas must be i protected from any traffic,otherthan emergency vehicles,for a period0 3 to 4 weeks,or until the root system has penetrated and { " established well below the Grass vet units. A®�O �O O oo O oo O 00 0 00 OI 0 B.Install grass seed at rates per grass type.A light"dusting"of t 1 commercial topsoil mix,not to exceed 1/2"(25 mm)can be placed � above the rings and seed mix to aid germination rates.Seeded areas + + + + + + must be fertilized and kept moist during development of the turf 0 0,00 0,00 0,00 0,00 0,0 0,00 00 plants. P 9 P + U` i'v` + + + + +� + + + + + Protection Q� 0,0 0,00 0,00 0 00 0.0 0 0 00 0.00 0.00 0, 1 00 0,00 (Choose one paragraph below to match grass installation method.) 1 " A.Seeded areas must be protected from any traffic,other than w E emergency vehicles,for a period of 4 to 6 weeks,or until the grass ` 3 + + + + + + + + + + {� �" is mature to handle traffic. %,• �0,�� 0,00 0,0 0,00 0,01 0,01 0,01 0,01 0,01 0°,01 0.02 0,02 0.02 0, 2 0,00 B.Sodded areas must be protected from any traffic,other than emergency vehicles,for a period of 3 to 4 weeks,or until the root . + + + + + + + + + + + + + + + system has penetrated below the Grasspave2 units. 0,00 0,00 0, 0 0.01 0.01 0.01 0,02 0,04 --1,06 0.08 0,12 0,1 0,10 0,0 0,01 INTERSTATE SEMI-TRAILER DESIGN VEHICLE SCOURCE:NEW JERSEY TURNPIKE AUTHORITY '00 '00 A r1 0, 0.05 07 .. 0,17 0.24 0.27 0,31 0,31 0.3 0,18 06 0.01 0,00 0, 0,18 0.45 0.57 0,66 0,65 0,68 0,60 0.49 0.35 0, 5 0,01 0 0,00 0,01 0, 0.00 0,00 01 0,01 0,02 0,12 0.33 0,50 1,07 1.50 1,06 1.23 1.14 0, 0.35 0,0 0,01 / N / 0,00 0,01 0,01 0,01 0,03 0,12 0,32 0 1,41 1,93 , 2 0,7 �35 _ • tl 0.01 02 0,04 05 0.04 0,1 0 0 0, 40 2 ' � r ENGINEER'S CERTIFICATION 0.01 0, 3 0,12 0, 0.31 0,39 0, -- , --� 1,39 �, ,,/ Roof 0 w (�tly) E � � "I HEREBY CERTIFY THAT THE WATER 5UPPLY(5)AND/OR SEWAGE DISPOSAL + + + + + + ,,� / �` SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME R MY 0,01 0,0 0,14 0,4 0 58 0,89 67 w / DIRECTION.BASED UPON A CAREFUL AND THOROUG TUDYOf THE"SOI / / SITE AND GROUNDWATER CONDITIONS,ALL FACI �rts `d5 PROPOSED,-'; CONFORM TO THE SUFFOLK COUNTY DEPARTMEN OF HEALTH SERVICES + + + + + + // Y� "� �' CONSTRUCTION STANDARDS IN EFFECT AS OF ZS;6ATE", 0,01 0.0 0,16 0.36 0,72 1,24 `� + + + + + + S 0.01 0.01 0.13 0.40 0,81 1,54 POSED r HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n PRO THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 + + + + + B T SALES & 0,01 0,14 0,41 ,72 1,21 1, BUILDIN „ RAGE i DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 W M ST�FA_9,6515F N NO BASEMENT - f ' SURVEYOR'S CERTIFICATION + + + + N 0,02 12 0,44 0 1,3 �. .a 0,01 013 0.34 0,76 0.99 1,5 _ �` c LLL , C 0.01 0, 6 0132 0163 1,03 1,62 RAss LL-L _LLL / + + + + + + AVERS -L - 4; f OVER-RUN _L 0,01 0,0 0,21 0,52 1,00 1,74 59 0,23 0,02 0,01 LLL �° ah.et-� ' , I1 !1 LLLLL � HOWARD W.YOUNG,N, .5.L.5.N(: 45893 0,01 '15 0, A 1,56 1, 2 1.33 1,64 1,50 1,80 1,68 1,74 1.14 068 0,28 0.04 0,01 ASS PAVERS •.LLL ® <F,' OVER-RUN / + + + + + + + + + + + + + + + + 0,02 0, 2 55 1.43 1,67 1,40 1,39 1,35 1,39 1,20 1,03 0.73 0, 5 0.37 0.09 .01 �/ MAP PREPARED FOR 6 _LLL + + + + + + + + + + + + + + + 6' �' LLLL_ , PECONIC WATERSPORTS 0 01 42 0,62 0,89 0,81 0,82 0,95 0,72 0, 0 064 39 32 0,17 011 02 '• �; � �LLL,LLa r L_L.t_ + + + + + + + + + + + + + at Southold, Town of Southold 0,01 04 1 0,18 128 0135 0.38 0,41 0,4 0,3 0, 0, 5 0, 6 ,1 °"P\, Suffolk County, New York 2 0,08 0�04 0, 1 - ti o + + + + + + + + + + LIGHTING & CIRCULATION PLAN 0,01 0, 2 0,02 0,09 013 14 15 0,14 0,12 04 0,02 0,02 0,01 0,01 0,0 / f K County Tax Map District 1000 Section 55 Block 05 Lot 9.1 0,0 0,01 0,03 0, 0,03 0,02 0,01 0,02 0,01 0,01 0,01 0,01 0,01 0,00 0,00 0,00 ,�' e' P ' +� MAP PREPARED MAY 18,2023 + + + + + + + + + + + + + + + , - �� Record of Revisions 0,00 0,01 0,01 0,01 0,01 0,01 0.01 0,01 0,01 0,00 0,00 0,00 0,00 $4 `-- -� DATE REVISION �e_; :. _- PB COMMENTS JUNE 13 2023 0,00 0,00 0,00 0,00 0,00 0,00 00 0,00 0,00 0,00 0 00 0,00 0 00 0,00IQ �;' :..: •:,. ' `.'... :;` PR COMMENTS JULY 03 2023 PR COMMENTSJULY` ' ` SCDHS NOIA#1 JULY014 2023 MULTIPLE AUG.16 2023 + 0,00 0,00 0,00 0,00 0.00 0,00 0,00 0,00 SCDHS NOIA#2 OCT 03 2023 N m LIGHTING PLAN SEMI-TRAILER CIRCULATION PLAN 20 0 10 20 40 60 °• SCALE:P=20' SCALE: Y=20' Scale: As Shown JOB NO. 2022-0135 DWG. 2022_0135 sp2 3 OF 5 () 1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)d CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 11c101 tel. 631.'12'7.2305 fax. 631.727.0144 SPECIAL NOTES FOR PG BINDER AND MIX DESIGN LEVEL GON5TRUCTION NOTES admin®youngengineering.com REOUIREMENT5 OF THIS NOTE APPLY TO ALL SECTION 402 AND SECTION 404 ASPHALT ALL BROKEN CURB AND ALL CRACKED,BROKEN,OR NON-COMPLIANT (HMA AND WMA) ITEMS IN THI5 CONTRACT GOLD MILL EXI5TIN6 PAVEMENT E SEAL JOINT I SIDEWALKS ALONG THE PROPERTY FRONTAGE SHALL BE REPLACED / PG 1 BINDER IN ACCORDANCE WITH NYSDOT STANDARDS&SPECIFICATIONS. USE A PG 64H-22 (HIGH) MEETING THE REQUIREMENTS OF AA5HTO M 532, STANDARD EXISTIN6 NEW SAWCUT EXI5TING PAVEMENT AT THE EXISTING TRAVEL I Howard W. Young, Land Surveyor SPECIFICATION FOR PERFORMANCE GRADED ASPHALT BINDER U51NG MULTIPLE STRESS PAVEMENT PAVEMENT I LANE LINE FOR ENTIRE LENGTH OF PROPOSED CURB I / Thomas G. CONSTRUCTION,AND RECONSTRUCT SHOULDER A5 5HON(N E. Adam t, Professional Engineer CREEP RECOVERY (M50R), FOR THE PRODUCTION OF HOT MIX ASPHALT MIXTURES FOR 7HI5 i ON PLANS. N / Douglas E. Adams, Professional Engineer PROJECT. TERMINAL BLEND CRUMB RUBBER MODIFIER MAY BE USED FOR THIS PG BINDER. PROPOSED MILLING OF TOP I NEW 5HOULDER MOUNTABLE CONCRETE 1� Robert C. Tost, Architect WHEN TERMONAL BLEND GRM PG BINDER 15 USED, THE FOLLOWING SHALL APPLY: ASPHALT 12"MIN. I 4'MIN. CUF15 TYPE M-100 / .., �/ � Robert Stromskl, Architect I-o OVER CRUMB RUBBER PARTICLES SHALL BE FINER THAN 330 SIEVE SIZE. SHOULD 0..EXTEND 6 CONTINUE I EXISTING DYED STAMPGRETE THE GRM PG BINDER SHALL BE STORAGE-STABLE AND HOMOGENEOUS. ASPHALT SLOPE r PAVEMENT EXISTING 3 THE DYNAMIC SHEAR RHEOMETER (DSR) SHALL BE SET AT 2-mm GAP. SLOPE 114' -5/4"/FT. r THE GRM PG BINDER SHALL BE 9Q% FREE OF PARTICLES RETAINED ON THE 600 um SIEVE I ` ` ' AS TESTED IN ACCORDANCE WITH SECTION 5.4 OF M 332. �i' �) -'` USE OF POLY-PHOSPHORIC ACID (PPA) TO MODIFY THE PG BINDER PROPERTIES PROHIBITED FOR MIXTURES CONTAINING LIMESTONE, LIMESTONE AS AN AGGREGATE BLEND EXISTING ' /j I ./ NCO COMPONENT, LIMESTONE A5 A CONSTITUENT IN CRUSHED GRAVEL AGGREGATE, OR BASE ( ',; \r I �/ •'' ��J� �0� RECYCLED ASPHALT PAVEMENT (RAP) THAT INCLUDES ANY LIMESTONE. THIS PROHIBITION d ;`: OFFSET .� / SNOW STORAGE AREA CONCRETE 5IDEWALK AREA rr �a ALSO APPLIES TO THE USE OF PPA AS A GROSS-LINKING AGENT FOR POLYMER �' b, 5'-0° �� MODIFICATION. n .Q S /6 F� �, �`` R5-1 40.40 a°o: ° 40.07 MIX DESIGN II�E AL = 7.4 MILLION. 2" TOP COURSE /' /�' ,s' POF ��C` 30"x30",.�' 40.10 40• 40.0Q NO THE MIXTURE DE516N5 MUST BE DEVELOPED IN ACCORDANCE WITH THE GRIERIA SPECIFIED 2. DEPTH TO BE INCREASED 4 BINDER COURSE P QP 40.1 40.4I✓J��G�P C1�0 IN THE HMA ITEMS THAT ARE APPROPRIATE FOR AN ESTIMATED TRAFFIC LEVEL OF < 30 BY REGIONAL PERMIT ENG. T b" BASE COURSE (IN TWO 3" LAYERS) ENTER p��,� MILLION ESAL'S. 5" (3 LIFTS) IN AREAS WITH /.•. �� O�0 �P pL� HIGH TRUCK TRAFFIC b SUBBASE •�`�P .� P� S�� \ �'�� ,h0� TACK GOAT REQUIRED BETWEEN ALL ASPHALT LIFTS B/ �G12 �Gv P� �..:~ ASPHALT PAVEMENT GON5TRUCTI ON � �� tiy� °�� 39 96 I. ASPHALT PAVEMENT WIDENING WILL ONLY BE PERMITTED ADJACENT TO EXISTING FULL �a �P. c 40.95 Gd DEPTH ASPHALT PAVEMENT. WHERE THE EXISTING PAVEMENT 15 CONCRETE, CONCRETE SECTION of F J�t1`�� OCIQ� Q "� / 70 RI-1 WIDENING MUST BE USED. WHERE THE EXISTING PAVEMENT 15 COMPOSITE, A COMPOSITE „ WIDENING MUST BE CONSTRUCTED. P��P�Q N�`ZJ gp P // \ 30 x30 OURS, SIDEWALK ASPHALT PAVEMENT CONSTRUCTION / ��' pie p 0�2` G�� - a 5i c PROPOSED PAVEMENT SLOPE SHALL MATGH CROSS-SLOPE EXI DIFFERENT NG PROVIDED THE SLOPE WILL BE 5 E�` / ASPHALT ° 38.80 STOP 2. THE EX15TINC7 PAVEMENT 15 (WITHIN COUNTY RIGHT OF WAY) oJ� % ' �� 1. 3/I6"/FT. MINIMUM AND 3/8"/FT. MAXIMUM. WHERE A SLOPE WITHIN THIS RANGE CANNOT BE NT5 �,/ .• 3 E�Og�c 3995 M OBTAINED, RESURFACING OF THE EXISTING ROADWAY TO CORRECT ITS GRO55-5LOPE MAY ° i �` L L I BE REQUIRED BY THE REGIONAL PERMIT ENGINEER. B OR5 �QE P 39�� /'. 4o.2t%/ cZ LILL / TABLE 3 x 0 �.11 LL ! MOUNTABLE \\ 00 N T NG�p� Z�// 0.15 I_LI. s CONCRE TE EN �'23 +38.66 �OSp 3990 _L� MO ABLE JE �Li i CONC TE 9"MAX. S\ 75 ILL L"I 'CURB 7" 2" O�1Gp p`N� PNG PROPOSED 39.50 1_Lt..l GRASS I 2" C OJT � ELECTRI � "PAVERS ° R�NE`I I m SERVICE ({I OVER S SERVICE _ 3).70 S .° I PROPOSED GA + a9 ,• " (_L:1.. GRASS PAVERS 15 ;. <�..,. i', C� t. " 40.50 Ln z ou= :,"-`N� Z cn 3 R`RUN q0 <. 40.25 0 w .8 40.5 ;._t_t. OVER 2 W 39.39 40.28 ETi 1 t.39 W - 6" Y 15, 1._I. ..I. + i { t� L..1•.L_ j(/ , o / •, ~k'Yp• Q U ' �� I-«L_ LLL.L.L.L.L.L \ 3 a ". :, o = 40A4' L. LI-LL.LL O 1 N .` 39.83 i 40 25 CP 19 L..L.i..l_I O *" 40 00 F 40. m .A / \�_�2q�1 ., -" ° N o- w 40.02 A .PNALT ` FE 1 4070 o / f r1E� Pie 'po 39.77 0UNTABLE P �."' 40.50 40.20 40.90 G m G C NCRETE 5 PROPOSED 40<90 40Ao ` m -+ 3 �R W TAR1 40.00 40 40 N � i SING WA 38 2+ C m SADdI 40.90 W EXIT RVICETOgE 40.20 hySSEM 16'oHD 40.65 CAST-IN-PLACE CONCRETE CURB sEABANDONED \395 o F NR4 16•OHD 40< 38.18 0 W AIR `L 39.� f TYPE M-100 ME`ER v c� (MOUNTABLE CURB WITHOUT CURB ANCHOR) (POSED \ gOLLARDP� O 40. 0.30 0+ 3s o END 4p 6 T NT5 PR W A`ER (Tl TS m 400, 4.... .R, CONCRETE CURB GRADE BREAK TO BACK OF CURB CURB RYPJ SER\.CE OW p _ �i ^35,1ra `: _ ,o BEGIMOONTABLE - LESS THAN 5'-0°-- m j2C)OFaOR• CONCRETE CURB 24" MIN. m ` - UN R 01 A • -�-'- '' - �o lti?,..+sr.r,,},,,e>;•,,, ,,- C31 1. (..} +37.94 0 �I ti ) CON�01 I 0 '�,; `•': .; ,' ::: DROP CURB WO k� �•� PANEL \ +38.4-8 STOR GRADE BREAK AT BOTTOM Of RAMP WARNINOCNSUR E LOCATBDLE i + + TRUNCATED DOME DIMENSIONS > PROPOSED 2 DIM. MIN. (IN) MAX. (IN) v \ OAT cJALEs & 1 +3 7 AT BACK OF CURB _ N DETECTABLE WARNING A B A t.6" 2.4" r. +38.75 v B C t)T --� \ - --- B 0.65" 1S" )/�' MAX. ,, . � �< CRETE o GG. BOIL /� � � � SURFACE PLACEMENT OPTION 2 (, O CON RA C F } + C 50% -65% OF 0 DIM _ 1 EADER 9- \ _ 1 51 �� STO 5 �� ENGINEER'S CERTIFICATION D 0.9" 1.4"_ -ASPNA '� GF A'9,6 o NO BASEWENT ��\ "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL 40.50 SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME O; t&bEP MY-, STONEBLEND BEGIN FFEL= WATER I N DIRECTION.BASED UPON A CAREFUL AND THOROUG• STUDY OF THESOIL, 40.15 39.95 0 CONCRETE \ ISTtNG MOVE / 0 0 39.90 39 70 40.9 S RVICE TO BE RE K SEE SHEET 3 OF 9 PLAN K(COUNTY EPARTME NDITIONS,ALL CIf&I 4 S,T'AS PROPOSED, FOR RAMP SIDE OPTIONS 3 / _ OtI;H TH.SERVICES E SITE AND GROUNDWATER 0 40 CURB E CONFORM TO THE SUFFOL N'F EAL EK11� ----- p o N 0 40.00 NG2 - - - CONSTRUCTION STANDARDS IN EFFECT AS OF IS'DRTE° S�.LWAL . ,. / -SIDE FLARE (TYP.) C 0.2" I/4" - I/2" MAX. BUFFER ZONE 1`� / (SEE NOTE 23) -►f--f� 1 .,'.`,;'.1' �' U "s 39.75 EXIT BUILDING ��' -� � -,, STORY . (� �_-- `9 0 To BE REMOVED/ 7_o�� CMF37.92 37.99 a, FFL a Ile SECTION Er.�.+:,,. a.y .� ��1 •„ '-^'_ -- ' �i'' -` --- ",97.so 1 78.1 pHD 16'oHD 11 HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n _ < \\ VERTICAL SURFACE DISCONTINUITIES `40 1 16 ;:•``' o THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 DETECTABLE WARNING SURFACE (DIMS) 0. 1 k. "' p 90 ' 1 S OOUGLAS E.ADAMS N.Y.S.P.E.N0.80897 a RAMP \` OSsy�� ) TRUNCATED DOME DETAILS SEE NOTE 6 ON SHEET 1 OF 9 4p 40 11 SEE DETECTABLE NARNING ��CLEAR SPACE I , u i PLACEMENT DETAILS ON SHEET 2 OF 9 <� (SEE NOTE 29) 39.88 39 48 39.63 s CURB RAMP DETAILS N OUNTABLE 111 END 111 A 'p 0 SURVEYOR'S CERTIFICATION N� O M TE CURB �� ) STONEBL I 1 D 37.os La THE DESIGN FOR THE PROPOSED HANDICAP SIDEWALKS,CURB RAMPS AND DETECTABLE WARNING SURFACE SHALL O CONCRE BOLLARDS 1 __ ---)3 c o CURB RAMP CONFIGURATION: TYPE 1 CONFORM TO THE CURRENT STANDARD SPECIFICATIONS SHEETS OF THE NEW YORK STATE DEPARTMENT OF _ - "' _ / 1 39.69 TRANSPORTATION(NYSDOT)REFER TO"SIDEWALK AND CURB RAMP DETAILS"608-01 SHEETS 1 THROUGH 9. - ~f 39.55 i' �� 11 _ �- - AC ~ p c3o Dr (ti N� 39�5 39 30 39.37 �� f� ;\ 3s.2o CP / - - T Q O m'< `� c�2f; ".'.}:''•y C • 39.12 ; t ' z NIN _ +37.46 ! l --- I I ,+37.64 �� Zl� 4S C13 3S.32 F _ �� HOWARD W YOU Y S 4 oa�.wasEwot� 3:� � �' 3 YOUNG, . . .L.S.N0. 5893 , g 07 G N � . MOUOTABCRETE CULE RB _ CON STEP 3 »a ` -ARC TANGENT �� STING SANTTARY -RON BUFF= R E SNg;' � POINT (TYP.1 c _ MAP PREPARED FOR STRUCTURE'VU,ACCORDON� -�RANSI P - -- MAP PECONIC WATERSPORTS r TES P 2 , _ OR WITH S STANDARD - SCDH STEP 4 $, ,� , P' 1 " WDF 15 00, PRO E FT. n STEP 5 g1` 1 ' POSED �' STpCKAD FENCE RADIUS = "R" at Southold, Town of Southold RADIUS - "R" STEP 6 g8V16�50"W Suffolk County, New York (SEE TABLE 6) v CORNER , CORNER , DRIVEWAY ARC TANGENT n F, ANGLE ANGLE OPENING POINT ITYPJ N ` OUT IN LIMIT (TYPJ - CMF _ _ _ _ ,- - _ i - - _ - 36.68 ormerly COUNTY ROAD IMPROVEMENT PLAN 0 (SEE NOTE 19) OUTSIDE EDGE OF <, HIGHWAY EDGE _ / rmerl`f' C 1 obert John Bohn SHOULDER WIDTH `` '` OF PAVEMENT Robert G• - TRAVEL LANE - {0 LL R I ohri a F-f -�-_ -'-- =' noW or Go., 1 &carol Ann B County Tax Map District 1000 Section 55 Block 05 Lot 9.1 - - -- -------- --OFFSET LINEerprlses 80 Bohn ing use R-80 a »X DRIVEWAY / Quad Ent use R, I ZOn OUT IN OFFSET Zoriln9 MAP PREPARED MAR.29,2023 TRAVEL LANE 1 WIDTH DIRECTION OF TRAVEL INTERSECTION POINTS t11 1 Record of Revisions REVISION DATE DESIGN ELEMENT TOLERANCES PB COMMENTS JUNE 13,2023 INSIDE EDGE OF OUTERMOST TRAVEL LANE (EQUALS THE CENTERLINE OF 2-LANE HIGHWAY) I DESIGN AND FIELD LIMIT FOR WORK PB COMMENTS JULY 03,2023 1 ELEMENT LAYOUT LMT ACCEPTANCE PS COMMENTS JULY 07,2023 RADIUS LAYOUT I SIDEWALK CROSS SLOPE - SEE NOTE 12 1.5% MAX. 2.0% MAX. SCDHS NOIA#1 JULY 14,2023 VALID FOR RESIDENTIAL OR MINOR COMMERCIAL DRIVEWAYS SIDEWALK GRADE (RUNNING_SLOPE) - SEE NOTE 11 4.57. MAX. S.OZ MAX. MULTIPLE AUG.16,2023 (FOR THE VALUES OF "R" AND "X" SEE TABLES 6 AND 7,RESPECTIVELY) CURB RAMP GRADE (RUNNING SLOPE) - SEE NOTE 21 7.5%MAX. ! 8.3%MAX. SCDHS NOIA#2 OCT.03 2023 BLENDED TRANSITION GRADE (RUNNING SLOPE)- SEE NOTE 7 4.5%MAX. 5.OY. MAX. ALL VALUES SHOWN ON THE 608-M STANDARD SHEETS REFER TO DESIGN AND FIELD LAYOUT LIMITS. a o FOR ADDITIONAL REQUIREMENTS AND TOLERANCES,SEE "CRITICAL ELEMENTS FOR THE DESIGN, LAYOUT, 0 DRIVEWAY DETAIL AND CONSTRUCTION WEBSI OF PEDESTRIAN FACILITIES" AVAILABLE ON THE NYSDOT HIGHWAY DESIGN MANUALCHAPTER 18 20 0 10 20 40 60 THE DESIGN FOR THE PROPOSED HANDICAP SIDEWALKS AND CURB RAMPS SHALL CONFORM TO THE CURRENT03 Scale: 1„ - 2�' STANDARD SPECIFICATIONS SHEETS OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION(NYSDOT) REFER TO"RESIDENTIAL&MINOR COMMERCIAL DRIVEWAYS"608-03 SHEETS I THROUGH 9. JOB NO.2022-0135 DWG. 2022_0135_sp2 4 OF 5 ()U14AUTH1 ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR-5 INKED SEAL OR EMBOSSED SEAL SHALL NOT RECONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED ORIZ ED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)d CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York II4101 tel. 651.727.2503 fax. 631.727.0144 odmin®youngengineering.com - MI N. EXI5TIN& STONE- PAVEMENT 2 EXISTING / �/ M 0,5 > g y Howard W. Young, Land Surve or GROUND S.� PAVEMENT 0$ �' Thomas G. Wolpert, Professional Engineer x \/ Douglas E. Adams, Professional Engineer Robert G. Tost, Architect N i:i.. / 40 40 400:0'.. 40.07 / Robert Stromski, Architect z MOUNTABLE BERM ' 40.10 FILTER CLOTH (OPTIONAL) gqpp ao. 4o.og' P�Q PROFILE / �/ p�\OON 3 \_ 40.416��G�ti�a� N 50' fG9 ° ��o� 's" 40.26 � _f rti � DRAINAGE DESIGN CRITERIA & CALCULATIONS MIN. ��1i G P� 39.9 , o) �. P� i / 1 �40.95 GO V=A R C WASHRAGK N z �' �' �(�`��`\_G, Q,O �1 9 T7 c,b,3. i 40.70 �y J A=AREA OF TRIBUTARY(S.F.) R=RAINFALL(FT.) C=COEFFICIENT OF RUNOFF (OPTIONAL) V\_"\` � ��Ptt`QGc - o�`' 40 6 HIGHEST EXPECTED GROUND WATER EL=7.0. G� �P 51 NOTE tr r 40.13 �•/ 05� / �` pNALT 38.80 "> ALL CONNECTING DRAINAGE PIPES ARE 15"DIAMETER HDPE. EXISTING , i AS EXISTING ` 3s.81 v ..�.' -CyOtR�E PAVEMENT GROUND "�' ArsGfEUAT1=; °" 39.95 ' ,. i �� GENERAL POLLUTION CONTROL MEASURES TRIBUTARY AREA#1=9,903 SF .r �! •.--•4' Y �, •,: • �' ' f:• ° QE 3 IN ACCORDANCE WITH THE PROVISIONS OF THE NYSDEC GENERAL TABLE REQUIRED VOLUME MO TE CURB STORMWATFR PERMIT,STORM WATER MANAGEMENT AND EROSION AND � P CRE S ASPHALT/CONC.: 5,373 S.F.x 2112 x 1.0 =896 C.F. �GJR�� • 325 ILT 4010 '-� CON SEDIMENT CONTROL MEASURES INCLUDING,BUT NOT LIMITED TO,THE - <• 2 i 5 Ge 39.9 MOUNTABLE ING FIELb#1 Ep FOLLOWING SHALL BE EMPLOYED DURING CONSTRUCTION: ROOF: 2,649 S.F.x 2112 x 1.0 =442 C.F. I I PLAN cv r �,,i3ss i +38.ss , TE CH bE LAWN: 1,881 S.F.x 2/12 x 0.10 - 31 C.F. �� t: CO RgRE USE, bIA'X 7 1.EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED(BY TOTAL REQUIRED = 1,369 C.F. + i. .'.. ,.� 11 3975 �' I SS ( INSTALLATION OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS) PROVIDED VOLUME DRAINAGE TO SEDIMENT�8 CB# • 39,50 GRA AND SHALL REMAIN UNDISTURBED. TRAPPING DEVICE 039.5 39.50 PAVERS USE:LEACHING FIELD#1 SEE NOTE 8 d a . 39 GRAB°35 04 CN ,� OVERRUN - (3)POOLS 10' DIA.x 7' DEEP = 1,437 C.F. IE= 2,CLEARING AND GRADING SHALL BE SCHEDULED 50 AS TO MINIMIZE THE - 39.707s \ r _ 9.46 W r EXTENT OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE 3940 # GRA55 PAVER g015 �' 40.50 N TRIBUTARY AREA#2=5,451 SF EXPOSED.GRADED AND STRIPPED.AREAS SHALL BE KEPT STABILIZED CONSTRUCTION NOTES "" y e; 8 0 _L LL OVERRUN ==" = 40•25 o THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED.SEED MIXTURES REQUIRED VOLUME 39•90 c TEST HOLE DATA SHALL BE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE ROOF: 1,397 S.F.x 2/12 x 1.0 = 233 C.F. 39.59 } LLL -t I. STONE SIZE -USE 2"STONE,OR A RECYCLED CONCRETE EQUIVALENT. " 39.3 i; 0. L_LLL L: ; 2. LENGTH-NOT LESS THAN 50 FEET(EXGEPT ON A SIN6LE RESIDENCE LOT WHERE A 50 LI_[._L.,...... l...L..i_. - RECOMMENDATIONS.IN AREAS WHERE SOIL DISTURBANCE HAS ASPHALT/CONC.: 2,830 S.F.x 2/12 x 1.0 =472 C.F. FOOT MINIMUM LENGTH WOULD APPLY). �' L.-E...2-. L_L.._L L.I_L.L_i � F, Q McDONALb GEOSCIENCE LAWN: 1,224 S.F.x 2/12 x 0.10 = 20 C.F. I._I_ L LLLL..-L t N 11/15/22 TEMPORARILY OR PERMANENTLY CEASED,TEMPORARY AND/OR PERMANENT 3. THICKNESS-NOT LE55 THAN b 4 • s 4 /" � o SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR TOTAL REQUIRED =725 C.F. 25 _.LI._t_L.t 4. WIDTH- 12'MINIMUM BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR 39.83 i 40'00 4 i. �.a, Oo N p � EGRESS OCCURS. 40. k % Q,p t31 o O MIXED 0.0' IMPLEMENTED WITHIN SEVEN DAYS. PROVIDED VOLUME 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. / �1 2 ASPNALY 1 40.70 [� Py'Op �• P z SANDd b. SURFACE WATER-ALL 5URFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION Q 7 \ 0 ._ W -F+ LOAM USE:LEACHING FIELD#2 ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL,A ' (� �Q 40.2 �� 'ti O to D O 1�: 3.THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. / �rG�gRP 'pa O T r 50 0 40.90 - c -s BROWN TO REDUCE RUNOFF VELOCITIES.RUNOFF SHALL BE DIVERTED AWAY FROM (2)POOLS 10' DIA.x 6' DEEP = 821 C.F. T. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL GAR p� E 40• e 40.9 40 40 m 0 uhi N (ML) CLEARED SLOPES. PREVENT TRAGKING OR FLOWING OF SEDIMENT ONTO PUBLIG RI6HT5-OF-WAY.ALL SEDIMENT NGIw 0 40.00 4040 SPILLED,DROPPED,WASHED,OR TRACKED ONTO PUBLIC RI5HT5-OF-WAY MUST BE REMOVED GO O1 1'r U 40.90 `� 2 0' TRIBUTARY AREA#3=10,177 SF IMMEDIATELY. t/��5�'I- �+ 38.82+ 0?0 / :d 40.65 YELLOWISH 4.SEDIMENT SHALL BE TRAPPED ON THE SITE AND NOT PERMITTED TO REQUIRED VOLUME 8. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED EVERY SEVEN("1) /� S �� D BROWN CALENDAR DAY5. y 39.70 +38.18 FINE ENTER ADJACENT PROPERTIES OR PUBLIC ROADS OR DRAINAGE SYSTEMS. ROOF: 3,193 S.F.x 2/12 x 1.0 =532 C.F. SILT 39.75 1O SAND SEDIMENT BARRIERS SHALL BE INSTALLED ALONG THE LIMITS OF ASPHALT/CONC.:447 S.F.x 2/12 x 1.0 =75 C.F. ��rl�i� TION (sP) DISTURBANCE PRIOR TO THE START OF CONSTRUCTION AND SHALL BE 39.50 INLET STONEBLEND:6,493 S.F.x 2/12 x 1.0 = 1,082 C.F. 5T,481LIZED GON5TRUCTION ENTRANCE 5 0 0.30 41.15 PALE BROWN 14.0' MAINTAINED UNTIL CONSTRUCTION I5 COMPLETE. LAWN:44 S.F.x 2/12 x 0.10 = 1 C.F. LET BOLA-ARb 40 3 0 30+ 39 END 40.65 FINE TO TOTAL REQUIRED = 1,690 C.F. NT5 IN (�vp) 40 30 _ CRETE coARSE 5.A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO coo CURB IN SAND PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL PROVIDED VOLUME IFF- - BEG sw O' G Y. ROADS.THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE USE:LEACHING FIELD#3 MOUNTABL ) 1 r0 b ROB CONCRETE CURB 17.0' SITE IS PERMANENTLY STABILIZED. CB# (4)POOLS 10' DIA.x 7' DEEP = 1,916 C.F. NO WATER GRA .30 30 b i'"'„" ENCOUNTERED 6.ALL RUNOFF SHALL BE RETAINED ON-SITE IN ACCORDANCE WITH LOCAL REGULATIONS AND APPROVALS.DRAINAGE INLETS INSTALLED ON SITE z ' \ SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF __ APPROPRIATE INLET PROTECTION. 0 i~ \ I� ---38------ f ( ?? t +37.94 7.THE FOLLOWING MEANS SHALL BE USED TO CONTROL DUST DURING USE DANDY SAG �A +38.48 CONSTRUCTION:A.WATER-DOWN ACCESS WAYS,STOCKPILES,AND SEDIMENT CONTROL DEVICE o 2 5-TOR� MATERIAL PRIOR TO LOADING; B.LIMIT ON-SITE VEHICULAR SPEEDS TO 5 AS MF6 BY DANDY PRODUCTS t 6„ROOF PROPOSED I MPH;C.PROPERLY COVER TRUCKS CARTING LOOSE MATERIAL AND OR APPROVED EQUAL BRAIN '` SALES & i + 87 CONSTRUCTION DEBRIS. +38.75 BOA gUILDII�IG SILT i ISAli �� i� 8.SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL G FIELbbE P ';ti�4� EIDER ST��A(�,651 SF \ REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY r . ° 051E..LE i�p A•X 6 AspNA O BASE�AENT STABILIZED.FOLLOWING PERMANENT STABILIZATION,PAVED AREAS &RATE GOMPLETELY� ;, POOLS FBI-END N c40.50 \COVERED BY (2) �� SHALL BE CLEANED OF SOIL AND DEBRIS AND DRAINAGE SYSTEMS SHALL HIGH-FLOW FABRIC •° I STONER BEGIN FEEL BE CLEANED AND FLUSHED AS NECESSARY. s 40.15 39.95 90 R CONCRETE i a` 0 0 39.90 39.70 40• B Co 9.PROPER MAINTENANCE OF EROSION CONTROL MEASURES 15 TO BE 40 40 CURB �! -- PERFORMED AS INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR N Q � g0.00 ��' _� - - 3 "' � 39 0 _ - PROLONGED STORMS.MAINTENANCE MEASURES ARE TO INCLUDE,BUT ARE PLAN -�, _ _� ---'" `� �'�/ ° 7: o �� cMF NOT LIMITED TO,CLEANING OF RECHARGE BASINS,SEDIMENT TRAPS AND FLUSH I NLET ° OAR c 3 -s I./IQ +� 37.92 DRYWELLS,CLEANING AND REPAIR OF SEDIMENT BARRIERS,REPAIR OF 'E-�- ` I +39.37 BERMS AND RUNOFF DIVERTERS,AND CLEANING AND REPAIR OF INLET G, 37.99 FFL PROTECTION DEVICES. USE DANDY BA6 SEDIMENT CONTROL DEVICE 40 40 __ ' 0 10.DURING CONSTRUCTION,THE CONTRACTOR SHALL COMPLY WITH ALL AS MFG BY DANDY PRODUCTS 40.90 LOCAL REGULATIONS CONCERNING THE DISPOSAL OF SOLID WASTE AND OR APPROVED EQUAL y=--"`--J m 4040 L4 DEBRIS AND TOXIC AND HAZARDOUS WASTE,AS WELL AS SANITARY 39.g8 3948 �� D#3 ,t 1 ' 75 SEWER AND SEPTIC SYSTEM REGULATIONS. 39.63 CHIN IEL o c USE:i�EA PIA x 7' DEEP Off'? N p � �,Q ' a, � o 11.CONCRETE WASH-OUT OF READY-MIX TRUCKS I5 PERMITTED AT THE PAVEMENT7 N CONC URB S (4y¢OOL510 EBLEND n La a � SURFACE b T E C BOLLARb STONE � o + 37.os , -+. DESIGNATED AREA. FLUSH `� a p 11 ��9 3 UNLESS OTHERWISE DIRECTED BY THE OWNER,THE CONTRACTOR IS INLET 39.155 7 o ` + - I RESPONSIBLE FOR MAINTAINING THE NECESSARY RECORDS OF 70 39.30 S1, 38.26+ cp p CONSTRUCTION ACTIVITIES,PREPARATION OF INSPECTTON REPORTS,AND 3945 3912 \`� r '-` 'y,° %/ I Z m REPORTING RELEASE OF POLLUTANTS TO THE PROPER AUTHORITIES AS NECESSARY TO COMPLY WITH THE NYSDEC GENERAL STORMWATER PERMIT. +37.4s ° ;;_ �, THE CONTRACTOR SHALL REPORT ANY REQUIRE[)MODIFICATIONS TO THE SECTION 31 �•. 1 C Q CB 1 -,1 SWPPP NECESSITATED BY FIELD CONDITIONS OR CONSTRUCTION )kTE_3807 'f1 ACTIVITIES TO THE ENGINEER FOR REVISION OF THE SWPPP WHERE `�� :, • :� G: m IE=34.07 1 p APPROPRIATE. 17LU5H INLET PROTECTION ` J +37.84 s NT5 3927 -- 3S07 ENGINEER'S CERTIFICATION 0 .47 -. MOUNTABLELE CURB "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL .� CONCRE SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OPVq[ Ek`MY DIRECTION.BASED UPON A CAREFUL AND THOROUGI+ T'Ij QY'OF TNE.50h, BUFF INLET _ SITE AND GROUNDWATER CONDITIONS,ALL FACIIlI'IES;AS PI�OPOSED,.I- NSITION E - �, 0- GTION CONFORM TO THE SUFFOLK COUNTY DEPARTMEN F`HEAL H',StRVICES- A CONSTRUCTION STANDARDS IN EFFECT AS OF S DA;TEk'n � TR IPF N 35.75 , 04 0CIA HAY BALE SILT r- it r- BERM SAND BAG ��NG� 150.00� PROPOSE E FENCE ,,►�, n ` /�r ~ .; i COMPACTED STOCKAb r ,,��+: �,!® ,a,,• �.? �- f # BAGKFILL c 50 W HOWARD W.YOUNG,N.Y.S.L.S.N0.45893n "� F WOOD FRAME n ` 3 SECURELY 58116 a ,n �4„s THOMAS C.WOLPERT,N.Y.S.P.E.NO. 36.68 DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 ;�_, PLASTIC FASTENED AROUND LINER� ENTIRE PERIMETER _ CMF ' or formerly Bohn, R WOVEN WIRE FENCE 'I.�, ., ! r{ormerhl �� 1 Ro ertof Ann g°n MAP PREPARED FOR _. i b John SECTION A-A SECTION B-B / now rises Co" 1 Bohn&Car 90 FILTER CLOTH/� d Enterp R-g0 Zoning use R- LATH AND FLAGGING '' Qua Zoning use I = PECONIC WATERSPORTS ON THREE SIDES ROUGH HEMLOCK 1 O TOP OF BERM FIR FRAME SAND BAG UNDISTURBED DISTURBED at Southold, Town of Southold EE AREA FLOW AREA -- - r Suffolk County, New York N z - �I SECTION EROSION & SEDIMENT CONTROL PLAN o HAY BALE WOVEN WIRE FENCE County Tax Mop District 1000 Section 55 Block 05 Lot 9.1 o ® 1 ON 8 SLOPE c PLASTIC MAX. a LINER MAP PREPARED AUG.16,2023 A A s ® B CONSTRUCT SILT FENCE Record of Revisions --� �. �;.:._.. .. -...-... .:R,:_:.:..:.:..::.:....•:.:.-_ FILTER REVISION-- -- - --� �-- -- AROUND ENTIRE PERIMETER DATE OF STOCKPILE X b` CLOTH SCDHS NOIA#2 OCT,03,2023 Q �0 Z - CONSTRUCTION NOTES ® - ® ® ® LE �_ I.PROTECTION OF STOCKPILES IS A YEAR-ROUND REQUIREMENT. STOCKPI GRADE 2.STOCKPILES SHALL BE LOCATED A MINIMUM OF 50 FT.FROM GONGENTRATED STORMWATER FLOWS,AND INLETS. B.WIND EROSION CONTROL PRACTICES SHALL BE USED ON ALL STOOGPILE5 BELOW GRADE PLAN ABOVE 61RADE PLAN A5 APPROPRIATE, 4.REPAIR AND/OR REPLACE PERIMETER CONTROLS AS NEEDED,OR AS DIRECTED BY ENGINEER. ELEVATION ,< 5.SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT ACCUMULATION REAGHS ONE-THIRD(I/B)OF THE BARRIER HEIGHT. - Z 20 0 10 20 40 60 CONCRETE Y4A5HOUT TEMPORARY 5TOGKP I LE J 51 LT FENCE NT5 NT5 NT5 Scale: 1° = 20' JOB NO.2022-0135 DWG. 2022_0135 sp2 5 OF 5 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY I5 PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. BULK SCHEDULE OF DIMENSIONAL REGULATIONS 400 Ostrander Avenue, Riverhead, New York IIQOI N tel. 631.'12�2505 fax. 6 2-1 31.7 .0144 N ° � admin®youngengineering.com - --,,- (GENERAL BUSINESS) / MINIMUM 4x , 4 PRINCIPAL REQUIREMENTS PLAN w �' E Howard W. Young, Land Surveyor LOT SIZE 30,000 S.F. 37,123 S.F. Thomas G. Wolpert, Professional Engineer �I LOT WIDTH 150' 150' Douglas E. Adams, Professional Engineer }� - ';s J LOT DEPTH 150' 247' oPo W �' , E � �� Robert C. Tost, Architect oar s �. ) / `5j °' �55/ FRONT YARD VARIABLE 69.8' LISA DRIVE �' ` ,� �,� O� �' SIDE YARD 25' 25.4' ti �' "� / �-�E �� """„� ,�•^"" .x \ BOTH SIDE YARDS 50' 71.9' Robert Stromski, Architect o� h ' 5 hb REAR YARD 35' 65.4' 30"x30" �� / b LANDSCAPED AREA 35% 36.9% SITE DATA w S l 9P�,� / fCIO j `- f - D"�Rr G � �0 PERMITTED MAXIMUM TOTAL AREA = 37,123 SQ. FT. PRINCIPAL DIMENSIONS PLAN ZONING USE DISTRICT =B(GENERAL BUSINESS) " •" /, qT P�gS��`TJ LOT COVERAGE 30% 19.5% * VERTICAL DATUM =NAVD(1988) -1- (Q�E5 BUILDING HEIGHT 35' <35' o• 4 CIO NUMBER OF STORIES 2 2 % R3 i KEY MAP - .� - - %�� ,��sv_Pc�g�� ,�� , 30"x30" PARKING CALCULATION / 11 �,,, GJ� JN�P � FRONT YARD TABLE PARKING REQUIRED SCALE: 1 -600' _ �`0�- ,, tr° 2 LEM •'; STOP SCTM# FRONT YARD Q /SpµALT BOAT REPAIR&SALES: 2,651 5F @ 1 STALL/250 SF =115TALL5 1000-55-5-7 62.6' STORAGE:7,000 SF @ 1 STALL/1,000 5F =7 STALLS �L I000-55-5-10 67.5' TOTAL PARKING REQUIRED =18 STALLS AVERAGE FRONT YARD=62.6' +67.5' /2=65Y I,30"x30" �� QP� 1 j'; AT :i ',,' ,LL_i t MOUNTABLE RB PARKING PROVIDED r1 J�6 Q vy 2Fj' �/ i ,,.L 1 LLL R16 CON CU i LL. % C ° oo NOT 3 l_LL BLE , R ASPHALT&STONEBLEND PARKING =18 STALLS �r - ENTER 'Z / /" �0� p LLL MOUNTA 60 O o--PLANT CENTER / , ' %/ 5S (G�`� �`_ LLL. CONCRE / �� AT,'' ,/' i' V LLLI_L CURB a / LLL RA55 + + PLANT ROW '; ! % L , ' , G 5 5-HS SECTION 280-48: USE REGULATIONS PAVER i -RUN oun�/Lyow, LABELED ON PLATER SPACING AS R I NOTES: (12)PUBLIC GARAGES,GASOLINE SERVICE STATIONS,NEW AND USED MOTOR O O O LABELED ON PLANTING PLEA � / .� AVERS ,�" / ,`, ` • 22 ' R33 LL '.%, GRA55 P N * REMOVE ALL PLASTIC AND WIRE LEGS. VEHICLE LOTS,VEHICLE SALES AND RENTAL,INCLUDING THE SALE OF y, i L_LLL R RUN 15 -+ REPAIR FACILITIES,ALL SUBRECREATION VEHICLES AND JECT TO THE FFOLAILERS AND OAT SALES,WITH LOWING REQUIREMENTS:ORY PLAN-SHRUB SPACING -LL d 0 * REMOVE ALL NON-DEGOMPO5IBLE CORDS AND BURLAP FROM THE ROOT BALL, IF ° ` Q' GOF ti PGA L LL LLLLLLLL� 6r % P PRESENT. PLANT SET AT ORIGINAL .' Q J g d - cn c- N 4- a)ENTRANCE AND EXIT DRIVEWAYS SHALL HAVE AN UNRESTRICTED WIDTH 0 PLANTING DEPTH , Q J� LL LL t_LLLL " �1 O * DO NOT GUT BURLAP FROM SIDES G I-LLI.-L (z� OF NOT LESS THAN 12 FEET AND NOT MORE THAN 30 FEET AND SHALL BE o o 0 0 /,r'i 3F� 2 w C�PQ�P�� lil o Ln N Q of THE ROOT BALL. LOCATED NOT LESS THAN 10 FEET FROM ANY PROPERTY LINE AND SHALL BE a�roratyiMo. xawa.-3" DEEP SHREDDED BARK MULCH 'i 2 ,��o T �,O Q�P� 1 r o * SET TOP OF ROOT BALL I" ABOVE 50 LAID OUT AS TO AVOID THE NECESSITY OF ANY VEHICLE BACKING OUT AL 5 - • Q FIN15HF-D GRADE. ACROSS ANY PUBLIC RIGHT-OF-WAY. Q� 11' ',` / Q q 5PH pS -- 1 w -t. to z _ —PLANTING BAGKFILL �`Q 4-OVA �`' Jp 1 O io y o I REMOVE ALL ACCUMULATED SOIL OR b)SALE OF USED VEHICLES OR BOATS SHALL BE CONDUCTED ONLY AS m w �+ � MULCH FROM THE ROOT GROWN AREA. N > ��0�P '.; ',,o MOUNTABLE �? WHERE SHRUBS ARE PLANTED IN MASS GVP ' CONCRETE 2 STALLS , ++ 25 4 to w N ACCESSORY TO THE SALE OF NEW VEHICLES OR BOATS. EXCAVATE ENTIRE PLANTING BED - . ' CURB g,��` 8' 9 e = dD XP 1 * REMOVE ALL WIRE BASKETS FROM c)VEHICLE LIFTS OR PITS,DISMANTLED AUTOMOBILES,BOATS AND SECTION 3-µ5 ;:,/ 1 ` 16'OHD y Q ROOT BALL, IF PRESENT VEHICLES AND ALL PARTS OR SUPPLIES SHALL BE LOCATED WITHIN A 16'°HD�' 6-OH BUILDING. Jp 40.0' ' DECIDUOUS TREE d)ALL SERVICE OR REPAIR OF MOTOR VEHICLES,OTHER THAN SUCH MINOR TYPICAL MA55 PLANTING LAYOUT LS q Jp 3-BS SERVICING AS CHANGE OF TIRES OR SALE OF GASOLINE OR OIL,SHALL BE /, , . NT5 / s �s cfl ° i� PF HOSE PROTECTOR CONDUCTED IN A BUILDING. / BOLLgRp5 q °? /� w END e)THE STORAGE OF GASOLINE OR FLAMMABLE OILS IN BULK SHALL BE CONCRE 2"x2" STAKE (3 WAY) LOCATED FULLY UNDERGROUND AND NOT LESS THAN 35 FEET FROM ANY _ sY. PF __ CURB BEGIN PROPERTY LINE OTHER THAN THE STREET LINE. NOTES: ._� d. `01 =o IG1:N LCURB 2 STRANDS NO. 12 GALV. PLIABLE f)NO GASOLINE OR FUEL PUMPS OR TANKS SHALL BE LOCATED LESS THAN 15 f;1 °'"Q -ROOF:0�1ER-:r ' ` ° / / CONCRETE STEEL WIRE (TWIST TO TIGHTEN) FEET FROM ANY STREET OR PROPERTY LINE. * REMOVE ALL PLASTIC 8 WIRE TAGS /, ' i of g ': �a_.-, �,5 / I g)NO GASOLINE SERVICE OR REPAIR SHOPS OR SIMILAR BUSINESSES ARE TO * REMOVE ALL PLASTIC CORDS FROM '' /_ ' /' '' 1:• '- // 111 TREE BALL, IF PRESENT �g :r, 1 46.5' 38.1' s,,; /,• ; EVERGREEN TREE BE LOCATED WITHIN 300 FEET OF A CHURCH,PUBLIC SCHOOL,LIBRARY, HOSPITAL,ORPHANAGE OR REST HOME. / /• 1 �` MULCH TO BE KEPT AWAY FROM * IN 6ROUPIN55 OF SHRUBS, EXCAVATE , /,', 1 AND BAGKFILL ENTIRE SHRUB BED AREA Z / % +, 1 ' TREE TRUNK 5uf1o11 County Department of Health Services w/PREPARED BAGKFILL MIXTURES. O =/� '; /,',f, ° 1 j'; ; (08 /, ° Approval for Construction-Other Than Single Family SHREDDED BARK MULCH ® 3" DEPTH 3" DEEP SHREDDED BARK MULCH J ,/� /`; ' 1 10_BS p SOIL SUAGER TOP W/MULGH Reference jtiio, C-23-0210 Design Flow 360 GPD W 1 x A� , ' SEp 2 STORy Use( ) Dry Retail&Storage PLANTING BAGKFILL MIXTURE 1 OPO s - ROOT BALL f 4 w _ - - _ �L 1 22 PR L�S 8l SCARIFY ALL SIDES OF PLANT PIT These plans have been reviewed for general con.ormance with Suffolk m . 5'- 1 BOAT SA G / "'f L5, `/ - PLENTIN6 BAGKFILL MIXTURE County Department of Health Services standards, relating to water p N Qw —i— : gull I supply and sewage disposal. Regardless of any •missions, 1 5F inconsistencies or lack of detail, construction is required to be in It µEA ALT J GFA=9,6FJ -` f ; z I I I 1 accordance with the attached permit conditions and applicable 1 ASPµ v NO BASEMEN �, '/ standards,unless specifically waived by the Department.This approval +, expires 3 years from the approval date, unless extended or renewed. TYPICAL SHRUB PLANTING DO NOT EXCAVATE LOWER THAN , ''` 51 BEGIN f 1 CONCRE ' ;''- r ; i BALL MIA. BALL DEPTH. 12/12/23 NTS 1 f or, D ' 1 CURB !' ` / cJ! BALL DIE. X 2 Approval Date 0 c os - - -- -- ENGINEER'5 CERTIFICATION 3 4' ,J, ` 1�1 CMF TYP I GA�I.. TREE PLANTING �, '�" " i - v I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL D 16 oHD / f NT5 SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME 0 ER- _ DIRECTION.BASED UPON A CAREFUL AND THOROUG kf �7F11 , PLA�NTINGs 0HEDULE � 5 ,.1 ilN 7g 1 16'oHD " _ c't SITE AND GROUNDWATER CONDITIONS,ALL FACI 5,�t R27P ' RECEIVED CONFORM TO THE SUFFOLK COUNTY DEPARTMEN CIF 14 A'L"TT EI�CES�'= ( e ° E c t CONSTRUCTION STANDARDS IN EFFECT AS OF IS ATE TREES , NA o DEC 15 2023 r. QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT o c g q.° 1 E = �• 5 o Sou* o Town m " N UNYA CURB w BLEND ! D -z TONE i Planning Board 3 AR ACER RUBRUM'RED SUNSET' RED SUNSET RED MAPLE 3"CAL B&B O !�. 0 CRE cl ARpS o 5 %Z 9 �n ,•' p :, ,1 BOLL ° AL WINTER ,U1. N = HOWARD W.YOUNG,N.Y.S.L.5.NO.45893n O t't 4 a�J?, �k 3 AT ACER TRUNCATUM'NORWEGIAN SUNSET' SHANTUNG PAINTED MAPLE 4"CAL B&B - 1 SEASON E ' ;; H N 3 — T �Al _ w RAG to HOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 Cl- 4 GB GINKGO BILOBA GINKGO 3"CAL B&B ' 0 STO 3_JD / : DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 `S ot1 9ctl3 9 LS LIQUIDAMBAR STYRAFACIFLUA SWEET GUM 3"CAL B&B 1 SELLS m = ' 1 10 5 '•' ' ° 56 TP THUJA PLICATA 'GREEN GIANT' GREEN GIANT ARBORVITAE 6' HT. B&B 1 g--� _' FILL GALV. STEEL PIPE. I-- � - p• FILL IN/CONCRETE * `s � �. SURVEYOR'S CERTIFICATION N PSEG RECOMMENDED UTILITY LINE FRIENDLY TREE. c; ,9 _ fTCI Nv. ---- i S tY SHRUBS M QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT ' / BUILDING pp[} p N , !- ..._"'1 /J /. TABLE, t ',',� � ��tW Cp.� ,r� 17- 13 BS BUXUS SEMPERVIRENS 'SUFFRUTICOSA' DWARF OLD ENGLISH BOXWOOD 7 GAL CONT / " ,/ MOUN CURB L •� i 1 N CRE / d ��.-�, C 4 HN HYDRANGEA MACROPHYLLA"NIKKO BLUE" BLUE HYDRANGEA 5 GAL COAT 5_µ5 $ ,' , /, tON, , , „'/ ' to O 8 HS HIBISCUS SYRIACUS 'DIANA' DIANA ROSE OF SHARON 5 GAL COAT f; ,', j N guFF.�R < 9 JD JUNIPERUS DAVURICA 'EXPANSA' PARSONI JUNIPER 5 GAL CONT / / f "�' ',/ ; ENS; O ; ' i 'F 18 OH OSMANTHUS HETERO PHYLLUS 'GOSHIKI' GOSHIKI FALSE HOLLY 4'-5' HT. CONT �d Sa pROp05E1�FENCE HOWARD W.YOUNG,N. 5 L.S.NO. 893 kJ l •`�� FLOWERS '` 1 5TOCKAD CORNER GUARD PLAN SYMBOL TYPE SIZE ROOT IGN 5SV16 50 W DOUBLE RO GREEN GIANT PF PERENNIAL FLOWERS AS SELECTED BY THE OWNER 5 GAL CONT THUJA pLICATA TAE) MAP PREPARED FOR (GREEN GIANT ARBORVI GRASSES & GROUND COVER , - CM now or formerly PLANTED 10' O.C. GAPPED NICONG. SYMBOL SEED MIX SEED RATE -- Ohn,Robert G- GROWN TO SHED - {ormer111 ��C 1 Robert John B Bohn WATER PECONIC WATERSPORTS LEM LOFT'S ECOLOGY MIXTURE 4 LBS.PER 1,000 SQUARE FEET i now or es�° " 1 Bohn&Carol Ann IRRIGATION _ - d Enterpr'S R-8C ' 70n;ng use R-80 at Southold, Town of Southold i Qua Ong use a"m �ALv. STEEL PIPE. Suffolk County, New York ' AUTOMATIC UNDERGROUND SPRINKLER SYSTEMS WITH RAIN SENSORS SHALL BE PROVIDED FOR ALL PROPOSED I ZOn 1 FILL W/GONGRETE N PLANTINGS AND LANDSCAPED AREAS. 1 FIN. GRADE 2 l j LANDSCAPE & ALIGNMENT PLAN 0 IRRIGATION TO BE LIMITED BETWEEN THE HOURS OF 7pm AND 12am. I„R N PAVEMENT o SURFACE FIN. GRADE GROWN TO County Tax Map District 1000 Section 55 Block 05 Lot 9.1 ca NOTES CONCRETE HEADER 6 �4j¢ / SHED WATER ' THE APPLICANT PROPOSES TO: PAVEMENT , /i MAP PREPARED AUG.09,2022 SURFACE r> ONLY USE ORGANIC FERTILIZERS WHERE THE WATER-SOLUBLE NITROGEN I5 NO MORE THAN 20 %OF THE TOTAL ` Record of Revisions NITROGEN IN THE MIXTURE; - O >- REVISION DATE ASPHALT ° 15 ) GONG. FOOTING USE A MAXIMUM OF 1 LB.OF NITROGEN PER 1,000 SQUARE FEET IN ANY ONE APPLICATION,WITH A CUMULATIVE PAVEMENT ° , STONEBLEND GENERAL NOV.10 2022 PAVEMENT ' MOUNTABLE CONCRETE GENERAL DEC. 12,2022 APPLICATION OF NO MORE THAN 2 LBS.PER 1,000 SQUARE FEET PER YEAR; ° t — CURB 4000 PSI EXPANSION I^ GENERAL MAR. 29,2023 6"x 6" WIRE MESH ° _° p. a" GENERAL MAY 18,2023 NOT APPLY FERTILIZER PRODUCTS CONTAINING NITROGEN,PHOSPHORUS,OR POTASSIUM BETWEEN NOVEMBER Ist REINFORCEMENT ' , k ' '- A . • JOINTS 20 O.G. _ PB COMMENTS JUNE 13,2023 AND APRIL 1st; ; - CONCRETE CURB 4000 PSI PB COMMENTS DULY 03,2023 EXPANSION JOINTS 20' O.G. PB COMMENTS JULY 07,2023 6"STABILIZED / r: 5CDHS NOIA#1 JULY 14,2023 NOT USE PHOSPHORUS-CONTAINING LAWN FERTILIZER UNLESS ESTABLISHING A NEW LAWN OR SOIL TEST ELEVATION MULTIPLE AUG.16,2023 SOIL BASE �:�,. W SHOWS THAT THE LAWN DOES NOT HAVE ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE BOLD NUMBERS. ;!`ti' 8"�- SCDHS NOIA#2 OCT.03,2023 THE NUMBER IN THE MIDDLE I5 THE PERCENTAGE OF PHOSPHORUS IN THE PRODUCT,e.g.,22-0-15. USE OF PRODUCTS WITH 0.67 IN THE MIDDLE OR LOWER IS NOT RESTRICTED. PRODUCTS WITH A NUMBER HIGHER THAN 20 0 10 20 40 60 0.67 MAY ONLY BE USED IF A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST INDICATES IT IS NECESSARY. CONCRETE HEADER GONGRETE CURB MOUNTABLE CONCRETE CURB BOLLARD DETAILS Scale: 1" = 20' NT5 NT5 NT5 JOB NO.2022-0135 DWG.2022_0135_sp2 1 OF 5 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTYLINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRAN5FERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 5WEET AIR VENT GAP MFG BY TUF-TITE MIN FROM ANY .,, / / a `�'� Z'Veln, F / FUJIGLEAN 400 Ostrander Avenue, Riverhead, New York IIQOI DOOR OR WINDOW) / CEN-5ERIE5 UNIT tel. 631.72'1.2305 fax. 651.72'i.0144 0 odmin@youngengineering.com 4" PVC a 4" PVC ® '� at � .„ / �' INLET ADAPTER 45 OUTLET SOLVENT 4 i� y�yyolm� 2.00% MIN. 1.003o MIN. � - ,�"``� `�'''� �' 40 A0 40: .. 0 40.07 / WELDED TO 4 " LONG RISERS 8 COVERS �' ' 40.10 Q b. STUB OF 4" SCHEDULE WITH SAFETY LIDS HEAVY DUN AND ` �6 40 4o.og P� Howard W. Young, Land Surveyor 2 STORY ? MFG BY TUF-TITS OR PRECAST �/` - r 9� g� gv 40 PIPE CONNECTED TO Thomas G. WOI art, Professional Engineer BUILDING APPROVED EQUAL LOCKING CAST IRON . . 40•1 J� �P '0 GAPPED VIA 4 SCHEDULE 40 FUJI GLEAN GEN UNIT P g COVER TO GRADE TOP SLAB .�' , y 40.4�, G 6 �, -'f�,/ L� C� ti� N ADAPTER 8 PLUG OR GAP Douglas E. Adams, Professional Engineer FFEL=40.50 RIM=40.25 OR DOME RAP G ,r ' y��/ ` " ��PQ�S� GAPPED VIA 4" SCHEDULE 40 RIM=39.80 � � P�0�� , ,. `X � Ys3 0 ��P p� �,`! GLEAN-OUT WITH b" ADAPTER 4 PLUG OR GAP Robert G. Tast, Architect ICJ( ��ti 40. i K'Lp�gti o��P SDR35 RISER Robert Stromski, Architect `` C AIR LINE-� P�� C39 96' IE-36.58 O `.e`" r '`', � \ 'f7 c Al c 40.1- i G0� �3° VENT ``' �'Q �1 1�0 ��' / 407 FUJIGLEAN INLET ADAPTER 45 HEALTH DEPARTMENT USE IE=36.11 IE=36.00 :, '` � `C` C�Q Q �. 5GALE: NT5 HOLE %=' . \`741 � V\ W ) E CONNECT 3" PVC VENT LINE IE=36.28 _ _ ` JR 4 40. 6 t e O G_ ---40 g1 t ; , � Suffolk County Department of Health Services TO VENT HOLE IN OWST SEE DETAIL FOR "' 6�Q� , O t /�� / » 4 M� f l � Installation Guidance FujiClean Schedule 40 PVC 45-Degree Inlet Adapter A v 1�Co� / ro a for Construction-Other Than Single Family OWT5 COMPONENTS „�' rj\" ��` , """ 40.1/ �- .''' C5� // Aspl IALT 38.80 1.The FuijiClean 45-Degree Inlet Adapter has(4)openings(3)inlets and(1)outlet.All of these will pp PROVIDE GLEAN OUT AT �, ', E ��V ,„.n " `39 6l i accept standard schedule 40 \ �p 39.11 / / u 2.The top of the Inlet adapter has a 6"opening that can be fitted with an 6'SDR riser pipe and cap as a r C-23-0210 360 G P D FACE OF BUILDING � '" \ .,, i / I L Reference No. Design Flow r„r I clean out. 39� •/�"-' ��•2 / 0 L LLs �� J Pt capped with a 4"schedule 40 adapter �,. `n (`IQ Q / • / _LLf q TABLE 3.Any unused entry ports slip the FujiClean inletwel adapter be AIR LINE TO BLOWER o r 3 ' N R� �/ G /y , O, / I=L �,' MOUNTABLE &plug,or a Schedule 40 slip cap that is solvent welded to a short stub of pipe inserted and solvent " RP G % 40.15 _LLL CONCRETE CUR$ S welded into the adapter port. Llse(s) Dry Retail & Storage J/ L 4.The FujiClean inlet adapter shall be secured to the FujiClean unit using a 4"long stub of 4"schedule 500 GAL. I/A OWTS 666 r ,ram' 3 0 23% 39.90 L - UN ABLE IELD#1 40 pipe that is solvent welded into fhe adapter outlet end and FujiClean inlet so that the adapter fits flush These plans have been reviewed for general conformance with Suffolk MDL. GEN-5 MFG. BY FUJIGLEAN USA �` �� / +38.66 _L_LL t MO rE ACl 1ING F DEEP z i-t CdNC USE:LE X 7' on the FujiClean unit. ` ;% ,r•/G m r / L�L OOLS 10' DT A' S.The installer shall ensure that the soil beneath the adapter Is backfilled and compacted sufficiently to County Department Of Health Services standards, relating to water iG ` L L "F3 CURB t3)P support the bottom of the adapter and prevent any settling or strain on the adapter or FujiClean unit. ;'✓`f Pp5ED 39.75 �LI I 6.Metal fittings,ppe,and caps are NOT to be used for installation ofthe adapter. supply and sewage disposal. Regardless of any omissions, G QRO ♦ C$t$1.1 39.50 _. L r- Vie" GP 7.Must install a cleanout to grade in accordance with the"STANDARDS FOR APPROVAL OF PLANS f t i 3 m ELEIC 39.50 „+''` ' PAVERS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY inconsistencies Or lack Of detal�, construction IS required t0 be 1n "' RESIDENCES"and the"STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR ' 39• 6 f G 39.88 " SERVICE r;RA�_35 p4 OVERRUN PROPOSED GAS SERVICE SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES." piping to the FujiClean inlet accordance with the attached permit conditions and applicable 70 B.Thefollowin areinstructbnsonhowtomakeasolventweldforattachi standards unless specifically waived by the Department. This approval BOT=26.00 39 AO T „ AVERS ,♦ --rt. ° adapter fittings. HYDRAULIC PROFILE _LL ssP_. 40.5 , LLL GRASS vN ao 15 �' '' /'- _ 5 N 1.Square pipe ends,chamfer and remove all dirt. expires _ }ears from the approval date, unless extended or renewed. f' 1 B I g 40,53 LLL OVER R 39,90t 40-2 G 2.Check dry fit of pipe and adapter.Pipe should easily go 1/3 of the way into the adapter.If pipe 39.59 y` 2a _ Lt ,,".,�"^, \ \ h bottoms,it should be snug. 12/12/23 39.3 40 LLL _ L 0 3.Use a suitable applicator at least f the sae of the pipe diameter.For larger size pipe systems, LL LLLL y J SANITARY LEACHING POOL I'm L L L t L LLLL _"F- TgUTAR ¢ use a natural bristle brush or roller. 314 SFSWA i>,P 40 44"'° L -LL LLL _ - LND ARy "'^ s 4.Clean pipe and adapter with a listed primer.(Do not use primer on ABS pipe and fittings.Use Approval Date 40.25 Cp 1,� LL� $O \ 00 O Clear Cleaner only!) 39.83 i 40 00 9� 40.19 m ♦ i- 70 / N S.Apply liberal coat of cement to pipe to the depth of the socket;leave no uncoated surface. O O 6.Apply a thin coat of cement to the inside of the adapter;avoid puddling of cement.Puddling CL DRAINAGE DESIGN CRITERIA & CALCULATIONS 40 02 ' pNAL / FE 40.70 tC py O q 3. p 'S can cause weakening and premature failure of pipe or adapter.Apply a second coat of cement to R-1`9 39.77 m A 40 Z) O _ -t+ the pipe. TABLE 0 O ti 0 Q to D O0 7.Assemble parts QUICKLY.Cement must be fluid.If cement surface has dried,recoat both V=A R C / NGUp6 ,o OUN TE 5' P SED 40.50 Q`� 40.90 40 40 �y t�l V% a• 3 Parts. A=AREA OF TRIBUTARY(S.F.) R=RAINFALL(FT.) C=COEFFICIENT OF RUNOFF C NCRE PROPS Q0°° 40 N a N 8.Push pipe FULLY into adapter using a%turning motion until pipe bottoms. SANITARY DESIGN CRITERIA & CALCULATIONS HEAVY DUTY AND z Q GWAR e l" sA➢�TARy 40. is 4p90 °' c tempe9. drauresipe and adapter WipeoHexcessherfor30secondstopreventpipepush-out-bngerat low NOTE SRN BE 38 2+ ° ^' l "+•Ent : .•---'= 40.65 LOGKI NG CAST IRON TRAFFIC EXI CE TO 1 40.2 hYs ;, 16'or+D p_ TEST HOLE DATA 10.Allow 15 minutes for good handling strength and 2 hours cure time at temperatures above 60 HIGHEST EXPECTED GROUND WATER EL=7.0. COVER To GRADE tV BEARING SLAB SE ABANDONED 39.70 F •1�NLET 1g'OHO 40 8 18 temp,eratures below 60 degrdegrees Fahrenheit before ees Fahrenhessure eit or with pipg up to 180 e abovi. e 3 Inches.DO NOT TEST er cure times may be required at SEWAGE DESIGN CRITERIA ATER 3\9�•�JJ5 m DA( R 45 oT McDONALD GEOSCIENCE AIR. ALL CONNECTING DRAINAGE PIPES ARE 15 DIAMETER HDPE. GROUNDWATER MANAGEMENT ZONE =IV(600 GPD/AC) W `ER 39• v n 11/15/22 NOTE:The set up/cure time is dependent on several factors.The pipe size,socket fit,ambient ME 0 30 4115 temperature,relative humidity,solvent cement used and the system operating pressure should all be TRIBUTARY AREA#1=9,903 5F WATER SUPPLY =PUBLIC \ ARp O 40 3 + 39 N considered when determining set up cure times. ALLOWABLE DENSITY=0.8522 AC @ 600 GPD/AC =511 GPD "=._ PROppSED 4 BOLL �P� 0 0 30 a END 40 65 MIXED 0 0 REQUIRED VOLUME m 40. - CONCRETE SAND& 20" WATER TS _ --„�. CON CURB BEGIN LOAM ASPHALT/GONG.:5,373 S.F.x 2/12 x 1.0 =896 C.F. D". 1•. z: DENSITY CALCULATION MIN. SERVICE oW ` MOUNTABLE BROWN 1'0 ROOF: 2,649 S.F.x Z/12 x 1.0 =442 C.F. p .: tl% 35:1 . _ CON CURB < �.- -, = OVER._.�• �: TE SILT LAWN: 1,881 S.F.x 2/12 x 0.10 = 31 C.F. RETAIL: 2,651 SF @ 0.03 GPD/5F = 80 GPD ui Cg#21 m z f ' •a_;)?O�F CRE (ML) t ,• . : �» r TOTAL REQUIRED = 1,369 C.F. STORAGE:7,000 SF C�0.04 GPD/SF = 280 GPD Q Ca GRAB-3030 30 rt l t 381 4 t YELLOWISH 2 0' X (� 4" DIA. 5DR35 PVC a Q IE° T BROWN _ PROVIDED VOLUME TOTAL DENSITY = 360 GPD Q 'I PIPE ® 1.00% MIN. --f Z o = w VEN :;. _ CAST IRON FRAME 4 COVER llllll WW � FINE eJ USE:LEACHING FIELD#i 0O N Z 2 F "`/ SAND _A,v'I p p p CAMPBELL FOUNDRY, PAT. NO. (3)POOL510' DIA.x 7' DEEP = 1,437 C.F. DESIGN CALCULATION 'a Q ►L z a o \� �� wER I -- - ___ - (5P) 8888888 340'i OR APPROVED EQUAL. QY f J` o - gggg RETAIL: 2,651 SF C�0.03 GPD/SF = 80 GPD ry Q lu Q c3f ( O °" 441 OL BL t \1 +37.94 0 -38 PALE BROWN 14.0' /�- ;, 0 0 TRIBUTARY AREA#2=5,451 SF FINE TO m Ca 0 M 4! CONS \ , o COARSE `r y REQUIRED VOLUME STORAGE:7,000 SF C�0.04 GPD/SF = 280 GPD w PANEL +38.48 ,1 SAND - ` Q v, 2 STOR� (S„� -' AOOHALT/GONG: 2,830 S.F.x 2/12 x 1.0 =472 C.F. TOTAL DENSITY = 360 GPD p QoJE� I 'q 4000 PSI PRECAST CONCRETE O ❑® 6'AON N p{2OP T SALE +3 . 7 17.0' - =" 0 LAWN: 1,224 S.F.x 2/12 x 0.10 = 20 C.F. Oj & ! BOX AS MFG. BY SUFFOLK DR p \ A - No wATER dJ :.z,._: . ;__ CEMENT OR APPROVED EQUAL. TOTAL REQUIRED =725 C.F. SYSTEM DESIGN o❑❑ IN+38.75 0 BC 6 G gUILD .f y ENCOUNTERED REQUIRED OWTS CAPACITY = 360 GPD ®❑® G FIELD#2 CONCRp�R > STORAGES TRIBU IN DEEP - - A-9,651 5F BOUNDARY�� 1 PROVIDED VOLUME PROVIDED OWTS CAPACITY - 500 GPD :LEACH 6 DE - ,t .. - C9F - z 10, USE 10, DIA'X ASPAA _ -_t-' \ 0 BASEMENT J USE:LEACHING FIELD#2 LEACHING REQUIRED=360 GPD/1.5 GPD/SF =240 SFSWA m (2)POOLS o N �� DRAINAGE PIPE (2)POOLS 10' DIA.x 6' DEEP =821 C.F. LEACHING PROVIDED=10' DIA.x 10' DEEP POOL =314 SFSWA HIGHEST EXPECTED GW EL -1 40.15 STONEBLEND BEGIN FFEL=40.50 WATER l 8 4 8 S 39.95 40 90 CONCRE \ EXTST1N TO BE REMOVED /� TRIBUTARY AREA#3=10,177 SF 4000 P51 PRECAST CONCRETE O o 39.90 39.70 SER CE oo TRAFFIC BEARING TOP SLAB 6' PENETRATION INTO A VIRGIN o p o { 40�° 4().40 CURB VI 2 / tr - -- REQUIRED VOLUME STRATA OF SAND GRAVEL -� 5 \ EXISTING 6 - AS MFG. BY SUFFOLK CEMENT ROOF: 3,193 S.F.x 2/12 x 1.0 =532 C.F. 39 7 IN - - OR APPROVED EQUAL. �-+ t: :'` STORYR�MO�ED/�'' "7 0 CMF `p STONEBLEND:b,493 S.F.x 2/12 10 = 1,082 C.F. SANITARY LEACHING POOL c 3 r To$E __ -- 37.s2 7 _ LAWN:44 S.F.x 2/12 x 0.10 = 1 C.F. to 3 41 �� o __L---- +39.37 II �26 TOTAL REQUIRED = 1,690 C.F. NT5 N pis 37.99 =p` ��' 1--_---- FFL I s ±. =� �$�,�' _'1� --_ 1igo 3�7.so 1 - 78,1' oHo 16'oNo It 4 4000 P51 PRECAST CONCRETE PROVIDED VOLUME NOTES 1gII OA° 16 .._ ¢ ' 0 " BOX AS MFG. BY SUFFOLK USE:LEACHING FIELD#3 •.' 40.90 t ,` CEMENT OR APPROVED EQUAL. (4)POOLS 10' DIA.x 7' DEEP =1,916 C.F. I. THE OWT5 SHALL BE MODEL GEN-5 MANUFACTURED BY FUJIGLEAN USA. .1^ 40, tl t 1U }' 39.8$ 1y 39Aa i t DRAINAGE PIPE - 63 / k NG FIELD#3 0 ' It N A o Q 2. THE DESIGN ENGINEER, rUJIGLEAN USA REPRESENTATIVE, AND SGDHS REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE 39 USE'CEA`tNI X7' DEEP O,i,2 I o c g y OWT5 AND LEACHING 5Y5TEM. APPROVAL FROM ALL THREE PRIOR TO BACKFILL. N MOUNTABLE 4 ¢DOES 10 DIA. � Q 1 p �• __ o CREW CURB (y I STONE BLEND � a ' 37 O6 " ENGINEER 5 CERTIFICATION 3. THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERVISION OF A FUJIGLEAN USA REPRESENTATIVE. O i CON BOLLARDS 6, l - --'F3 c o 4000 P51 PRECAST CONCRETE 39.69 - I Ln 0 (0 "' - "I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL FFL _ H -, 3 BOTTOM SLAB W/ SUMP AS / - _ N SYSTEM(5)FOR THIS PROJECT WERE DESIGNE 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE 39.55 p I 1 I _+--- `A T p to - MFG. $Y SUFFOLK CEMENT OR r ( , SUBMITTED TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES (SGDHS) PRIOR TO APPROVAL OF THE I/A OWTS 3970 t{l 393° '/'► k / / 3a.2o CP QD o 'f APPROVED EQUAL. DIRECTION.BASED UPON A CAREFUL AND THO G � REGISTRATION BY THE SGDHS IN AGGORDANGE WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. 39 45 39•37 `- ' - _ C -,--.,._. SITE AND GROUNDWATER CONDITIONS,ALL F 39• O Z p CONFORM TO THE SUFFOLK COUNTY DEPARTMf �P1 ', G7;ti • '. �, 5. ARCHITECT TO VERIFY FINISHED FLOOR ELEVATION(5). `�tq t �I ` � �t +37.46 Q c. - --2'--I CONSTRUCTION STANDARDS IN EFFECT AS of � y �"��s ter lines must be inm 'C c by thr. - - -\'l -- CB 3.1 o I g f-q g 6` 1' 1 6. THERE ARE NO KNOWN PRIVATE WATER SUPPLY WELLS WITHIN I50' OF THE SUBJECT PROPERTY. �. �y /� "C;: c ��:_' AFE.3807 -n ( 1;tw,olfr CC?un t. f Herlth .° 400 C '� C� r �' / G IE=3a rn 07 "�_ NOTE t' fr x _ _ - a t` .- I WALL REINFORCEMENT WILL NOT BE REG!UIRED TO A DEPTH OF a'-O" - - 383 2.DEPTHS GREATER THAN W-o"SHALL HAVE WIRE FABRIC,CONCRETE HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n ,p 6 14,33 11 ) "5 � 39. 2 "` 38.07 REINFORCEMENT 3"xI2",I AND 2 MIN.VERTICAL WIRES-12"O.C.,I/2"MIN.COVER. THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 38." e_ - MOUNTABLE DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 'S10N�^� a-dwince, to schie t inspceion(s). �- CONCRETE CURB CATCH BASIN 2' x 4' FLUSH &RATE STMG SANITARY 1-ION BUFFER RE TO BE ABANDONED - -s- NT5 o -1/2' VENTILATION PIPE TONcTT NI SCUM BAFFLE B CHAMBER Volume(gal) SORRM�SDpNS TANDAR SY IPF SURVEYOR'S CERTIFICATION 35.75 o Ql Sedimentation Chamber 277 WT _ _3. © Anaerobic Filtration Chamber 278 WDF PROPOSED 6 FTCE -l0 -7 -0 © Aerobic Contact Filtration Chamber 127 1FJ0•00 IS i STOCKADE FEN 5-�p,T(r OF 01 ECIRCULATION ® Storage Chamber 63 �+^ /�fi( �` - N AIR LIFT PUMP Disinfection Chamber 4 0 "w I-I/2 WEARING COURSE v © 81 16 50 © ISINFECTION Total Volume 749 5 la ,.<C, .� N CYLINDER (OPTIONAL) r O CMF 2-1/2" BINDER COURSE , tTI .� I 4' INLET PIP ' OUTLET PIPE -- 36.68 erl -- ---- ti ----- ---- ` '" ``� s" SPECIFICATIONS - or form Y - v cn A A Anaerobic Media PP/PE Filling Rate 32/o - - Bohn, C v TM� 4 ° / now Robert ! 1 ohn Bohn DRAINAGE 4'-0 Board T e Aerobic Media PVC/PP/PE Fillin Rate 16% - er Y 1 ert J © Aerobic Media PP/PE Filling Rate 57% - - row 0r or S S t, ,�' C f RO Bohn&Carol AR$o p -_ PIPE FFLUENT Blower 2.8 cfm d Enterer ae R,go Zontng USe « a HO © AIR LIFT PUMP Tank FRP �� wwwJJJ INLET BAFF Piping PVC/PP/PE Z� CAST IRON FRAME 4 COVER 0 Access Covers Plastic/Cast Iron E NG I NEE R?9 C ERT)FICA Ti ON �Ef-L'I RE D. 1 f CAMPBELL FOUNDRY, PAT. NO. 100.7G OR APPROVED EQUAL Disinfectant(Optional) Chlorine Tablets - " 4 f �(a t' '_ ._ r ,A . I 'i.. ON INSPECTION POOL ONLY. MAP PREPARED FOR RECIRCULATION PIPE LOW BAFFLE /2' AIR INTAKE NOTE: ALL CONI7UIT5 BETWEEN PANEL AND / / ` ' /'• FLOW OPENING (TYP. (CLEANING OPENING) B or: i N S-ALLA.T"ON + Nr CON T,.TR'Llrw s I"*J TREATMENT TANK MUST BE SEALED TO PREVENT GAS LEAKAGE INTO PANEL. PRECAST CONCRETE PECONIC WATERSPORTS PLAN VIEW or I/A OWTS 6" RECYCLED CONCRETE TRAFFIC, BEARING SLAB AS 4' MANHOLE FOR AIFI COMMUNICATION DEVICE; BASE COURSE (NYSDOT SPEC) MFG. BY SUFFOLK CEMENT l 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP DISINDERT(OPTIDNAL) 0E- F NA L �'sFkF�F?ov,*t. ` USE ALARM/CONTROL PANEL MDL#1045040 6" STABILIZED SOIL BASE OR APPROVED EQUAL. at Southold, Town of Southold CYLLOW OPENING CONTROLLER G MFG BY SJE RHOMBUS - _ Suffolk County, New York METER ALARM/CONTROL N R V-0 ' 2• OARD TYPE INCOMING SERVICE PANEL MDL#1041a"12 ASPHALT PAVEMENT SECTION o __• :: CONTACT MEDIA CONTROLLER "A GRADING, DRAINAGE & UTILITY PLAN NT5 � - -,� t r = MFG BY SJE RHOMBUS T T 15 AMPABREAKER DCONTROL PANEL MOUNTED County P o © N 4"x4" PRESSURE 2" STONE BLEND Coun Tax Map District 1000 Section 55 Block �5 Lot 9.1 GROUT AROUND a ® 120V AC, 10, 60HZ, 15 AMP POWER SUPPLY TREATED WOOD POSTS ENTIRE PIPE MAP PREPARED AUG.09,2022 #12-2 AWG WITH GND IN (" PVG CONDUIT d D Record of Revisions 5'-5' O ® 5' 5' ECIRCULATION MAIN I _ , .,, ' ASSEMBLY ! d -9 --, n' Q SERVICE INSULATED 4'-4 ® PRECAST CONCRETE 4'-3I' 4'-2 PANEL ? AIR WEATHER n 11J REVISION DATE ELEG. CONDUIT . � a • DRAIN RINGS AS MFG. OWTS WIRING PER MFG. BLOWER SISTANT to Q BY SUFFOLK CEMENT GENERAL NOV.10,2022 M BLOWER / /k`'%, OR APPROVED EQUAL. GENERAL DEC.12,2022 O 3 GENERAL MAY 18,2023 AR.29,2023 HARDWIRE GENERAL M ENCLOSURE \/ ❑® EROBIC MEDIA r �\ 0❑❑ ! FIN. GRADE PB COMMENTS JUNE 13 2023 ®❑® PB COMMENTS JULY 03,2023 ERATION ASSEMBLY ELECTRIC SUPPLY PB COMMENTS JULY 07,2023 6" RECYCLED CONCRETE 5CDHS NOIA#1 JULY 14,2023 _ TO BLOWER BASE COURSE (NY5DOT 5PEG) Z (- - 10, MULTIPLE AUG.16,2023 SECTION A-A VIEW SECTION B-B VIEW GROUND 5JE RHOMBUS MAGIOOR FUJIGLEAN TO FUJIGLEAN SCDH5 NOIA#2 OCT.03,2023 m CONTROL AIR BLOWER AERATOR OWTS SPLICE BOX ro" STABILIZED SOIL BASE AIR LINE TO GW EL 20 0 10 20 0 60 PANEL ELECTRICAL SUPPLY FUJIGLEAN OWTS 20' I/A OWTS MDL. GEN-5 MFCG. BY FUJIGLEAN USA ELECTRICAL ONE-LINE DIAGRAM CONTROL PANEL 4 BLOWER STONE BLEND PAVEMENT SECTION LEACHING POOL Scale: 1" = SCALE: NTS NT5 NTS JOB NO.2022-0135 DWG.2022_0135 sp2 2 OF 5 =X N BULK SCHEDULE OF DIMENSIONAL REGULATIONS Egg. a— SM DATA s —AkEA-37AZ3 sq.FT. a KE Y MAP — SbD nu PA CALCULAT10N FRONT YARD TAM nor ua TO —YARD T— A—T--l— A—T--.- 5ECnON 280-48:U5E REGVLAnONS P—MBNG 11T—1 Al—1 Ab_.;MN ,=T A=A� .1 A. DPP AUPAR.=aR,��xFssRALL�LaUnaw]�A T=ICAL MASS PLANTING LAYOUT =A�gA sEnncioaannn1-1 A. —ro—— 21a WA—M T= Fa nn PROPLATE 561 BOAT 5A,L5,,,N6 GFA-9 651 5F T NO BASEMENT TYPICAL SHRUB PLANTING 72 A ENGINEER'S CERTIFICATION TYPICAL TREE PLANTING —1— A PLANTING SCHEDULE =—E� 'N WAQns TA' 111111T AT All--Al. 3 « ou SURVEYOR'S CERTIFICATION —A. m A M m I a— PAN,,,0N BUFFER A� MAP PREPARED FOR GRAWB A WUNa COVERPECONIC WATERSPORTS at Southold,Town of Southold 1.-1 5,ff,IkCa,My,NmYork LA—as s LANDSCAPES ALIGNMENT MAN M IA T 71111, T : PaTA.— Wol 9L. li— M = D %A'.=U.=. T, CONCRETE WADER CONCRETE CURB MOUNTABLE CONCRETE CURB BOLLARD DETAILS Scale:V=20 | | 20 TE dl I N lsss_� OR :E] i P116. 0 OS .A' �J 6- k- "VIP, R IS . architecture, p.c. t .a I nl,.- P.O.BOXI2,'4 JAMESPORT,NY I I947 PHONE(631)779-2832 FAX(63I)779-2833 46770 COUNTY ROAD 48 , SOUTH D �* 1NE VI YORE V-11 I- - - -- - - - - - - - --- - - - - - ------------------ Proposed Site Plan For: I � I 35'-10' I I I • Peconic I � I I I ' Water Sports I I I ; I RECEIVED I I I SEP 13 2023 Southold Planning Board I INE OF STORAGE AREA ABOVE " - - - - - - - ----- ---------------- ---p - - --- - --- - - - --- -- - - - - - ---- - - - - - - - - --- - - - - - - - - ------------- - ----- NIGH-STEEL-PIPE_GUARDRAIL- - - - - -- - - -- - - - II ------------------MARINE STORAGE AREA (1ST FLOOR) � I - �- --- - --- ---- 4,281 SQUARE FEET � � i 46770 County Road 48 Southold, New York I/2' .S.0 .M #IOOP 55 5- 9.I I i I I I REVISIONS MARINE STORAGE AREA (2ND FLOOR) 4-I2-2023 REVISED AS PER I � I c= `� 2,720 SQUARE FEET o O ARC COMMENTS b I a - - I O PLANNING COMMENTS OPLANNING COMMENTS AS PER ®PLANNING COMMENTS _ _ O PLANI�IING COMMENTS T ---------- - - —--- ------------- - - - ---—— -- - - —- - - - - ------- --- - ---- - - - ------�11 I 38'-2 1/2' I I I O I , � � I I I vJ �ays A( HROO 1IE S , A H 04O 13'-0" X 91\0' ,/; .I dl'-2' X 9'-0' 1 I O OFFICE/BULLPEN SALES AREA _ O - \ PART OF: 2,651 SQUARE FEET MARINE SALES AREAS 0 V-2 1/2' 1 O I - w CO � M I EN I MARINE SALES I SERVICE AREA '-7' �' 1__�All_ ; O 2,651 SQUARE FEET TOTAL \IESTIBULE I O {i 11'-8" X T-0' ----------- ------ - ---- -- - -- --- - - - - - ---- - - - - --- - -- ----__-__- - - - -_ ---_- - - - - -_-- - --------------- ------ - --- - - - -- - - - - - - - - - - - - - - - - --- - - - - - -- - - - - - - - - - - - - __-- - - - - - - --- - - -- - --- - - - - - - - - - O --- ----- ------------------------------ I I I I SEAL vD F2 ti_D Al 11� I I ,�kj SrR') ------------ ------------------------- --------------------------------------- I q I I Copyright 2022. I I i I I I t I I I I I i I nTR0g the architecture,reserved.The Arc reserves to reproduce this r- --------- ---- -----------------0 design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an service and -0' '-'t Thesedrdrawingsent fand pecnfcati s a e e the not to be used Architecterty of the ny other project,except by written permission ofthe Architect. PROJECT NO. 2I-AR049 i FIRST FLOOR SCUIes I/16' 1'-0' I " SCALE As Noted DATE I I/I0/2022 2 SECOND FLOOR Scales I/I6 1-0 DRAWN BY TI.D/RS CHECKED BY RS A-I Proposed - (,,932 5Q.FT. A-I Propowd - 2,720 501T. TITLE PARKING CALCULATION: Propose -MARINE RETAIL SPACE: 2,651 SQ.FT Building Plans SPACE REQUIRED FOR RETAIL AS PER NYS BUILDING CODE I PARKING SPACE PER 250 SQUARE: FEET. 2,651/250-10.6 OR 11 PARKING SPACES -STORAGE SPACE (IST FLOOR): 4,280 SQ.FT -STORAGE SPACE (2ND FLOOR)= 2,720 SQ.FT SPACE REQUIRED FOR STORAGE AS PER NYS BUILDING CODE: t I PARKING SPACE PER 1,000 SQUARE FEET. P 7,000/1,000-7.0 OR 7 PARKING SPACES SHEET TOTAL PARKING SPACES REQUIRED: I8 A - 1 -IR LiVIZ- 01 �OSI __� I� 1 0' w �. . i KI at architecture, p.c. P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 46770 COUNTY ROAD 48 , SOUTHOLD , NE WTV YORK 11971 Proposed Site Plan For: econic Water Sports RECEIVED SEP 13 2023 'NIGHIHA' FIBER-CEMENT ARCHITECTURAL STANDING METAL SEAM ROOF 4' WHITE WINDOW AND STAINLESS STEEL CABLE RAIL TRANSLUCENT 'KALWALL' PANELS WITHIN Southo d Town TRANSLUCENT 'KALWALL' PANELS WITHIN BEVELED SIDING COLOR GRAY COLOR- COOL SHELL GRAY DOOR TRIM ANODIZED ALUMINUM FRAMES Planning Board ANODIZED ALUMINUM FRAMES 4' WHITE WINDOW AND -- DOOR TRIM 'NICHIHAI FIBER-CEMENT -- — - 46770 CountyRoad 48 ARCHITECTURAL BEVELED — ---- SIDING COLOR= GRAY S.C.T.M.#I000-55-5-9.I PECONIC MARINE -- - - REVISIONS 4-I2-2023 REVISED AS PER _ - - - --- O PLANNING COMMENTS _--- --- - - - \ A O PLANNING COMMENTS - - - rj - / ®PLANNING COMMENTS -- = j -- - - - _ LEI LEI O PLANNING COMMENTS 7\1 1 0 Nil .1 11 11 y - / ANDI METALS ROOF - _ - -- GLAZING OVERHEAD DOORS WITHIN T NG SEAM R 'NICHIHA' FIBER-CEMENT ''NICHIHA FIBER-CEMENT ARCHITECTURAL WHITE SHUTTER CLEAR GLAZING WITHIN ANODIZED ALUMINUM OVERHEAD GARAGE DOOR O ANODIZED ALUMINUM FRAME5 COLOR: COOL SMELL GRAY ARCHITECTURAL BEVELED SIDING BEVELED SIDING COLORS COOL OCEAN BLUE GENSTONE' STONE VENEER ALUMINUM FRAMES COLOR, GRAY GENSTONE' STONE VENEER COLOR: COOL OCEAN BLUE - NORTHERN SLATE PANEL COLOR- GRAY (APPLIED DECALS TO O NORTHERN SLATE PANEL SHOWN CARRIAGE STYLE) PROPOSED FRONT ELEVATION Scale, 1/5' • 1'-0' Z PROPOSED RIGHT SIDE ELEVATION Salle, 1/8' • 1'-0' O A-2 A-2 O O 0 O O 0 0 O SEAL PRE-ENGINEERED METAL METAL WITH } � ��k� �� SHADOW-WALL METAL VERTICAL PANELS NICHIHA FIBER-CEMENT ARCHITECTURAL WICHINA' FIBER-CEMENT c� ,9;5 ST COLOR: COOL OCEAN BLUE BEVELED SIDNG COLOR= COOL OCEAN BLUE r� STANDING METAL SEAM ROOF ARCHITECTURAL BEVELED COLOR: COOL 514ELL GRAY SIDING COLOR= GRAY 771 -i � I III i � I i .'••'' I I � I ICI I I - - - -- - - Copyright 2022.STROMSKI architecture,p.c.All rights - --- reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized I alteration of these documents is a violation of the New York --------- - - State Education Law.These dra wings sp i and edfiutions are — - ----- -- an instrxnent of service_ - - and are the of the Architect - property These drawings and specifications are not to be used on any — other project,except by written permission of the Architect. I PROJECT NO. 2I-AR049 SCALE As Noted DATE I I/I0/2022 DRAWN BY RS CHECKED BY RS I 1[ IL - - TITLE ALUMINUM OVERHEAD GARAGE DOORS COLOR: GRAY TRANSLUCENT 'KALWALL' PANELS WITHIN ANODIZED ALUMINUM FRAMES Proposed 3 PROPOSED REAR ELEVATION scale= 1/8' 1'-0' 4 PROPOSED LEFT SIDE ELEVATION Scale= 1/8" = 1'-0° Building A-2 A-2 Elevations SHEET I A - 2 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEYMAP HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY I5 PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS THE LAND o(ST)b CESSPOOLS POOLS(PMSHOWN HEREON ARE FROM FIELID O 5ERVAT-IONS AND DOR DATA OBTAINED FROM OTHERS. DICATED N N BULK SCHEDULE OF DIMENSIONAL REGULATIONS 400 Ostrander Avenue, Riverhead, New York IIQOI tel. 631.72-.2505 fax. 651-72'1.0144 t (GENERAL BUSINESS) adman@youngengineering.com MINIMUM 4 4 PRINCIPAL REQUIREMENTS PLAN 30,000 S.F. Howard W. Young, Land Surveyor- LOT or LOT SIZE 37,123 S.F. g, y W '`a.� LOT WIDTH 150' 150' Thomas G. Wolpert, Professional Engineer s P LOT DEPTH 150' Z47' Douglas E. Adams, Professional Engineer RECEIVED �. O'S5 FRONT YARD VARIABLE Robert G. Tast, Architect ' � r r' 69.8' LISA DRIVE w v 4: ' �''' ' Robert 0. Totmski, Architect � ----- � /' �..,,�.�"' �O .' SIDE YARD 25' 25.4' o ti BOTH SIDE YARDS Z SEP 13 2023 ,' %' •x, Southo own R5-1 "i �b ' REAR YARD 35' 65.4' 30"x3l)",•°'ff r,. Q LANDSCAPED AREA 35% 36.9 Planning Board S / SITE DATA o i DO'NO ! �Q Q �G oan t e!gmm `° / -' ' =' ENTER G��c��G MAXIMUM _ TOTAL AREA 37,123 SQ. FT. PERMITTED �kc ��0&4 lv6 PRINCIPAL DIMENSIONS PLAN *ZONING USE DISTRICT =B(GENERAL BUSINESS / 411� ^af` / ;%/!' ! ' + P�gyZO� LOT COVERAGE 30°/ ° ) ° 19.5 /° / BUILDING HEIGHT 35' 35 * VERTICAL DATUM =NAVD(1988) _ r� 19 m R33 ' ,r f �p�G NUMBER OF STORIES 2 2 /i' KEY MAP ,.. �.W-,'" Amy ;'. �- cIQ�,Q M�c �, 1 '%ii% �,�, �ti Rl-1 P. e 3o°x3o" FONT� � SCALE: Y=600' � =,°;. O� L Nc��o N�"�� '� f/'� ' :. R YARD TABLE PARKING CALCULATION O LT STOP SCTM# aJioana PARKING REQUIREDanoa"a ASP H FRONT YARD A "-` BOAT REPAIR d SALES: 2,651 SF @ 1 STALL/250 5F =11 STALLS /ii 1000-55-5-7 '/ ` ' 62.6 STORAGE:7,000 SF @ 1 STALL/1,000 SF =7 STALLS '�// / 1000-55-5-10 67.5' TOTAL PARKING REQUIRED =18 STALLS 30"x30" s Q /, : ti ; i, LLL ,; / TABLE E�QPMQ,° 1 Aj ;,j l_u_L''T ',!;, OUN b..Nor L R16' i i CONCRETE CURB AVERAGE FRONT YARD=62.6'+67.5'/2=65.1' -2 PARKING PROVIDED _+ O Nr^ r' ENTER '(p / L L' MOUNTABLE ; FL6� PLANT CENTER ' ._.'" pJ CREW % ASPHALT&STONESLEND PARKING LLB a, CON AT , ; 1 .iC' /' L F^�, CURB %; =18 STALLS O + PLANT ROW i ..' LIP55 S �,, _,.• / .r ,r i; Tr ,. VERS ��, i f Y ,air PA RUN SECTION 280-48: USE REGULATIONS TYPICAL ON CENTER SPACING A5 Fes. i, , r, pVER- O O O LABELED ON PLANTING PLAN , ' ✓/:' , ;,z ,* r i i • � RZZ ,, I '`. VERS r / .�^ .pang-a-young � , i • ' a 1 L GR 5 PA s NOTES: (12)PUBLIC GARAGES,GASOLINE SERVICE STATIONS,NEW AND USED MOTOR VEHICLE LOTS,VEHICLE SALES AND RENTAL,INCLUDING THE SALE OF PLAN-SHRUB SPACING ,� ' L RAiUN '/. cn QVE /,' 15' o REMOVE ALL PLASTIC AND WIRE TAGS. -Lp- ' /- -L /. f,.> 6� as � ' 5' S I * REMOVE ALL NON-DECOMPOSIBLE CORDS RECREATION VEHICLES AND TRAILERS AND BOAT SALES,WITH ACCESSORY PLANT SET AT ORIGINAL OT p�G� d_. I_LLI = -- Lt L •,e " p AND BURLAP FROM THE ROOT BALL, IF REPAIR FACILITIES,ALL SUBJECT TO THE FOLLOWING REQUIREMENTS: t) �-PLANTING DEPTH QG QJS ��P LI_L .LLL,_LLI L "'' t C) p � GJ '' !. L_ L L_I LI L � �.) v! � � N CL. PRESENT. 3Q LLB �F� P * a)ENTRANCE AND EXIT DRIVEWAYS SHALL HAVE AN UNRESTRICTED WIDTH o DO NOT OUT BURLAP FROM SIDES o ° �D * OF THE ROOT BALL. OF NOT LESS THAN 12 FEET AND NOT MORE THAN 30 FEET AND SHALL BE 0 0 0 z +•e+�t+ a. 3" DEEP SHREDDED BARK MULCH // 3 `Lti k VOr1P� P ' {mil Q El ;, ^ py IALT 5Q� �1'-/ 1 Z,, -1 �_ � 0 LOCATED NOT LESS THAN 10 FEET FROM ry _PLANTING BAGKFILL e 11 N Q ,5 ti * 5ET TOP OF ROOT BALL I" ABOVE MANY PROPERTY LINE AND SHALL 8E gaPMe 4 O TABLE N 7 11 `'' o FINISHED GRADE. SO LAID OUT AS TO AVOID THE NECESSITY OF ANY VEHICLE BACKING OUT WHERE SHRUBS ARE PLANTED IN MASS �' GVR MOON ' O G D I's o �'' * ACROSS ANY PUBLIC RIGHT-OF-WAY. fC1 RI=MOVE ALL ACCUMULATED SOIL OR EXCAVATE ENTIRE PLANTING BED CONCRETE Z STALLS ,q , 25 4 r 0 N b)SALE OF USED VEHICLES OR BOATS SHALL BE CONDUCTED ONLY AS SECTION ' '' CURB 9 '_ " *� MULCH FROM THE ROOT GROWN AREA. _ _ __ ACCESSORY TO THE SALE OF NEW VEHICLES OR BOATS. S f rS. * REMOVE ALL WIRE BASKETS FROM c)VEHICLE LIFTS OR PITS,DISMANTLED AUTOMOBILES,BOATS AND a ' 16'oHD 4 1� ROOT BALL, IF PRESENT VEHICLES AND ALL PARTS OR SUPPLIES SHALL BE LOCATED WITHIN A / JD z �r 16'oHD , BUILDING. TYPICAL M/�55 PL,4NTING LAYOUT s a'a �� JD 40.0 6-OVA La DECIDUOUS TREE �� 3-BS H / C--- d)ALL SERVICE OR REPAIR OF MOTOR VEHICLES,OTHER THAN SUCH MINOR NTS / i �• ° PF ✓ // ;1` SERVICING AS CHANGE OF TIRES OR SALE OF GASOLINE OR OIL,SHALL BE gOLLARpS pp+q ' / °'�° w END .'`A�i`%, HOSE PROTECTOR CONDUCTED IN A BUILDING. •ryP) €,.� / .- mn' O /j fig,, - //./ �+,LiuY (,/ �--'.-= CONCRETE i j i ' `" I e)THE STORAGE OF GASOLINE OR FLAMMABLE OILS IN BULK SHALL BE NOTES: CURB 'j'/ �` s ( 2"x2" STAKE (5 WAY) LOCATED FULLY UNDERGROUND AND NOT LE55 THAN 35 FEET FROM ANY C f,, BEGIN ( d PROPERTY LINE OTHER THAN THE STREET LINE. * REMOVE ALL PLASTIC B WIRE TAGS / ' e��q pVER.�.g• a" r� ''�` � '/ pUNTABLE � ' / '" r'f, CONCRE -�1 ! 2 STRANDS NO. 12 GALV. PLIABLE f)NO GASOLINE OR FUEL PUMPS OR TANKS SHALL BE LOCATED LESS THAN 15 ' 'R4l?F= �� % , i, ./// M TE CURB l� � * REMOVE ALL PLASTIC CORDS FROM ('� " �- ' /i ; r L5 / _, ( �µ '' STEEL WIRE (TWIST TO TIGHTEN) FEET FROM ANY STREET OR PROPERTY LINE. TREE BALL, IF PRESENT Gg 1 46.5' 38.1' i,i`/ ' 'j;� 1 } { �a g)NO GASOLINE SERVICE OR REPAIR SHOPS OR SIMILAR BUSINESSES ARE TO EVERGREEN TREE BE LOCATED WITHIN 300 FEET OF A CHURCH,PUBLIC SCHOOL,LIBRARY, * IN GROUPINGS OF SHRUBS, EXCAVATE 1 , .. / , ' HOSPITAL,ORPHANAGE OR REST HOME. AND BAGKFILL ENTIRE SHRUB BED AREA Z I ;� i 'i �C� a_ ' f MULCH TO BE KEPT AWAY FROM O r I TREE TRUNK w/PREPARED BAGKFILL MIXTURES. 1 r / ' B' ° / 1 r /ri / i` SHREDDED BARK MULCH ® 3" DEPTH 3" DEEP SHREDDED BARK MULCH S W 1 ' SOIL SUAGER TOP W/MULGH _ - PLANTING BAGKFILL MIXTURE O A II OSED 2 STORy r Lj s-_ PROP 5 & ;; ;i ; ;,,. JAI 5`. I g00,T SALE G % ; 5 J ROOT BALL � SCARIFY ALL SIDES OF PLANT PIT NCRErt OR GE BUFF I HEADERPLANTING BA GKFILL MIXTURE 5 G __9 6B' j ASPHALT F A SEMENT /,,,/'''"'; I I TYPICAL SHRUB PLANTING 3.1D 5 ONEBLEND NO BA ;AR -1 11 BEGIN NTS CO NCRE NOT EXCAVATE LOWER THAN 30 1 CURB rr�' '/ ./, 1, / oo BALL DIA. BALL DEPTH. 14 N o 1 !/. / �! _ �- BALL DIA. X 2 '' %.//i" ENGINEER'S CERTIFICATION V�i 03 i 'f 1 rn CMF co C� ca S o //,.' .'/, . TYPICAL TREE PLAN PLANTING SCHEDULE h �� I-' ''/ 1 78.1' 16'oHo ' % ; NTS I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME DER l u' DIRECTION.BASED UPON A CAREFUL AND THOROUG ,TV[SYpF T}�E Sp i 1 23' I'. . ./ /. / S i 00 *�" "" ✓,f j' SITE AND GROUNDWATER CONDITIONS,ALL FACI 2TIES�AS PROPCSSEp, TREES 19' 11 ,ems ,ate `� CONFORM TO THE SUFFOLK COUNTY DEPARTMEN F HCALTS SERVICE`S •�"° CONSTRUCTION STANDARDS IN EFFECT AS OF fSbA"TE ' \ QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT N 11 E ' 'r �{ o p t ti N c a 4" t w EBLEND ;,.' A.�y'�'i i z j.gym! c_� 3 AR ACER RUBRUM 'RED SUNSET' RED SUNSET RED MAPLE 3"CAL B&B h1 CRE CURB STONE O ` L.r / n cn 1 �k 3 AT ACER TRUNCATUM 'NORWEGIAN SUNSET' SHANTUNG PAINTED MAPLE 4"CAL B&B �' O BOLLARDS o OVAL VJINR / 'i1 r,� /j ' a _ �J i. SEAS r/r,4 GB GINKGO BILOBA GINKGO 3"CAL B&B r �I STORAGE 3 7p %'/� - , f N HOWARD W.YO N.Y.S.L.S.N 5893n ' THOMAS C.WO N.Y.S.P.E.NO.61483 �\✓t��° 9 LS LIQUIDAMBAR SIYRAFACIFLUA SWEET GUM 3"CAL B&B / �� - DOUGLAS E.ADAMS,N.Y.S.P.E.N0.80897 i I 10 STALLS ; //;flj` d m� �.56 TP THUJA PLICATA 'GREEN GIANT' GREEN GIANT ARBORVITAE b' HT. B&B - JD S 40 GALV. STEEL PIPE. M 5, , ;' Q _ , f.;G FILL W/GONGRETE � PSEG RECOMMENDED UTILITY LINE FRIENDLY TREE. I � � I SURVEYOR'S CERTIFICATION SHRUBS ,5 f, %m 00144„ 7 % m / o QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT ---- - ,, /, __ - N 13 BS BUXUS SEMPERVIRENS '5UFFRUTICOSA' DWARF OLD ENGLISH BOXWOOD 7 GAL CONT / " -, j`F f'//!`i,. /'! , f \ _— 5 BUILDING PRD G� N 4 HN HYDRANGEA MACROPHYLLA"NIKKO BLUE" BLUE HYDRANGEA 5 GAL CONT 5 ; 5-N ' i. 'i,' f; I,, i /.`,' ri%G // /;// '/'//!,, i , `q t - / \ r * 0 � 8 HS HIBISCUS SYRIACUS 'DIANA' DIANA ROSE OF SHARON 5 GAL CONToL F"CR,, 9 JD JUNIPERUS DAVURICA 'EXPANSA' PARSONI JUNIPER 5 GAL CONT i � ��' " '; r ';'` •'' �% `'' - 18 rn OH OSMANTHUS HETERO PHYLLUS 'GOSHIKI' GOSHIKI FALSE HOLLY 4'-5' HT. CONTIPF ° 7 , ( O� 5893 FLOWERS HOWARD W.YOUNG,N.Y.S. . .N0.45 SYMBOL TYPE / 1 0 5TOCOKA E FENCE SIZE ROOT :, CORNER GUARD PLAN '9 v PF PERENNIAL FLOWERS AS SELECTED BY THE OWNER 5 GAL CONT ;gIO16'50�W of 6 FT•NIGH tND 'U� bOUSLE ROW GREEN GIANS, cM TNUJA PLICATA TAE) GRASSES & GROUND COVER ��' GIANT ARBORVI (GREEN MAP PREPARED FOR SYMBOL SEED MIX SEED RATE -� _ now or SOVInformerly Po pLANTED 10 0' ' GAPPED W/GONG. Robert G• GROWN TO SHED III PECONIC LEM LOFT'S ECOLOGY MIXTURE 4 LBS.PER 1,000 SQUARE FEET er�Y i ohn Bohn, WATERSPORTS E �.- '� or{orm �l.0 Robert J g _ , now eS Co•, I &Carol Ann Bohn WATER IRRIGATION - ',__ / Quad EnterpuseR,gp Bohn use R-$0 Zoning at Southold, Town of Southold AUTOMATIC UNDERGROUND SPRINKLER SYSTEMS WITH RAIN SENSORS SHALL 8E PROVIDED FOR ALL PROPOSED 8"O GALV. STEEL PIPE. Suffolk County,I FILL W/GONCRETE ty, New York PLANTINGS AND LANDSCAPED AREAS. I N FIN. GRADE j ,- IRRIGATION TO BE LIMITED BETWEEN THE HOURS OF 7pm AND 12am. 2" fJ I"R PAVEMENT LANDSCAPE & ALIGNMENT PLAN o FIN. GRADE , NOTES ,,,`, . ,, .,.. k ` SURFACE GROWN TO CountyTax Mn o CONCRETE HEADER 6 t� �' I �• i � S}{m WATER P District 1�0� Section 55 Block 05 Lot 9.1 THE APPLICANT I ROP05ES TO: PAVEMENT �i,, =1 2411� l - - /\\ \\\\\\\\\ 1— SURFACE ONLY USE ORGANIC FERTILIZERS WHERE THE WATER-SOLUBLE NITROGEN IS NO MORE THAN 20 %OF THE TOTAL MAP PREPARED AUG.09,2022 NITROGEN IN THE MIXTURE; �' `° " Record of Revisions ASPHALT - IS"� GONG. FOOTING p REVISION USE A MAXIMUM,OF 1 LB.OF NITROGEN PER 1,000 SQUARE FEET IN ANY ONE APPLICATION,WITH A CUMULATIVE PAVEMENT ° , 5TONEBLEND DATE APPLICATION OF'NO MORE THAN 2 LBS.PER 1,000 SQUARE FEET PER YEAR; c - PAVEMENT GENERAL ° `� - MOUNTABLE CONCRETE GENERAL NOV.10,2022 CURB 4000 PSI EXPANSION j GENERAL DEC.12 2022 6"x 6" WIRE MESH ° _" , `� MAR.29,2 2 NOT APPLY FERTILIZER PRODUCTS CONTAINING NITROGEN,PHOSPHORUS,OR POTASSIUM BETWEEN NOVEMBER 1st JOINTS 20' O.G. GENERAL 0 3 REINFORCEMENT ' , ti ;' .� MAY 18 2023 AND APRIL 1st; , GONCRETE GURB 4000 PSI v :t PR COMMENTS PB COMMENTS JUNE 13 2023 6"STABILIZED ' ' ` " EXPANSION JOINTS 20' O.G. �- PB COMMENTSJULY 03 2023 NOT USE PHOSPHORUS-CONTAINING LAWN FERTILIZER UNLESS ESTABLISHING A NEW LAWN OR SOIL TEST DULY 07 2023 W SHOWS THAT THE LA WN DOES NOT HAVE ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE BOLD NUMBERS. SOIL BASE I SCDS NOIA#1 JULY 14 2023 } THE NUMBER IN THE MIDDLE IS THE PERCENTAGE OF PHOSPHORUS IN THE PRODUCT,e.g.,22-0-15. USE OF i' I_ 8„ I I g .,,, -'j ELEVATION MULTIPLE AUG. 16 2023 m PRODUCTS WITH 0.67 IN THE MIDDLE OR LOWER IS NOT RESTRICTED. PRODUCTS WITH A NUMBER HIGHER THAN 0.67 MAY ONLY BE USED IF A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST INDICATES IT IS NECESSARY. 0 20 0 10 20 40 60 CONCRETE HEADER CONCRETE CURB MOUNTABLE CONCRETE CURB BOLLARD DEVILS Scale: 111 = - NTS NTS NTS JOB NO. 2022-0135 DWG. 2022_0135_sp2 1 OF 5 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINE5 OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HI5 BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)A CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. y / cj� FUJIGLEAN 400 Ostrander Avenue, Riverhead, Nevi York IIa01 RECEIVED '/ / �'� ,. '` 0�y / GEN-5ERIE5 UNIT SWEET AIR TENT GAP tel. 631.721 2303 fax. 631.,2?.0144 MPG BY TUF-TITE v- / 44 � ^ .-`� '(0� odmin@youngengineering.com D MIN FROM ANY SEP 13 2023 j/..� <:03,'/ INLET ADAPTER 45 OUTLET SOLVENT DOOR OR WINDOW) �' ~` ,,.. /.�""" -' G _ _ 40.07 / o WELDED TO 4 " LONG 15' 11 Southold Town / 40.10 q �`Q STUB OF 4 SCHEDULE Planning Board •'''� 'ds ; 40. 40.o P Howard W. Young, Land Surveyor 4 PVC ® 4 PVC ® *, gV g� 0 40 PIPE CONNECTED TO 2.00% MIN. I.00% MIN. `" .�' /G 401 40.47LJ� GAP G� �T GAPPED VIA 4 SCHEDULE 40 FUJI GLEAN GEN UNIT Thomas G. Wolpert, Professional Engineer RISERS � GONERS .- 4+/" PSG `` ' � r1L� lv ADAPTER 8 PLUG OR GAP Douglas E. Adams, Professional Engineer WITH SAFETY LIDS HEAVY DUTY AND �� G �` O�PV PS GAPPED VIA 4 50HEDULE 40 2 STORY Z MFG BY TUF-TITE OR �Al �1,3 �r P ,. °'^°:�F� O r 3 G n LOCKING CAST IRON PRECAST f ,.1J P� �� `� y o 1 a P Robert C. Tost, Architect BUILDING APPROVED EQUAL COVER TO GRADE '" , �G,Z " �Cv P�cc�/ c I i �� P��'S �� GLEA 5DR35 RISER ADAPTER PLUG OR GAP Robert Stromski, Architect FEEL=40.50 °D TOP SLAB / S �'-A - 40. a RIM=40.25 OR DOME . yCS SP pV 4p26 �' G C� 5-); RIM=3a.80 �/ � S °�• � 39.g6 .''/ � A� G 7 cf 46.95 li C0� 4070 � f=UJIGLEArN INLET ADAPTER 45 HEALTH DEPARTMENT USE -J° ` (lAV E SCALE• NT5JK AIR LINE ''' e',' \�N �� -� / 40.76 c- IE=56.58 °Q� 0�► 40.51 �3" VENT �,n�, G� �� p,« ��..-"' G/ / ( Installation Guidance FujiClean Schedule 40 PVC 45-Degree Inlet Adapter IE=36.11 HOLE IE=36.00 �'�„ " \�\ N`,~ yCT� �0� _40:1 i AI.T 1 3s.so °ry �� ."` "<-39 8 ., / A5PH 6 1.The FuijiClean 45-Degree Inlet Adapter has(4)openings(3)inlets and(1)outlet.All of these will CONNECT 3" PVC VENT LINE IE=36.28 �+�' 7' s"``r �G gE / _ / J accept standard schedule 40 `' '(0 39.95. / N 2.The to of the inlet adapter has a 6"opening that can be fitted with an 6"SDR riser i and cap as a TO VENT HOLE IN OAST / P P P s P'Pe P SEE DETAIL FOR �+ ", " 1 '65 /..' 40.20 / I clean out. OWTS COMPONENTS Q / LLL / $LE 3.Any unused entry ports on the FujiClean inlet adapter shall be capped with a 4"schedule 40 adapter ; c. UCTA P /;,- Q1 / LIL' MO UR$ 8 plug,or a Schedule 40 slip cap that is solvent welded to a short stub of pipe inserted and solvent �/ G PROVIDE GLEAN OUT AT '' \ ;;"` N J UN CON RETE C S welded into the adapter port- CONCRETE. �• / 40.15 LL' FACE O F BUILDING s 3 G Z / 39 9 L ABLE D$I1 4.The FujiClean inlet adapter shall be secured to the FujiClean unit using a 4'long stub of 4"schedule LLL MO G FIEL 40 pipe that is solvent welded into the adapter outlet end and FujiClean inlet so that the adapter fits flush 3;" +38.66 TE CNIN PEEP „�; G LL C A 7 on the FujiClean unit. AIR LINE TO BLOWER -:„ !� / c6l 05F:LE pIA•X ' c0 ,,�^°'"� -,.r � ♦ LLh„ � Lc,10' S.The installer shall ensure that the soil beneath the adapter is backflled and compacted sufficiently to M ,.•"' �� / LL CURB POOLS support the bottom of the adapter and prevent an settling or strain on the adapter or FujiClean unit. r G ♦ 75 LLLL-- / (3) P P Y 9 t i 5O0 GAL. I/A OWTS :�°®`• � '"A � PROPp 5Ep 4. $k1.1 39.50 _LL'L ASS I 6.Metal fittings,pipe,and caps are NOT to be used for installation of the adapter. MDL. GEN-5 MFG. BY FUJIGLEAN USA J M. ..' G I ELE IC CB 50 39._- GR 5 7.Must install a deanout to grade in accordance with the"STANDARDS FOR APPROVAL OF PLANS 3 39 88 m 5ERVT,CE GRATE 15 p4� POVEER RUN RVICE RESIDEAND ONCES andltthe STANDARDS OR APPROVAL OON FOR SEWAGE DISPOSAL FtPLANS AND CONSTRUS FOR OTHER THAN CTION FOR LY 39. 0 6 b ♦ TE`--35 ' 5ED AS SE SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES." BOT=2a.00 40 1 - r d "' " � PROPO G B.The following are instructions on how to make a solvent weld for attaching piping to the FujiClean inlet 39 .` -LL 'GRASSPA\JEF'5 15 ,c..� adapter fittings. 40.50 N 10' I G f,. ' i( _LLL R_RUN 40 ,� 25 O 1.Square pipe ends,chamfer and remove all dirt. ' s •40.53 _L.LI OVE q0 �"� 40. 39. G 2.Check dry fit of pipe and adapter.Pipe should easily go 1/3 of the way into the adapter.If pipe 39.59 _L L I _ % 39.3 t y++. " 40.28 q _L ._ L r °' \ °s- bottoms,k should be snug SANITARY LEAGHI N6 POOL ;�� r L L_ _ LL.LL UTNRY / c O 3.Use a suitable applicator at least Y.the size of the pipe diameter.For larger size pipe systems, HYDRA�UL I G PROFILE 3 �� 1 I__L _.L_L L I_L TRIG it � N Q use a natural bristle brush or roller. 555 5F5WA 25 0 �„ L LLL_LLL. "j t- pARy ,. 4.Clean pipe and adapter with a listed rimer. Do not use primer on ABS pipe and fittings.Use 40. UN O 3 P P P P t P P P 9 40 CP m _�LLLL $O �� 00 '�. O Clear Cleaner only!) 39.83 ;'T 40.19 40 00 ,�'' \ 20 I �% N `t 5.Apply liberal coat of cement to pipe to the depth of the socket;leave no uncoated surface. / 40 02 "' T 70 dp AO 0 n O 6.Apply a thin coat of cement to the inside of the adapter;avoid puddling of cement.Puddling DRAINAGE DESIGN CRITERIA & CALCULATIONS 1 WAL � FE (C y O - • O � can cause weakening and premature failure of pipe or adapter.Apply a second coat of cement to n" 39.77 m A t 40.20 O `�2 p 5 p the pipe. p OUNTABLE P 40�j0 �e 40 90 40 g0 „� m N S 77aAssemble parts QUICKLY.Cement must be fluid.If cement surface has dried,recoat both V=A R C G CRETE 5 SED �0 4 40 40 A=AREA OF TRIBUTARY(S.F.) R=RAINFALL(FT.) C=COEFFICIENT OF RUNOFF )( C�QN PROPV 4().()o 4040 _ 8.Push pipe FULLY into adapter using a%turning motion until pipe bottoms. SANITARY DESIGN CRITERIA & CALCULATIONS HEAVY DUTY AND z Q WATER C IN SA�ITARy -. r' 40.90 tP W 9.Hold pipe and adapter together for 30 seconds to prevent pipe push-out-longer at low mw* -"� LOCKING CAST IRON �� TRAFFIC EXISTING -FORE 38 2+ � 4p20 m ♦ YSTEM �. temperatures.wipe off excess NOTE SER�CE Ep `Z 70 /S r..::'; 16'OND g0.65 �_ TEST HOLE DATA 10.Allow 15 minutes for good handling strength and 2 hours cure time at temperatures above 60 HIGHEST EXPECTED GROUND WATER EL-7.0. COVER TO GRADE N BEARING SLAB A$ANpON �3'9. I NET 16'oHD 8.18 degrees mperatuaes below 60 hrenheit de degrees ure Fahrenheitor with up to 80 a above Longer inches.DO NOT TEST WITH t SEWAGE DESIGN CRITERIA 39�15 F EA 45 's 40' o H McDONALD GEOSCIENCE AIR. 9 PP ALL CONNECTING DRAINAGE PIPES ARE 15"DIAMETER HDPE. GROUNDWATER MANAGEMENT ZONE =IV(600 GPO/AC) W EAR 39• m DA 11/15/22 v (i NOTE:The set up/cure time is dependent on several factors.The pipe size,socket fit,ambient WATER SUPPLY =PUBLIC M p 0.30 N 4115 temperature,relative humidity,solvent cement used and the system operating pressure should all be TRIBUTARY AREA#1=9,903 5F r:"`. 5Ep $OLLARD 40. p 30+ 39 w END 40.65 0.0' considered when determining set up cure times. ALLOWABLE DENSITY=0.8522 AC C�600 GPD/AC =511 GPO p0 _-� . MIxeD 20"J PR W AIR (r/P� m 40. 0 =--- _ CRETE SAND 6 REQUIRED VOLUME �Y. '`' ASPHALT/CONC.: 5,373 S.F.x 2/12 x 1.0 = 896 C.F. DENSITY CALCULATION MIN.- I 5FOICE OWTS H� _ z_ CON CUR$ BEGIN LOAM pt _ %:` i35:1' "-- - :o MOUNTABL�URB BROWN 1'0� ROOF: 2,649 S.F.x 2/12 x 1.0 =442 C.F. TA 2 1 P - B#21 ' I m z 'vJ'_:'�2OOf-O -�''•• `'�' CONCRETE SILT LAWN: 1,881 S.F.x 2/12 x 0.10 =31 C.F. RETAIL: ,65 Si-C�0.03 G D/SF -80 GPD to C (ML) TOTAL REQUIRED = 1,369 C.F. STORAGE:7,000 SF C�0.04 GPD/SF = 280 GPD m O RATE=39 30 1� i �- i 2 0 X 4" DIA. 5DR35 PVC Q G IE=3530 0 \ m b SENT 38.1' ; YELLOWISH PROVIDED VOLUME PIPE a 1.00% MIN. O Q FINE �0 '. CAST IRON FRAME 8 COVER USE:LEACHING FIELD#1 TOTAL DENSITY = 360 GPD Q DESIGN CALCULATION ►n z Zo _ �, = wF WER , I' SAND GAMPBELL FOUNDRY, PAT. No. BLO i 0 00 (3)POOLS 10' DIA.x 7' DEEP = 1,437 C.F. N Q D Z�[ CA ' \ �� IROL r -- _ pS SS00 3401 OR APPROVED EQUAL. v W z ( � ':dl ,' / CON L r +37.94 \ o PALE BROWN 14.0' �- ogpgg TRIBUTARY AREA#2=5,4515E RETAIL' 2,651 Sf=C�0.03 GPD/SF = 80 GPD Q Q PANE I o FINE TO 8888 STORAGE: 7,000 SF C�0.04 GPD/SF = 280 GPD m m v m LO _ f +38.48 COARSE `r y REQUIRED VOLUME \� p 2 STOR, CAW) '-' o0o ROOF: 1,397 S.F.x 2/12 x 1.0 = 233 C.F. TOTAL DENSITY = 360 GPD i5lROOF ➢ p20POSE & i170UH gpgg$ 4000 PSI PREGAST GONGRETE ASPHALT/CONC.: 2,830 S.F.x 2/12 x 1.0 =472 C.F. 6 FOLK LAWN: 1,224 S.F.x 2/12 x 0.10 = 20 C.F. SYSTEM DESIGN z ppp -, `" +3 .s7 v DRAIN +38.75 o BOAT gALE�pI�G _ ' NO WATERi,?.._ CEMENT OR APPROVED EQUAL. T - /` �CRET v GE BUI ,, r TOTAL REQUIRED -725 C.F. REQUIRED OWTS CAPACITY =360 GPD ®0® G FIELD#2 E�pE 1 \ STORA 651 SF ��/ FRIG D \\ ENCOUNTERED PROVIDED OWTS CAPACITY =500 GPD :LEACHIN 6' pEEP ��:r' - • �� GF A=9 BOON PROVIDED VOLUME 8' U5E 10 pIA.X ASPNA ,t"" O BASEMENT J USE:LEACHING FIELD#2 LEACHING REQUIRED= 360 GPD/1.5 GPD/SF =240 SF5WA (2)POOLS BLEND \ N 40.50 \� DRAINAGE PIPE (2)POOLS 10' DIA.x 6' DEEP =821 C.F. LEACHING PROVIDED=10' DIA.x 8' DEEP POOL =338 SFSWA STONE BEGIN FFEL= R N HIGHEST EXPECTED GW EL S = 0 40.90 CONCRETE \ EXIS ��BE REM i/ TRIBUTARY AREA#3=10,177 SF -'1 4015 39.95 TING OVER 4000 PSI PRECAST CONCRETE 3 0� 39.9 3970 40 40 CURB 5ER�CE __ TRAFFIC BEARING TOP SLAB REQUIRED VOLUME 6' PENETRATION INTO A VIRGIN o Q o } 4000 2 �_ AS MFG. BY SUFFOLK CEMENT STRATA OF SAND 6 GRAVEL "' -s \ STING _ _ ROOF: 3,193 S.F.x 2/12 x 1.0 =532 C.F. ti o7� EXI BUILDING OR APPROVED EQUAL. STORY OVED / "7t o cMF c0 ASPHALT/GONG.:447 S.F.x 2/12 x 1.0 =75 C.F. SANITARY LEA♦GHING POOL c "' TO BE REM _ _ 37.92 e STONEBLEND:6,493 S.F.x 2/12 x 1.0 = 1,082 C.F. ° �''� o _L-- +39.37 I �26" LAWN:44 S.F.x 2/12 x 0.10 = 1 C.F. TOTAL REQUIRED = 1,690 C.F. NT5 p �_ ,t 37.99 =p __- FFL Ii Q .S7.90 I 78.1' 16'OHD h 4000 PSI PRECAST CONCRETE PROVIDED VOLUME NOTES t "d p" 1 I y 4 USE:LEACHING FIELD#3 j I 040 - I 16'OHD I o BOX AS MFG. BY SUFFOLK a'- ' 40.9 CEMENT OR APPROVED EQUAL. I. THE OATS SHALL BE MODEL GEN-5 MANUFACTURED BY FUJIGLEAN USA. 4040 ' I y (4)POOLS 10' DIA.x 7' DEEP =1,916 C.F. _ 3989 `t 394a� ' I FIELD#3 4- I� DRAINAGE PIPE 2. THE DE_16N ENGINEER, FUJIGLEAN USA REPRESENTATIVE, AND 5GDH5 REPRESENTATIVE5 ,HALL OBSERVE THE INSTALLATION OF THE 39• I' }, /A {LING EEP O 2 I N p o Q USE:i�E X 7 p C) � I o c. g OW75 AND LEACHING SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BACKFILL. N TABLE 10 DIA• ,Y e cMOUC ETE CURB (4y¢OOLSII STONE ENGINEER'S o ' D 37.os+ Q, , 3. THE SY_)TEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERVISION OF A FUJIGLEAN USA REPRESENTATIVE. CON _ _ ENGINEER'S CERTIFICATION BOLLARDS I _ 3Z2 a 0 4000 PSI PRECAST CONCRETE �o ll I 39.69 --___ --- - ' U1 I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE - 3q.55 'A O / I FFL_ - - H -S 3 BOTTOM SLAB W/ SUMP AS 14' 30 �� O� j i 1 -+ �A T A N MFG. BY SUFFOLK CEMENT OR SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME QR _ DER�I t SUBMITTED TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES (SGDH5) PRIOR TO APPROVAL OF THE I/A CATS 3970 41 39• �, i / 38.2o cP Qo o DIRECTION.BASED UPON A CAREFUL AND THOROUG - iVD ''OF'TH�;StJ REGISTRATION BY THE 5GDH5 IN ACCORDANCE WITH ARTICLE la OF THE 5UFFOLK COUNTY SANITARY CODE. 39 45 39 37 `� ' �� _ - - I O O APPROVED EQUAL. m SITE AND GROUNDWATER CONDITIONS,ALL FACI TIES;AsPROPoSEb/�;.. _ 3912 ` ` /�' C) '' \ ! Z p CONFORM TO THE SUFFOLK COUNTY DEPARTMEN ¢F-PEAL-TH` kViCE'S 5. ARCHITECT TO VERIFY FINISHED FLOOR ELEVATION(5). +37.46 Q\ W c - --2'�) CONSTRUCTION STANDARDS IN EFFECT AS OF �SpDkrb .'•.d z ' CS 6. THERE ARE NO KNOWN PRIVATE WATER SUPPLY WELLS WITHIN 150' OF THE SUBJECT PROPERTY. ,-__ c,s A =3807 h4 G E=3 �01 �, ft1 (cam I NOTE: I.WALL REINFORCEMENT WILL NOT SE REQUIRED TO A Dl 'T++OF 4'-O'. '{n 38 32 2.DEPTi S GREATER THAN W-C)"SHALL HAVE WIRE FASRIG CONCRETE \•�� 6'C,-91' --� _.� HOWARD W.YOU G, .Y.S.L.S.NO. 5893n `--.. 39. 2 "'`- 07 REINFORCEMENT 5"A2",I AND 2 MIN.VERTICAL WIRE5-12"O.c.,1/2"MIN.COVER. THOMAS C.WOLP N.Y.S.P.E.NO. MOUNTABLE 38. 7 - •- �7 CONCRETE CURB p A DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 CX1STING SANITARY CATCH BA51 N 2 t X 4I LUSH 6 AT E !;2 -1/2' VENTILATION PIPE RE TO BE ABANDONED TRANS"-' BUFFER _ _ _� _ Nl SCUM BAFFLE B CHAMBER Volume(gal) SORB MOVED IN ACCORDANCE NT5 o SURVEYOR'S CERTIFICATION �l Sedimentation Chamber 277 WITH 5CDN5 STANDARDS 35 75 ^ns '- -104 I� Anaerobic Filtration Chamber 278 WDF SED 6 FT. I 10 -7 -0 ® Aerobic Contact Filtration Chamber 127 150.00 p,O�AUE FENCE It o ECIRCULATION ® Storage Chamber 63 P`�� O�'Y�C` N AIR LIFT PUMP 0 Disinfection Chamber 4 'Fj0"W 1-1/2" WEARING COURSE 5 p R D /y N © ISINFECTION Total Volume 749 5$1°16 )4 V N - CYLINDER (OPTIONAL) . �,. ,?� `� O a f- p o CMF 2-I/2 BINDER COURSE G J. 4' INLET PIP OUTLET PIPE / -- ----- n s¢ ' yt, SPECIFICATIONS - ormer y i Z S A 4 A Anaerobic Media PP/PE Filling Rate 32% , _ / nOW or f Robert 6• i` �_/ fTl �r �+/ ' :1 a'-off' �= ,� 1 ohn Bohn, © Board Type Aerobic Media PVC/PP/PE Filling Rate 16% /� ,- or{orme �(,C tt RObert 3 Carob Ann Bohn DRAINAGE _-,,_. o Aerobic Media PP/PE Filling Rate 57% _, now SeS Bohn & _g0 .�.- PIPEASg 0 Blower 2.s efm / �erprl 0 e R 853 -1 2 '--EFFLUENT Tank 2.8 QU0, En useR-6 I ZOntng US e. HOWARD W.YOUNG,N.Y.S. - .NO.45 3 INLET BAFFL O AIR LIFT PUMP Zoning a,, U 3 Piping PVC/PP/PE 1 a CAST IRON FRAME Q COVER (D Access Covers Plastic/Cast Iron 1 GAMPBELL FOUNDRY, PAT. NO. Disinfectant(Optional) Chlorine Tablets IOO�G OR APPROVED EQUAL RECIRCULATION PIPE LOW BAFFLE /2- AIR INTAKE NOTE: AL- CONDUITS BETWEEN PANEL AND ON INSPECTION Pool ONLY. MAP PREPARED FOR FLOW OPENING (TYF'. (CLEANING OPENING) B TREATMENT TANK MUST BE SEALED TO PREVENT ` i. ` '. %. \.% `•`% GAS LEAKAGE INTO PANEL. PRECAST CONCRETE PECONIC WATERSPORTS PLAN VIEW 6" RECYCLED CONCRETE TRAFFIC BEARING SLAB AS 4' MANHOLE FOR WIFI COMMUNICATION DEVICE; BASE COURSE (NY5DOT SPEC) MFG. BY SUFFOLK CEMENT E 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP ISINFECTION USE ALARM/CONTROL PANEL MDL#1045040 „ ,f7�� OR APPROVED EQUAL. at Southold, Town of Southold CYLINDER (OPTIONAL) LOW OPENING CONTROL-ER "C" MFG BY 5JE RHOMBUS 6 STABILIZED SOIL BASE Suffolk County, New York N METER ALARM/CONTROL OARD TYPE INCOMING SERVICE PANEL MDL#1C41'1-72 ASPHALT PAVEMENT SECTION ° T CONTACT MEDIA DEDICATED CONTROLLER "A" NT5 GRADING, DRAINAGE UTILITY PLAN vLTIS-4 _ - MFG BY 5JE RHOMBUS County Tax Map District 1000 Section IS AMP BREAKER D CONTROL PANEL MOUNTED 2" STONE BLEND © N 4111 x4 PRESSURE tY P 55 stock 05 Lot 9.1 TREATED WOOD POSTS GROUT AROUND a 120V AC, 10, 6OHZ, 15 AMP POWER SUPPLY ENTIRE PIPE MAP PREPARED AUG.09,2022 5' 5' #12-2 AWG WITH GND IN I" PVG CONDUIT D Record o Revisions ® 5'-5' ECIRCULATIDN MAIN 4'-4 © ASSEMBLY SERVICE INSULATED .a Q f 4'-3 4'-2 PANEL z ( PRECAST CONCRETE OATS CONDUIT AIR WEATHER REVISIDRAIN RING5 AS MFG. GENERAL NOV.10 DATE 2022 OWTS WIRING PER MFG. b BLOWER SISTANT m Q BY SUFFOLK CEMENT 0 © ENCLOSURE % X r \ �® OR APPROVED EQUAL. GENERAL r, BLOWER i , „a GENERAL HARDWIRE '/; ' 'i MAR.29.2023 EROBIC MEDIA , ;�� GENERAL MAY 18,2023 FIN. GRADE <;, '_ A ®�® PR COMMENTS JUNE 13,2023 ERATION ASSEMBLY _ ELECTRIC SUPPLYPB COMMENTS JULY 03 2023 _ TO BLOWER �6" RECYCLED CONCRETE Z PB COMMENTS JULY 07,2023 W SECTION A-A VIEW BASE COURSE (NY5DOT SPEC) 10 SCDH5 NOIA#1 JULY 14,2023 SECTION B-B ViEW GROUND 5JE RHOMBUS MAGIOOR FUJIGLEAN PTO FUJIGLEAN MULTIPLE AUG.16.2023 m CONTROL AIR BLOWER AERATOR OWTS SPLICE BOX 6" STABILIZED SOIL BASE N PANEL AIR LINE TO 20 0 10 20 40 60 ELECTRICAL SUPPLY FUJIGLEAN OATS GW EL I/A OWT5 MDL. GEN-5 MFCG. BY FUJIGLEAN USA ELECTRICAL ONE-LINE DIA(SRA♦M CONTROL PANEL 4 BLOWER STONE BLEND PAVEMENT SECTION LEACHING POOL Scale: 1" = 20' SCALE: NT5 NT5 NTS JOB N0.2022-0135 DWG.2022_0135 sp2 2 OF 5 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIOt\AL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)d CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. LIGHTING FIXTURE SCHEDULE SURFACE WITH 400 Ostrander Avenue, Rlverhead, New York IIQOI TOPSOIL 8 SEED OR SOD D 6 " tel. 631.72'1,2303 fax. 631.72-1.0144 r«.-I--,---,-,--- ,_ -�-«...-. ,,_- ._..«,__ rA odmin®youngengineering.com SYMBOL DESCRIPTION FILL GRID STRUCTURE 5', 45, ' WITH Si-ARP .-_-....+,.,-_--�-« 28 WATT LED VALUE SERIES SQUARE CONCRETE SAND RECEIVED I ,,�, MFG.BY NLS LIGHTING CAT.NO. � �I/ 28 WATT LED VALUE SERIES SQUARE (V55-5)-T4-16L-53-27K7-UNV-WM-WHT-AHS Howard W. Young, Land Surveyor Thomas 0. Wolpert, Professional Engineer SEP 13 2723 - Douglas E. Adams, Professional Engineer �� MFG.BY NL5 LIGHTING 1, / r' µ»� Robert G. Tast, Archltect _ TYPE HGT. LUMENS L.L.F. C.C.T. QTY. t "~� Robert Stromskl, Archltect CAT.NO. /\ �� r k '+ d1:1 _ ._ .. , Southolq Town (V55-5)-T4-16L-53-27K7-UNV-WM-BLK-AHS-PC WALL 15' 2,016 1.0 2700 K 6 /i Planning Board �.. GRASS PAVE UNITS 41,44 2' r„f' NOTES MF6 BY 6RASSPAVE2 OR APPROVED EQUAL LIGHTING TO BE MANAGED AND CONTROLLED BY CLOCK& r,.,... ...w.,,,.. ...,....v.. . . . .,,.. ..,_.-„ .-._„,.,.r....... ...... ,...,,�t.,• ,..,,,. ,W. ..,,. Z 6'" STABILIZED SOIL BASE °"' -.-f PHOTOCELL,TO COINCIDE WITH THE FOLLOWING HOURS a OF OPERATIONS AND COMPLY WITH THE TOWN OF GRASS P1lER5 SFEGT ION SOUTHOLD CODE SECTIONS 172 OUTDOOR LIGHTING co/ NTS HOURS OF OPERATION IN-SEASON Sam-8pm ns Itallation of Grasspave2 Units PATH ( F "FT •• � � � PATH OF FRONT to OFF-SEASON 9am-5pm '• '' ,�' " r A.Install the Grasspave2 units by placing units with rings facing up, rPONT ,•} ' * , ,� OVERHANG TOTAL LUMENS OF ALL FIXTURES-14,896 and using pegs and holes provided to maintain proper spacing and s �; interlock the units.Units can be easily shaped with pruning shears or .w rt knife.Units placed on curves and slopes shall be anchored to the base course,using 16d Common nails with fender washer,as required FOOTCANDLE STATISTICS to secure units in place.Tops of rings shall be between 6 mm to 13 •,r i x m , mm(0.25"to 0.5")below the surface of adjacent hard-surface r / FIN.GR. MIN. MAX. AVG. pavements. ►�, � 0.00 2.25 0.31 B.Install sand in rings as the are laid in sections b "" g backdum in direct) from a dump truck,or from buckets mounted on tractors, .r.1-_............... ' WALL LIGHT which then exit the site by driving over rings already filled with P A D!°Ur�t,45 _ ... . ...-_,� NT5 sand.The sand is then spread laterally from the pile using flat E bottomed shovels and/or wide A s.""asphalt rakes to fill the rings. 4 � P 9 ...��, t<�.stiff bristled broom should be uses for final finishing of the sand. �,, I NOTES: . The sand must be"compacted" by using water from hose,irrigation heads,or rainfall,with the finish grade no less than the top of rings ' " AS""WAF-0 STEERING ANGLE, and no more than 6 mm(0.25")above top of rings. PATH O pOT !S 2'8,4` Installation of Grass } it WHEEL � ASSUMED T.RACTORITRAILER (Choose one paragraph below to meet grass installation method pew desired.) } I ANGLE IS 68,5" CTP mmCEN'�„ RLIN A.Install thin sod directly over sand filled rings,filled no higher 4,t"� •. t • TURN than the top of the rings.Sod strips should be placed with very tight k. 2';,d # RADIUS AT FRONT AXLE joints.Sodded areas must be fertilized and kept moist during root establishment(minimum of 3 weeks).Sodded areas must be V protected from any traffic,other than emergency vehicles,fora � period of 3 to 4 weeks,or until the root system has penetrated and + + + + established well below the Grasspave2 units. 0 0'00 0100 0.00 00 0100 OI O B.Install grass seed at rates per grass type.A light"dusting"of + commercial topsoil mix,not to exceed 1/2 (25 mm)can be placed �S above the rings and seed mix to aid germination rates.Seeded areas + + + + + + + must be fertilized and kept moist during development of the turf ®.- . ' � ."' �' ,._" ;� 0 0,00 0,00 0 0 0,00 0,0 0,00 00 plants. M '' ''�' <.. '1 Protection x A � '�I � +,,�-`' ;.��•�` + + + + +1, + + + + + 0�. n (Choose one paragraph below to match grass installation method.) c, r �,,!,. •�J U 0 U.0 0,00 0,00 0,00 0,0 0 0 V 0,00 0,0 0 0, 1 00 0.00 A.Seeded areas must be protected from any traffic,other than emergency vehicles,for a period of 4 to 6 weeks,or until the grass o ) + + + + + + + + + + is mature to handle traffic.0100 010 0,00 0,01 0 01 0,01 0,01 0,01 001 0,02 0,02 0,02 0, 0,00 B.Sodded areas must be protected from any traffic,other than .�" emergency vehicles,for a period of 3 to 4 weeks,or until the root + + + + + + + + + � +,,. + + + + + system has penetrated below the Grasspave2 units. 0100 0,00 0, 1 0 0,01 0,01 0,01 0,02 0,04 ��0,06 0,08 0.12 01 0,10 0,0 0,01 INTERSTATE SEMI-TRAILER DESIGN VEHICLE 11.1 5COURCE: NEW JERSEY TURNPIKE AUTHORITY '00 0.00 0, 1 0, 0,05 07 OA17 0,24 0,27 0,31 0.31 0,3 0,18 106 0101 ' + + +N\� + + + + + + + + + + 0,00 0,0 0,00 0,01 0 . y �� 0,45 0,57 0.66 0,65 0,68 0,60 0,49 0,35 0. 5 0,01 / + + + + + + + + + + + + + + + + 0.00 0.00 01 0,01 0.02 0.12 0,33 0,50 1.07 1,50 1,06 1,23 1.14 0, 0,35 0.0 0,01 / + + + + + + + + + + + + -'✓ 0.00 0,01 0,01 0,01 0,03 0,12 0,32 0 1,41 1.93 1,U �2 0,7 35 + + + + + + o o + + ,// f.' �� '` 0,01 �02 0�04 05 0�04 0,1 o OQ 0� 40 ,2 // .-�'. . , ___ fi� ENGINEERS CERTIFICATION 0,01 0, 3 0,12 0, 0,31 0,39 0, 1. 1,39 /'/ f "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL ROOF OV ./ w E -�"` ,r"'� � SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME DER 1 DIRECTION.BASED UPON A CAREFUL AND THOROUG TUi bl`THE S0 + + + + + + ) / .� SITE AND GROUNDWATER CONDITIONS A ACI 0,01 0,0 0,14 0,4 0,58 0.89 0,67 / '' ,; / ALL F TIES,,ASPROP05E60', CONFORM TO THE SUFFOLK COUNTY DEPARTMEN 'OF HEAL'TA�ER*E CONSTRUCTION STANDARDS IN EFFECT AS OF �ISD,dTE,2' 0,01 0,0 0,16 0.36 0,72 1.24 j Cr S1� 0,01 0,01 0,13 0,40 0,81 1,54 D 2 sTOR '�f y' ,,-''`" °� HOWARD W.YOU G, Y.S.L.S.NO.45893n �p_g� PROPOSE $t .•° i THOMAS C.WOLPERT,N.Y.S.P.E.N0.61483 \\\�J L/ SALES / f �. ' .� \,�E Sly + + + + + BOAT ING / DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 =- 0,01 014 0 41 72 1,21 1, STORAGE A ,°:' -.,-� SURVEYOR'S CERTIFICATION o 0,02 12 0,44 0, 13 N B - - ,- ., .` � +� 4 1 0,01 013 0,34 0,76 0,99 153 / /' r, - `` �cE °� N� + + + + `3 ) r• LL kl O 0,01 01 6 0.32 0.63 1,03 L62 ,/ �,../��. , ' ' ' a, + RASsle _----_ , AVERS LL �a - --/ LLC ;. � OVER-RUN LLL' I �`t,dE_ \._. + + + + + + + + + + fr':`„ .'� LLLL �j7��_ - 0,01 0,0 0,21 0,52 1.00 1.74 59 0 L ' !�/ LLLL � HOWARD W.YOUNG,N.Y.S.L. .NO.458 833 + + + + + t + + + + + + + + + + � LLLLL <qND Sv�� 0,01 '15 0, .78 1,56 1, 2 1.33 1,64 1,50 1,80 1.68 1,74 1,14 0 68 0,28 0.04 0,01 -'" Ass PAVERS ��- �/� �� OVER RUN + + + + + + + + + + + + + + + + �► MAP PREPARED FOR 0,02 0, 8 --- �,55 1,43 1,67 1,40 1.39 1,35 1.39 1,20 1.03 0,73 0, 5 0.37 0,09 0,01 �-- ` W L ' ate"" � PECONIC WAT+ + + + + + + + + + + + + + + -�.:�� ,1�, , _LLL _ �; ,. -- � � ERSPORTS ;� LLLL _ LLLL ' 0,01 42 0,62 0,89 0,81 0,82 0,95 0,72 U. 0 064 39 32 0,17 0,11 02 A.,7 '-I-L<<- LL��L �"r �� 40 g / L. µ�_. 0 -c��`R P at Southold, Town of Southold + + + + + + + + + + + + + / -' v0 Q�,P� P Suffolk County, New York N 0,01 04 1 0,18 �28 0,35 0,38 0,41 0A 0�3 0. 0, 5 0, 6 12 0,08 0,04 0, !1 �,otiy LIGHTING & CIRCULATION PLAN 0,01 0, 2 0,02 0,09 013 14 ,15 0,14 0,12 04 0,02 0,02 0,01 0,01 0 0 County Tax Map Dist,ict 1000 section 55 Block 05 Lot 9.1 + + + + + + + + + + + 4- + 0,0 0,01 0,03 0, 0,03 0,02 0,01 0,02 0,01 0,01 0.01 0,01 0,01 0,00 0,00 0,00 / s ' � �°'` /� �� MAP PREPARED MAY 18,2023 + + + + + + + + + + + + + + + + Record of Revisions 0,00 0,01 0,01 0,01 0.01 0,01 0,01 0,01 0,01 0,00 0,00 0,00 0 0,00 REVISION DATE PB COMMENTS DUNE 13 2023 + + + + + + + rI + + + + + + "4 �: _ `. _=- :--`:'._-. .'• %•: PB COMMENTS DULY 03 2023 0.00 0,00 0.00 0.00 0,00 0,00 00 0.00 0,00 0,00 0,00 0,00 0,00 0,00 e. PB COMMENTS JULY 03,2023 SCDH5 NOIA#1 JULY 14,2023 MULTIPLE AUG. 16,2023 i + 0,00 0,00 0,00 0,00 0,00 0.00 0,00 0,00 w 0 Y 0 20 0 10 20 40 60 � LIGHTING PLAN SEMI-TRAILER CIRCULATION PLAN � ,mttt�Ftl-!Mpttq ,na1W-e�go"ttp ii SCALE:1"=20' SCALE: P=20' Scale: As Shown JOB NO.2022-0135 DWG. 2022_0135_sp2 3 OF 5 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THI5 SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY I5 PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. RECEIVED400 Ostrander Avenue, Riverhead, New York 11 QOI SPECIAL NOTES FOR PG BINDER AND MIX DESIGN LEVEL CONSTRUCTION NOTES tel. 651•'127•2505 fax. 651.127.0144 R.EGUIREMENT5 OF THI5 NOTE APPLY TO ALL SECTION 402 AND [SEP 13 2023 SECTION 404 ASPHALT odmin@youngengineering.com - ALL BROKEN CURB AND ALL CRACKED,BROKEN,OR NON (HMA AND WMA) ITEMS IN THIS CONTRACT -COMPLIANT So d Town GOLD MILL EXI5TING PAVEMENT 4 SEAL JOINT SIDEWALKS ALONG THE PROPERTY FRONTAGE SHALL BE REPLACED / 4iYi1 yi 4 PG BINDER Planning Board I IN ACCORDANCE WITH NYSDOT STANDARDS&SPECIFICATIONS. USE A PG 6414-22 (HIGH) MEETING THE REQUIREMENTS OF AA5HTO M 552, STANDARD EXISTING NEyy I SAWCUT EXISTING PAVEMENT AT THE EXISTING TRAVEL PAVEMENT PAVEMENT I LANE LINE FOR ENTIRE LENGTH OF PROPOSED CURB Howard W. Young, Land Surveyor SPECIFICATION FOR PERFORMANCE GRADED ASPHALT BINDER U51NG MULTIPLE STRESS I I Thomas G. Wol ert, Professional Engineer GON5TRUGTION,AND REGON5TRUCT SHOULDER AS SHOWN p g Douglas E. Adams, Professional Engineer CREEP RECOVERY (M5C:R), FOR THE PRODUCTION OF HOT MIX ASPHALT MIXTURES FOR 7HI5 ON PLANS. I / PROJECT. TERMINAL BLEND CRUMB RUBBER MODIFIER MAY BE USED FOP, THIS PG BINDER. PROP05ED I� / A4 MILLING OF TOP I NEW SHOULDER MOUNTABLE CONCRETE / Robert C. Tost, Architect WHEN TERMONAL BLEND GRM PG BINDER 15 USED, THE FOLLOWING SHALL APPLY: sHouLASPHALT E TEND 12• MIN. I 4'MIN. CURB TYPE M-100 �,�°' Robert Stromski, Architect CRUMB RUBBER PARTICLES SHALL BE FINER THAN 550 51EVE SIZE. I EX15T`IN& I EXISTING DYED STAMPGRETE THE GRM PG BINDER SHALL BE STORA6E-5TA5LE AND HOMOGENEOUS. ASPHALT CONTINUE SLOPE 1.50% PAVEMENT EXI5TING I _� _-- / -�✓ THE DYNAMIC SHEAR RHEOMETER (DSR) SHALL BE SET AT 2-mm GAP. SLOPE 1/4'-5/4°/FT. THE CRM PIS,AS TESTED I BINDER SHALL A BE cicl%WITH SEGFREE OF O PARTICLES RETAINED ON THE 600 um SIEVE __t..1� � � / A- •_ y •-_. :- ��/%\j�i///\ USE OF POLY-PHOSPHORIC ACID (PPA) TO MODIFY THE PG BINDER PROPERTIES IS PROHIBITED FOR MIXTURES CONTAINING LIMESTONE, LIMESTONE AS AN AGGREGATE BLEND EXISTING // �O��CQP - 0'S5 COMPONENT, LIMESTONE: AS A CONSTITUENT IN CRUSHED GRAVEL AGGREGATE, OR BASE I 4`:,- \� oFFSErI /' df � .p1� � RECYCLED ASPHALT PAVEMENT (RAP) THAT INCLUDES ANY LIMESTONE. THI5 PROHIBITION 5NOW 5TORASE AREA CONCRETE SIDEWALK AREA �. .. j„.�"' •'' �, Gj x. / ALSO APPLIES TO THE USE OF PPA AS A GROSS-LINKING AGENT FOR POLYMER �, ter` / Fjb }i 3'�11 9'-O" F �. �.°r '� �40. c' 40.07 40 ,MODIFICATION. NOTE: „ S �' r'%�'/A .. FJ� r 30"x30", ( ,• 40.10 ao. / Q 2 TOP COURSE `' F MIX DESIGN I. E5AL = '1.4 MILLION. s /` PO �� Do rloT ; ;. 40.' _ '' 4o.og QP�•�.� THE MIXTURE DE516N5 MUST BE DEVELOPED IN ACCORDANCE WITH THE GRIERIA SPECIFIED 2. DEPTH TO BE INCREASED 4" BINDER COURSE PP��. f .. •+ 40"1 404Q.J��GAP �0 IN THE HMA ITEMS THAT ARE APPROPRIATE FOR AN ESTIMATED TRAFFIC LEVEL OF < 50 BY REGIONAL PERMIT ENG. TO „ ENTER MILLION ESAL'S. 8" (5 LIFTS) IN AREAS WITH 6 BASE COURSE (IN TWO 3 LAYERS) r �P p 3j, HIGH TRUCK TRAFFIC 6 SUBBASE f `, 0r1 TACK GOAT REQUIRED BETWEEN ALL ASPHALT LIFTSP�O�P� :: 40.26 I �S O� ASPHALT PAVEMENT CONSTRUCTION -"� 39.96� yS 1. ASPHALT PAVEMENT WIDENING WILL ONLY BE PERMITTED ADJACENT TO EXI5TING FULL C� ,^ PV 46.95 p� DEPTH ASPHALT PAVEMENT. WHERE THE EXI5TING PAVEMENT IS CONCRETE, CONCRETE "� �' ,. "F�,�•�NC ` 'O 1 / 70 G WIDENING MUST BE USED. WHERE THE EXISTING PAVEMENT IS COMPOSITE, A COMPOSITE SECTION _ / OQ ` WIDENING MUST BE CONSTRUCTED. �' Q�P QP� d �.11 �P. c i } 1 30"x30" CURB, 51DENALK 4 ASPHALT PAVEMENT CONSTRUCTION40 P `'' ; =W ='"�L� �' 40.76 �. 2. WHERE THE EXI5TING PAVEMENT CRO55-5LOPE 15 DIFFERENT FROM I/4' PER FOOT, THE (WITHIN COUNTY RIGHT OF WAY) •VI a6 dip }r" � / / / 1 I STO PROPOSED PAVEMENT SLOPE SHALL MATCH THE EXI5TING PROVIDED THE SLOPE WILL BE y� �� 40:13/ !<ti'.. G5 / ASPHALT 38.80 NTS 3 r S Q "39 111 is 5/16 /FT. MINIMUM AND 5/8 /FT. MAXIMUM. WHERE A SLOPE WITHIN THIS RANGE CANNOT BE y �` /e i ! OBTAINED, RESURFACING OF THE EXISTING ROADWAY TO CORRECT ITS GROSS-SLOPE MAY / Co �'" 39•95�/ / ��, �L. 1 t / BE REQUIRED BY THE REGIONAL PERMIT ENGINEER• �.� R5 ,• .�' QE1 3g f;t•; 40.20 4°40"X o' TI Me / LLL• , �./ TABLE MOUN CURB DO N T Gv� , .• Z� 0.15 LLB // CONCRE� ENT r Cz �O�o 39.90 LLL' MQUN ABLE +38.66 5�C7 OJ� LLL.,' CONC TE 9"MAX. -. CO Sri R L1 ,. CURB I 7"MIN. /G�E�` NG PROPOSED 39.7 o LLL-Li, 'SS GO OJ�O P IC 39.5 LLL GRA 2,. �E�` �� m ELEC E ..«° PAVERS v a 39.70 N ( SERVI 'CH OVER-RUN I SED GAS SERVICE 39.4011 PAVERS .. a 0 /t P �� - I' ►- + �' _ L_L .-GRASS - . 15 �� 1 " 40.50 f- a• LLL 40. \ Ln z �, " :._- N; z (n �' / I R:RUN 25 0 W ° Ill Uj 39.59 Y CC `, +� 8 40.53 L LLt OVE 39 90 � _. a 40. G '` W Z 39.3 L t 40.28 1) L l_ _ I_L ` �. // o W .�'.: da .�-' - 6" �' 1�'tii '^.� LL LLLL ( :� � Cn �� _LLLLL_LL_I ^ fl- o a _ p 40 44''�. � L LI_I_j+_- _ I- 40.25 cP ._ _LL.LLL .... l� \ O o a'•'' 39.83 40.0C) 1� 40.19 �;'m }..; *p,� i- ✓�2p i - tO W \ \ \ \/\ �\ \ Q�1 ! 40 02 - PNAL'T / FE 40.70 1 ~ � � o 0 cn 39.77 A 40 20 w -�. \ \ \ \ \ \ \ m \�\X\�\�\� \� r��RPMP 'pa OUNTABLE 0 D -, m= \/�\/�\��\/�\//\/�\� / GVR C NCRE� 51N P PROPSJ A y 40�0 QD q� 40.40 .t m 0 a co A TER CUB I ADaIj 40.9() - ' `/ EXIS�N CE TO BE 38 2+ 40?0 �ySM 16,OHD�'I i 40.65 c -G SE ABANDONED 39.70 ` F I N1-4 �16'oHo 40. aa.1a ti CAST-IN-PLACE CONCRETE CURB AIR s9v m DA ER o H TYPE M-100 MER 39 ().30 (MOUNTABLE CURB WITHOUT CURB ANCHOR) pROPO RD �+ 0 30 .39 w END 40.65 SED gOLLA � 40 3. + ^' 41.15 NTS WADER � m 40.s0 o CONCRETE GRADE BREAK TO BACK OF CURB CURB (TYPJ SCE ` OWTS H� �:';.__z CURB BEGIN - TABLE LESS THAN 5'-0 1z `S200F:OVER 'p' o CONGRE CURB 24' SRN. 1 S3fI� 5YMAX t A.....-_� ES&z' �' Z r iIf a - .. -DROP CURB !� 0 PANEL \� +37.s4 0 3 48 o W � 8. o \ TORY GRADE BREAK AT BOTTOM OF RAMP -ONE CORNER OF DETECTABLE - + - TRUNCATED DOME DIMENSIONS - % `� 2 5 WARNING SURFACE LOCATED t t� D QPOSE� 1 AT BACK OF CURB DIM MIN ON) MAX. (IN) 0 \ PR ALES & I A 8 A 1.6" 2.4" f } p DETECTABLE WARNING �� a u.65� _.._.i ce..__ ,� MAX. t � \ +38.75 0 BOAT 5 vI�pING \ +3 7 SURFACE PLACEMENT OPTION 2 �-_ - - I �11 CONCRE- o GE g i' �C 54% - 65Y. OF 0 DIM ` 5TORA \y/ vD a.s• 1.4" __.._-- --- -- .... # ---- EPDER h GFA__9,6515F `� ��, ENGINEER'S CERTIFICATION 1 I � ASP ENT „ \ NO gASEM I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR SEWAGE DISPOSAL �} 40.50 N SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME_.R_ DEIZ j o STONEBLEND BEGIN FFEL G W E REMOVED DIRECTION.BASED UPON A CAREFUL AND THOROUG1DY bF� E S 40.15 ' 39.95 0 CONCRE TIN �� -- SEE SHEET 3 Df 9 PLC o 0 39.90 _-.--" 70 40.9 \ SE �CE TO B , SITE AND GROUNDWATER CONDITIONS,ALL FACI �RQ, r . FOR RAW SIDE OPTIONS f _ 1 N 3 � 39• 40 40 CURB � r � CONFORM TO THE SUFFOLK COUNTY DEPART MEN F AttH SEVF�C31C� � t IS Mai / --SIDE FLARE (TYPJ C 0,2" 1 " _I " ^''.T o IN o ,� 4000 G2 _ - CONSTRUCTION STANDARDS IN EFFECT AS OF I 1.. w' S / b /: MAx. 1 -s 75 EXISTIN -DING BUFFER ZONE- �1 s' )SEE NOTE 23Y ►I-~-1.. i +� 3 y ,, �! 39. \ 5 fORY B MVE � 7 0 cMF m o ... .._"._.._. • O 4 7A \7,St i1' �+fl-•� I c 3 TO BE RE b' - __ - 37.92 _ 1 _ 1 tr ate' r- . 37 37.99 FFL � �1 SECTION E-E -s 1, _-r" __1- 8 16'oHD I \ ,`10 �897 1 78.1' 1 HOWARD W.Y ,N.Y.S.L.S.NO.45893n DETECTABLE WARNING SURFACE (DIMS) VERTICAL SURFACE DISCONTINUITIES '� �j 0.40 11 16'OHD _ ' it o THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 \�FFS,S I ONI RAMP ` ss� _ `v TRUNCATED DOME DETAILS SEE NOTE 6 ON SHEET 1 OF 9 l , <<' 40.90 1 5 DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 _ a 40 40 ' 1 Cq SEE DETECTABLE WARNING-��' ~ -�-CLEAR SPACE 39 88 39 48 II y a PUN:EMEN1 DETAILS ON SHEET 2 Of 9 ..\\ (SEE NOTE 29) 39'63 O A M CURB RAMP DETAILS N I ' I � -• N o MOUNTABLE, ', �, 37.06 o SURVEYOR'S CERTIFICATION THE DESIGN FOR THE PROPOSED HANDICAP SIDEWALKS,CURB RAMPS AND DETECTABLE WARNING SURFACE SHALL CRETE Sj0t.1EBLEND N b CON BOLLARDS _' _ +3T�f2 S� 0 CURB RAMP CONFIGURATION: TYPE i CONFORM TO THE CURRENT STANDARD SPECIFICATIONS SHEETS OF THE NEW YORK STATE DEPARTMENT OF �_ I �1 f ' 39.69 o N TRANSPORTATION(NYSDO.0 REFER TO"SIDEWALK AND CURB RAMP DETAILS"608-01 SHEETS 1 THROUGH 9. 39.55 i� �� 11 _FFL- AC ~ �jp OF s 3970 39 30 39 37 �� i ; 38.2o CP _ 0 fl .� � R D � /✓ N 3945 �� i ) ' fn P UI! iJD N 39.1 \ +'� 0 �0 Ni' +37.46 AI -n ITT l- fT► Z � ` 1 Z \ �+'37.6 -- 38 3 O 8 9 OR V�E £A�pjN-~ • 1 3 y_. g 07 5.NO.45 3 �1 r 39• 2 _:� �-�-" �� ' 3 HOWARD W.YOUNG,N.Y. 38 _._..._.. - MOUNTABLE n D g V FZ CONCRETE CURB STEP 3 A All POINT TANGENT �- STING 5ANITARY ON BUFFER - - 1 ; S UCTURETOBEAB��RD NCE NSI_a f - "- MAP PREPARED FOR Q' OR REMOVED INS STANDARDS TRA IPp e l_ STEP.2. _....._..... �_ _ 5 ITN SCDH 35.75 _ o, % - - ------ - PECONIC WATERSPORTS \-STEP 4 WbF 6 FT. E Q` ` , 150•00� 5 OCKADE FENCE 8 STEP 5 n,' i . � - RADIUS =`R" at Southold, Town of Southold RADIUS n "R" STEP 6 °16'50 W Suffolk County, New York (SEE TABLE 6) CORNER 1f CORNER':, / NIY r-ARC TANGENT 581 County, o ANGLE ANGLE 1 + / POINT ITYPJ �. + OUT IN LIMIT 1TYPJ 36.68 N - - - - - CMF erl COUNTY ROAD IMPROVEMENT PLAN SHOULDER WIDTH - - - ft + HIGHWAY EDGE ', or form (SEE NOTE 19), OUTSIDE EDGE OF �1 OF PAVEMENT �' now Robert G. TRAVEL LANE 1 _ �_ - - ' f ormerlY �C 1 Robert John Bohn, Bohn no es 1 Bohn&Carol Ann County Tax Map District 1000 Section 55 Block 05 Lot 9.1 A _ - - bi� OFFSET ins t - - _ T , - Nor riS C0 80 i er °n;ng use R- DRIVEWAY _, uad Ent P use R.80 I Z TRAVEL LANE � "., IN Off SET � ,� Q Z°hlhg MAP PREPARED MAR.29,2023 / 1 WIDTH DIRECTION OF TRAVEL `'� INTERSECTION POINTS 11 ► Record of Revisions +-- --------._._.... I REVISION DATE - DESIGN ELEMENT TOLERANCES PB COMMENTS JUNE 13,2023 INSIDE EDGE OF OUTERMOST TRAVEL LANE (EQUALS THE CENTERLINE OF 2-LANE HIGHWAY) 1 DESIGN AHD FIELD LDJIT FOR WORK PB COMMENTS JULY 03 2023 1 ELEMENT LAYOUT LIMIT' ACCEPTANCE PB COMMENTS JULY 07 2023 RADIUS LAYOUT ' SIDEWALK CROSS SLOPE -SEE NOTE 12 1.5% MAX. 2.0% MAX. SCDH5 NOIA#1 JULY 14,2023 VALID FOR RESIDENTIAL OR MINOR COMMERCIAL DRIVEWAYS SIDEWALK GRADE (RUNNING SLOPE) ' SEE NOTE 11 4SX MA%. 5.0%MAX. MULTIPLE AUG.16 2023 ffOU THE VALUES OF "R" AND "X" SEE TABLES 6 AND T. RESPECTIVELY) CURB R_AlIP CRADE (RUNNING SLOPE) - SEE NOTE 21 _ 1S%MAX. _8.3% MAX. BLENDED TRANSITION GRADE (RUNNING SLDPEI - SEE NOTE 7 4SX MAX. - 5.0% MAX, ALL VALUES SHOWN ON THE 608-01 STANDARD SHEETS REFER TO DESIGN AND FIELD LAYOUT LIMITS. T. DRIVEWAY DETAIL AND OR CONSTRUCTIONEOF PEDESTRIAN FA AND CILITIES" AVAILABLE ONATHELNYSOOT HIGHWAY DESIGNDESIGN MANUAL CHAPTER 18 NE8SITf. 20 0 10 20 40 60 THE DESIGN FOR THE PROPOSED HANDICAP SIDEWALKS AND CURB RAMPS SHALL CONFORM TO THE CURRENT 20'- 0 STANDARD SPECIFICATIONS SHEETS OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION(NYSDOT) Scale: 1° REFER TO"RESIDENTIAL&MINOR COMMERCIAL DRIVEWAYS"608-03 SHEETS 1 THROUGH 9. JOB NO.2022-0135 DWG. 2022_0135_sp2 4 OF 5 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINESOR FOR ERECTION OF FENCES-(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'5INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY I5 PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE A55I6NEES OF THE LENDING INSTITUTION-CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)A CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS- 400 Ostrander Avenue, Riverhead, New York IIQ01 tel. 631.1212303 fax. 631.727.0144 adman@youngenglneering-com RECEIVED STONE PAVEMENT U V EXI5TING 2 EXISTING d ,,; ,r �55� Howard W. Young, Land Surveyor GROUND- S.� PAVEMENT FSEP 1. 3 ?023 ineer /' -" �, s°`' ,. '" /.°' `x,�0/ Douglas E. AThomas C. d ms, Professional Enert, Professional gineer S uthoTd Town Robert G. Tast, Architect z MOUNTABLE BERM Planning Board - ^ ''x � 0.0 / ,,-` ,,• •°° ,•�,,, 4p 40 ao.07 Robert 5tromskl, Architect _ �. 40.10 Q b FILTER CLOTH (OPTIONAL) // j �=""° 0 5 ti `✓40. `` 40.Og PROFILE N / G,C\Q � ,,•► 40.1 40.4f; �G��6� '' PVO �C ,s 4,o'."'ss o 1 Q��P� CIOa P�E 40.00t r c DRAINAGE DESIGN CRITERIA & CALCULATIONS 50' _ ° i'� �J .•° SP��\'P 4026 ✓ /I �P�S�� m I n MIN. TPJ�� .W.�°" " 3996i'�' i AQ 7 / 0 19 P \ 40.95 p0� r V=A R C WA5HRAGK N z ,��(�` `� ,.'`'`" Aeo T_�1 s.ss 1b / AO.70 l .= A=AREA OF TRIBUTARY(S.F.) R=RAINFALL(FT.) C=COEFFICIENT OF RUNOFF (OPTIONAL) Pg`�o 4 40.76 1 S >> ° NOTE ` HIGHEST EXPECTED GROUND WATER EL-70 J�11.N.::` EXISTING 40':13 ." c5 5Pv4AL 3s.8o ALL CONNECTING DRAINAGE PIPES ARE 15" IA EXISTINcS - -��-(� �C�OARS -- -_< ` '� 39.81 / �., A E DIAMETER HOPE. -;: &ROUNL> y -��:�'' A GA PAVEMENT - f,,• --i� '; 3995,.E / GENERAL POLLUTION CONTROL MEASURES -' TRIBUTARY AREA#1=9,903$F 40.20 IN ACCORDANCE WITH THE PROVISIONS OF THE NYSDEC GENERAL TABLE �0 �P�✓✓ MOUN REQUIRED VOLUME N R� / 4O.15 L.L s CON TE CURB STORMWATER PERMIT,STORM WATER MANAGEMENT AND EROSION AND ASPHALT/GONG.: 5,373 S.F.x 2/12 x 1.0 =896 C.F. I ° Gv r /,.;; 325 SILT L CRE S SEDIMENT CONTROL MEASURES INCLUDING,BUT NOT LIMITED TO,THE . k; - 3y.6� .2 / 39•90 UNTABLE IELp#1 FOLLOWING SHALL BE MP O R ROOF: 2,649 S.F.x 2112 x 1.0 =442 C.F. I I PLAN T. �! , �' ✓✓i39.5a, / +38.ss ��N(i� L-L•.L GLL ONCpE rt E LEACi IING A x7, pEEP EMPLOYED YED DURING CONSTRUCTION: LAWN: 1,881 S.F.x 2/12 x 0.10 = 31 C.F. i i® ' LLL : US 1O' DI •�' �✓ + L.L _ CURB 3)POOLS 1.EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED(BY TOTAL REQUIRED = 1,369 C.F. ✓ /� 3975 LLLLL N ( INSTALLATION OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS) PROVIDED VOLUME DRAIi`IAGE TO SEDIMENT ✓ Cg#kl.l 50 L LL L A55 TRAPPING DEVICE ✓bf7s 39• L`" , ' GR AND SHALL REMAIN UNDISTURBED. SEE NOTE 8 �'.- 'f✓ 39.5 39 GRATE=3 55p4 O,N r PAVERS USE:LEACHING FIELD#1 - 39.70 \ IE"3 f/ D OVER 2.CLEARING AND GRADING SHALL BE SCHEDULED 50 AS TO MINIMIZE THE (3)POOLS 10' DIA.x T DEEP =1,437 C.F. 39 4 9 4s# VERS ""° " '".,rJ Ci ` EXTENT OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE TRIBUTARY AREA#2=5,451 SF L GRA55 PA 15 y \\ � AO.50 Ln EXPOSED.GRADED AND$TRIPPED.AREAS SHALL BE KEPT STABILIZED CON5TRUGTION NOTES �'' CG; 8 i=�L oVER-R- 49 0 �'.-f 40 25 o THROUGH THE USE OF TEMPORARY SEEDING AS RE UIRED.5EED MIXTURE$ REQUIRED VOLUME + �°`'� LLL 39.9 .: TEST HOLE DATA Q I. STONE SIZE-USE 2" STONE,OR A RECYCLED CONCRETE EQUIVALENT. 39.59 �� - SHALL BE IN ACCORDANCE WITH$OIL CONSERVATION SERVICE ROOF: 1,397 S.F.x 2/12 x 1.0 = 233 C.F. 39.3 �- 0. u_Lt_ -.1- RECOMMENDATIONS.IN AREAS WHERE 50IL DISTURBANCE HAS ASPHALT/CONC.: 2,830 S.F.x 2/12 x 1.0 =472 C.F. 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RE5IDENCE LOT WHERE A 30 McDONALD GEOSCIENCE P`OOT MINIMUM LENGTH WCULD APPLY). y -- LL_L .LLLL_LL_LL " „✓f'"` fl- E3. THICKNESS-NOT LE55 THAN b". 4 IA_ I-LAA_LLt-ILL, � , ".,"."" r� --F,., , -��,, 'a, �p 11/15/22 TEMPORARILY OR PERMANENTLY CEASED,TEMPORARY AND/OR PERMANENT LAWN: 1,224 S.F.x 2/12 x 0.10 = 20 C.F. 4. WIDTH- 12'MINIMUM BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR 39.83 4025 \ t L4 I "� po 0 SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR TOTAL REQUIRED =725 C.F. EGRESS OCGUR5. 40. �''" ` �/ O p CJI o O" 0 MIXED 0.0' IMPLEMENTED WITHIN SEVEN DAYS. Ei. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 2 " " / O J T 1 40.7 P�o _ � z SAND 6 PROVIDED VOLUME Ei. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION �'L ASWAL �C y•p p ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE, IF PIPING 15 IMPRACTICAL,A - C`IQ t�Q 7 �T / 40Z) �? 1,L wo L0 D LOAM 10, 3.THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED USE:LEACHING FIELD#2 rT.OMA MALE BERM INTENANCE T1HE ENTRANGE SLOPES SHALLBBE MAINTAINED IN A CONDITION WHICH WILL / �� P T A0.5) �e 40,90 Ao.0 m N BROWN (2)POOLS 10' DIA.x 6' DEEP =821 C.F. 0 -0 0 TO REDUCE RUNOFF VELOCITIES.RUNOFF SHALL BE DIVERTED AWAY FROM PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC,RIGHTS-OF-WAY.ALL SEDIMENT G - E % qp 40 SILT G p�C,R�UT 0 ,� // qp 00 40 40 N 'f' (ML) CLEARED SLOPES. SPILLED,DROPPED,WASHED,OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED 4Q,90 QJ �� 2 O' TRIBUTARY AREA#3=10,177$F IMMEDIATELY. VA 5s O 38.82+ .2p AO.65 YELLOWISH 4.SEDIMENT SHALL BE TRAPPED ON THE SITE AND NOT PERMITTED TO E3. PERIODIC, IN5PEGTION AND MAINTENANCE SHALL BE PROVIDED EVERY SEVEN(?) \�i p s Q- BROWN REQUIRED VOLUME '.ALENDAR DAYS. d 39.7 +38.18 ENTER ADJACENT PROPERTIES OR PUBLIC ROADS OR DRAINAGE SYSTEMS. SILT FINE ROOF: 3,193 S.F.x 2/12 x 1.0 =532 C.F. 39 75 . � �-� lfl SAND SEDIMENT BARRIERS SHALL BE INSTALLED ALONG THE LIMITS OF 39.50 ASPHALT/CONC.:447 S.F.x 2/12 x 1.0 =75 C.F. ,rlO� (SP) DISTURBANCE PRIOR TO THE START OF CONSTRUCTION AND SHALL BE � STONEBLEND: 6,493 S.F.x 2/12 x 1.0 =1,082 C.F. 5T?�B 1 L I ZED GON5TRUGTI ON ENTR�NGE ARDS 0 40.3 ().30 p+ 3s I��O�G ENp 4115 PALE BROWN 14.0' MAINTAINED UNTIL CONSTRUCTION I$COMPLETE. LAWN:44 S.F.x 2/12 x 0.10 = 1 C.F. NT5 INL�T BOLL(V?) I 40�0 =s -" CONCRETE 40•65 FINE COARSE 5.5.A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO TOTAL REQUIRED = 1,690 C.F. _ SAND _ _ -��` `�. CURB BEGIN PREVENT SOIL AND L005E DEBRIS FROM BEING TRACKED ONTO LOCAL PROVIDED VOLUME � OGT IO `� rd: :•'=tea° R;;.P• ;. MOU RE E CURB BLE (SW) 17.0' ROADS.THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE USE:LEACHING FIELD#3 F'� - CONC NO WATER SITE IS PERMANENTLY STABILIZED. t (4)POOLS 10' DIA.x 7' DEEP =1,916 C.F. GRATE=39 30 1� 1..;_; ENCOUNTERED JFs35 30 1 6.ALL RUNOFF SHALL BE RETAINED ON-SITE IN ACCORDANCE WITH LOCAL REGULATIONS AND APPROVALS.DRAINAGE INLETS INSTALLED ON-SITE Z % SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF p _� 1 --_ _ APPROPRIATE INLET PROTECTION. CD \ 1 1 +37.9+ USE DANDY BAG � �1. O " r 7.THE FOLLOWING MEANS SHALL BE USED TO CONTROL DUST DURING SEDIMENT CONTROL DEVICE w - � +38.48 �r CONSTRUCTION:A.WATER-DOWN ACCE55 WAY$,STOCKPILE$,AND STOR r MATERIAL PRIOR TO LOADING; B.LIMIT ON-SITE VEHICULAR SPEEDS TO 5 AS MFG BY DANDY PRODUCTSA D ALES I MPH;C.PROPERLY COVER TRUCKS CARTING L005E MATERIAL AND OR APPROVED EQUAL � 6' ROOF PROPOSE at 1 pRATt4 +3875 BOAT SA G + 87 51�T CONSTRUCTION DEBRIS. FIELD#2 ". .,. ; ER` STORAGE BUI 5F �E1�1G� 8.SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL �,FIE D GF A=9,651 REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY r T. p USE LEACNIN X 6' DEEP \ GRATE COMPLETELY r '. 10' PTA- A5pNAA SEMENT STABILIZED.FOLLOWING PERMANENT STABILIZATION,PAVED AREAS COVERED BY >° ' POOLS -40A SHALL BE CLEANED OF SOIL AND DEBRIS AND DRAINAGE SYSTEMS SHALL HIGH-FLOW FABRIC (2) 5TONEBLEND 1 BEGIN NO BFFAEL- ; J BE CLEANED AND FLUSHED AS NECESSARY. 4 40.15 39.95 p CONCRETTE 91 .1 O 0 39.90 39.70 AC 40 CURB / _ _ 9.PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE 01 o o 400p 40 ��' - PERFORMED AS INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR PLAN � cN� z 39 75 _ __ - -�� PROLONGED STORMS.MAINTENANCE MEASURES ARE TO INCLUDE,BUT ARE FLUSH INLET o O }ZY �� 7 o cMF NOT LIMITED TO,CLEANING OF RECHARGE BASINS,SEDIMENT TRAPS AND c zi +'� 37.92 DRYWELLS,CLEANING AND REPAIR OF SEDIMENT BARRIERS,REPAIR OF n I G{C}�IL -+ - r --� +39.37 BERMS AND RUNOFF DIVERTER5,AND CLEANING AND REPAIR OF INLET o z t STO 37.ss r FFL PROTECTION DEVICES. USE DANDY BAG --__ i397.90+ SEDIMENT CONTROL DEVICE '� '� { 40 40 - ;•-`__ 0 10.DURING CONSTRUCTION,THE CONTRACTOR SHALL COMPLY WITH ALL A5 MFG BY DANDY PRODUCTS _�,- :W 40.90 1 LOCAL REGULATIONS CONCERNING THE DISPOSAL OF SOLID WASTE AND OR APPROVED EQUAL 4040 y DEBRIS AND TOXIC AND HAZARDOUS WASTE,AS WELL AS SANITARY 88 '' 48 3 I 0 SEWER AND SEPTIC SYSTEM REGULATIONS. 39.63 39 0 �/ ING FIELD# p o p 0 ' U5E:iCEACH PIA.x 7' DEEP O 2 N ) 4 POOL510' p 7C7 -- � 0 11.CONCRETE WASH-OUT OF READY-MIX TRUCKS IS PERMITTED AT THE PAVEMENT SURFACE fl CONCRETE CURB ARDS (� STONEBLEN a ' + � 37°06 cQ. -f, DESIGNATED AREA. FLUSH BOLL �� \ 39.69 A H co 3 UNLESS OTHERWISE DIRECTED BY THE OWNER,THE CONTRACTOR IS INLET r. 3955 y0 �I + + -� N �_ RESPONSIBLE FOR MAINTAINING THE NECESSARY RECORDS OF 1.1 39 30 Z 38.20 �' 3970 37 l _ _ O CONSTRUCTION ACTIVITIES,PREPARATION OF INSPECTION REPORTS,AND 39 45 39. 1 I rn REPORTING RELEASE OF POLLUTANTS TO THE PROPER AUTHORITIES AS 12 �� ( ZJD NECESSARY TO COMPLY WITH THE NYSDEC GENERAL$TORMWATER PERMIT. SECTION _'_= +37.4s rtr '"` �' 3.1 I C THE CONTRACTOR SHALL REPORT ANY REQUIRED MODIFICATIONS TO THE %' CB 0-7 -t1 SWPPP NECESSITATED BY FIELD CONDITIONS OR CONSTRUCTION m ACTIVITIES TO THE ENGINEER FOR REVISION OF THE SWPPP WHERE IF=g407 APPROPRIATE. 1=LU5H INLET PROTECTION n NT5 39. 2 _ -.a, �H37,s-®- 3s 07 ENGINEER'S CERTIFICATION N 38. 7- = F '=::-- -� MOON SABLE y �- CONCRE CURB "I HEREBY CERTIFY THAT THE WATER SUPPLY(5)AND/OR$ AGED $POSAL SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME �Y,�/ DIRECTION.BASED UPON A CAREFUL AND THOROUG (JjSY�FFIHE5 SITE AND GROUNDWATER CONDITIONS,ALL FACI ROPQ3EQQ, 'TRAM � D, GTIO1�l CONFORM TO THE SUFFOLK COUNTY DEPARTMEN AL FfuERVfS T N N,• � W O Si" o HAY BALE 511,.T r- o �� . • ;f y � 35 75 CONSTRUCTION STANDARDS IN EFFECT AS OF T , i BERM SAND BAG �(� {'; s cc POSED 6 FT.PRO CE o �.�: ', COMPACTED WOOD FRAME 150 00 STOCKADE FEN `F (9089, _ BAGKFILL SECURELY o 50°W �`�!� 0 8 9, 581 16' H0WARD W.YO 5.L. .N 9 3 n ---i PLASTIC FASTENED AROUND THOMAS C.WOL R N.Y.S.P.E.NO. ,.a i I I j -I LINER ENTIRE PERIMETER ,_ cMF DOUGLAS E.ADAMS,N.Y.5.P.E.NO.80897 36.68 _. rly now or f ormeRobert G. ormer�ll C 1 Robert John Bohn, Bohn O WIRE FENCE SECTION A-A SECTION B-B -- now or f .ses Co"�� 1 Bohn&Carol Ann f MAP PREPARED FOR Qua Enter?", ?-g0 ' Zoning use FILTER CLOTH LATH AND FLAGGING Zoning - PECONIC WATERSPORTS ON THREE SIDES� ROUGFf HEMLOCK 1 O TOP OF BERM FIR FRAME 1 UNDISTURBED DISTURBED at Southold, Town of Southold SAND BAG ' AREA FLow AREA Suffolk County, New York M HAY BALE SECTION EROSION & SEDIMENT CONTROL PLAN ® WOVEN WIRE FENCE County Tax Map District 1000 Section 55 Block 05 Lot 9.1 PLASTIC ION 3 SLOPE MAX. 8.00' 7 MAP PREPARED AUG.16,2023 LINER �t � � B � B -- --� '�-- - --�' CONSTRUCT SILT FENCE Record of Revisions - - AROUND ENTIRE PERIMETER c OF STOCKPILE _ - FILTER REVISION DATE CLOTH `0Z GON5TRUGTION NOTES Ul 1.PROTECTION OF STOCKPILES 15 A YEAR-ROUND REQUIREMENT. -!2j 01 STOCKPILE GRADE 2.STOCKPILES SHALL BE LOCATED A MINIMUM OF 50 FT.FROM GONGENTRATED 5TORMWATER FLOWS,AND INLETS- "BELOW GRADE" PLAN "ABOVE GRADE" PLAN 3.WIND EROSION CONTROL PRAGTIGES SHALL BE USED ON ALL STOCKPILES AS APPROPRIATE. 4.REPAIR AND/OR REPLACE PERIMETER CONTROLS AS NEEDED,OR A5 DIRECTED BY ENGINEER. ELEVATION 0 5-SEDIMENTS SHALL BE REMOVED WHEN SEDIMENT AGGUMULATION REAGHS m ONE-THIRD (1/5) OF THE BARRIER HEIGHT. - Z `p 20 0 10 20 40 60 CONCRETE NA5HOUT TEMPORARY 5TOGKPILE 51LT PENCE NT5 NT5 NT5 Scale: 1" - 20' - JOB NO. 2022-0135 DWG. 2022_0135 sp2 5 OF 5 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)6 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. BULK SCHEDULE OF DIMENSIONAL REGULATIONS 400 Ostrander Avenue, Riverhead, New York I1a01 N N :,o�,�,�uo„„n tel. 651.127.2505 fax. 651.727.0144 (GENERAL BUSINESS) admin®youngengineering.com / MINIMUM olmq w �:�; � E �.� n,,• /' ��°°� o - _ / PRINCIPAL REQUIREMENTS PLAN Howard W. Young, Land Surveyor y LOT SIZE 30,000 S.F. 37,123 S.F. Thomas G. Wolpert, Professional Engineer ��G ' LOT WIDTH 150' 150' ROPp w ,, E �• J P LOT DEPTH 150' 247' Douglas E. Adams, Professional Engineer oR S r Robert C. Toast, Architect � � %'"� �,5 / FRONT YARD VARIABLE 69.8' ' Robert Stromski, Architect LISA DRIVE � "'_ x; �' �' � ' „� O� �I SIDE YARD 25' 25.4' o x,�/ BOTH SIDE YARDS 50' 71.9' "' 5 <J0 �' REAR YARD 35' 65.4' R5-1 LANDSCAPED AREA 35% 36.9 30"x30",-' e t SITE DATA Q LU s / PO <, oo m�o omW o N'° Y �' ENTER G��DOJO �G"oP-\o MAXIMUM TOTAL AREA = 37,123 SQ. FT. co ti PERMITTED ��tia o� �� PRINCIPAL DIMENSIONS PLAN *ZONING USE DISTRICT =B(GENERAL BUSINESS) LOT COVERAGE 30 p 19.5 /° + � �SS BUILDING HEIGHT 35' <35' VERTICAL DATUM =NAVD(1988) P� 0 1oj GOB NUMBER OF STORIES 2 (� > R33 '/ 2 R1-1 KEY MAP �,' r ` : ,..- �(� NUJ��P�� , , 3o"x3o" PARKING CALCULATION SCALE: 1"=600' FRONT YARD TABLE o*,moo"n s �' O G O N � '�` BEM STOP SCTM# FRONT YARD PARKING REQUIRED /" ASPHALT BOAT REPAIR&SALES: 2,651 SF C�1 STALL/250 SF = 11 STALLS / 1000-55-5-7 62.6' 'l', STORAGE: 7,000 SF C�1 STALL/1,000 SF =7 STALLS " /. � -� 1000-55-5-10 f r R5-1 �� -} y.; LLL, 67.5' TOTAL PARKING REQUIRED =18 STALLS 30"x30" NQ ts`Q AT' /,,� LLu TABLE AVERAGE FRONT YARD=62.6'+67.5' /2=65.1' N�.tl�µP 1 %/.' L_LI MOON B PARKING PROVIDED -09 L �, LLI R16' E CONCRETE CUR DO NO ' ENTER '232 /�O��: %.LL L' MOUNTABL .% Rg0 ASPHALT&STONEBLEND PARKING =18 STALLS + + ;` GN ` `-LLLL CREW PLANT CENTER ,' '%. SL �O / _ALLA . ' CON ,�. :/" `f .'. ' .• . t_L CURB Q + PLANT ROW /! i,' j .'%.ELL GRASS 5-NS PAVERSN SECTION 280-48: USE REGULATIONS TYPICAL ON CENTER 5PACING AS ' '/'" +' - OVER-RU ou„n+M O O O LABELED ON PLANTING PLAN ' /%.l / ... Ft22 I NOTES: (12)PUBLIC GARAGES,GASOLINE SERVICE STATIONS,NEW AND USED MOTOR R33' .E..� ./A $PgvERs * VEHICLE LOTS,VEHICLE SALES AND RENTAL,INCLUDING THE SALE OF L ,GR UN REMOVE ALL PLASTIC AND WIRE TA65. PLAN-SHRUB SPACING d�/ER.R f / ,F 15 * RECREATION VEHICLES AND TRAILERS AND BOAT SALES,WITH ACCESSORY ° 5, REMOVE ALL NON-DEGOMPOSIBLE CORDS REPAIR FACILITIES,ALL SUBJECT TO THE FOLLOWING REQUIREMENTS: •' _i•.• '� 6.0 6s AND BURLAP FROM THE ROOT BALL, IF Gok SQ�� PGA LOLL I LI_I :i-t-LL' d, % c- a PRESENT. PLANT SET AT ORIGINAL Q v �g I L LLLL: 4 .44 0 N a)ENTRANCE AND EXIT DRIVEWAYS SHALL HAVE AN UNRESTRICTED WIDTH a o0 0 0 0 PLANTING DEPTH RV Gv L t_{_L b ��P I 1 O� o ut * DO NOT GUT BURLAP FROM SIDES OF NOT LESS THAN 12 FEET AND N07 MORE THAN 30 FEET AND SHALL 8E G, R 1 p ° /o �!, OF THE ROOT BALL. �, / 22 OCR o 0 �- LOCATED NOT LESS THAN 10 FEET FROM ANY PROPERTY LINE AND SHALL BE -3" DEEP SHREDDED BARK MULCH zy � qLT V yQVP�� 1 � � o �, * SET TOP of ROOT BALL I" ABo�E 50 LAID OUT AS TO AVOID THE NECESSITY OF ANY VEHICLE BACKING OUT _ Q� 11 ON ASP pS �� 1 W Q -i. i FINISHED GRADE. Z �-LANTIN6 BAGKFILL N �P 4- N JD I o m o e ACROSS ANY PUBLIC RIGHT-OF-WAY. � ��FzP ,a OUNTABLE ^' D -s REMOVE ALL ACCUMULATED 501L OR b)SALE OF USED VEHICLES OR BOATS SHALL BE CONDUCTED ONLY AS WHERE SHRUB5 ARE PLANTED IN MA55 '' GQ1y C, CO>\1CRE 2 STALLS 25. Ip N ) � MULCH FROM THE ROOT GROWN AREA. ACCESSORY TO THE SALE OF NEW VEHICLES OR BOATS. EXCAVATE ENTIRE PLANTING BED CURB g, 8' g '"�" .macs * REMOVE ALL WIRE BASKETS FROM c)VEHICLE LIFTS OR PITS,DISMANTLED AUTOMOBILES,BOATS AND SECTION :r or+o -'I ROOT BALL, IF PRESENT VEHICLES AND ALL PARTS OR SUPPLIES SHALL BE LOCATED WITHIN A + 3 N5 JD } 16'oHD� r-16 6-OH `. BUILDING. 40.0 `' DECIDUOUS TREE d)ALL SERVICE OR REPAIR OF MOTOR VEHICLES,OTHER THAN SUCH MINOR TYPICAL MA55 PLANTING LAYOUT �s ;. JD 3.B5 1. SERVICING AS CHANGE OF TIRES OR SALE OF GASOLINE OR OIL,SHALL BE CONDUCTS IN A BUILDING. NT5 � s•. d,�, HOSE PROTECTOR D LD NG. a .� � � � PF gO1.1 ARps �,q w END AR l4 e)THE STORAGE OF GASOLINE OR FLAMMABLE OILS IN BULK SHALL BE CREW t' LOCATED FULLY UNDERGROUND AND NOT LESS THAN 35 FEET FROM ANY 4-NN LEM PF .°,60 zl04 ... _ ____r�-r.� , B - �Itl J 2"x2" STAKE (3 WAY) ,va r CONCRETE BEGIN r -~' PROPERTY LINE OTHER THAN THE STREET LINE. '°I' ° _ - 4 p `#' TABLE '. �I` f)NO GASOLINE OR FUEL PUMPS OR TANKS SHALL BE LOCATED LESS THAN 15 NOTES: ,;� - 35, :o MOON 1 ' ; �, REMOVE ALL PLASTIC 8 WIRE TAGS gt�.+, ' ;'R '. '' CONCRE CURB <a 2 STRANDS NO. 12 GALV. PLIABLE FEET FROM ANY STREET OR PROPERTY LINE. * Di` 1,•,•: t a i5 C�e, hr b' STEEL WIRE (TWIST TO TIGHTEN) Iv g)NO GASOLINE SERVICE OR REPAIR SHOPS OR SIMILAR BUSINESSES ARE TO * REMOVE ALL PLASTIC CORDS FROM � 1•:.- '.,'.'�-�' � ��" � � ", � `»✓r�" � �;. TREE BALL, IF PRESENT 46.5' 38.1' � _! EVERGREEN TREE BE LOCATED WITHIN 300 FEET OF A CHURCH,PUBLIC SCHOOL,LIBRARY, 6B I � 4, - I HOSPITAL,ORPHANAGE OR REST HOME. IN GROUPINGS OF 5HRUB5, EXCAVATE i \ * II +; ' ,, ' � �-�°"'` '` 1, � `�` MULCH TO BE KEPT AWAY FROM AND BAGKFILL ENTIRE SHRUB BED AREA Z I p)s TREE TRUNK w/PREPARED BAGKFILL MIXTURES. / 1 B _s 1 o G a-t�Lc • �,}tt SHREDDED BARK MULCH ® 3" DEPTH 3" DEEP SHREDDED BARK MULCH �I II 10_B5 o i' ... •- 501E SUAGER TOP W/MULGH / I A I STORY Q PLANTING BAGKFILL MIXTURE R II 22 pROpOSED ROOT BALL �J & r SCARIFY ALL SIDES OF PLANT PIT BOAT SALE pTNG 'L5 a - �Tf / '•' Q w - PLANTING BAGKFILL MIXTURE I I 1-1 i i- NCRE TORAGE BUTL F L>rM Q _ _ -�. li i II II I I� ' %' 1 HEADER 5 GFA_9,6515 ; E11 I-� i I �~ i IASPNgLY o No gASErnENT qR: - TYPICAL SHRUB PLANTING 3 7D SI ONEBLENp BEGIN NT5 I DO NOT EXCAVATE LOWER THAN I CONCRETE BALL DIA. BALL DEPTH. N 3 1 i ++ CURB bD _ BALL DIA. X 2 N CMF I, = o TYPICAL TREE PLANTING ENGINEER'S CERTIFICATION W Q I, NT5 I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL IIa 7g 1' 16'oHD SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR-VNDEk-MY_ PLANTING SCHEDULE -� u g I� jr DIRECTION.BASED UPON A CAREFUL AND THOROUGT�DY PJF`:TH� L� I cn 3 SITE AND GROUNDWATER CONDITIONS,ALL FACT t� :As-'PlzoOdSED' 23 '`' $ 3 CONFORM TO THE SUFFOLK COUNTY DEPARTMEN FjE%1LTF(S`�RVIC�5r 25 ` u CONSTRUCTION STANDARDS IN EFFECT AS OF IS TREES QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT N ICE L.a , o .� i' I{ff a o U�E CURB wo STONE BLEND ` y to 3 3 __ =_= m ; 'i 3 AR ACER RUBRUM'RED SUNSET' RED SUNSET RED MAPLE 3"CAL B&B gRDS Z SZ° __ _ ___ ,`gin b - 1 BOLL c o 5k 3 AT ACER TRUNCATUM'NORWEGIAN SUNSET' SHANTUNG PAINTED MAPLE 4"CAL B&B � I SEASONAL H ro _______ -= HOWARD W.YO NG,N.Y.S.L.S.N0.45893n �'� °° THOMAS C.WOLP T,N.Y.S.P.E.NO.61483 \ ,\ ,��,� 4 GB GINKGO BILOBA GINKGO 3"CAL B&B ~� 1 STORAGE 3-JD N _ _ F,, ,• , `, MQ - __--=__ = DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 9 LS LIQUIDAMBAR STYRAFACIFLUA SWEET GUM 3"CAL B&B „ 1 0, STALLS tO fl 0 m .` � 1 105 � „ a 56 TP THUJA PLICATA 'GREEN GIANT' GREEN GIANT ARBORVITAE 6' HT. BAB I g-� p ! 8 0 GALV. STEEL PIPE. ` 1 C FILL W/GONGRETE * 5 =;` - 1. N PSEG RECOMMENDED UTILITY LINE FRIENDLY TREE. � _ - �t -n , SURVEYOR'S CERTIFICATION SHRUBS TY SYMBOL BOTANICAL NAME C -- 1-`fl_ - �" •; '�_. M Q OMMON NAME SIZE ROOT t ;r- 56_� a BUILDING 13 IRS BUXUS SEMFERVIRENS 'SUFFRUTICOSA' DWARF OLD ENGLISH BOXWOOD 7 GAL CONTMOUNTABLE �: N 4 HN HYDRANGEA MACROPHYLLA NIKKO BLUE BLUE HYDRANGEA 5 GAL -N 8" / 5 ' ' : CON CUR' r � I r?O N „ r CONT 5 OH L LS"/ / CRETE 8 HS HIBISCUS SYRIACUS 'DIANA' DIANA ROSE OF SHARON 5 GAL CONT '. ;" u "�YJJWW�` -- _ _ - 9 JD JUNIPERUS DAVURICA 'EXPANSA' PARSONI JUNIPER 5 GAL CONTi' �`', . /l� �cJ ,� IPF / 1 ,,y, 18 OH OSMANTHUS HETER0 PHYLLUS 'GOSHIKI' GOSHIKI FALSE HOLLY 4'-5' HT. CONT L+ M',i; \� q, As8 3 1 FLOWERS PRo CE STOCKADE FEN CORNER GUARD PLAN HOWARD W.YOUNG,N. L.S.NO, 893 -I N D Svc SYMBOL TYPE SIZE ROOT ' PF PERENNIAL FLOWERS AS SELECTED BY THE OWNER 5 GAL CONT c�81°16150'1W DOUBLE ROC Of 0RENI�I��`1T' cM •T{-IUJA GIANT gRBORVZTq ) (GREEN MAP PREPARED FOR GRASSES &GROUND COVER / -- '- now or f ormerlY G. PLANTED 10' o C GAPPED W/CONG. SYMBOL SEED MIX SEED RATE - ohn,Robert GROWN TO SHED - ormer1y C ' Robert Jahn g gohn WATER PECONIC WATERSPORTS e LEM LOFT'5 ECOLOGY MIXTURE 4 LBS.PER 1,000 SQUARE FEET _ , noW or f eS Co ,`-� I Bohn&Carol Ann g IRRIGATION _ , / ad Enterer',R,gO ' Zoning use R 80 at Southold Town of Southold i Qu 7on;ng us 8"4) GALV. STEEL PIPE. n Suffolk County, New York AUTOMATIC UNDERGROUND SPRINKLER SYSTEMS WITH RAIN SENSORS SHALL BE PROVIDED FOR ALL PROPOSED - 1 FILL W/GONGRETE PLANTINGS AND LANDSCAPED AREAS. I FIN. GRADE 16 y 2 ti IRRIGATION TO BE LIMITED BETWEEN THE HOURS OF 7pm AND 12am. 1„R N PAVEMENT LANDSCAPE & ALIGNMENT PLAN SURFACE FIN. GRADE GROWN TO County Tax Map District 1000 Section 55 Block 05 Lot 9.1 F NOTES CONCRETE HEADER 6" \y�� -Tr 5HED WATER a PAVEMENT /� THE APPLICANT PROPOSES TO: _ ` + SURFACES MAP PREPARED AUG.09,2022 ONLY USE ORGANIC FERTILIZERS WHERE THE WATER-SOLUBLE NITROGEN I5 NO MORE THAN 20 %OF THE TOTAL V• °'' Record of Revisions NITROGEN IN THE MIXTURE; REVISION ASPHALT -,• • -°•• IS"� GONG. FOOTING . � m DATE STONEBLEND - � I USE A MAXIMUM OF 1 LB.OF NITROGEN PER 1,000 SQUARE FEET IN ANY ONE APPLICATION,WITH A CUMULATIVE PAVEMENT = e - GENERAL NOV.10.2022 APPLICATION OF NO MORE THAN 2 LBS.PER 1,000 SQUARE FEET PER YEAR; p - e PAVEMENT c� MOUNTABLE CONCRETE GENERAL DEC.12 2022 ► ' . •• r (V CURB 4000 P51 FXFAN51ON GENERAL MAR.29 2023 6 x 6' WIRE MESH p- JOINTS 20' O.G. I GENERAL MAY 18 2023 NOT APPLY FERTILIZER PRODUCTS CONTAINING NITROGEN,PHOSPHORUS,OR POTASSIUM BETWEEN NOVEMBER 1st REINFORCEMENT ' > PB COMMENTS _ _ JUNE 13,2023 Q ONGRETE CURB 4000 P51 _ PB COMMENTS JULY 03,2023 AND APRIL 1st; ,' 6"STABILIZED EXPANSION JOINT5 20' O.G. PB COMMENTS JULY 07 2023 NOT USE PHOSPHORUS-CONTAINING LAWN FERTILIZER UNLESS ESTABLISHING A NEW LAWN OR SOIL TEST 501L BASE V D SCDHS NOIA#1 JULY 14 2023 W SHOWS THAT THE LAWN DOES NOT HAVE ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE BOLD NUMBERS. I--8"-. ELEVATION - --- MULTIPLE AUG.16,2023 THE NUMBER IN THE MIDDLE IS THE PERCENTAGE OF PHOSPHORUS IN THE PRODUCT,e.g.,22-0-15. USE OF 8' F PRODUCTS WITH 0.67 IN THE MIDDLE OR LOWER IS NOT RESTRICTED. PRODUCTS WITH A NUMBER HIGHER THAN AUG 2 2023 20 0 10 20 40 60 0.67 MAY ONLY BE USED IF A NEW LAWN I5 BEING ESTABLISHED OR A SOIL TEST INDICATES IT IS NECESSARY. CONCRETE HEADER CONCRETE CURB MOUNTABLE CONCRETE CURB BOLLARD DETAILS Soutnold Town Scale: V = 20' NT5 NT5 NTS Planning Board JOB NO. 2022-0135 DWG. 2022_0135_sp2 1 OF 5 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)6 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. FUJIGLEAN GEN-SERIES UNIT 400 Ostrander Avenue, Riverhead, New York IIa01 SWC-ET AIR VENT GAP " M,.a ` °"' �0 tel. 631.127.2303 fax. 631.727.0144 MFG BY 7UF-TITS �,�` '( admen®youngengineering.com (3' MIN FROM ANY G/ INLET ADAPTER 45 OUTLET SOLVENT DOOR OR WINDOW) 4040 40. 40.07 15' 11' � �.p 4010 r 40. o WELDED TO 4 LONG .46 40.oq �.Q STUB OF 4 SCHEDULE , ��p� -40. �P ��G 40 PIPE CONNECTED TO Howard W. Young, Land Surveyor 4" PVC® 4" PVC, i T far / 0 ° y 2.00% MIN. 1.00% MIN. " it G 40.1 40 4t\;\ GAP D� �T GAPPED VIA 4 SGHEDUI E 40 FUJI GLEAN GEN UNIT Thomas G. Wolpert, Professional Engineer RISERS COVERS / �,/ ' PZ� ��`� y,r / �C��S� 1V ADAPTER 4 PLUG OR GAP Douglas E. Adams, Professional Engineer WITH SAFETY LIDS / �t� �(� rvr G ��PV Pti� GAPPED VIA 4" SCHEDULE 40 HEAVY DUTY AND Robert G. Tast Architect 2 STORY ? MFG BY TUF-TITS OR LOCKING CAST IRON PRECAST d ,,.t,P Pv0 �� ,• �-^^ 444. 3 o p�� 0� �,`� GLEAN-OUT WITH 6" ADAPTER 4 PLUG OR GAP BUILDING APPROVED EQUAL COVER TO GRADE TOP SLAB / ��,<"' G�2 d G��ti Nr rr,"r40. e v gS��C`aP SDR35 RISER Robert 5tromski Architect FFEL=40.50 RIM=40.25 OR DOME S�� SP�p�P '�' 4J,26 '� G RIM=3a.50 a�� E P �� aq 96rLO Or A= Q` 59 � _ / 40 70 �' FUJI GLEAN INLET ADAPTER 45 C' HEALTH DEPARTMENT USE 50ALE: NT5 AIR LINE76 r) IE=36.5E5 .... �+ ,�:•«'� Qti "�°" C' GJ• _ i � 4051 •� .� �3 VENT IE=36.11 _ 6Q` EO rap` �`O v Installation Guidance Fu iClean Schedule 40 PVC 45-De ree Inlet Ada ter HOLE IE-36.00 � \ N p� « \' /,G / �;y_ -- 1 4 A ,Z 3 �LeU1v�o 40.13// OS , ASpµALT 38.80 '� 1.The FuljiClean 45-Degree Inlet Adapter has(4)openings(3)Inlets and(1)outlet.All of these will CONNECT 3" PVC, VENT LINE IE=36.28 v+/ E �� /9,81 accept standard schedule 40 \0 39.95 G/ // \y�A T 2.The top of the inlet adapter has a 6"opening that can be fitted with an 6"SDR riser pipe and cap as a TO VENT HOLE IN OW5T SEE DETAIL FOR a+ ( '' % 65 /. : 40.20 dean out. OWT5 COMPONENTS Zi Q � L•.f_ NTABLE 3.Any unused entry ports on the FujiClean inlet adapter shall be capped with a 4"schedule 40 adapter PROVIDE Gl_EAN OUT AT " Cl��Sa�% f' �1 / i__:_,. a MOU CURB &plug,or a Schedule 40 slip cap that is solvent welded to a short stub of pipe inserted and solvent v(i�r 40.15 i-- t CONCRETE S welded into the adapter port.. FACE OF BUILDING \ G G G23�/ 39.90 i_t ABLE D##1 4.The FujiClean Inlet adapter shall be secured to the FujlClean unit using a 4'long stub of 4"schedule 4\ OUN IEL 40 pipe that is solvent welded into the adapter outlet end and Fu'iClean inlet so that the adapter fits flush 3 �,. P / +38.66 _.! M TE CNING F DEEP p 1 p AIR LINE TO BLOWER ` rr G m` / L.t_i CON USE LEA DIA xT on the FujiClean unit. Be / ♦ __.t..i_L AC 10 5.The installer shall ensure that the soil beneath the adapter is backfilled and compacted sufficiently to G ` - i-- CURB (3�POO support the bottom of the adapter and prevent any settling or strain on the adapter or FujiClean unit. r .° �i D 39 75 _ ;-'_1 t 6.Metal fittings,pipe,and caps are NOT to be used for Installation of the adapter. 500 GAL. I/A OWTS ✓r / PROPOSE 1#1.1 50 _.._I. GRASS ll .pp , MDL. GEN-5 MFG. BY FUJI GLEAN USA rr3 m IC CB 39• 7.Must install a deanout to grade in accordance with the"STANDARDS FOR APPROVAL OF PLANS �G 39.88 �jE VICE ! GRASS°39`50 ' PAVERS �' - AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY f 35�..,- T� OVERRUN SERVICE RESIDENCES"and the"STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR 39 70 6 ; IE - �� 5ED GAS SEWAGE DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES." BOT=28.00 40 ,r PROPO 8.The following are Instructions on how to make a solvent weld for attaching piping to the FujlClean Inlet 39. PAVERS '" «° :}I J1 adapter fittings. 5 "' 40.50 f 10, I 3i i GRAS RUN 40.1�? N y R 25 O 1.Square pipe ends,chamfer and remove all dirt. a t 40.5 A-Lt OVE 90� 40. 39.59 " !_Lt 39• � �, 2.Check dry fit of pipe and adapter.Pipe should easily go 1/3 of the way Into the adapter.If pipe 39.3 402•$ ' i-L �� \ .�,..::. ::>.;, s bottoms,It should be snug. 3.Use a suitable applicator at least 1 the size of the pipe diameter.For larger size pipe systems, LL._ LLLL r �� RY O PP PP rg P Y SANITARY LEACHING POOL �� L L : LL LL�L t4 U fA \ t HYDRAUL I G PROF I LE -' , co TRIP y f (! N p use a natural bristle brush or roller. 338 SFSWA a 44= t-_L.i.LL4 y�_ 1DAR f r 4.Clean pipe and adapter with a listed primer.(Do not use primer on ABS pipe and fittings.Use 39.83 40,2o P p 40• m m .'_t._L:_t �. BOUt ` '' O O Clear Cleaner on I PP 9 �. Oo N) 40 0 40.19 r- 2" 1'\\ l ' c N ¢ 5.Apply liboml coat of cement to pipe to the depth of the socket;leave no uncoated surface. g I \ Qy.�p n O 0 B.Applya thin coat of cement to the Inside of the adapter;avoid puddling of cement.Puddling DRAINAGE DESIGN CRITERIA & CALCULATIONS 40 02 { l 40.70 P mo _ (, -s Q�1 7 A 1? AL I FE t� - y O p can cause weakening and premature failure of pipe or adapter.Apply a second coat of cement to gsl ponrcg 39.7 m f 40.20 O. �Z., o o the pipe. / N� QiR •pA OUNTABLE P t 0 sQ 0 40 90 az - -3 7.Assemble parts QUICKLY.Cement must be fluid.If cement surface has dried,recoat both V=A R C CVP TE 5' SED 405 e a 40,9 40 ' m to Ae 3 parts. A=AREA OF TRIBUTARY(S.F.) R=RAINFALL(FT.) C=COEFFICIENT OF RUNOFF X C NCRE IN PROPS ) 4000 Q 40 40 40• 0 to 0 8.Push pipe FULLY into adapter using a'/"turning motion until pipe bottoms. SANITARY DESIGN CRITERIA & CALCULATIONS HEAVY DUTY AND zQ GWATER CU B SAgdLTAR r 40.90 U3 W� 9.Hold pipe and adapter together for 30 seconds to prevent pipe push-out-longer at low LOCKING CAST IRON TRAFFIC, EXIS�N CE SO BE 38 2+ l 40 2,0 m hySTEM ✓ k 1B•pHD' ', 40.65 temperatures.0. O inuttees for good handling strength and 2 hours cure time at temperatures above 60 HIGHEST off excess. EXPECTED GROUND WATER EL=7.0. o_ TEST HOLE DATA COVER TO GRADE N BEARING SLAB 5F-ABANDONED \3'9 70 NLET 16'Oki 38.18 degrees temperatures belowbefore degreesrsure testingt up to 180 p above Longer incure times a NOT TEST WITH SEWAGE DESIGN CRITERIA ArER 3`1v�j m F D R45 40. T H MCDONALD GEOSCIENCE AIR. p� ALL CONNECTING DRAINAGE PIPES ARE 15"DIAMETER HDPE. GROUNDWATER MANAGEMENT ZONE =IV(600 GPD/AC) ME(ER �z 39 "' o n 11/15/22 NOTE:The set up/cure time is dependent on several factors.The pipe size,socket fit,ambient WATER SUPPLY =PUBLIC RD 0 �0 30 N 41.15 temperature,relative humidity,solvent cement used and the system operating pressure should all be TRIBUTARY AREA#1=9,903 SF ALLOWABLE DENSITY=0.8522 AC e 600 GPD/AC =511 GPD 5ED BOLT-A 40.3 0 30+ 39 w Ei`1D 40,65 0.0' considered when determining set up cure times. MIXED - PROS A DER (Typ m 40. o CONCRETE SAND d REQUIRED VOLUME DENSITY CALCULATION I - MIN,-I SERVICE O`l`jTS `��` BEGIN LOAM _ Z, ;o CURB ASPHALT/CONC.: 5,373 S.F.x 2112 x 1.0 = 896 C.F. \ A ...=�^35i~ o MOUNTABLCURB BROWN 1.0' ROOF: 2,649 S.F.x 2/12 x 1.0 =442 C.F. < zl': ;': OVER•; .i. . ,.' TE SILT RETAIL: 2,651 SF @ 0.03 GPD/SF =80 GPD tU CB##2.1 m zCONCRE (ML) LAWN: 1,881 S.F.x 2/12 X 0.10 = 31 C.F. tT1 30 ^ t ° .' 2,0' REQUIRED = 1,369 C.F. STORAGE:7,000 SF C�0.04 GPD/SF = 280 GPD X 4" DIA. 5DR35 PVC O Q GRATE°3530 t 38.1 YELLOWISH TOTAL RE (� PROVIDED VOLUME TOTAL DENSITY =360 GPD � �) PIPE ® 1.009b MIN. �O~ IE� 0 2 �w\m VENT e /'�� eROWN U IJ FINE F. CAST USE:LEACHING FIELD#1 v to Z wF NFR t / SAND GAMPBREOLL FO UNDRY,NDRY, PAT. (3)POOLS 10' DIA,x 7' DEEP = 1,437 C.F. DESIGN CALCULATION Q I.L.Z W a = .� BLO r (SP) 0000 1 _ 3407 OR APPROVED EQUAL.V w z pDo /j r ` CON�OL \t +37.s4 \ __38-_____ PALE BROWN 14.0' ��H TRIBUTARY AREA#2=5,451 SF RETAIL: 2,651 SF C�0.03 GPD/SF =80 GPD Q Q `4 I�F C� � -t PANEL t I C) FINE TO 0 STORAGE:7,000 SF C�0.04 GPD/SF = 280 GPD m[0 v m ` ,. \ / COARSE y 0000000 REQUIRED VOLUME w +38.48 I SAND �-- 0000000 Q Wi 2 STORY (SW) 00gg00o ROOF: 1,397 S.F.x 2/12 x 1.0 = 233 C.F. TOTAL DENSITY = 360 GPD Q t{ ;- „ROOF > OpOSED I 8SOOppo 4000 PSI PRECAST CONCRETE ❑® DRAIN +38.75 N \ pR BOAT SALES & I G 17.0 00 000 ASPHALT/GONG.: 2,830 S.F.x 2/12 x 1.0 =472 C.F. BOX AS MFG. BY SUFFOLK SYSTEM DESIGN z O❑❑ f' e o " IN REQUIRED OW/TS CAPACITY = 360 GPD � ®❑® #1:2 ;� � � CONCRE� o gUI1.D,� �'°�`' .« .� � +3 . 7 NO WATER � •°. CEMENT OR APPROVED EQUAL. LAWN: 1,224 S.F.x 2/12 x 0.10 = 20 C.F. (� 1 \ STORAGE, - w "t\J'- p-jskj rAgY ENCOUNTERED TOTAL REQUIRED = 725 C.F. PROVIDED OV4fTS CAPACITY = 500 GPD m EACNINGFIE�bEEP . _ """"µE+gbER \ .N _ GFA_9 651 5� �BOUNDAR`7��\\ I PROVIDED VOLUME g USE L 10` DIA'x 6 p5P�A."1`' "`rrrLLL SEMENT J USE:LEACHING FIELD#2 LEACHING REQUIRED=360 GPD/1.5 GPD/SF = 240 SFSWA POOLS o \ O BA LEACHING PROVIDED=10' DIA,x 8' DEEP POOL =338 SFSWA (2� S-�ONEBLEND N 40.50 8 4 8 DRAINAGE PIPE (2)POOLS 10' DIA.x 6' DEEP = 821 C.F. HIGHEST EXPECTED GW EL -1 40.15 BEGIN FFEL= WATER i J y II "~ 90 39.95 40 90 CONCRETE \ EXI5�N TO BE REMOVED /� p. 4000 PSI PRECAST GONCRETE 1RIBUTARY AREA#3=10,177 SF 6' PENETRATION INTO A VIR61N N 3 � 39 3970 40 40 CURS SERVICE / _ -- _ _ TRAFFIC, BEARING TOP SLAB REQUIRED VOLUME O Ln o 4p,00 STING 2 - _ AS MF6. BY SUFFOLK GEMENT ROOF: 3,193 S.F.x 2/12 x 1.0 =532 C.F. STRATA OF SAND S GRAVEL z ASPHALT/CONC.:447 S.F.x 2/12 x 1.0 =75 C.F. � u -V. 39.7 --" STOR`1 BUILDING - OR APPROVED EQUAL. La 0- TO SE REMOVED '' - �_ °�,� 37`92 STONEBLEND: 6,493 S.F.x 2/12 x 1.0 = 1,082 C.F. SANITARY LEACHING POOL 3 / - +-` 1 LAWN:44 S.F.x 2/12 x 0.10 = 1 C.F. N n N O __L---- 39.37 NT5TOTAL _ - 1-_-_---- FFL t REQUIRED = 1,690 C.F. 57 s0 i 78'1 16'OHD 16'oHD Itt y 4000 P51 PRECAST CONCRETE PROVIDED VOLUME NOTE: \ BOX AS M _ 0 40 t 40 90 1 S F6. BY SUFFOLK USE:LEACHING FIELD#3 t GEMENT OR APPROVED EQUAL. I. THE OWT5 SHALL BE MODEL GEN-5 MANUFACTURED BY FUJIGLEAN USA. 4040 - tt a {4)POOLS 10' DIA.x 7' DEEP = 1,916 C.F. 39.88 3948 �/ I #3 ' li W DRAINAGE PIPE 2. THE DESIGN ENGINEER, FUJIGLEAN USA REPRESENTATIVE, AND 5GDHS REPRE5ENTATIVE5 SHALL OBSERVE THE INSTALLATION OF THE 39.63 �EA�HING FIE DEEP 0 2 I N p o Q USE./ x7 Oar I o c_ OWTS AND LEACHING SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BAGKFILL. N MOUNTABLE 4y¢OOL510 DIA• a,Q 1 o p CRETE CURB (, I STONEBLEND afro t > 37.06 -� ENGINEER'S CERTIFICATION 3. THE 5Y5TEM START UP V�ILL BE COMPLETED UNDER THE DIRECT SUPERVISION OF A FUJIGLEAN USA REPRESENTATIVE. O CON B0L1.005 11 _ --'H3Tli2 c o / t„ .y 4000 PSI PRECAST CONCRETE „ 55 CV pp t FF 69 -- - - - ' H co tO 3 BOTTOM SLAB W/ SUMP AS I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE 39• ter` 0.o f �t �l 1 -- A T 7� 0 MFG. BY SUFFOLK CEMENT OR SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME ORt7ND�R__M SUBMITTED TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES (50DHS) PRIOR TO APPROVAL OF THE I/A OWT5 3970 39.30 37 '� �\` ; 38.20 cP _ , _ a p APPROVED EQUAL. DIRECTION.BASED UPON A CAREFUL AND THOROUGF -t DD - F 111E�'0 REGISTRATION BY THE 5GDHS IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY GODS. 39 45 39•12 _ - -1 _ ' tT1 SITE AND GROUNDWATER CONDITIONS,ALL FACIL¢ 5`t A �2CI0b�ED\\ - (� �' --.;'" fJ CONFORM TO THE SUFFOLK COUNTY DEPARTMEN HtAL-'F($ERVICESO 5. ARCHITECT TO VERIFY FINISHED FLOOR ELEVATION(5). +37.4s �;. „erg • :.t, ��y 31 -� CONSTRUCTION STANDARDS IN EFFECT AS OF 6A. 6, THERE' ARE NO KNOWN PRIVATE WATER SUPPLY WELLS WITHIN 150 OF THE SUBJECT PROPERTY. ^:• / :��r* \ '`""` ! 3807 ] Ir,:'r-.,t; U ` �l'- _... GATE" t _a _..:,, 'fit �_ f,•, �. t , 1 i E IE- 1 NOTE: c` c� +37.64� �� J p I.WALL REINFORCEMENT Y41LL NOT ISE REQUIRED TO A DEPTH OF W-O". �� 3$32 2.DEPTHS GREATER THAN al'-O"SHALL HAVE HIRE FABRIC CONCRETE �(^ 39. 2 07 HOWARD W.YOU G, Y.S.L.S.NO. 893n <� d 0 8� �..� 3$• REINFORCEMENT 9"xl2",I AND 2 MIN.VERTICAL WIRES-12"O.G.,1/2"MIN.COVER THOMAS C.WOLP ,N.Y.S.P.E.NO.61483 A 38 a 7 �,.�• MOUNTABLE CONCRETE CURB t 1 DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 OFF(", SANITARY _ - CATCH BASIN 2 x FLUSH GRATE i o -1/2' VENTILATION PIPE URE TO SE ABANDONED ANS 1 ION BUFFER NT5 N SCUM BAFFLE B CHAMBER Volume(gal) S OR REMOVED IN ACCORDANCE I 0 1 Sedimentation Chamber 277 WITH 5GDHS STANDARDS TR 3.75 SURVEYOR'S CERTIFICATION O -10 ® Anaerobic Filtration Chamber 278 WDF , D 6 FT N '-10 -7 -o Q Aerobic Contact Filtration Chamber 127 150•00 STOCKADE FENCE O� OF N ECIRCULATION ® Storage Chamber 63 �,.-�� t (/�AIR LIFT PUMP Disinfection Chamber 4 °IC50"W I-I/2" W1=ARING COURSE s O a ISINFECTION 581 p N © Total Volume 749 - O -6 i CYLINDER (OPTIONAL) a _ cMF 2-1/2" BINDER COURSE ``^ r ?-� r x, G h 4' INLET PI ' OUTLET PIPE / -- ----- ----- ---- tB'rt• Z SPECIFICATIONS - � 36.68 ormerly a or f " 4 A Anaerobic Media PP/PE Filling Rate 32% _ _ now Robert G. m / •`t Bohn, 4'-lj Board Type Aerobic Media PVC/PP/PE Filling Rate 16% _ - {ormer�Y PLC I Robert Sohn Ann Bohn DRAINAGE N C;-ei see © Aerobic Media PP/PE Filling Rate 57° or CO•r I gt CQrol PIPEBlow o g /° - use R- FFLUENT Tanker 2.8 fm ' _ / Q,odEnte y" R_p,0 I Sohn 80 HOWARD W.YOUNG,N.Y.S.L. .NO,45 \�O`qN893 S AIR LIFT PUMP INLET BAFF O Q3 Piping PVC/PP/PE ZOn 1 CAST IRON FRAME 4 COVER Access Covers Plastic/Cast Iron 1 GAMPBELL FOUNDRY, PAT. NO. Disinfectant(Optional) Chlorine Tablets ,. ' ' `• •':�� 10070 OR APPROVED EQUAL RECIRCULATION PIPE LOW BAFFLE _j /2' AIR INTAKE NOTE: ALL CONDUITS BETWEEN PANEL AND %-'' �' ON INSPECTION POOL ONLY. MAP PREPARED FOR FLOW OPENING (TYP. (CLEANING OPENING) B TREATMENT TANK MUST BE SEALED TO PREVENT GAS LEAKAGE INTO PANEL. PRECAST CONCRETE PECONIC WATERSPORTS PLAN VIEW 6" RECYCLED CONCRETE TRAFFIC BEARING SLAB A5 -DISINFECTION a' MANHOLE FOR NIFI USE ALARM/CONTROL PANEL MDL#1045040 MMUNICATION PEVICE; BASE COURSE (NYSDOT SPEC) OR APPROVED EQ AL.ENT at Southold, Town of Southold E IS' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP CONTROLLER G MFG BY SJE RHOMBUS �o STABILIZED SOIL BASE CYLINDER (OPTIONAL) " " Suffolk County, New York r LOW OPENING N METER ALARM/CONTROL 1'-2 GARB TYPE INCOMING 5ERVIGE PANEL MDL#104Q72 A5PHALT PAVEMENT SECTION �- E, �'a 1'-0 CONTACT MEDIA CONTROLLER "A" ' � "_ GRADING, DRAINAGE & UTILITY PLAN _ NT5 - VL� MFG BY SJE RHOMBUS AUG �, 2023 DEDICATED County Tax Ma District 1000 Section IS AMP BREAKER CONTROL PANEL MOUNTED © D N 4"x4" PRESSURE fi' P 55 Bieck 05 Let 9.1 2' STONE BLEND �\,ROUT TREATED WOOD POSTS AROUND Ir Southold Town 120V AG, 10, 60HZ, l5 AMP POWER SUPPLY u ENTIRE PIPE D Planning Board MAP PREPARED AUG,09,2022 a #12-2 AWG WITH 6ND IN I" PVC CONDUIT I 5'-5' © � 5'-5' ECIRCULATION MAIN • Record of Revisions ASSEMBLY SERVICE I INSULATED Q 4'-4�' 4'-3 © 4'-26' PANEL ELEC. CONDUIT Z {� AIR WEATHER ILl ]I PRECAST CONCRETE REVISION DATE OWTS WIRING PER MF6. I BLOWER RE5I5TANT m lul DRAIN RIN65 AS MFG. GENERAL © BLOWS-R SUFFOLK O OR APPROVEDEEQUAL. GE NOV.10 2022 0 I ENCLOSURE EROBIC MEDIA HARDWIRE € ;A ❑® GENERAL MENT NERAL DEC 12 2022 MAR 29 2023 ❑� GENERAL MAY 18 2023 1 FIN. GRADE PB COMMENTS JUNE 13 2023 ®❑® PB COMMENTS JULY 03 2023 ERATION ASSEMBLY ELECTRIC SUPPLY 6" RECYCLED CONCRETE PB COMMENTS JULY 07 2023 _ TO BLOWER BASE COURSE (NY5DOT SPEC) z IO SCDHS NOIA#1 JULY 14 2023 < SECTION A-A VIEW SECTION B-B VIEW GROUND 5JE RHOMBUS MACIOOR FUJIGLEAN \TO FUJIGLEAN MULTIPLE AUG.16 2023 CONTROL AIR BLOWER AERATOR OWTS SPLICE BOX ro" STABILIZED SOIL BASE N PANEL AIR LINE TO 20 0 10 20 40 60 ELECTRICAL SUPPLY FUJIGLEAN OWT5 GW EL I/A OWT5 MDL. GEN-5 MFG. BY FUJIGLEAN U5A ELECTRICAL ONE-LINE DIAGRAM CONTROL PANEL 4 BLOWER STONE BLEND PAVEMENT SECTION LEAGHINCG POOL Scale: 1" = 20' SCALE: NT5 N75 NT5 JOB NO. 220 2-013 p2 2 OF 5 R FROM PROPERTY LINES TO EXISTING STRUCTURES ARE fOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON E F HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY I5 PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)Q CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 114101 tel. 631.'12'1,2505 fax. 631.'72-T.0144 SURFACE )NTH 6 odmin® oun en Ineerin corn LIGHTING FIXTURE SCHEDULE " TOPSOIL4 SEED OR SOD ,..,„....,w.-.w.....,..._.__.�.._�._...._..._._,........-.,...�.._-,a.-,-.._..,_.........._.,..-_ `r y g g 9• SYMBOL DESCRIPTION FILL SRID STRUCTURE ' 4 5 5' � ;,' WITH SHARP ."-M . 28 WATT LED VALUE SERIES SQUARE CONCRETE SAND 'J MFG. BY NLS LIGHTING / I� / Howard W. Young, Land Surveyor CAT.NO. ' _ / Thomas G. Wolpert, Professional Engineer 28 WATT LED VALUE SERIES SQUARE (VSS-S)-T4-16L-53-27K7-UNV-WM-WHT-AHS - W _ f3 Douglas E. Adams, Professional Engineer - ` MFG.BY NLS LIGHTING CAT.NO. TYPE HGT. LUMENS L.L.F. C.C.T. QTY. ._._._ Robert G. Tast, Arc ltec ° ��}",��p�� . ,� Robert 5tromskl, Architect (VSS-S)-T4-16L-53-27K7-UNV-WM-BLK-AHS-PC WALL 15' 2,016 1.0 2700 K 6 ry L6RA55 PAYE UNITS Mr-6 BY 6RASSPAVE2 NOTES :.u��., ... . .rt.�t... OR APPROVED EQUAL I. .....,.v ... .., e,.,...v... ►, LIGHTING TO BE MANAGED AND CONTROLLED BY CLOCK& roll STABILIZED SOIL BASE _ ,. Z PHOTOCELL,TO COINCIDE WITH THE FOLLOWING HOURS 12 OF OPERATIONS AND COMPLY WITH THE TOWN OF GRA55 PA1/ER5 5EGTION 12 SOUTHOLD CODE SECTIONS 172 OUTDOOR LIGHTING NT5 co . ' - •. HOURS OF OPERATION ~' ' a r T ~`` �}" 'may{(yy TH OF 3�,q��/�7 v��a IN-SEASON Sam-8pm Installation of Grasspave2 Units PATH OF LEFT in OFF-SEASON gam-5pm A.Install the Grasspave2 units> placing units with rings facia u r . i�. y ^'� OVERHANG and using pegs and holes provided o maintain proper spacing and p �� (fir (. `` t ' "�" .�► TOTAL LUMENS OF ALL FIXTURES=14,896 g p g p P P P s ~ 1 interlock the units.Units can be easily shaped with pruning shears or :¢ knife.Units placed on curves and slopes shall be anchored to the base course,using 16d Common nails with fender washer,as required FOOTCANDLE STATISTICS to secure units in place.Tops of rings shall be between 6 mm to 13 mm(0.25"to 0.5")below the surface of adjacent hard-surface t •�" FIN.GR. MIN. MAX. AVG. pavements, B.Install sand in rings as they are laid in sections by"backciumping" MIN, TtJPN"fir* 0.00 2.25 0.31 directly from a dump truck,or from buckets mounted on tractors, RAMUS ^"' .-..• "`- "' " "i�, " WALL LIGHT which then exit the site by driving over rings already filled with '' NTS sand.The sand is then spread laterally from the pile using flat , ' t bottomed shovels and/or wide"asphalt rakes"to fill the rings.A stiff bristled broom should be used for final"finishing"of the sand. ' `'(� vT° t NOTES: The sand must be"compacted" by using water from hose,irrigation s �, A:";SVIt F y'I FFRING A1� GL F heads,or rainfall,with the finish grade no less than the top of rings T and no more than 6 mm(0.25")above top of rings. T ��' 4�♦ , �H OF � � ~.�` a ASSUC TRACTOR/TRAILER ER' Installation of Grass PEAR WHEEL T ANGLE. IS 68,50 (Choose one paragraph below to meet grass installation method desired.) # CTR�-CENTERLIN TURNING A.Install thin sod directly over sand filled rings,filled no higher , than the top of the rings.Sod strips should be placed with very tight =r �4►�ttl AT FRONT AXLE i joints.Sodded areas must be fertilized and kept moist during root establishment(minimum of 3 weeks).Sodded areas must be r protected from any traffic,other than emergency vehicles,for a a period of 3 to 4 weeks,or until the root system has penetrated and established well below the Grasspave2 units. + + + + B.Install grass seed at rates per grass type.A light"dusting"of i 0 '00 O 00 0,00 0,00 OR 0, O p "( P commercial topsoil mix,not to exceed 1/2 25 mm)can be laced t ... Q ��,,, �� ,,.• � ��„_ °" above the rings and seed mix to aid germination rates.Seeded areas � + + +n + + + must be fertilized and kept moist during development of the turf 0 0.00 0.00 O'00 0,00 0,0 0,00 .00 plants. 1 1 T + + + + + + + + + + Protection t (Choose one paragraph below to match grass installation method.) z i O 0,O 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0, 1 00 0,00 A.Seeded areas must be protected from any traffic,other than emergency vehicles,for a period of 4 to 6 weeks,or until the grass � �3 " + + + + + + + + + is mature to handle traffic. Cn� + + B.Sodded areas must be protected from any traffic,other than .0�0 0,00 0,0 0,00 0,01 0.01 0,01 0.01 0,01 0'.01 0,02 0,02 0,02 0, 2 0,00 emergency vehicles,for a period of 3 to 4 weeks,or until the root + + + + + + + + +` + + + _f.- + + system has penetrated below the Grasspave2 units. 0,00 0,00 0, O 0,01 0,01 0,01 0,02 0,04 0,06 0,08 0,12 0,1 0,10 0,0 0,01 INTERSTATE SEMI-TRAILER DESIGN VEHICLE �m,ttyta4+t. . SCOURCE: NEW JERSEY TURNPIKE AUTHORITY S + + + + + + + +.~ + + + + + + + + ,00 0,00 0,01 0, 0,05 07 �,17 0,24 0.27 0,31 0,31 0,3 0,18 06 0,01 + + +T + + + + + + + + + + 0,00 0,0 0.00 0,01 �0, . 0,118F 0.45 0,57 0,66 0,65 0,68 0,60 0,49 0,35 0, 5 0,01 0,00 0,00 01 0,01 0,02 0.12 0,33 0.50 1.07 1,50 1,06 1,23 1,14 0, 0,35 0,0 0,01 + + + + + + + + + + + N ,/ 0,00 0.01 0,01 0,01 0,03 0.12 0,32 0 1,41 1,93 �, 2 0,7 35 + + + + + + o + + 0,01 02 0.04 05 0,04 0,1 0� 0, 40 2 ,,/ nn� j�; ENGINEER'S CERTIFICATION p p - / "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL 0,01 0, 3 0,12 0, 0,31 0.39 0, D�cK 1,3 �, E SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME,g�R Ek1DSY / DIRECTION.BASED UPON A CAREFUL AND THOROUGH S,TVbTFTHE�O OOF O .' P S ��PI�OPU�'SED R A SITE AND GROUNDWATER CONDITIONS,ALL FACILfiT115 ,, _ / / CONFORM TO THE SUFFOLK COUNTY DEPARTMEN h� SRVIC 5 O O1 O,O 014 O,4 0,58 0,89 + 67 . CONSTRUCTION STANDARDS IN EFFECT AS OF S`�A ,r° °„ '...,' ram,• � � �" C�t!� 4`'ts.f''1 50 ••,`1'( 0,01 0,0 016 0,36 0,72 1,24 � ,l HOWARD W.YOU Y.S.L.S.NO. 3n <\ B p g g 1 OR THOMAS C.WOLF .Y.S.P.E.N . L54 SET) 2 ST y + c , 0.01 0,01 0,13 0,40 0.81 pROpO .�. SAFES & - - DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 �.�FFc;SIG?�•i" + + + + + BOA >LDING N 0,01 0,14 0.41 ,72 1,21 1, 5-FORAGE BUI GF A-9,651 SF w SURVEYOR'S CERTIFICATION s + + + + BASEMENT a i N 0,02 12 0,44 0 1,3 N r Nk 0,01 013 0,34 0.76 0,99 1,5 `'n ' Q -- Z + --`+ + + + RASS 04 " 0,01 0, 6 0.32 0.63 1,03 1,62 AVERS rL ' + + + + + + + OVER-RUN �o Asass 0 01 0 0 0�1 0,52 1,00 1,74 59 0.23 0,02 0,01 -L`I_ + L.i_1._L. �i HOWARD W.YOUNG,N.Y.S. N0.458 _�i:L.LrL. �'gl1fC7 Sv�� + + + + + + + + + + + + + + + € �> ASS PAVERS 0,01 15 0, 8 --0.78 1,56 1, 2 1,33 1.64 1.50 1,80 1,68 1,74 1,14 068 0.28 0,04 0,01 OVER-RUN �. + + + + + + + + + + + + + + + + �� MAP PREPARED FOR 0,02 0, 2 55 1,43 1.67 1.40 1.39 1,35 1,39 1,20 1,03 0,73 0, 5 0,37 0,09 .01 ' L_I.. i ._L-`�` _ '" ` g °� PECONIC WATERSPORTS + + + + + + + + + + + + + + + � L -. 0,95 0,72 0, 0 0 64 �,39 32 0,17 0,11 02 L ,A `` ' ` t. ' ' �' 0.01 ,42 0.62 0.89 0.81 0 82 / I.l 3_f .�� P at Southold, Town of Southold - _ :.. _, .. ..-°= �p QO-P14 P� Suffolk County, New York a + + + + + + + + + �+ + + + 0,01 04 1 0,18 28 0,35 0,38 0,41 0,4 � 0,3 0, 6 01 5 0',�6 12 0,08 0,04 0, 1 / LIGHTING & CIRCULATION PLAN N � ' A� + + + + + + + ' + + + + + + 0,01 0, 2 0,02 0,09 013 14 15 0,14 0,12 04 0,02 0,02 0,01 0,01 0,0 -` / �.<;. County Tax Map District 1000 Section 55 Block 05 Lot 9.1 a + + + + + + + + + + + + + e1p a,� �, MAP PREPARED MAY 18,2023 a 0,0 0 01 _)-0,03 0, 0,03 0,02 0,01 0,02 0,01 0,01 0,01 0,01 0,01 0,00 0,00 0,00 ,- � + + + + + + + + + + + + + + WV Record of Revisions + + O,OO /' ��'�OP�q � -y��o•-' REVISION DATE 0,00 0,01 0,01 0,01 0,01 0,01 0,01 0,01 0,01 0,00 0,00 0,00 ,� °�'�' � PR COMMENTS DUNE 13,2023 + + + + + + + + + + + + + + 0�10 <.. .i, PR COMMENTS JULY 03,2023 •.. � PB COMMENTS JULY 07 2023 0,00 0,00 0,00 0,00 0,00 0,00 '00 0,00 0,00 0.00 0.00 0,00 0,00 0,00 ° 'A - A� :~`' t:,.. SCDHS NOIA#1 JULY 14 2023 MULTIPLE AUG.16 2023 a, 0,00 0,00 0,00 0,00 0,00 0,00 0.00 0,00 RECEIVED W (---- - ----- 20 0 10 20 40 60 SEMI-TRAILER CIRCULATION PLAN AUG 2 4 2023 LIGHTING PLAN 41.1W4ff _ Scale: As Shown @ w � SCALE: 1"=20' - ..._--- ow o SCALE: 1"=20' S l outhod Tn a JOB NO. 2022-0135 Planning Board DWG. 2022_0135_sp2 3 OF 5 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 15 A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)d CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York I1a01 SPECIAL NOTE:5 FOR PG BINDER AND MIX DESIGN LEVEL CON5TRUGTION NOTES tel. 631.721.2305 fax. 631.72-7,0144 REGUIREMENT5 OF THIS NOTE APPLY TO ALL SECTION 402 AND SECTION 404 ASPHALT odmin®youngengineering.com (HMA AND WMA) ITEMS IN T'HI5 CONTRACT ALL BROKEN CURB AND ALL CRACKED,BROKEN,OR NON-COMPLIANT / GOLD MILL EXISTING PAVEMENT d SEAL JOINT I SIDEWALKS ALONG THE PROPERTY FRONTAGE SHALL BE REPLACED PG BINDER IN ACCORDANCE WITH NYSDOT STANDARDS&SPECIFICATIONS. USE A P6 64H-22 (HIGH) MEETING THE REQUIREMENTS OF AA5HTO M 552, STANDARD EXISTING NEW ' SAWGUT EXISTING PAVEMENT AT THE EXISTING TRAVEL PAVEMENT PAVEMENT I LANE LINE FOR ENTIRE LENGTH OF PROPOSED CURB Howard W. Young, Land Surveyor SPECIFICATION FOR PERFORMANCE GRADED ASPHALT BINDER USING MULTIPLE STRESS I I Thomas C. WoP 9l ert, Professional Engineer GONSTRUGTION,AND RECONSTRUCT SHOULDER AS SHOWN / CREEP RECOVERY (MSGR), FOR THE PRODUCTION OF HOT MIX ASPHALT MIXTURES FOR THI5 I ON PLANS. I � Douglas E. Adams, Professional Engineer PROJECT. TERMINAL BLEND CRUMB RUBBER MODIFIER MAY BE USED FOR THIS P6 BINDER. PROPOSED MILLING OF TOP NEW SHOULDER MOUNTABLE CONCRETE "° Robert C. Tost, Architect WHEN TERMONAL BLEND GRM P6 BINDER 15 USED, THE FOLLOWING SHALL APPLY: ASPHALT 12"MIN. I 4'MIN. CURB TYPE M-100 IQ /°` Robert St mski, Architect SHOULD EXTEND IlX 1'-0"OVER CRUMB RUBBER PARTICLES SHALL BE FINER THAN 550 SIEVE SIZE. EXISTING CONTINUE I EXISTING DYED STAMPGRETE THE GRM PG BINDER SHALL BE 5TORAGE-5TABLE AND HOMO6ENEOU5. ASPHALT SLOPE PAVEMENT 1.50� EXI5TING I THE DYNAMIC SHEAR RHEOMETER (D5RI SHALL BE SET AT 2-mm 6AP. SLOPE 114'-5/4"/FT. € �' "•° THE GRM PG BINDER SHALL BE dill% FREE OF PARTICLES RETAINED ON THE 600 um SIEVE AS TESTED IN ACCORDANCE WITH SECTION 5.4 OF M 332. t \e ` " m R p'• Y� f \/ \/,®///�///�\/firy) E �. �� A TO MODIFY THE PG BINDER PROPERTIES IS \ \\ Opp 3� O�G < USE OF POLY-PHOSPHORIC ACID (PP A) �j\ r\\r� /.. ° °0 ,5 PROHIBITED FOR MIXTURES CONTAINING LIMESTONE, LIMESTONE AS AN AGGREGATE BLEND EXISTING �,/ I y o G 0 CQ� ti COMPONENT, LIMESTONE AS A CONSTITUENT IN GRU5HED GRAVEL AGGREGATE, OR BASE RECYCLED ASPHALT PAVEMENT (RAP) THAT INCLUDES ANY LIMESTONE. THI5 PROHIBITION OFF5ET SNOW STORAGE AREA CONCRETE 51DEWALIC AREA " •J ALSO APPLIES TO THE USE OF PPA AS A GROSS-LINKING AGENT FOR POLYMER ✓+ ( " MODIFICATION. R5-1 40 AO 4oy 40.07 NOTE: s �/ FJ� ( 30"x30 40.10 40. b MIX DESIGN I. E5AL = 1.4 MILLION. 2' TOP COURSE �E aE ��"y M Do NOT ,: 4o.oq' �.� ° ..- '� P t� 40. THE MIXTURE DE516N5 MUST BE DEVELOPED IN ACCORDANCE WITH THE GRIERIA SPECIFIED 2. DEPTH TO BE INCREASED 4 BINDER COURSE P QP 40.1 P (P .( IN THE HMA ITEMS THAT ARE APPROPRIATE FOR AN ESTIMATED TRAFFIC LEVEL OF < 30 BY REGIONAL PERMIT EN6. TO �,� S� Q�� ENTER 4o.41C� MILLION E5AL'5. 8" (3 LIFTS) IN AREAS WITH 6 BASE COURSE (IN TWO 3 LAYERS) / �.P p� �G HIGH TRUCK TRAFFIC L6" 5U55A5E s+ p, P vd r o ASPHALT PAVEMENT GONSTRUGTION TACK GOAT REQUIRED BETWEEN ALL ASPHALT LIFTS � y�C�G12 SP�p P��V 4p26 �9f�5ySO�� I. ASPHALT PAVEMENT WIDENING WILL ONLY BE PERMITTED ADJACENT TO EXISTING FULL / / CQ P�� s V 39 96 40.95 DEPTH ASPHALT PAVEMENT. WHERE THE EXISTING PAVEMENT 15 CONCRETE, CONCRETE SECTION �J�V�� OP�1 �� cX 70 G WIDENING MUST BE USED. WHERE THE EX15TINS PAVEMENT 15 COMPOSITE, A COMPOSITE °F �� TIQ Q J PI-1 WIDENING MUST BE CONSTRUCTED. P� �QP NEB��Pts` ,07 ' 30"x30" CURB, 51DEINALK 4 ASPHALT PAVEMENT CONSTRUCTION \1A� p�Q RQti c� 4 40.51 2. WHERE THE EXISTING PAVEMENT CROS5-SLOPE 15 DIFFERENT FROM 1/4 PER FOOT, THE (WITHIN COUNTY RIGHT OF WAY) G �° �. STOP PROPOSED FAVEME14T SLOPE SHALL MATCH THE EXISTING PROVIDED THE SLOPE WILL BE � � S5�Eta°J 3 87 // a�`� ASpNALY 38.80 3/16"/FT. MINIMUM AND 3/5"/FT. MAXIMUM. WHERE A SLOPE WITHIN THIS RANGE CANNOT BE NT5 a' 3 �� 9 OBTAINED, RESURFACING OF THE EXISTING ROADWAY TO CORRECT ITS GROSS-SLOPE MAY • �° 39 g5 BE REQUIRED BY THE REGIONAL PERMIT ENGINEER. _ r•, \ R5 Q�1 39,b5 f �. ° 40.20L_I„ I MOUNTABLE �. 30 x 0 N�Q�RP� 0.15 ` A. CREW CURB 0 N T G� 32 / (G 0 L-1 CON ENTE 3 Z i 'COB p 39•9 ...1 € .! MOUN ABLE +38.6s SG� °JE L_(_ CONC -TE �0Q,\ m 5 9E; LL 6 9"MAX. `° SN CUR I 7"MIN. G0� PR 33 5o -i I: CRASS 2" MO E� / m ELECTR 's PAVERS a 39 70 R� NEB SERVICE i1 i OVER-RUN -- 1 GAS SERVICE ,{ 40It �,, iI ` PROPOSED 39 AV ER �, I-_ + G :L! GRAS RUN 40.15 \y _: 40.50 (!� w iv A: N� w / 8 40.53 . !..L. .E VER- 40. - ci 39.g0 25 c LLI Z 39,3 40.2 [ l_€ q ',. F- 39.83 i 40 2S CP 40.19 r 2 J\ \ 0 ) `:•,, i D O`t / /:` `r/ ° / / 11 40 00 40 p2 ✓� O c:. 1, c l N o rwn \ `'/\ \ \�\ \ �QE 39.77 A pNALT ` 40.20 FE 1 40.70 Q o m j��jj�r/'j �G�g P 'PAS pUNTABLE J 40.5040,9040 0 D\`\/\\�\\�\. �r\a\\\\ � /' C NCRE 51N PROPSrSED 40.00 Q0 m N uri \/ \/ /�'r rINC WA R 38 2+ C� m SAD�TAM 40. 40.90 EX 510E TO B p 40.20 by 5 e 16 OHD�'1 40.65 RVI \ � Q; CAST-IN-PLACE CONCRETE CURB pBANDONE TER �_39,75 ° m # FDA tF 16'OHD 40 TYPE M-100 0-MR 39• j p.30 T J 4115 (MOUNTABLE CURB WITHOUT CURB ANCHOR) PROPOSED SOL11APO O 4030 0.30+ •39 o END 40.65 CURB CIYPd N75 WATER � ( �S m 40. � -� CONCCU EI GRADE BREAK TO BACK OF CURB SERVICE OVII R A _ 351ti'm'- _ ,•;O BEGIN U10TABi-E LESS THAN 5'-0" CONCRETE CURB I m 24" MIN. 4 m � � .�a` "ROOF:O�ER+;; ,<"-;.,,• m o = w� VENT sx;IlFx. A E o „, ,;.5..,,,r:•I1., - 4r +37.94 -� C \ANEL o -DROP CURB ' J O w `° +38.48 GRADE BREAK AT BOTTOM OF RAMP ONE CORNER OF DETECTABLE + + + TRUNCATED DOME DIMENSIONS O S & I WARNING SURFACE LOCATED q pROPOSE0 2 5 AT BACK OF CURB DIM. MIN. ON) MAX. (IN) U, LE DETECTABLE WARNING A I B A 1.6• 2.4" _ +38.75 0 .� BOAT SA TOG +3 .87 SURFACE PLACEMENT OPTION 2 - - 8 o.65" 1.5" 1/4" MAX. f, ,,h gUIL� - + -C 50% - 657 OF D DIM ------------ h,, ' `� "C�{dEADER D \ STORA�9 651 F ENGINEER'S C_ E S EE 'S CERTIFICATION { GF - D 0.9" 1.4^ 1 + ;i� ASPNAC"i M A T EN "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL o NO gASEM � - � TONEBLEND N � FFEL=40•50 1 N SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME DER M `pN \ E S 40.15 539.g5 0 90 CONCRE EXISnNG WAR OVED DIRECTION.BASED UPON A CAREFUL AND THOROUGH'�F'�'FiLy5d1 A _ FOR SHEETRAMP OPTIONS % 3 0 39.90 39.70 AO 40 CURB \� SERVICE TO BE REM •0 SITE AND GROUNDWATER CONDITIONS,ALL FACIL � S ROPQS 6) d € CONFORM TO THE SUFFOLK COUNTY DEPARTMEN F,`Fi�T�i_S�kOTCE5 EMIT } -- - N P 00 _ S,��40-` _ SIDE FLARE (TYP.I -�__� /4" - /2" Max. lr- . , '; a o 4 q 75 EXISTING 2 ING �' ` _ _ �- - CONSTRUCTION STANDARDS IN EFFECT AS OF / S D/1TI BUFFER ZONE (SEE NOTE 231 C0.2" I r� -r. -- POKY BUIi-D I 1r r. T, �,r -� ' .. . T t La o _._- BE REMOVE 7: o cMF I r- o I HOWARD W.YOU Y.S.L.S.N0. 893n \ t`�O �`�8�� 4 39.37 FFL S a// w --- �7.901 78.1 16'oHo 11 \ SECTION E-E h-G - `� -� 1 16'DHD 1 u THOMAS C.WOL N.Y.S. �p� °�\'' :::r' _ _ <• oP.E.E.N . \ OF S10 � DETECTABLE WARNING SURFACE (DWSI VERTICAL SURFACE DISCONTINUITIES o A0 1 1 iE. RAMP �sy�,�. ,> TRUNCATED DOME DETAILS SEE NOTE 6 ON SHEET 1 OF 9 1 ,` R 40.9 11 DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 ;� --- SEE DETECTABLE WARNING �'�- 39.g8 39A8 40.40 PLACEMENT DETAILS ON SHEET 2 OF 9 BLEAR SPACE 63 '1 I ' ►�I cn 0 € SEE NOTE 29) 39 _ i 1 N O �MOUNT CURB i� li li 37.os - CURB RAMP DETAILS N ' ' ' S.�' SURVEYOR'S CERTIFICATION TONEBLEND N THE DESIGN FOR THE PROPOSED HANDICAP SIDEWALKS,CURB RAMPS AND DETECTABLE WARNING SURFACE SHALL O CONCRE BOLLARDS 1 S __ _--+3742 S2' -4 CURB RAMP CONFIGURATION: TYPE 1 CONFORM TO THE CURRENT STANDARD SPECIFICATIONS SHEETS OF THE NEW YORK STATE DEPARTMENT OF �_ - '" _ / 39.69 _ - ' (!� N TRANSPORTATION(NYSDOT)REFER TO"SIDEWALK AND CURB RAMP DETAILS"608-01 SHEETS 1 THROUGH 9. 39.55 ��I��I 1 _+L_-- Ac �jp CE OFF 9 30 39 70 3 39.37 �\ ; 38.20 cP j _ _ I c> -� 5 c�P,R D+37.46 N o CZ J +37.s=� PROS AtOt� k ua� ar- 1 39.2 38•07 HOWARD W.YOUNG,N.Y.SU.N0.45 3 'AND SU 1 �. CONCREjE CURB STEP 3 ^R" ' -- ARC TANGENT r- DONE MAP SUFFER - - NEE;3\jL6) POINT (TYP.) S,R O -roBEIN ABCORONCE TRANSI-RON 1 zz - - - MAP PREPARED FOR REMO STANDARD5 35 75 r STEP 2 , __ y�rITH SCDNS , -----�-- - -- - -- - ram -_� WDP STEP 4 $, , y Pp�lUS�, CONIC VI/ATERSPORTS E o 1 / 150.00 PROPOSED 6 FTCE g STEP 5 �, + STOCKADE FEN RA51us = "R„ at Southold, Town of Southold RADIUS = "R" STEP 6 �, 5810165 0 W Suffolk County, New York r (SEE TABLE 6) �v, CORNER CORNER , DRIVEWAY ARC TANGENT N "^, ANGLE ANGLE , OPENING F POINT (TYP.) \\\ - - - - fir - - - 0£ Ps N OUT IN LIMIT (TYP.1 CMF 16 6.6 COUNTY ROAD IMPROVEMENT PLAN 11 36.68 L(MEUEN' ER WIDTH ! 74. , HIGHWAY EDGE � nowor formeRobertOTE 19) OUTSIDE EDGE OF `` 2 OF PAVEMENT _ =, - ' '� {or er1Y �C ' Robert John Bohn, AUG 2 4 2023 ` TRAVEL LANE _ Or m &Carol Ann Bohn County Tax Map District 1000 Section 55 Block 05 Lot 9.1 --- now Vises C0" 1 Bohn gp Southold Town _------ -- - OF T LINE-- - -_ - 41i_ i- _ terPr �0 in use R' I• "IN DRIVEWAY /' 4u°d En (n9 use R- ' Zon 9 g Board MAP PREPARED MAR.29,2023 Planning OUT �� I , - Zon TRAVEL LANE 1 Record of Revisions WIDTH DIRECTION OF TRAVEL \�- INTERSECTION POINTS 11' 1 _ I REVISION DATE DESIGN ELEMENT TOLERANCES PR COMMENTS JUNE 13 2023 INSIDE EDGE OF OUTERMOST TRAVEL LANE (EQUALS THE CENTERLINE OF 2-LANE HIGHWAY) 1 DESIGN AND FIELD LBAT FOR WORK PR COMMENTS JULY 03 2023 1 ELEMENT LAYOUT LIMIT ACCEPTANCE PR COMMENTS DULY 07.2023 RADIUS LAYOUT I SIDEWALK CROSS SLOPE - SEE NOTE 12 _ _ 1.5% MAX. 2.0% MAX. SCDHS NOIA#1 JULY 14 2023 VALH) FOR RESIDENTIAL OR MINOR COMMERCIAL DRIVEWAYS SIDEWALK GRADE (RUNNING SLOPE) - SEE NOTE 11 _ 4.57. MAX,_ _ 5.0% MAX. MULTIPLE AUG.16 2023 (FOR THE VALUES OF "R" AND "X" SEE TABLES 6 AND 7, RESPECTIVELY) _CURB RAMP GRADE (RUNNING SLOPE) - SEE NOTE 21 _ 7.57 MAX. 8.3% MAX. BLENDED TRANSITION GRADE (RUNNING SLOPE) - SEE NOTE 7 - 4.5% MAX. 5.0% MAX. ALL VALUES SHOWN ON THE 608-01 STANDARD SHEETS REFER TO DESIGN AND FIELD LAYOUT LIMITS. o FOR ADDITIONAL REQUIREMENTS AND TOLERANCES,SEE "CRITICAL ELEMENTS FOR THE DESIGN, LAYOUT, DRIVEWAY DETAIL AND CONSTRUCTION OF PEDESTRIAN FACILITIES" AVAILABLE ON THE NYSDOT HIGHWAY DESIGN MANUAL CHAPTER 18 WEBSITE. 20 0 10 20 40 60 THE DESIGN FOR THE PROPOSED HANDICAP SIDEWALKS AND CURB RAMPS SHALL CONFORM TO THE CURRENT Scale: 1�� - 2�' STANDARD SPECIFICATIONS SHEETS OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION(NYSDO-o REFER TO"RESIDENTIAL&MINOR COMMERCIAL DRIVEWAYS"608-03 SHEETS 1 THROUGH 9. JOB NO. 2022-0135 DWG. 2022_0135_sp2 4 OF 5 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)A CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York II4101 tel. 631.127.2305 fax. 651.127.0144 odmin®youngenglneering.com MIN. F3 STONE PAVEMENT EXISTING / EXISTING 2' S ��/ �+/�• � ��tih�� Howard W. Young, Land Surveyor GROUND PAVEMENT / - d: � Thomas G. Wolpert, Professional Engineer x / Douglas E. Adams, Professional Engineer � �< t ' Robert G. Tost Architect z MOUNTABLE BERM /f ," 40 40.0 40.07 / Robert Stromski, Architect FILTER CLOTH � (OPTIONAL) r �� F 6 10. 4 4o.og 0.05#r„r 40.1 (,"\O � 404 PROFILE N � 0 � 1� `c CLO P 50' -1 G SPA �P� , ,� MIN. �/ {G� :' E� 40?6 '�'P�hgSo� �,. � � � �,� : firr DRAINAGE DESIGN CRITERIA & CALCULATIONS 96 - E V \ P 39. '�" / o� 0 fiA �. V=ARC / .�\� 7 / 1 �40.95 C0� A= AREA OF TRIBUTARY(S.F.) R=RAINFALL(FT.) C=COEFFICIENT OF RUNOFF WA5HRAGK N z ,�T' O i "�1 syy9 ,fib i 40%) (OPTIONAL) - . ``, ` `��. ,�Q tl`Q / � s W ' E d�` '' ��P" P��C� 4 40.76y) NOTE y " ° �- G� o�� i 40.51 f WATER EL=7.0. HIGHEST EXPECTED GROUND ,. EXISTING �3 cy / gpFlA ALL CONNECTING DRAINAGE PIPES ARE 15"DIAMETER HDPE. EXISTII�IG .. Y�;..'•e' `_: ._. / 3s.8i A v Q,. "GOARI?. PAVEMENT i GROUND -` > ;?Aa>=. 39 GENERAL POLLUTION CONTROL MEASURES _w g / ; i `�c L L TRIBUTARY AREA#1-9,903 SF I N 9`65 ,�. 40.20 `..•:;c . ,. :1 i,. ,..-.,:. ";;^: >:'. Y.: : :4:'., ::,:, �.IQ Q ., IN ACCORDANCE WITH THE PROVISIONS OF THE NYSDEC GENERAL R 3�` N O UNYABLE EQUIRED VOLUME �•R �Ptl` ,''° 01 � LL ; I'1`0 CURB S STORMWATER PERMIT,STORM WATER MANAGEMENT AND EROSION AND '(' 40.15 .t-�. CONCRETE SEDIMENT CONTROL MEASURES INCLUDING,BUT NOT LIMITED TO,THE ASPHALT/GONG.: 5,373 S.F.x 2/12 x 1.0 = 896 C.F. 1 1 f z r84� 23 i 511'" 39.90 pUNTAgLE pIELD#1 FOLLOWING SHALL BE EMPLOYED DURING CONSTRUCTION: ROOF: 2,649 S.F.x 2/12 x 1.0 =442 C.F. I I PLAN N �,.r39.5 i +3s.ss ��i� �'L� / �oNCRETE USE LEACNINDIA X7' DEEP LAWN: 1,881 S.F.x 2/12 x0.10 = 31 C.F. ' / 3975 L L (3� 510' 1.EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED(BY r.. �g CURB POOL TOTAL REQUIRED = 1,369 C.F. + 39 75 LLLLL' INSTALLATION OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS DRAINAGE TO SEDIMENT �78 Cg1#1.1 3950 !-L� GRASS ) PROVIDED VOLUME TRAPPING DEVICE AND SHALL REMAIN UNDISTURBED. SEE NOTE 8 � 'rrs 3s.54 39 (,RAC-35 p4 � OVER RUN USE:LEACHING FIELD#1 IE= - 2.CLEARING AND GRADING SHALL BE SCHEDULED 50 AS TO MINIMIZE THE (3)POOLS 10' DIA.x 7' DEEP = 1,437 C.F. 39•70 e!s i \ EXTENT OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE 3940 �'y`` # GRA55 PAVER 4015 I` 40.50 N EXPOSED.GRADED AND STRIPPED.AREAS SHALL BE KEPT STABILIZED TRIBUTARY AREA#2=5,4515F CONSTRUCTION NOTES 8 0. tL OVER-RUN 39.90 - 40?5 TEST HOLE DATA THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED.SEED MIXTURES REQUIRED VOLUME 39.59 + t..t_,t... �� SHALL BE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE ROOF: 1,397 S.F.x 2/12 x 1.0 = 233 C.F. I. STONE SIZE-USE 2"STONE,OR A RECYCLED GONGRC-TE EQUIVALENT. 39.3 ,. "" ` 2. LEN6TH-NOT LESS THAN 50 FEET(EXCEPT ON A 51N6LE RESIDENCE LOT WHERE A 50 0' -` L. ___ � RECOMMENDATIONS.IN AREAS WHERE SOIL DISTURBANCE HAS ASPHALT/CONC.: 2,830 S.F.x 2112 x 1.0 =472 C.F. FOOT MINIMUM LENGTH WOULD APPLY). �L�L.L _I_.LL,_L.t_LJA ' �` % McDONALD GEOSCIENCE _L €..I_LLI-LL I I 0 Ln o- TEMPORARILY OR PERMANENTLY CEASED,TEMPORARY AND/OR PERMANENT LAWN: 1,224 S.F.x 2/12 x 0.10 = 20 C.F. 3. THIGKNESS-NOT LE55 THAN b". 4 l` �f O 11/15/22 4. WIDTH- 12'MINIMUM BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE IN6RE55 OR 40.25 -� 1-l_ \ i 3 o SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR TOTAL REQUIRED =725 C.F. E6RE55 OGGURS. 39.83 4 -"` 6% o (o Q 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACIN6 OF STONE. 40O -�' _ V`'P O p MIXED 0•Q� IMPLEMENTED WITHIN SEVEN DAYS. 2 PROVIDED VOLUME b. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION /Q�1 ' ASP 40.70 t� �y�z� - p s SAND d ENTRANCES SHALL BE PIPED AGRO55 THE ENTRANCE. IF PIPING 15 IMPRACTICAL,A (`I MQ 1 f 40.20 00�� ^v$T La o LOAM 3.THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED USE:LEACHING FIELD#2 f OMAINTELNANGEM YTHE TH SNTRANGE SH:1 SLOPES ILL ALLBBE MAINTAINED I IN A CONDITION WHICH WILL �ED. ��1zP �,o O T 4050 �Q 4090 40%) 1 frl N h BROWN 10 TO REDUCE RUNOFF VELOCITIES.RUNOFF SHALL BE DIVERTED AWAY FROM (2)POOLS 10' DIA,x 6' DEEP = 821 C.F. PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC,RIGHTS-OF-WAY.ALL SEDIMENT G ONG 0 E 4000 b 40%) 4040 t� to (ML) CLEARED SLOPES. SPILLED,DROPPED,WASHED,OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED G 11T O 40.90 � W - TRIBUTARY AREA#3=10,177 SF IMMEDIATELY. 1,�1��OU 138.82+ U 20 / _ t 40.65 2 0' 5. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED EVERY SEVEN(7) l j ` C,y 0• YELLOWISH 4.SEDIMENT SHALL BE TRAPPED ON THE SITE AND NOT PERMITTED TO REQUIRED VOLUME CALENDAR DAYS. d 39.70 +38 i 8 9 BROWN ENTER ADJACENT PROPERTIES OR PUBLIC ROADS OR DRAINAGE SYSTEMS. 51L„` FINE ROOF: 3,193 S.F.x 2/12 x 1.0 =532 C.F. 39.75 .� �-� H SAND SEDIMENT BARRIERS SHALL BE INSTALLED ALONG THE LIMITS OF ASPHALT/GONG.:447 S.F.x 2/12 x 1.0 =75 C.F. 39.50 r1ON (SP) DISTURBANCE PRIOR TO THE START OF CONSTRUCTION AND SHALL BE STONEBLEND: 6,493 S.F.x 2/12 x 1.0 =1,082 C.F. ST�tBILIZED GONSTRUGTION ENTRANCE 0.30 � �/ 41.15 PALE BROWN 14.0' MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. LAWN:44 S.F.x 2/12 x 0.10 = 1 C.F. �T gOL1.ARD5 0 40. v 0 30+ 39ENO NTS �NI' w1 40 30 CONS>: 40.65 COARSE 5.A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO TOTAL REQUIRED = 1,690 C.F. O-�GT1ON - Y'- ".. CURB SAND �R -y _ _ F.: BEGIN PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL PROVIDED VOLUME MOUNTABLE (sW) ROADS.THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE USE:LEACHING FIELD#3 # �0, .9 ';': pR` •.~ .; - ETE CURB 17.0' CONCR SITE IS PERMANENTLY STABILIZED. (4)POOLS 10' DIA.x 7' DEEP =1,916 C.F. GRA�=39.30 b 1.• a NO WATER IE=35.30 I ' Y ENCOUNTERED 6.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. (p , --38------ : ' I i +37s4 7.THE FOLLOWING MEANS SHALL BE USED TO CONTROL DUST DURING USE DANDY BAG / +38.48 CONSTRUCTION:A.WATER-DOWN ACCESS WAYS,STOCKPILES,AND SEDIMENT CONTROL DEVICE C'3 °'" c,'�Q{Z� MATERIAL PRIOR TO LOADING; S.LIMIT ON-SITE VEHICULAR SPEEDS TO 5 AS MFG BY DANDY PRODUCTS b 2 MPH;C.PROPERLY COVER TRUCKS CARTING LOOSE MATERIAL AND OR APPROVED EQUAL � 6"ROOF PROPpS� i ,\, DRAIN AT 5 ALE 5 & I +38.75 g0 GE ZNG + 87 51�-r CONSTRUCTION DEBRIS. gUI1-D � � -��, ,. j��i 8.SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL 5TORA ��' ING FIELD#2N HEA�ERIck �F A_ 651 SF REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY GRATE COMPLETELY y ' - "e USE LEACAA X 6 DEEP ASP SEMENT STABILIZED.FOLLOWING PERMANENT STABILIZATION,PAVED AREAS O BA SHALL BE CLEANED OF SOIL AND DEBRIS AND DRAINAGE SYSTEMS SHALL COVERED BY (2)p001.510 N �\ HIGH-FLOW FABRIC ;,: STONEBLEND 40.50 BEGIN FFEL= i `� BE CLEANED AND FLUSHED AS NECESSARY. 40.15 39.95 CREW i o, N � 3990 39.70 40 40 CURB i GD _ 9.PROPER MAINTENANCE OF EROSION CONTROL MEASURES 15 TO BE �� _ - - PERFORMED AS INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR 3 tQ" o ' 390 5 _ - ` �- PROLONGED STORMS.MAINTENANCE MEASURES ARE TO INCLUDE,BUT ARE PLAN C-1 a. ... _ FLUSH INLET c �:,ORY ,�� 7_ o�_ �► CMF NOT LIMITED TO,CLEANING OF RECHARGE BASINS,SEDIMENT TRAPS AND 37.92 DRYWELLS,CLEANING AND REPAIR OF SEDIMENT BARRIERS,REPAIR OF G1(}�1L�' .» --� I +39 37 BERMS AND RUNOFF DIVERTERS,AND CLEANING AND REPAIR OF INLET CO n m _ 37.99 FFL PROTECTION DEVICES. USE DANDY BAG ST r� ° - ,_- �,97.90+ SEDIMENT CONTROL DEVICE - d y 10.DURING CONSTRUCTION,THE CONTRACTOR SHALL COMPLY WITH ALL AS MFG BY DANDY PRODUCTS 40 AO 1 e LOCAL REGULATIONS CONCERNING THE DISPOSAL OF SOLID WASTE AND OR APPROVED EQUAL _- ---- y• 40.g0 4040 y DEBRIS AND TOXIC AND HAZARDOUS WASTE,AS WELL AS SANITARY 39.b ? 3948 �� G FIELD#3 d N p o SEWER AND SEPTIC SYSTEM REGULATIONS. 39. _� PAVEMENT N ! `` U�¢pOL510' DIA'x 7 DEEP D �a 1 : o il.CONCRETE WASH-OUT OF READY-MIX TRUCKS IS PERMITTED AT THE SURFACE CON CURB S (y 5 EONEBtEN V4 +> 37,06 Q, DESIGNATED AREA. NC c o RD Z2 FLUSH _ - -"`` gOLLA a \ FFL 9 ' H to 3 UNLESS OTHERWISE DIRECTED BY THE OWNER,THE CONTRACTOR IS INLET 39.55 �q'oo + 70 RESPONSIBLE FOR MAINTAINING THE NECESSARY RECORDS OF 39 30 1,L..� I 38.20+ -s 70 i = _ 1 O Q -< CONSTRUCTION ACTIVITIES,PREPARATION OF INSPECTION REPORTS,AND 39A5 39 �`\ : i- - '' 1 m REPORTING RELEASE OF POLLUTANTS TO THE PROPER AUTHORITIES AS 39.12 NECESSARY TO COMPLY WITH THE NYSDEC GENERAL STORMWATER PERMIT. SECTION +37.46 C _ ;,r `- 1 _ C THE CONTRACTOR SHALL REPORT ANY REQUIRED MODIFICATIONS TO THE � �' CB }3 `` -T1 SWPPP NECESSITATED BY FIELD CONDITIONS OR CONSTRUCTION 07 { a' e �''.•e �.,_,� G A 38` m ACTIVITIES TO THE ENGINEER FOR REVISION OF THE SWPPP WHERE 34M07 �p APPROPRIATE. FLUSH INLET PROTECTION +37.64 3a 32 , s NTS 3922 3a07 ENGINEERS CERTIFICATION 38. 7 .� �� TABLE MOVCRETE CURB "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL 3 CON SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME R. DER _ DIRECTION.BASED UPON A CAREFUL AND THOROUGH�TU,DY 6-P-tHErZ M 51-RON BUFFER 1hILT _ _ _-- - - SITE AND GROUNDWATER CONDITIONS,ALL FACIYTII=S ASQROPOS�D AN P ,r,EGT1pN IPF CONFORM TO THE SUFFOLK COUNTY DEPARTMENT OF I IE`AL�:Wt kVIG�E5 N RO 35.75 CONSTRUCTION STANDARDS IN EFFECT AS OFIIS' AT HAY BALE 5-4 BERM SAND BAG 51�T 5ED 6 FT. _ I'' �, i, ',%.;'.' i 'z cc ��G� 50.00 PROPO E FENCELIJ COMPACTED 1 STOCKAD c [ BAGKFILL WOOD FRAME F.4 r_ U SECURELY c ,50" 581 16 1 HOWARD W.YOU N.Y.S.L.S.N 893n Fp PLASTIC FASTENED AROUND AUG 2 4 2023 THOMAS C.WOL ,N.Y.S.P.E.NO.61483 p�OFESS��\� - CMF I I---- - LINER� ENTIRE PERIMETER - DOUGLAS E.ADAMS,N.Y.S.P.E.N0.80897 jmr M - Southold Town 36.68 or f merly -(,, �� - / now Bo n,Robert WOVEN WIRE FENCE Planning Board ` .. ,... [ ^"..L" '.'..�....�,T3 t-'"--.f ,•„..)1 }�..�'..f• /' erl`I I ohn or{orm L*LC Robert �&Carol An Bohn SECTION A-A SECTION B-B -- - noW erpr%ses CO Bohn use R-gp FILTER CLOTH MAP PREPARED FOR LATH AND 'FLAGGING Q111 Eo�`ng use R� ' Zon►n9 T ON THREE SIDES ROUGH HEMLOCK Z PECONIC WATERSPORTS 3TOP OF BERM FIR FRAME ► UNDISTURBED � DISTURBED at Southold Town of Southold e SAND BAG g AREA FLOW AREA Suffolk County, New York CD HAY BALE I - SECTION EROSION & SEDIMENT CONTROL PLAN WOVEN WIRE FENCE County Tax Map District 1000 Section 55 Block 05 Lot 9.1 o PLASTIC I ON 5 SLOPE a LINER MAP PREPARED AUG.16,2023 A A e B CONSTRUCT SILT FENCE Record of Revisions AROUND ENTIRE PERIMETER FILTER REVISION DATE OF STOCKPILE F' CLOTH - L - - _ -._. •-t••L. CONSTRUCTION NOTES ® ® 111 I.PROTECTION OF STOCKPILES 15 A YEAR-ROUND RECUIREMENT. - _ `rr•[r.' �:':--'' STOCKPILE - GRADE 2.STOCKPILES SHALL BE LOCATED A MINIMUM OF 50 FT.FROM GONGENTRATED STORMWATCR FLOW5,AND INLET5. - .. _ "BELOW GRADE" PLAN "ABOVE GRADE" PLAN 5. WIND EROSION CONTROL PRACTICES SHALL BE USED ON ALL STOCKPILES AS APPROPRIATE. -` 4.REPAIR AND/OR REPLACE PERIMETER CONTROLS AS NEEDED,OR A5 DIRECTED BY EN6INEER. I U V ELEVATION ` W 5.SEDIMENTS SHALL BE REMOVED WHEN 5EDIMEN7 AGGUMULA710N REAGHS ONE--THIRD(1/5) OF THE BARRIER HEIGHT. - Z 20 0 10 20 40 60 CONCRETE YNIA5HOUT TEMPORARY 5TOGKP I LE 51 LT FENCE a NTS NTS NT5 Scale: V = 20' JOB NO. 2022-0135 DWG. 2022_0135_sp2 5 OF 5 COMMITTED TO BUILDING GREEN RECEIVEU All standard Butler-Cote`"`25-year fluoropolymer and dated.Our 25-year warranty guarantees that. FLUOROPOLYMER FINISH VS.SILICONE 'color finishes feature a Solar Reflectance Index on roof and wall panel standard colors,chalking POLYESTER AFTER 8 YEARS OF WEATHERING. oPlanning Board wn (SRI)of 29 or greater. will not exceed a rating of#8 and fading will not Butler-Cote" Industry Standard exceed 5AE color difference units.The warranty Fluoropolymer Silicone PolyesterFinish Coating ENHANCE AND PROTECT THE BEAUTY also covers peeling,cracks,or chipping of the The standard exterior paint finish for all Butler paint finish. panels and trim is the Butler-Cote system, Original Colort;' r j consisting of a full strength 70%Kynar 500" While many manufacturers'warranties are or Hylar 500W� PVDF resin-base fluoropolymer prorated after a certain period of time,we offer our Level of Chalking finish. Butler-Cote roof and wall panel warrantyfor a full Allowable Within # `M Warranty Terms _ 25 years—with no prorating.It's a testament to " The Butler-Cote system resists the chalking and our high performance standards. Warranty Period 25 years 10 years fading that often leaves a building looking drab BUTLER—COTE''FINISH SYSTEM SOLAR REFLECTANCE DATA Availabler . rr r , ar ance ance �. Color Cool Solar White(GalvalumeO substrate) N BUTLER-COTE" FINISH SYSTEM 11 1 11 ; , 1 ; , ; ; ; for Butler" Building Systems T Citiol Iv#ry • 1 11 Birch Featuring a full palette of Butler-Cote'"m colors 11 1 ' • ' ' each with an SRI of 29 or greater. Cool Country •. •1 1 :� : .: Cool Desert Beige �• 1 1 Cool Gray Stone 11 • 1 :� C#ol Emerald Green Cool Palm Green Cool Ocean Blue 1 1 :� : �:: •_ Cool Majestic Blue-- Cool Brick ••d • 1 :. . ; i� Galvalume"Plus h Butler Manufacturing Butler Buildings Canada " BUTLER Kansas City,MO Burlington,ON,Canada • 816-968-3000 905-332-7786 www.butiermfg.com ® /r` — CRC M B M R - �•�� - ' RATED A ACA72ED PRODUCT ---I , Butler'building products are constantly being improved;therefore.the information contained herein is subject to change without notice.Before finalizing project details.contact your nearest Butler Builder or Butler BUTLER Manufacturing"for the latest information. O Kynar 5001 is a registered trademark of Arkema.Hylar 50001 is a registered trademark of Solvay Solexis.USGBC logo is a registered trademark owned by the U.S.Green Building Council and is used by permission.Energy , Star is a registered trademark of the United States EPA ©2014 BlueScope Buildings North Anerica.Inc.All rights reserved.Butler Manufacturing"is a division of BlueScope Buildings North America.Inc.Find your independent Butler Builder at www.butlerbuilder.com. Form No.4828 06/14 i -0 All Butler-Cate'"fluortt e f I eflecu ROOF SYSTEMS WALL SYSTEMS MR-2V AND CMR-24® ROOF SYSTEMS SHADOWALL:', BUTLERIB® 11, STYLWALL® II FLAT AND FLUTED WALL SYSTEMS, AND MOD-36 (GABLE TRIM, EAVE TRIM, GUTTER AND DOWNSPOUTS) {' h Cool Solar White 22&24 ga. Cool Ivory White 24 ga. Cool Shell Gray 22&24 ga. Cool Emerald Green 24 ga. Cool Solar White* Cool Igloo White* Cool Ivory White* Cool Birch White* Cool Ocean Blue 24 ga. Cool Brick Red 24 ga. Cool Harvest 22&24 ga. Cool Shell Gray' Cool Country Wheat' Cool Desert Beige* Cool Gray Stone VSR 11'" ROOF SYSTEM Cool Emerald Green Cool Ocean Blue Cool Majestic Blue Cool Brick Red Cool Solar White 24 ga. Cool Igloo White 24 ga. Cool Ivory White 24 ga. Cool Shell Gray 24 ga. T. Cool Harvest* Cool Onyx Black(Trim Only) Cool Marsh Green Cool Palm Green Cool Country Wheat 24 ga. Cool Desert Beige 24 ga. Cool Gray Stone 24 ga. Cool Marsh Green 24 ga. BUTLER THERMAWALL" WALL SYSTEM 1 1 I Cool Emerald Green 24 ga. Cool Palm Green 24 ga. Cool Ocean Blue 24 ga. Cool Majestic Blue 24 ga. 1 / / Cool Solar White Cool Birch White Cool Shell Gray Cool Country Wheat Cool Igloo White 1 / ./1 1 INTERIOR FINISH COLORS (NOT FORMULATED FOR EXTERIOR USE) Cool Brick Red 24 ga. Cool Harvest 24 ga. 1 . BUTLERIB® 11 ROOF SYSTEM Light Gray(Butlerib"II roof&wall, Igloo White(Butler ThermawalI' Interior White(CMR-24®Liner and StylWall®II Fluted,Shadowall'", &TextureWall'")USDA-approved MOD-36 in 22 or 28 gauge only) 1- MR-24®,VSR II'"and MOD 36) 1 1 GAUGE AVAILABILITY Butlerib®II&Shadowall'"- 26 � gauge Cool Solar White 24&26 ga. Cool Shell Gray 26 ga. Cool Emerald Green 26 ga. StylWall°II Flat-26 gauge K StylWall°II Fluted - 24 gauge MODULEZET1 II SOFFIT COLORS MOD-36-22,24,26,and 28 gauge JU;L s Trim -26 gauge *Also available in 24 gauge for Butlerib°II,Shadowall' and MOD-36 All color selections are close re y processing g Plana ng Board Cool Solar White Cool Ivory White Cool Birch White Cool Shell Gray Cool Desert Beige Cool Harvest presentations,but are limited b rocessin and viewing conditions. i 24 ga. 24 ga. 24 ga. 24 ga. 24 ga. P4 ga. Lead times may vary by product selection.Contact your Butler Builder®for more information. PROPOSED ELEVATIONS FOR: - SIIZOMSKI Peconic Watersports architecture,pc. p px,�. IAA�T_r,,9.T 46770 COUNTY ROAD 48, SOUTHOLD, NEW YORK 11971 RE D JUL 112023 I Southold Town Planning Board Proposed Site Plan For. Peconic 44 ` ' Water Sports 1XMN'EElP-C9ffRf AR'1RRPRM. 61ARpH."LLL xA'.k f MIITC IPI ND. STAXItli 9Tl6 UltE PAIL. xUCO Mf11A1 — wITHu! - ^� �. ( aEVHFD A•DPt'i fLlxJIL 6ZJlY CQSR.lDX 3e11.GkAY DOOR C A.P1NM I'RNEP�G - -. �` � � 46770 County Road 48 --—--- ----..__ -- _ Southold Iwo 55 5 9.I PECONIC MARI\rl REVISIONS �4-12-2023 RE WNS4M AS PER - i. - , (" _ _ 4 PLANMNG COMMENTS � O f i I _ GLAI EFritAJ�N'.THIN --ST4lgNG IFTM SFAti ROF Ng111M'IIBER-<EfIEM __.______. ___._ L� Nl^D.ICD AlU""iRJI'I fTJJffC (ADR�CNL`.IE1L DRAT ARCNITKTURK BEVELED SIDEW tiiC.xk4'iQIW-CEt1EN1 A9"iUTECTUW4 HNTE}UTTER �tLLT 42f STp1e VE�4ER- CLEAR GLISIr�MTNPI NIC9IZED AW1Ptt1 AT(APAD D CC C TO I GRAY TLRE STDNE VEHFHt- Ca GR'CU0.DESERT BEWE .f U SIgNG C0.UR,(LYI.ULENi y LapA(,�gSTNUi P1Lf11HiA'1 iRNSS C� I M5M DEGLLS TO A CNFSTNR C0.0R �1 PROPOSED FRONT ELEVATION 4.,, �z1 PROPOSED RIGHT SIDE ELEVATION say.ve•.r-d _ 8 SEAL -Mink Rm MAL MAL MEN ;�: AFGTC:'fWK '. - ...•.. __ - -WALL PEEK V9RYK.PNElS C4k 6�E5ER1' TANUaG m1AI < x•t. �. _ 01- [aa D6ERf BElff� _BFIOE: - 4ULI.AE GDaI.:AtCi.LNT i - �. arch�nawim. off Y L__.Jsc ACE A.He•.e uATY tl/lo/m]3 Iv -. ORAxx Br u tl1ECKFD BY Rs TITLE ALUTAPI WERIY DLNW.E DODRS .__ •'. •: ;... .• <QOR 4RAT TRAIC.•4A"Fff kMMN1'PANE15 HRiM�; AK'p®ALMMM EIWS Proposed �1 PROP0 ED REAR ELEVATION LU7 SIDE ELEVATION sd..�•.I'-D• Building A-Z A-1 Elevations SHEET A-2 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO SEA VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITION4L INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)A CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. BULK SCHEDULE OF DIAIENSIONAL REGULATIONS 400 Ostrander Avenue, Riverhead, New York II0[01 to I. 651.127.2505 fax. 651.721,0144 N (GENERAI. BUSINESS) I admin®youngengineering.com MINIMUM PRINCIPAL REQUIREMENTS PLAN '-' � "-'W � E , Howard W. Young, Land Surveyor LOT SIZE 30,150 S.F. 37,153 S.F. Thomas G. Wolpert, Professional Engineer LOT WIDTH 150' 150' LOT DEPTH 150' 247' Douglas E. Adams, Professional Engineer RpPD 3 S // w t E FRONT YARD VArdABLE 69.8' Robert St Omsk( Architect r hitect LISA DRIVE � Y{ SIDE YARD 25' 25.4' BOTH SIDE YARDS 50' 71.9' w o � �� ' REAR YARD 35' 65.4' LANDSCAPED AREA 35% 36.9% SITE DATA W // S / PER 1I MAXIMUM TOTAL AREA = 37,123 SQ. FT. o / / PRINCIPAL DIMENSIONS PLAN *ZONING USE DISTRICT =B(GENERAL BUSINESS) LOT COVERAGE 30% 19.5% * VERTICAL DATUM =NAVD(1988) { a BUILDING HEIGHT 35' <35' NUMBER OF STORIES 2 2 KEY MAP S" / FRONT YARD TABLE PARKING CALCULATION SCALE: 1"=600' ' PARKING REQUIRED ga , a .� R5-1 "�;-° SCTM# FRONT YARD P 30"x30 Q b BOAT REPAIR&SALES: 2,651 SF @ 1 STALL/250 SF =11 STALLS otrNo �txP gv� 1000-55-5-7 62.6' STORAGE: 7,000 SF @ 1 STALL/1,000 SF =7 STALLS G��G��U�O 1000-55-5-10 67.5' TOTAL PARKING REQUIRED =18 STALLS ENTER p `9 Q �S AVERAGE FRONT YARD= 62.6'+67°5' /2=65.1' PARKING PROVIDED {tT,. + P�g�� ASPHALT&570NEBLEND PARKING =18 STALLS + O PLANT CENTER ' C� " ti ID bQ' R3V 0 O PLANT ROW ®. QC��Q PI-1 SECTION 280-48: USE REGULATIONS TYPICAL ON CENTER SPACING po AS 30 x30 (12)PUBLIC GARAGES,GASOLINE SERVICE STATIONS,NEW AND USED MOTOR O O O LABELED ON PLANTING PLAN ,-<'` � " �o `` �. 22 BEM. STOP VEHICLE LOTS,VEHICLE SALES AND RENTAL,INCLUDING THE SALE OF ,' �i. . RECREATION VEHICLES AND TRAILERS AND BOAT SALES,WITH ACCESSORY PLAN-SHRUB SPACING `//�� !',. ASPNA�Y !,'i ` ', NOTES: REPAIR FACILITIES,ALL SUBJECT TO THE FOLLOWING REQUIREMENTS: PLANT SET AT ORIGINAL QP5-1 � !'J1 T!;•'- 2"! LI I * REMOVE ALL PLASTIC AND w1RE TA65. 1, „ 'N Q ,� ` ; �.•, �, , %'i%! �,� - EL TABLE a)ENTRANCE AND EXIT DRIVEWAYS SHALL HAVE AN UNRESTRICTED WIDTH �0 �PLANTIN6 DEPTH 30 X30 -, ', �L , , MOON �NO Gv P 2 �LI R16' CCURB REMOVE ALL NON-DEGOMPOSIBLE CORDS OF NOT LE55 THAN 12 FEET AND NOT MORE THAN 30 FEET AND SHALL BE 2 / `` ��;' ` - L TABLE AND BURLAP FROM THE ROOT BALL, IF LOCATED NOT LESS THAN 10 FEET FROM ANY PROPERTY LINE AND SHALL BE 3" DEEP SHREDDED BARK MULCH "CO p!�`/% LI-L,' 0OUN R6 PRESENT. 50 LAID OUT AS TO AVOID THE NECESSITY OF ANY VEHICLE BACKING OUT ,'% NA O��,i ,R' CONCRE� �� * DO NOT OUT BURLAP FROM SIDES ACROSS ANY PUBLIC RIGHT-OF-WAY. Z _ PLANTING BAGKFILL ;':'r i ' S �C� I-1 ,.•,;.` / ' /. +':R ; ! !_ CURB OF THE ROOT BALL. b SALE OF USED VEHICLES OR BOATS SHALL BE CONDUCTED ONLY AS AT.: '/ Ll ELL' ';1 * ACCESSORY TO THE SALE OF NEW VEHICLES OR BOATS. WHERE SHRUBS ARE PLANTED IN MASS '.'. i,!;' . . SET TOP OF ROOT SALL I" ABOVE EXCAVATE ENTIRE PLANTING BED FINISHED GRADE. c)VEHICLE LIFTS OR PITS,DISMANTLED AUTOMOBILES,BOATS AND SECTION " +,' /i ' °/ }'' R?? ' * VEHICLES AND ALL PARTS OR SUPPLIES SHALL BE LOCATED WITHIN A ,.- .,:; i,�' '/,%i`,' /, , ", i/;'. /// ' , ,! �' REMOVE ALL ACCUMULATED 501E OR ! ' `'' ' /•, i :�*` y MULCH FROM THE ROOT GROWN AREA. BUILDING. R33' �'!,/` �` ' `' ' ' d)ALL SERVICE OR REPAIR OF MOTOR VEHICLES,OTHER THAN SUCH MINOR S PAVER . , . GRASS PAVERS TYPICAL M,455 PL,4NTING LAYOUT '�!GRA ; , ' ; ` OVER-RUN N ,.1;^ * REMOVE ALL WIRE BASKETS FROM SERVICING AS CHANGE OF TIRES OR SALE OF GASOLINE OR OIL,SHALL BE NT5 .-•L OVERRUN n" 15' o ROOT BALL, IF PRESENT c CONDUCTED IN A BUILDING. LEI_ /''.F'. ` L °,o a: %. < `' t` `� e)THE STORAGE OF GASOLINE OR FLAMMABLE OILS IN BULK SHALL BE pox SR�p PCB I_�i €`. �, ,� o Ali, DECIDUOUS TREE LOCATED FULLY UNDERGROUND AND NOT LESS THAN 35 FEET FROM ANY ' Q �QJ GJCQ' I-L .LLLL.LL L r� -i cn o (j1 �- ,; NOTES: 33R _.I.I_I I-I �F�cP /' ` I > � o ` "' pZ t HOSE PROTECTOR PROPERTY LINE OTHER THAN THE STREET LINE. `L �G xµ /�,, I v o N VolI, ,� f)NO GASOLINE OR FUEL PUMPS OR TANKS SHALL BE LOCATED LESS THAN 15 REMOVE ALL PLASTIC 4 NIRE TAGS 2 Q� ` I c� -s N * .:• �, P Z .J O �� - _ FEET FROM ANY STREET OR PROPERTY LINE. / 1 T 5 / G� - pSK y �T 2"x2" STAKE (3 wAY) Q� 11 ON AS? �S 1 �,� �I g)NO GASOLINE SERVICE OR REPAIR SHOPS OR SIMILAR BUSINESSES ARE TO * REMOVE ALL PLASTIC CORDS FROM �� '(� Q 4- ro �' JD 1 p to p ,yl•-''`� '1't P� BLE N D -, s; BE LOCATED WITHIN 300 FEET OF A CHURCH,PUBLIC SCHOOL,LIBRARY, TREE BALL, IF PRESENT �G Rg� 'pa MOUNT B > 4' * IN GROUPINGS OF SHRUBS, EXCAVATE CON 2 STALLS / 25. G } 2 STRANDS NO. 12 6ALV. PLIABLE � � h 3 '" 6! � � HOSPITAL,ORPHANAGE OR REST HOME. S CRE s 0 to N r Z „y"° STEEL WIRE (TWIST TO TIGHTEN) •.� R! ! ., ri. AND BAGKFILL ENTIRE SHRUG BED AREA CURB V 9' ' -G •�1 ~ " Vy L! w/PREPARED BAGKFILL MIXTURES. + 9' ;-.::•; r`` �_11joHD—"' fie' ,1�1 {�• ( ——EVERGREEN TREE 3" DEEP SHREDDED BARK MULCH �.-- 16'OHD�p0, 6 ON Wit" —'—MULCH TO BE KEPT AWAY FROM f 5 d / JD 3-BS ��It` rf �� s to TREE TRUNK a Q - PLANTING BAGKFILL MIXTURE °o $ofp �/ c4 N P7 D / hA�' n - °f Q t l - PF Q,q r• w EN $.� a —SO L SUAGER TOP DED BARK MW/MULGH ULCH @ 3 DEPTH _ 1rEM A 'q _ - ... CONCRE1I E !/ IN 4-VAN °� - 35.1' T r.: :p C / , BEG TABLEll�� MOUN CURB - ROOT BALL _tom{I� II II I lI I� / CONCR TE 5GARIFY ALL SIDES OF PLANT PIT ,�4 1;. `Ft00F;0. E ,�` Qro Q — 1 I�T PLANTING BAGKFILL MIXTURE TYPICAL SHRUB PLANTING GB ( 46.5' 3a.1' I !" III I =1J1 AT NT5 Z `` 11 / 0y 1 B - o DO NOT EXCAVATE LOWER THAN BALL DEPTH. BALL DIA. o -I- STORY ' . ! J ' BALL DIA. X 2 AIR', `5` BOAT 54E5 &NG PLANTING 5GHEDULE ' VIED T ' !' NCRErt 5TORAGE B ;yEM' TYPICAL TREE PLANTING I HEADER NT5 TREES -JD GB' iIASPHALTND EBLE AIR +. QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT 3 51 ON BEGIN / I CONCRE 4" 3 AR ACER RUBRUM'RED SUNSET' RED SUNSET RED MAPLE 3"CAL B&B o o CURB _ * 01 3 AT ACER TRUNCATUM'NORWEGIAN SUNSET' SHANTUNG PAINTED MAPLE 4"CAL B&B o 4 GB GINKGO BILOBA GINKGO 3"CAL B&8 ``� o _� - -�`' i - GB CMF - i 9 LS LIQUIDAMBAR STYRAFACIFLUA SWEET GUM 3"CAL B&B 4 I _ � 1 o 56 TP THUJA PLICATA 'GREEN GIANT' GREEN GIANT ARBORVITAE 6' HT. $&B -- I N cv SURVEYOR'S CERTIFICATION I ID 1 n -* 16'oHD !`!.- 8"O GALV. STEEL PIPE. on�d-nova * < '1 78 16'OHD r ., _ u FILL W/GONGRETE N PSEG RECOMMENDED UTILITY LINE FRIENDLY TREE. '-` 1 v, �If. ,; ;_ 1{ / O ----- 23, a M RECEIVED SHRUBSOF a - --- o QTY SYMBOL. BOTANICAL NAME COMMON NAME SIZE ROOT �. 11 � N O - .--i O c. L - JUL 11 2023 fZp N TA - D - -UN N � � N N E Z AR ISH B O A CO T L -- P TICOSA' DW FOLD ENGL OXW OD 7 G L N E�UILDING 13 BS BUXUS SEM ERVIRENS 'SUFFRU B i w R N - - N O CRE CURB o STO Sp ------ - . ...---- O „ I, RDS Z _> Southold Town 01 N 4 RA A ACROP Y A I KO BLUE BLUE HYDRANGEA 5 GAL O 1 gOLLA �, o c o `;,i o HN HYD NGE M H LL N K CONT I ENTER (n v+ —1 -s Planning Board ? 1 SEASONAL. 1,1 rn 3 c g z a 8 HIS HIBISCUS SYRIACUS'DIANA' DIANA ROSE OF 5HARON 5GAL CONT I STORAGE -1 3 t . 9 JD JUNIPERUS DAVURICA 'EXPANSA' PARSONI JUNIPER 5 GAL CONT u' 18 OH OSMANTHUS HETERO PHYLLUS 'GOSHIKI' GOSHIKI FALSE HOLLY 4'-5' HT. CONT ' �� 10 STA►--5 N o m 2 ! HOWARD W.YOUNG,N.Y.U.S..5.NO.4- 93 �q FLOWERS ,5 - -`�"`�, : . � _ __ ___ SYMBOL TYPE SIZE ROOT CORNER GUARD PLAN PF PERENNIAL FLOWERS AS SELECTED BY THE OWNER 5 GAL CONT MAP PREPARED FOR l�TASLE 56-� GRASSES &GROUND COVER MpuN GREEE CURB / GAPPED W/GONG, SYMBOL SEED MIX SEED RATE t7 , t �'"�%'r LS /- ICON �,` ` '/`; - . . , " - GROWN TO SHED PECONIC WATERSPORTS LEM LOFT'S ECOLOGY MIXTURE 4 LBS.PER 1,000 SQUARE FEET /:` WATER /; ; // ;:" ; ;'/ -` �,.' N BUFF ' / _ _-- - at Southold, T w of Southold 0 ,.' Town IRRIGATIONAST IPF 8°m �ALv. STEEL PIPE. Suffolk County, New York AUTOMATIC UNDERGROUND SPRINKLER SYSTEMS WITH RAIN SENSORS SHALL BE PROVIDED FOR ALL PROPOSED - N PLANTINGS AND LANDSCAPED AREAS. r'U,` f`` f,;;• 6 FT FILL W/GONGRETE N ;' '; !;i / PROPOSED CE !� ;" 1 0 OCKADE FEN LANDSCAPE & ALIGNMENT PLAN IRRIGATION TO BE LIMITED BETWEEN THE HOURS OF 7pm AND 12am. ST uW OF b FT-HIGH 50 DOUBLE ROW 'GREEN GIANT County Tax Map District 1000 Section 55 Block 05 Lot 9.1 NOTES 5g1 16 C o cMF TNUJA GIANT RVI GROWN TO T AR SHED WATER a THE APPLICANT PROPOSES TO: '' (GREEN 10' O•C �,� MAP PREPARED now or formerly G PLANTED /� AUG.09,2022 ONLY USE ORGANIC FERTILIZERS WHERE THE WATER-SOLUBLE NITROGEN I5 No MORE THAN 20 %OF THE TOTAL mer�`I I obert John Bohn,Robert NITROGEN IN THE MIXTURE; or ��C R Bohn Record of Revisions ' now o r rises Co.. I Bohn&Carol Ann = top 80 qna use P, REVISION DATE USE A MAXIMUM OF i LB.OF NITROGEN PER 1,000 SQUARE FEET IN ANY ONE APPLICATION,WITH A CUMULATIVE /_ - Quad En use FL- Zon 18"� GONG. FOOTING GENERAL NOV 10 2022 APPLICATION OF NO MORE THAN 2 LBS.PER 1,000 SQUARE FEET PER YEAR; _ Zon1n9 I , III GENERAL DEC 12 2022 I GENERAL MAR 29 2023 NOT APPLY FERTILIZER PRODUCTS CONTAINING NITROGEN,PHOSPHORUS,OR POTASSIUM BETWEEN NOVEMBER 1st I GENERAL MAY 18 2023 AND APRIL 1st; PB COMMENTS JUNE 13 2023 :� PB COMMENTS DULY 03 2023 NOT USE PHOSPHORUS-CONTAINING LAWN FERTILIZER UNLESS ESTABLISHING A NEW LAWN OR SOIL TEST PB COMMENTS DULY 07 2023 a SHOWS THAT THE LAWN DOES NOT HAVE ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE BOLD NUMBERS. THE NUMBER IN THE MIDDLE IS THE PERCENTAGE OF PHOSPHORUS IN THE PRODUCT,e.g.,22-0-15. USE OF ELEVATION m PRODUCTS WITH 0.67 IN THE MIDDLE OR LOWER 15 NOT RESTRICTED. PRODUCTS WITH A NUMBER HIGHER THAN 20 0 10 20 40 60 0.67 MAY ONLY BE USED IF A NEW LAWN 15 BEING ESTABLISHED OR A SOIL TEST INDICATES IT I5 NECESSARY. Scale: 1" = 20' BOLLARD DETAILS JOB NO. 2022-0135 a NITS DWG. 2022_0135_sp2 1 OF 4 I (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS I&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. i / 400 Ostrander Avenue, Riverhead, Nevi York 11g01 SWEET AIR VENT GAP / � / N tel. 631.'127.2303 fax. 631.727.0144 MF6 BY TUF-TITS admin@youn (3' MIN FROM ANY genglneering.com DOOR OR WINDOW) 15' Hoviord N.Thomas G Wolpe t Professional Engineer 4" PVC ® 4" PVC / Land Surveyor 2.0095 MIN. RISERS GONERS 1.009b MIN. j ° ✓,• q` �;� Douglas E. Adams, Professional Engineer WITH SAFETY LIDS HEAVY DUTY AND ./ �� ' TEST HOLE DATA W E, �� E Robert G. Tast Architect 2 STORY ? MFG BY TUF-TITS OR LOCKING CAST IRON PRECAST �,�� 5 BUILDING APPROVED EQUAL COVER TO GRADE OR DOME B / `F o 40.0 7 FFEL=4O.50 00 / - ` 4040 40. w,,y h �y Robert 5tromskl, Architect 40.07 McDONALD GEOSCIENCE i �' RIM=40.25 RIM=3q.50 / / ;'. •' 40.1 05 40. A 40.OQ 11/15/22 40 40.1 J4 �P MIXED 0.0' 40.4 o��P LAM HEALTH DEPARTMENT USE AIRLINE--� // ' N a V+P P�,O��G 40t3 �� 0� �� BROWN 1.0 S If - 9 IE=36Sb /d ^ > 12 -ems r GJ yS �.11P SILT HOLEVENT IE=36.11 IE=36.00 / " � S��G SP�O�P� "° 40.26 �,, ✓�' �I CQP `'�O (ML) 2.0' ..�� ` ` \r 39.96�,, 9 / YELLOWISH CONNECT 3" PVC VENT LINE IE=36.28 /py ,"'"` (Q AO do,�'j 1 CIO BROWN TO VENT HOLE IN OIWST �. T _ 19.`99 SEE DETAIL FOR �O QE1 ' .1�0 ,, `b / SAND PROVIDE CLEA N OUT AT OWT5 COMPONENTS /.,.°f `- � P�eg��d �'� i ,7/f 40.95 (SP) FAGS OF BUILDING �,/ Ile;" Q GJ�? acP 4 4 40 40.70 PALE BROWN 14.0' 0` r. �o� 40.51 FINE TO ��" r • �;' . ;,` // �• COARSE CAST IRON FRAME COVER AIR LINE TO BLOWER - \ : , 4013 /, cy 38.80 SAND 3 - 39.8' i / T (SW) 0000 GAMPBELL FOUNDRY, PAT. NO. a 39.g5 / o ASPHAL 17.0' 800 3407 OR APPROVED EQUAL. 500 GAL. I/A OWTS ' E1 ,.39�5 ,-,' 40.2 / �e2 iri VI:W: J No WATER MDL. GEN-5 MF6. BY FUJIGLEAN USA \ ,.-` " (ale P / . LLB NTABLE - 8 0 U �/ M� CURS ENCOUNTERED Y / NG�PgJO 3,LG�j/ 40.15o i'::€'L `CONCRE - BOT=28.00 ,2 / 39• :_L. I p p �' �g,g� 9 MOUNTABLE G FTELD#1 p�o 4000 P51 PREGA5T CONCRETE _: iE CNTN BEEP oo BOX AS MFG. BY SUFFOLK 10, f .r''��f t -1- C.. CORgRE US P�pL510' DIA X7, OS8 PROP05EDtt #1.1 39 5� -I-I-L I. C 40.50 (3� CEMENT OR APPROVED EQUAL. SANITARY LEACHING POOL 39_ s m LECTRIC t CB9.50 39 1 ` A0,25 1 HYDRAUL 10 PROF I LE 338 SFSWA /� 3s.as SERVICE t GRA E 70 DRAINAGE PIPE 39 40 9.46 VERS t t "" _ ;ti RASS PAVERS :. 8 4' 8, 55PA r .G RUN LLL GRA RUN 40.1b OVER' �(j ` .( ,r o 4000 P51 PRECAST CONCRETE •< .8 40.53 i_L.t OVER f,.:.-� " 39.90`- r".#' /' c TRAFFIC BEARING TOP SLAB SANITARY DESIGN CRITERIA & CALCULATIONS 3959 ` LI °- 3 BY SUFFOLK CEMENT NOTES 39.3 40.?-8 t7LL ( II A5 MFG. K LI _L `-LLL I-L1"i �TBUTAR`1 .. >.� _ OR APPROVED EQUAL. I. THE OWTS SHALL BE MODEL GEN-5 MANUFACTURED BY p 40 44 � �-LL "' a=�-gOUNDARy ° j O dJ SEWAGE DESIGN CRITERIA FUJIGLEAN USA. 3s.83 4000 40.19 � M �; q:,pp N g 26 a - DRAINAGE DESIGN CRITERIA CALCULATIONS GROUNDWATER MANAGEMENT ZONE =III(300 GPD/AC) 40 02 1 4p-70 OOF 2 <+ J n s .. �'"O tJ1 0 0 a d qr WATER SUPPLY =PUBLIC 2. THE DESIGN ENGINEER, FUJIGLEAN USA REPRESENTATIVE, IQE P 39 ALT r FE 40 2 b R - p ALLOWABLE DENSITY=0.8522 AC@ 300 GPD/AC=257 GPD = 300 GPD MIN. AND 5GDH5 REPRE5ENTATIVE5 SHALL OBSERVE THE / ��p1 RPM ,F} UNTABLE m P A `� 0 0 DRAIN 40.90 G y 4000 P51 PRECAST CONCRETE V=A R C INSTALLATION OF THE OWTS AND LEACHING SYSTEM. �GJ�tO 'O� MO CRETE 5' SED 40.5 40 40 m v, _,. 3 BOX AS MFG. BY 5UFFOLK A= AREA OF TRIBUTARY(S.F.) CON PROPO 40,00 40.90 w (o CEMENT OR APPROVED EQUAL. R=RAINFALL(FT.) APPROVAL FROM ALL THREE PRIOR TO BAGKFILL. R 1N "S N DENSITY CALCULATION WATE TARP 40.90 W v� - METER 38 82+ CURB 0 m A 5ANT�M 40 40 C � lu C=COEFFICIENT OF RUNOFF 40.2 51 5 m oHo--'� 40.65 RETAIL: 2,651 SF @ 0.03 GPD/SF = 80 GPD 3. THE SYSTEM START UP WILL BE COMPLETED UNDER THE 70 -- 16' p Q DRAINAGE PIPE STORAGE:7,000 SF @ 0.04 GPD/SF = 280 GPD DIRECT SUPERVISION OF A FUJIGLEAN USA 39• 1g'oF+o 40. 8.18 W REPRESENTATIVE. 39.75 o H NOTE TOTAL DENSITY = 360 GPD 39.50 o n HIGHEST EXPECTED GROUND WATER EL=7.0. 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT 0.30 4115 p , " 4000 P51 PRECAST CONCRETE DESIGN CALCULATION BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY D 40. p30+ 39 END ALL CONNECTING DRAINAGE PIPES ARE 15"DIAMETER HDPE. 5 BOTTOM SLAB W/ SUMP A5 OWNER MUST BE SUBMITTED TO THE SUFFOLK COUNTY PROPOSE R \ OWES m 40•i0 o ONCRETE q0.b (V W ATE y C MF6. BY SUFFOLK CEMENT OR RETAIL: 2,651 SF @ 0.03 GPD/SF = 80 GPD DEPARTMENT OF HCALTH 5ERVIGE5 (5GDH5) PRIOR TO RVTCE r p`J •. R CURS BEGIN APPROVED EQUAL. STORAGE:7,000 SF @ 0.04 GPD/SF = 280 GPD APPROVAL OF THE I/A OWT5 RE615TRATION BY THE *J.=� Y35i1 MOUNTABLE 5GDH5 IN ACCORDANCE WITH ARTICLE Iq OF THE SUFFOLK 2.1 F 0V1 Rv,°°", ..;'.. NC?, CURB TRIBUTARY AREA#1=9,903 SF CB# m :t�'_;`12Q0 CON TOTAL DENSITY = 360 GPD COUNTY SANITARY CODE. ATE_3930 :. - " �2'� REQUIRED VOLUME GR TE^35•30 38.1 8" 4' 8" ASPHALT/CONC.: 5,373 S.F.x 2/12 x 1.0 =896 C.F. SYSTEM DESIGN 5. ARCHITECT TO VERIFY FINISHED FLOOR ELEVATION(5). \w� VENT t � 1 ROOF: 2,649 S.F.x 2/12 x 1.0 =442 C.F. REQUIRED OWTS CAPACITY =360 GPD Z 4, 2 wE BLOWER NOTE: LAWN: 1,881 S.F.x 2/12 x 0.10 = 31 C.F. O ;, - I __ I.WALL REINFORCEMENT HILL NOT BE REQUIRED TO A DEPTH OF 9'-O". TOTAL REQUIRED = 1,369 C.F. PROVIDED OWWTS CAPACITY = 500 GPD 1� ({20L r --38--____ .;I CAN 1 1 +37.94 � -� 2.DEPTHS GREATER THAN q'-O"SHALL HAVE WIRE FABRIC CONCRETE LEACHING RE UIRED=360 GPD/1.5 GPD/SF = 240 SFSWA (c) r 1` PANEL o PROVIDED VOLUME Q _ � � 1 � REINFORCEMENT 9"xl2",I AND 2 MIN.VERTICAL WIRES-12"O.G.,I/2' MIN,COVER. NOTE: ALL CONDUITS BETWEEN PANEL AND LEACHING PROVIDED=10' DIA.x 8' DEEP POOL =338 SFSWA w �;�. OF +3a.4s -�•ORy� - USE:LEACHING FIELD#1 TREGASALEAKAGE�INTO PANEL. SEALED TO PREVENT 1' 6"DRAIN p Pip 2 SS & i I (3)POOLS 10' DIA.x 7' DEEP =1,437 C.F. sEb ° BOAT SALE I G +3 7 CATCH BA51N 2 x 4 FLUSH GRATE TRIBUTARY AREA#2=5,4515E FOR WIFI COMMUNICATION DEVICE; f/ 38.75 0 �BVII-� NT5 USE ALARM/CONTROL PANEL MDL#1045040 I' CONCRE o cJTORA �`�� CAE REQUIRED VOLUME CONTROLLER "G" MF6 BY SJE RHOMBUS EACHTNG FT:I b�EP �// D R ,� "` pUNDAR ROOF: 1,397 S.F.x 2/12 x 1.0 = 233 C.F. .,. METER ALARM/CONTROL U5E' 10 DTA'x 6 � ASPNA 'T FEEL=40.50 B ASPHALT/CONC.: 2,830 S.F.x 2/12 x 1.0 =472 C.F. LAWN: 1,224 S.F.x 2/12 x 0.10 = 20 C.F. (2�POOLS � � TOTAL REQUIRED =725 C.F. INCOMING SERVICE PANEL MDL#1041q?2 EgLENb gEGTN J Q STON GONTROLLERR "A" 40-15 MF6 BY 5JE RHOMBUS s � 3990 39.95 4090 CONCRETE �i C PROVIDED VOLUME DEDICATED O o 39.9 39•70 4040 CURB EXIS�N12 G ' U5E:LEACHING FIELD#2 15 AMP BREAKER O CONTROL PANEL MOUNTED No Q o 40.00 S NOR`/BUTLDIN _ _ - - N 4"x4" PRESSURE �. ti s 39.75 .To BE REMOVED _ _ (2)POOLS 10' DIA.x b' DEEP = 821 C.F. TREATED WOOD POSTS � o ,,.___.----~"� � 7. 0 CMF TRIBUTARY AREA#3=10,177 SF 120V AC, 10, &OHZ, 15 AMP POWER SUPPLY z� -s �� __ 37.92 / - REQUIRED VOLUME N F. f � _ _ -� _-L-- +39.37 II ROOF: 3,193 S.F.x 2/12 x 1.0 = 532 C.F. MAIN #1:2-2 AW6 WITH 6ND IN I" PVC, CONDUIT ! O z - `� ��37-99 p\ 1 ___-- 39.3 -- --_-_ ----_ ---- SERVICE FFL INSULATED -+"� �" iS7.90 1' 16'oND I DRAINAGE S $ --__ 1 78. 1 ASPHALT/CONC.:447 S.F.x 2/12 x 1.0 =75 C.F. STONEBLEND: 6,493 S.F.x 2/12 x 0.60 =649 C.F. PANEL ELEG. CONDUIT z ? AIR WEATHER -< -� 11 16'oHD ,<; 4p 9, .A` I 11 a PIPE LAWN:44 S.F.x 2/12 x 0.10 OWTS WIRING PER MFG. o BLOWER 515TANT OA0 ,+ 0 1 = 1 C.F. Cl) BLOWER I 40AO 1 ENCLOSURE I 1 ti TOTAL REQUIRED = 1,257 C.F. HARDWIRE 39.63 ;, 39. 1 /� I G FTELD#3 �t 1 CA57 IRON FRAME COVER FIN. GRADE 39• �Ep }ITN DEEP �0Z o G GAMPBELL FOUNDRY, PAT. NO. N p o PROVIDED VOLUME TABLE USE:i oL510' DTA•X 5 Q Q I 11 A S. 5 o IODIC OR APPROVED EQUAL USE:LEACHING FIELD#3 ELECTRIC SUPPLY O CONS ETE CURB RDS (�y¢0 II 5-TONEgLEND � ", -- > 37.06 ON INSPECTION POOL ONLY. (4)POOLS 10' DIA.x 5' DEEP = 1,368 C.F. _ TO BLOWER O gOLl 6, 1 - _ - o GROUND SJE. RHOMBUS MAGIOOR FUJIGLEAN TO FUJIGLEAN ^✓- g5 �A�o j FFL69__ H t0 3 PRECAST CONCRETE CONTROL AIR BLOWER AERATOR OWT5 SPLICE BOX 39.30 �d2 \1 3s 20 -+- - ,° Ac T p itO„ �s TRAFFIC BEARING SLAB A5 PANEL AIR LINE TO 39.70 ; 37 �_ I O MF6. BY SUFFOLK CEMENT LECTRICAL SUPPLY FUJIGLEAN OW75 3945 39• �'t ° � y m ri Z OR APPROVED EQUAL. +37.46 t/ ELECTRICAL ONEgo DIAGRAM CONTROL PANEL BLOWER :"- 3 SCALE: NT5 �=38�,07 �n N l• G ATE �`` '` A SURVEYOR'S CERTIFICATION -1/2' VENTILATION PIPE +37.64 NSCUM BAFFLE CHAMBER Volume(gal) o B Q Sedimentation Chamber 277 39. 2 ; ._-= �� ABLE 3807 RECEIVED Q Anaerobic Filtration Chamber 278 38; �:.-" `" MOUNT TE CURB 2'-10 -7 -o �- CONCRE GROUT AROUND Q Aerobic Contact Filtration Chamber 127 ENTIRE PIPE- P�E �F Np 5 ECIRCULATION G) Storage Chamber 63 �- _ _ �I ® AIR LIFT PUMP © Disinfection Chamber 4 BUFFER - - Q D JUL 11 ?_Q23 C51 D y/ o ISINFECTIDN ,1 ' -- Q FJ O �s`" ) - © CYLINDER (OPTIONAL) Total Volume 749 -RAN IF 1u PRECAST CONCRETE Southold Town Z 0 35.75 ►" =� 4' INLET PI IN RINSS AS MF6. OUTLET PIPE SPECIFICATIONS T. BYASUFFOLK CEMENT Planning Board C) �Y 4.�<-�,� - ED 6 F Q • - ' A� 4 A Anaerobic Media PP/PE Filling Rate 32% 150 00 PR0p0 ADE FENCE �® OR APPROVED EQUAL. 4'-0 L © ` Board Type Aerobic Media PVC/PP/PE Filling Rate 16% STOCK Q❑❑ ,l � N� gs AO f Aerobic Media PP/PE Filling Rate 57% o ,50°W ®❑® a-t'yY Q 8 9 3 Blower 2.8 efm sgl 16 HOWARD W.YOUNG,N.Y. . .S.N0.4 93 �` ND S '-EFFLUENT Tank FRP © AIR LIFT PUMP INLET BAFFL -� Q3 Of Piping PVC/PP/PE - ' 36.6810' T Access Covers Plastic/Cast Iron -- or{OrMer`y Disinfectant(Optional) Chlorine Tablets -/ now Bohn,Robert G. n RECIRCULATION PIPE LOW BAFFLE _J /2' AIR INTAKE �' {ormer�ll LAC 1 Robert John Bohn 6W EL MAP PREPARED FOR FLOW OPENING (TYP , (CLEANING OPENING) B noW or ee CO•' ' Bohn&Corol Ann 0 PLAN VIEW Quad Ean n9 useR-80 ' 7on'n9 use R- LEACHINCG POOL 4' MANHOLE z 1 NT5 PECONIC WATERSPORTS 18' MANHOLE (TYP} 18' MANHOLE (TYP 24' MANHOLE (TYP CYLINDER T(OPTIONAL> \ 1 at Southold, Town of Southold o_12 LOW OPENING I Suffolk County, New York i N i�. 1'-2' OARD TYPE 1 FIN. GRADE ' i GRADING & DRAINAGE & UTILITY PLAN F F7tl CONTACT MEDIA 1-1/2" WEARING COURSE PAVEMENT o _ _ 2'I N I"R SURFACE 2-I/2" BINDER COURSE FIN. GRADE Court Tax Ma District 1000 Section © 2" STONE BLEND County P 55 slack 05 Lot 9.1 CONCRETE HEADER © - 24" SURFACE MAP PREPARED AUG.09,2022 S'-S' ASSEMBLY LATION Q ASSEMBLY 4'-4�' 4_3�• 4'-2�' - `' - � � � t Record of Revisions ' op a REVISION NOV.10 P022 ATE ASPHALT STONESLEND GENERAL O PAVEMENT =D > PAVEMENT c0 MOUNTABLE CONCRETE GENERAL DEC.12 2022 MAR.29 2023 o e• CV CURB 4000 PSI EXPANSION MAY IS 2023 EROBIC MEDIA ' _ - 6 x 6 WIRE MESH e- � � JOINTS 20' O.G. GENERAL REINFORCEMENT o k ` PB COMMENTS JUNE 13 2023 n CONCRETE CURB 4000 PSI PR COMMENTS JULY 03 2023 ERATION ASSEMBLY b" RECYCLED CONCRETE EXPANSION JOINTS 20' O.G. PB COMMENTS JULY 07 2023 6" REGYGLED CONCRETE b"STABILIZED :., BASE COURSE A/ W SECTION A-A VIEW SECTION B-B VIEW BASE COURSE SOIL BASE 6" STABILIZED SOIL BASEin 6 STABILIZED SOIL BASE 0 20 0 10 20 40 60 a I/A OWTS MDL. GEN-5 MFG. BY FUJIGLEAN USA ASPHALT PAVEMENT SECTION CONCRETE HEADER STONE BLEND PAVEMENT SECTION CONCRETE CURB MOUNTABLE CONCRETE CURB Scale: P = 20' NT5 NT5 NT5 NT5 JOB N0.2022-0135 DWG.2022_0135 sp2 2 OF 4 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINTS OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)6 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York IIQOI LIGHTING FIXTURE SCHEDULE SURFACE WI-H , tel. 651.727.2505 fax. 651.727.0144 TOPSOIL t 5EED OR SOD �..._........_.....�...,.._._.,�__...__.........................._._......_ ..�..._.. admin®youngengineering.com SYMBOL DESCRIPTION FILL 6RID STRUCTURE ' " WITH SHARP Y Y 1 /7T 1' Yi y 28 WATT LED VALUE SERIES SQUARE CONCRETE SAND �, 4 MFG. BY NLS LIGHTING / ,.M. ... w .. .... ._.w Howard W. Young, Land Surveyor CAT.NO. (VSS-S)-T4-16L-53-27K7-UNV-WM-WHT-AHS ' 13« Thomas C. Wolpert, Professional Engineer 28 WATTLED VALUE SERIES SQUARE . Douglas E. Adams, Professional Engineer MFG.BY NLS LIGHTING CAT.NO, TYPE HGT. LUMENS L.L.F. C.C.T. QTY. Robert StromskI, Architect --a (VSS-S)-T4-16L-53-27K7-UNV-WM-BLK-AHS-PC rs Robert G. Tast, Architect WALL 15' 2,016 1.0 2700 K 6 / NOTES GRA55 PAVE UNITS 4.4 2� 19,5' MFG EY 6RASSPAVE2 OR APPROVED EQUAL LIGHTING TO BE MANAGED AND CONTROLLED BY CLOCK& 6" STABILIZED SOIL SASE 1 H PHOTOCELL,TO COINCIDE WITH THE FOLLOWING HOURS o OF OPERATIONS AND COMPLY WITH THE TOWN OF GRASS PA\(ER5 SGTION N SOUTHOLD CODE SECTIONS 172 OUTDOOR LIGHTING CA NTS HOURS OF OPERATION • " - IN-SEASON 8am-8pm .- Installation of Grasspave2 Units PATH OF LEFT, -• � ^� 4-�. � PATH OF FRONT LO OFF-SEASON 9am-5pm "`' .°`• ; A.Install the Grasspave2 units by placing units with rings facing up, rlr�()NT WfirrL i OVERHANG and using pegs and holes provided to maintain proper spacing and TOTAL LUMENS OF ALL FIXTURES=14,896 ° interlock the units.Units can be easily shaped with pruning shears or knife.Units placed on curves and slopes shall be anchored to the base course,using 16d Common nails with fender washer,as required ' v FOOTCANDLE STATISTICS to secure units in place.Tops of rings shall be between 6 mm to 13 mm(0.25"to 0.5")below the surface of adjacent hard-surface o FIN.GR. MIN. MAX. AVG. pavements. B.Install sand in rings as they are laid in sections by backdumpmg fvllN�3 "r�..Il'�N1N'G WALL LIGHT 0.00 2.25 0.31 directly from a dump truck,or from buckets mounted on tractors, 1--•.- - - y NTS which then exit the site by driving over rings already filled with ADIVS=4'5' 1 I sand.The sand is then spread laterally from the pile using flat bottomed shovels and/or wide"asphalt rakes"to fill the rings.A - � .,.e #�+*y w stiff bristled broom should be used for final"finishing"of the sand. x ar�1 t E t.f The sand must be"compacted"by using water from hose,irrigation a Ai�l.If��l� FF'�llV�` ANGLE heads,or rainfall,with the finish grade no less than the top of rings ° 1 and no more than 6 mm 0.25 above to of rings. '� ( ) P 9 PAT14 OF R'GHT -�/ � IS 28,4" Installation of Grass o ASSUFAED TRACTORITRAILER' (Choose one paragraph below to meet grass installation method t .ANGLE IS 68,5 V desired.) 1 +► CTR-CENTERLPI TURNING A.Install thin sod directly over sand filled rings,filled no higher s t than the top of the rings.Sod strips should be placed with very tight P ATNIJS AT FRONT AXLE joints.Sodded areas must be fertilized and kept moist during root 1 establishment(minimum of 3 weeks).Sodded areas must be { protected from a traffic,other than emergency vehicles,for a P any 9 cY � period of 3 to 4 weeks,or until the root system has penetrated and 1 + + + + established well below the Grasspave2 units. 0 00 0100 0'00 0 00 O100 01 O B.Install grass seed at rates per grass type.A light"dusting"of N a `. U � � commercial topsoil mix,not to exceed 1/2 (25 mm)can be placed � above the rings and seed mix to aid germination rates.Seeded areas + + +n + + + must be fertilized and kept moist during development of the turf 1 0 0,00 0.00 0'00 0,00 0,0 0,00 .00 plants. T Protection � +,> + + + + + + + + + + a O� U 00 (Choose one paragraph below to match gross installation method.) t 1 0,0 0,00 0,00 0,00 0,00 0 00 0,00 0,00 0, 1 00 0,00 A.Seeded areas must be protected from any traffic,other than '"� emergency vehicles,fora period of 4 to 6 weeks,or until the gross 1 Ile a OOU 000 00 000 001 001 001 001 00 01 00� 00� 00� 0 000 is mature toea m traeic. � B.Sodded areas must be protected from any traffic,other than emergency vehicles,for a period of 3 to 4 weeks,or until the root system has penetrated below the Grasspave2 units. 0,00 0,00 0, 0 0,01 0,01 0,01 0,02 0.04 �0.06 0,08 0,12 0�1 0,10 0A 0.01 INTERSTATE SEMI-TRAILER DESIGN VEHICLE S SCOURCE:NEW JERSEY TURNPIKE AUTHORITY '00 0,00 0,�1 0, 0,05 07 M 0,17 0,24 0,27 0,31 0,31 0,3 0,18 06 0,01 0.00 0,0 0,00 0,01 0 ...018 0,45 0,57 0,66 0,65 0.68 0,60 0,49 0,35 0, 5 0,01 / 0,00 0,00 01 0,01 0,02 0,12 0,33 0,50 1,07 1,50 1,06 1.23 1,14 0, .0,35 0.0 0,01 + + + + + + + + + + + + 0,00 0,01 0,01 0,01 0,03 0,12 0,32 0 1,41 1,93 2 03 35 N / + + + + + + + + / 0,01 02 0,04 05 0,04 0,1 0, 0 40 2 0,01 0, 3 0,12 0, 0,31 0,39 0, -- ---1 1,39 A� ROOF O W + + + + + + •' �'.b / 0,01 0.0 0,14 0,4 0,58 0,89 67 r / + + + + + + 0,01 0,0 0,16 0,36 0,72 1,24 ' S + + + + + + 5TORv 001 001 013 0,40 081 154 PROPOSED 2 & / BOAT SAVES G + + + + + OR p,GE gUI1-DIN 0,01 0,14 0,41 ,72 1,21 1, ST SURVEYOR'S CERTIFICATION ' �-ER s + + + + N 0,02 12 0,44 0 1.3 _ RECEIVED N + + + + + �` F OF PEE N , 0,01 013 034 076 099 1,5 / N JUL 11 2023 5p,RD t7, + + + + Southold Town r Z. N M IL_ •'+. fir.-., ' RA$S L Planning Board 0,01 0, 6 0,32 0,63 1,03 1162 / AVERSLL K OVER-RUN _Lt_ 1; �' g8'-y J ;f 0.01 010 0121 0,52 1,00 1,74 .59 0,23 0,02 0,01 + - �L i1 -�- `�Of S 93 � + + + + + t + + + + + + + + + + _LLL i kh�. HOWARD W.YOUNG,N.Y. L .N0.45113 1VD 0,01 ,15 0, A 1,56 1 2 1,33 1,64 1,50 1,80 1,68 1,74 1,14 068 0,28 0,04 0,01 ASS PAVERS OVER-RUN + + + + + + + + + + + + + + + + -� MAP PREPARED FOR 0,02 0, 2 .55 1,43 1,67 1,40 1,39 1,35 1,39 1,20 1,03 0,73 0, 5 0.37 0.09 01 _ , + + + + + + + + + + + + + + + -LSE L__ i t PECONIC WATERSPORTS 0,01 42 0,62 0,89 0,81 0,82 0,95 0,72 0 0 OM 6,39 .32 0,17 0,11 02 /'' ` - Llw L_ , � - ��. E � �D C�P��P at Southold, Town of Southold + + + + + + + + + + + + + / - - /vSyQ�,P'� Suffolk County, New York M 0,01 04 1 0,18 28 0,35 0,38 0,41 0A 0,3 0, 0, 5 0, 6 ,12 0,08 0,04 0, 1 LIGHTING & CIRCULATION PLAN N + + + + + + + + + + + + + -off 0,01 0, 2 0,02 0 09 013 �14 15 0,14 0,12 04 0,02 0,02 0,01 0,01 0,0 County Tax Map District 1000 Section 55 Block 05 Lot 9.1 + + + + + + + + + + + + + a 0,0 0,01 0,03 0, 0,03 0,02 0,01 0,02 0,01 0,01 0,01 0,01 0,01 0,00 0,00 0,00 / � e � MAP PREPARED MAY 18,2023 / 9- + + + + + + + + + + + + + + + ,- 4qot Record of Revisions Q is o0°4 0,00 0,01 0,01 0,01 0,01 0,01 0,01 0,01 0,01 0,00 0,00 0,00 0,00 ,/ ,Q ,_w.. _ -.-�.X.,,•- REVISION DATE + + + + + + + + + + + + + + / PB COMMENTS DUNE 13.2023 �,: �k;"- :. ' �% PB COMMENTS JULY 03 2023 0,00 0,00 0,00 0,00 0,00 0,00 00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 PB COMMENTS JULY07,2023 ° 1 /a+ + 0,00 0,00 0,00 0.00 0,00 0,00 0,00 0,00 0 00 LIGHTING PLAN SEMI-TRAILER CIRCULATION PLAN 20 0 10 20 40 60 a SCALE:P=20' SCALE: P=20' Scale: As Shown JOB NO. 2022-0135 DWG. 2022_0135_sp2 3 OF 4 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York II4101 tel. 631.'T27.2303 fax. 651.'72'7.0144 SPECIAL NOTES FOR PG BINDER AND MIX DESIGN LEVEL CONSTRUCTION NOTES admen®youngengineering.com REQUIREMENTS OF THIS NOTE APPLY TO ALL SECTION 402 AND SECTION 404 ASPHALT ALL BROKEN CURB AND ALL CRACKED,BROKEN,OR NON-COMPLIANT (HMA AND WMA) ITEMS IN THI5 CONTRACT GOLD MILL EXI5TIN6 PAVEMENT(ITEM 490.30) SIDEWALKS ALONG THE PROPERTY FRONTAGE SHALL BE REPLACED PG BINDER 4 SEAL JOINT(ITEM 635.15) I IN ACCORDANCE WITH NYSDOT STANDARDS&SPECIFICATIONS. J USE A PG 64H-22 (HI(5H) MEETING THE REQUIREMENTS OF AA5HTO M 532, STANDARD EXISTING NEW I SAwTIN EXISTING PAVEMENT ITEM ENTIRE L AT THE I / � PAVEMENT PAVEMENT I EXISTING TRAVEL LANE LINE FOR ENTIRE LENGTH OF Howard W. Young, Land Surveyor SPECIFICATION FOR PERFORMANCE GRADED ASPHALT BINDER U51NG MULTIPLE 5TRE55 PROP05ED CURB CONSTRUCTION,AND REWN5TRUCT I / Thomas C. Wolpert, Professional Engineer CREEP RECOVERY (M50R), FOR THE PRODUCTION OF HOT MIX ASPHALT MIXTURES FOR TH15 i SHOULDER A5 5HOWN ON PLANS. N Douglas E. Adams, Professional Engineer PROJECT. TERMINAL BLEND CRUMB RUBBER MODIFIER MAY BE USED FOR THIS PG BINDER. PROPSED MILLING OP TOP NIZA SHOULDER MOUNTABLE CONCRETE Robert C. Tost, Architect WHEN TERMONAL BLEND GRM PG BINDER 15 USED, THE FOLLOWING SHALL APPLY: ASPHALT SHOULD EXTEND 12"MIN. I 4'MIN. CURB TYPE M-100 IQ �o ° Robert Stromski, Architect IIX r" 1'-0"OVER CRUMB RUBBER PARTICLES SHALL BE FINER THAN 550 SIEVE SIZE. EXI5TIN6 I CONTINUE EXISTING DYED STAMPGRETE Q �• i ®-°" '" i THE GRM PG BINDER SHALL BE 5TORA6E-57ABLE AND HOMOGENEOU5. ASPHALT SLOPE 1/4"/FT. r EXISTING � �--- � ' � � THE DYNAMIC, SHEAR RHEOMETER (DSR) SHALL BE SET AT 2-mm GAP. PAVEMENT 91-OPE 1/4' -3/4"/FT. '' '"r / THE GRM PG BINDER SHALL BE gg.6 FREE OF PARTICLES RETAINED ON THE 600 um SIEVE I � t •.�` ,. ' AS TESTED IN ACCORDANCE WITH SECTION 5.4 OF M 332. ``�) USE OF POLY-PI05PHORIC ACID (PPA) TO MODIFY THE PG BINDER PROPERTIES IS PROHIBITED FOR MIXTURES CONTAINING LIMESTONE, LIMESTONE AS AN AGGREGATE BLEND EXISTING COMPONENT, LIMESTONE AS A CONSTITUENT IN CRUSHED GRAVEL AGGREGATE, OR BASE I RECYCLED ASPHALT PAVEMENT (RAP) THAT INCLUDES ANY LIMESTONE. THIS PROHIBITION 4 -+' EXISTIN6 CONCRETE OFFSET p'• r T SNOW STORAGE AREA SIDEKALiG AREA / ALSO APPLIES TO THE USE OF PPA ASA R, CROSS-LINKING AGENT FOP, POLYMER ' r ,4}. R5-1 0 4pp�,0 40.07 � z i / `` L 44. MODIFICATION. C10TE. �- � ` Y S � �' FJ� 30"x3fl°.•�`'°, F 40 .10 �� 2 TOP COURSE - ITEM 402.Og8103 pF a 4o.og MIX DESIGN I. E5AL = 'TA MILLION. ��P J�� DO NOT 4A 40. 0 THE MIXTURE DESIGNS MUST BE DEVELOPED IN ACCORDANCE WITH THE GRIERIA SPECIFIED 2. DEPTH TO BE INCREASED 2-1/2" BINDER COURSE - ITEM 402.IcI5g03 �' P QP 40.1 4o41GJQ GAP 0' IN THE HMA ITEMS THAT ARE APPROPRIATE FOR AN ESTIMATED TRAFFIC, LEVEL OF < 50 BY REGIONAL PERMIT ENG. TO b" BASE COURSE (IN TWO 3" LAYERS) - ITEM 402.3?Sg03 �/ ~�.Ptia p� :` ENTER MILLION ESAL'S. 8" (3 LIFTS) IN AREAS WITH C�0 �P PLC HIGH TRUCK TRAFFIC Lb" SUBBASE - ITEM 304.1011ggil -tlP v� P�Oti�� ASPHALT PAVEMENT CONSTRUCTION g TACK GOAT REQUIRED BETWEEN ALL ASPHALT LIFTS - ITEM 407.0102 /� /� SP�p � 4026 39.96 I. ASPHALT PAVEMENT WIDENING WILL ONLY BE PERMITTED ADJACENT TO EXISTING FULL a �V GO DEPTH ASPHALT PAVEMENT. WHERE THE EXISTING PAVEMENT 15 CONCRETE, CONCRETE 6 �1 �^ SECTION .... .- C'1e Q R1-1 WIDENING MUST BE USED. WHERE THE EXISTING PAVEMENT IS COMPOSITE, A COMPOSITE s+ �� Lp I �� / '4 .95 j 30"x30" WIDENING MUST BE CONSTRUCTED. CURB 51DEINA�LK 4 ASPHALT PAVEMENT CONSTRUCTION i� ��' �� ..N� :�'' f��`�'G�a� a�P�` 4 � 40.76 4 70 2. WHERE THE EXISTING PAVEMENT GRO55-SLOPE 15 DIFFERENT FROM I/4" PER FOOT, THE /.,.• POF ��c�` 0 et j/ 4051 1 STOP PROPOSED PAVEMENT SLOPE SHALL MATCH THE EXISTING PROVIDED THE SLOPE WILL BE (WITHIN COUNTY RIGHT OF WAY) �' P�QC`I`PP 40:13 i oyvl // ' 38.80 3/16717T. MINIMUM AND 5/8"/FT. MAXIMUM. WHERE A SLOPE WITHIN THIS RANGE CANNOT BE NT5 ��'" O� ,'°3s.a) i. 4 ' PNA T , OBTAINED, RESURFACING OF THE EXISTING ROADWAY TO CORRECT ITS CRO55-5LOPE MAY / . y 39.95 i L-L ,I t`AS BE REQUIRED BY THE: REGIONAL PERMIT ENGINEER. R5-1 Q�� 39.65 ,.. 40.20 " " (`I Q _L.L.I TABLE '` 3 30 x30 �.T1 �P� p1 '_LL_I I '` f MOUN CURB _LL0 NOT NGVR% J �232��/ OBE 39.9) L�Lt I Ot1NTA t CONCRE� ENTER / + •C p i-.L.L.- M 3s.ss Nt�° -isL L coNCRE 1 ' N RE 9.,MAX. RED ti��GE SED 39 75 i �L` €r r" CURB 40 50 7"MIN. GOB J�o�1PN PROPO IC 3950. .LLM"s._ _ 40.25 2" 39.70 N�� SERVICE • .. � 1.- .. pA �-5 -� d 3940 t' 5PAVERS 'Po z + :z G L L L GRAS RUN 40.15 4V �..,1 0 RUN 0 )' � Z / iv .Zl •'NF W 8 53 L. .a OVER' 90 Y r''' o W �I f _ - N I 39.59 8 i 39 2 _ _ W . . 6" Y I 39.3 ♦ �� 4 -L Q U ♦ m� L_L _LL.LLL.LLLL ♦ f/ tiz, ! D- ¢a = Q �' 40 44 L L.L.�..L.L._L. ♦ (,J 0 o I • 3s.s3 40.25 cP � 19 :.m L I.. . _I. ,� r{ aD 40 00 \ � � \ 40. 40.70 <� o Q \\ � /\ /� \ f� P`cl ALFo �o to o C0 r � ` V- �-o MOUNTA E m P 40.50 40.90 - G -s �`/ \ `\\\// � /' G wA R CONCRE W PROPOSED 40 ) 40.90 4040 ni 0 _r 3 CURB SANITARY 4040 40.90 W W METER 38.82+ 0 SEM - .. : C •-G 40.2 5`/5 16'OHD 1 40.65 39.70 •: .. . o`- CAST-IN-PLACE CONCRETE CURB 3975 18'DHD 4 fl 36.,8 0 TYPE M-100 39 50 m n T n \ 0.30 g1.15 (MOUNTABLE CURB WITHOUT CURB ANCHOR) OPOSED \ TS O 40.3 p 30+ 3s .0 END 40,65 NT5 pR WA1ER OW m 40. 0 _- �? CONCRETE CURB (TYPJ SCE ' rp n `:;,.r. CURB BEGIN GRADE BREAK TO BACK OF CURB 5ER UNTABLE LESS THAN s'-o" ONCRETE CU 24" MIN. 4 M RB m a+ CO a, , ,.,a::.;:,r:,.;r,,; VENT 38.1` C :'s'laa l: p ANE I o -DROP CURB t` P+38.48 OSEp Z STORM GRADE BREAK AT BOTTOM OF RAMP ONE CORNER OF DETECTABLE + - } TRUNCATED DOME DIMENSIONS '° BOAT SALES & )G WARNING SURFACE LOCATED y PR AT BACK OF CURB DIM. MIN.oN) MAX. ON) ixt N '�' DETECTABLE WARNING I __ +38.75 0 A B A 1.6" z.a" a A gUILDI +37 SURFACE PLACEMENT OPTION 2 --" -- 1 " 11 CONCRE� o ST B 0.65 1S" /� MAX. ORAL / \ +-- -- + i C 50X - 657, OF 0 DIM ��•�.. DEADER v \� D 0.9" 1.4" _ ;;<` _.... ASPN -4 FEEL-40.50 \\\ STONE BLEND GIN \) N SEE SHEET 3 OF 9 PLAN 3 0 39.90 39.9570 40.90 CONCRE 2 �i FOR RAMP SIDE OPTIONS N 3 39 40 40 CURB EXIS RNG i +AM C 0.2" I I " 2 o N o Co 40.00 STORY BUILDING � _- 5 � aM SIDE FLARE (TYP.I /�" - /p MAX. A`` 0 -s 5 E REMOVED BUFFER ZONE 1`� ISEE NOTE 23) -►l--r � ,; c� 3.9�7 �0 B REM - r. -.-- i 7.: 0 CMF ( )5x +=il - _ _ G _ a? j - I�� 37.92 kq{ ��\/- h (o i � '' ,, -T -__L---- 39.37 1 SECTION E E P �� 37.99 8\` �� _ _-- FFL 1 -__ i3�7.901 78.1' 160HD I \ \ DETECTABLE WARNING SURFACE (DWS) VERTICAL SURFACE DISCONTINUITIES // 0.40 _ 1 1g'OHD 1 0 s TRUNCATED DOME DETAILS s Nor 6 ON SHEET 1 OF 9 - ' :4. 40.9O RAMP - S �. TR SEE E �� .------" � 1 - s - \` bpi40. 1 u SEE DETECTABLE WARNING � ��CLEAR SPACE 39.63 39.49 j 1 '7 ll A o SURVEYOR'S CERTIFICATION PLACEMENT DETAILS ON SHEET 2 OF 9 �\ (SEE NOTE 29) 39• _ i 1 1 IV CURB RAMP DETAILS N TABLE � •� o N o MOUNT OON TE CURB 1 TONEBI.END 1 > 37.06 N THE DESIGN FOR THE PROPOSED HANDICAP SIDEWALKS,CURB RAMPS AND DETECTABLE WARNING SURFACE SHALL `, CONCRE gOLLARbS 5 _ --'�3T�i2 c o RECEIVED CURB RAMP CONFIGURATION: TYPE I CONFORM TO THE CURRENT STANDARD SPECIFICATIONS SHEETS OF THE NEW YORK STATE DEPARTMENT OF �_ -- " 39.69 ____- I V1 �' '� 00 TRANSPORTATION(NYSDOT)REFER TO"SIDEWALK AND CURB RAMP DETAILS"608-01 SHEETS i THROUGH 9. +� 39.55 �� (1 _FFL_-- - AC 7p -- P 1_.a� s 39.70 39•30 1 38.20 cP r,� T o0 0 -4 Fj UL 11 2023 5� p,RD 6ti 45 39 $\. \ 37 - - Q 0 CI1 N 39 3912 ., C I.. \ �� Z p Southold town - . +37.46 �` � ` ' ` ' C Planning Board (� L', a ;<' G) SAW CUT EXISTING ASPHALT p N :� S 'V �'"O�• � QS / /��OR CONCRETE DRIVEWAYS SIDEWALK +37.64 �� 35,32 9 pttOPpSEwOTN - s/�rH 39 2 r- _ _ ��TABUE 3907 HOWARD W.YOUNG,N.Y. 5.N0.4 93 L,gND oRlvEwnc \� MOUN l/Y j- 38 7 -_ CONS ETE CURB _._._..___.,•- p �� ..� �.. STEP 3 1 c �'�p V?�.., \\A/�ly / �" G _ 1100 RpOlUS`"�61 , -ARC TANGENT \ / �FFH "1� , TION gU, ��R _ - �� MAP PREPARED FOR TpBIE 9; POINT(TYP.) OTF TRAN5I STEP 2 75 PECONIC WATERSPORTS --- ------------- . - -- _______ __________ 00' PROPOSED6IT• ---r- + --_ - _ KapluiJ FpGF 4GIgFl E \�\ / ti6� \ r y,OTyFF CE STEP 4 $+ O �'� (SEE NOTE 22) \ OtF �f r 150- STOCKADE FEN CD STEP sRl��q \ ��a �' \ .- s° at Southold, Town of Southold RADIUS = "a' ' ° / ,s° �� 16'50 W Suffolk County New York RADIUS "R' STEP 6 ++ ' 9Sj,FK �� p�`i 581� + (SEE TABLE 6) v+ CORNER CORNER DRIVEWAY ARC TANGENT 0'%�qCY i` CORNER ANGLE INOF ro �`+ ANGLE ANGLE OPENING POINT (TYP.) �./'!. Aljy - - + LAYOUT VARIES fTYP.)-- ��lq�� ,s s, /\ / 36.68 Orm y COUNTY ROAD IMPROVEMENT PLAN o OUT IN LIMIT (TYPJ SIDEWALK RAMP 1S y p�R�Gi� CMF N ere ;c~+- HIGHWAY EDGE , \ , i now or f Robert G (SEE NOTE 19) OUTSIDE EDGE OF 9+ + OF PAVEMENT ��p� ' eriy 1 n Bohn, k1 - TRAVEL LANE "'`++ + `` - -` `��^,y �Ay O �i� ,��pV� ' '� _ or form O ,��C I Robert 10 carol Ann Bohn County Tax Map District 1000 Section 55 Block 05 Lot 9.1 g - -Y=------------------- ---STLP-I----- ------- - - - sfO °5 aRw �a� °� - n°W ises Sohn useR-80 o I X. I OFFSET LINE X.. -I J4 Ft44 �S �O / Enter?, R,$fl Z0nln9 DRIVEWAY / \•4q 4' ,'' / UQC� USe BUT IN OFFSET / Q ZOntY19 MAP PREPARED MAR.29,2023 TRAVEL LANE WIDTH DIRECTION OF TRAVEL - INTERSECTION POINTS Il % \� TYPE 2 DRIVEWAY ENTRANCE ' Record of Revisions MINOR COMMERCIAL ONLY ' REVISION DATE NOTE: SEE RADIUS METHOD OF LAYOUT ON SHEET 3 DESIGN ELEMENT TOLERANCES PB COMMENTS JUNE 13,2023 INSIDE EDGE OF OUTERMOST TRAVEL LANE (EQUALS THE CENTERLINE OF 2-LANE HIGHWAY) lG��P� �NG�,� 0�� ) DESIGN AND FIELD LO/IT FOR WORK PB COMMENTS JULY 03,2023 ELEMENT LAYOUT LIMIT ACCEPTANCE PB COMMENTS JULY 07,2023 RADIUS LAYOUT pR��` pQ� �� I SIDEWALK GRADE (RUNNING SLOPE)-- SEE NOTE 11 457. MAX. 50%MAX. SIDEWALK CROSS SLOPE - SEE NOTE 12 1.5X MAX. 2.0% MAX. VALID FOR RESIDENTIAL OR MINOR COMMERCIAL DRIVEWAYS �S ------------- ------------------------------ ----- - (FOR THE VALUES OF "R" AND "X" SEE TABLES 6 AND T, RESPECTIVELY) CURB RAMP GRADE (RUNNING SLOPE) - SEE NOTE 21 75%MAX. 8.37 MAX. BLENDED TRANSITION GRADE (RUNNING SLOPE) - SEE NOTE T 4.5X MAX. 5.0% MAX. ALL VALUES SHOWN ON THE 608-01 STANDARD SHEETS REFER TO DESIGN AND FIELD LAYOUT LIMITS. o FOR ADDITIONAL REQUIREMENTS AND TOLERANCES,SEE "CRITICAL ELEMENTS FOR THE DESIGN, LAYOUT, DRIVEWAY DETAILS CAND HAPTERSI8 WEBTRUCTION PEDESTRIAN FACILITIES" AVAILABLE ON THE NYSDOT HIGHWAY DESIGN MANUAL 20 0 10 20 40 60 THE DESIGN FOR THE PROPOSED HANDICAP SIDEWALKS AND CURB RAMPS SHALL CONFORM TO THE CURRENT Scale: 1�� - 2�' STANDARD SPECIFICATIONS SHEETS OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION(NYSDOT) REFER TO"RESIDENTIAL&MINOR COMMERCIAL DRIVEWAYS"608-03 SHEETS 1 THROUGH 9. JOB NO.2022-0135 DWG. 2022_0135_sp2 4 OF 4 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTIN6 STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDIN6 INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONA',INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 11901 tel. 631.'12'1.2505 fax. 631.72-1.0144 N odmin®youngengineering.com oli 4 N BULK SCHEDULE OF DIMENSIONAL REGULATIONS q �l J (GENERAL BUSINESS) Land Survegor Thomas G. Wolpe t Profe sional Engineer Douglas E. Adams, Professional Engineer f MINIMUM �`' '�' E W _ ; E PRINCIPAL REQUIREMENTS PLAN Robert G. Tast, Architect Robert 5tromski, Architect ED i e. � LOT SIZE 30,000 S.F. 37,123 S.F. cN�oP° / LOT WIDTH 150' 150' oR uh° LOT DEPTH 150' 247' LISA DRIVE L S '/ ' FRONT YARD VARIABLE 69.8' SITE DATA w o 4 / / / SIDE YARD 25' 25.4' W S BOTH SIDE YARDS 50' 71,9' TOTAL AREA = 37,123 SQ. FT. D ' ' REAR YARD 35' 65.4' w LANDSCAPED AREA 35 36.9% *ZONING USE DISTRICT =B(GENERAL BUSINESS) °° :Y'" _ - ., * VERTICAL DATUM =NAVD(1988) MAXIMUM PERMITTED PRINCIPAL DIMENSIONS PLAN KEY MAP LOT COVERAGE 3o°r° 19.5°i° PARKING CALCULATION r 5 BUILDING HEIGHT 3u <35' ^ ^ R5-1 t /' NUMBER OF STORIES G 2 PARKING REQUIRED SCALE: 1"=600' 30"x30", �`Q 4r BOAT REPAIR Q SALES: 2,651 SF C�i STALL/250 SF =11 STALLS p P �� D0'N0 g p STORAGE:7,000 SF G�1 STALL/1,000 SF =7 STALLS ' ENTER C; � FRONT YARD TABLE TOTAL PARKING REQUIRED =18 STALLS ti SCTM# FRONT YARD PARKING PROVIDED 1000-55-5-7 62.6' ASPHALT&STONEBLEND PARKING =18 STALLS a�� 5 1000-55-5-10 67.5' G GOB AVERAGE FRONT YARD=62.6'+67.5' /2=65.1' 4 a 0 PIP C� PI-I V ti ' ` „ - SECTION 280-48: USE REGULATIONS 30 x30 •mu�pk.wnn (12)PUBLIC GARAGES,GASOLINE SERVICE STATIONS,NEW AND USED MOTOR • ' M 2 L� STOP < � VEHICLE LOTS VEHICLE -- 2 SALES AND RENTAL INCLUDING THE SALE OF -_ __........ R !• ' RECREATION VEHICLES AND TRAILERS AND BOAT SALES,WITH ACCESSORY HALS ASP REPAIR FACILITIES,ALL SUBJECT TO THE FOLLOWING REQUIREMENTS: F m GALV. STEEL PIPE. NQ p •IJ P /' TABLE a)ENTRANCE AND EXIT DRIVEWAYS SHALL HAVE AN UNRESTRICTED WIDTH FILL W/GONGRETE sF. 30"x30" ��P 01 �� Q ; ', MOON R16' CONCRETE CURB OF NOT LESS THAN 12 FEET AND NOT MORE THAN 30 FEET AND SHALL BE 0 No Gv� : ,,Lg2�' l ' ., LOCATED NOT LESS THAN 10 FEET FROM ANY PROPERTY LINE AND SHALL BE - - ENTER + ;'•(Og ; �.!' ' ' R60 50 LAID OUT AS TO AVOID THE NECESSITY OF ANY VEHICLE BACKING OUT N ��17 • /<„.:--" TABLE ACROSS ANY PUBLIC RIGHT-OF-WAY. MOUE ETE /: . � b)SALE OF USED VEHICLES OR BOATS SHALL BE CONDUCTED ONLY AS CURB ACCESSORY TO THE SALE OF NEW VEHICLES OR BOATS. BUILDING =-=_=____ '` ' / 5-HS + PLANT CENTER c)VEHICLE LIFTS OR PITS DISMANTLED AUTOMOBILES BOATS AND f VEHICLES AND ALL PARTS OR SUPPLIES SHALL BE LOCATED WITHIN A C. BUILDING. CON UN ,/, . ,' i CONC. �+ + + PLANT Row d)ALL SERVICE OR REPAIR OF MOTOR VEHICLES,OTHER THAN SUCH MINOR t�1VER� ''�' � � / RUN I SERVICING AS CHANGE OF TIRES OR SALE OF GASOLINE OR OIL,SHALL BE ER- + OV 15 0 TYPICAL ON CENTER SPACING A5 \ c O O O CONDUCTED IN A BUILDING. .�• + -i-• -f- LABELED ON PLANTING PLAN o e)THE STORAGE OF GASOLINE OR FLAMMABLE OILS IN BULK SHALL BE LOCATED FULLY UNDERGROUND AND NOT LE55 THAN 35 FEET FROM ANY PLAN-SHRUB SPACING 4_TM t p o PROPERTY LINE OTHER THAN THE STREET LINE. CORNER GUARD PLAN Z'L o ao N o- � f)NO GASOLINE OR FUEL PUMPS OR TANKS SHALL BE LOCATED LESS THAN 15 / �`o i Z �j o PLANT SET AT ORIGINAL FEET FROM ANY STREET OR PROPERTY LINE. �P�Q ✓ ASPHALT N 3D ' G' �,� s? -�, o e Q� o o PLANTING DEPTH 9)NO GASOLINE SERVICE OR REPAIR SHOPS OR SIMILAR BUSINESSES ARE TO TABLE N O � y o 0 00 o BE LOCATED WITHIN 300 FEET OF A CHURCH,PUBLIC SCHOOL,LIBRARY, E`� �Pt� / N MOON 4' rn m .yM,., —5" DEEP SHREDDED BARK MULCH HOSPITAL,ORPHANAGE OR REST HOME. GAPPED W/GONG. / CONCRE� 2 STALLS 9' 25. v, GROWN TO SHED CURB —PLANTING BAGKFILL WATER + 3-HS 6_TM --AHERE SHRUBS ARE PLANTED IN MA55 �16'OND 40 C' EXCAVATE ENTIRE PLANTING BED .LS JD 3-g5 SECTION 8"4) GALV. 5TEEL PIPE. _ PF g 1 Co PF FILL w/GONGRETE w END " �a 1`� __ _y Q CONCRETE TYPIOAL MA55 PLANT1N6 LAYOUT 4-VAN m R' :: x.: CURB BEGIN NT5 S35:1� o TABLE ROOF.OVLR ` �': CONCRETE CURB GROWN TO SHED WATER LS l 46.5' NOTES: I * REMOVE ALL PLA5TIG 4 HIRE TA65 REMOVE ALL PLASTIC CORDS FROM OCA I TREE- BALL, IF PRESENT IN GROUPIN65 OF SHRUBS, EXCAVATE IS"� GONG. FOOTING O I 10-g5 O AND BAGKFILL ENTIRE SHRUB BED AREA I -TOPY w/PREPARED BAGKFILL MIXTURES. o ROpOSED 2 S I, 22 p BOAT SALES ING LEM I—3" DEEP SHREDDED BARK MULCH ' RED ORAGE BUILD d �NC ST Q w _ PLANTING BAGKFILL MIXTURE I HEADER CD Q ELEVATION 3.JD 'iASPNALT — — -I 11= I' I II) IITi= I1�111- 11—I 0 t S1 ONEBLEND BEGIN I CONCRE� o� 0 0 I _ t CURB cA BOLLARD DETA I L5 0 �, o `� _ _ - - - TYP I GAL SHRUB PLANTING NTS �-, ' ' - - NT5 a G 0 4, -- —�� 'I' cMF C4 CO `�° ' SURVEYOR'S CERTIFICATION �� o -< i N1 Or+D 43-TO t2 I v 78.1' 16' / N 1'N 16'oFID' ' CA 5. N� o �E OFA' NOTES: PLANTING SCHEDULE N ~—r+H 1{E �. � 0 * REMOVE ALL PLASTIC AND WIRE TAG5. �� i CRE CURB w EBLEND 'Z/: � � -S o STON ,; . U3 * r� S J. O 0 onn� BOLLARDS � � 4° -ti REMOVE ALL NON-DEGOMPOSIBLE CORDS �� 7 .` ' O 9 N I i w oo AND BURLAP PROM THE ROOT BALL, IF O ; ,'...,`' C PRESENT. fTT TREES I 1, to ci * DO NOT OUT BURLAP FROM 51DE5 Z " '' ' < 9 QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT '� o Z; Q00 T'� OF THE ROOT BALL. 10 5TALLG ' .' i� — * SET TOP OF ROOT BALL I" ABOVE 2 LS LIQUIDAMBAR STYRAFACIFLUA SWEET GUM 4"CAL B&B 9, I G. . p ;, �" FINISHED GRADE. 8 3 LO 3 QR QUERCUS RUBRA NORTHERN RED OAK 4"CAL 8&B "' ' ____ * REMOVE ALL ACCUMULATED 501E OR HOWARD W.YOUNG,N.Y. 5.N0.4 3 N� SL1F��' ---- Ja `'; MULCH FROM THE ROOT GROWN AREA. 48 TO THUJA OCCIDENTALIS EMERALD GREEN ARBORVITAE 5'-6' HT. B&B .+�,:- , � -_ __ -- . REMOVE ALL WIRE BA5KET5 FROM ROOT BALL, IF PRESENT SHRUBS _ - :. ----� ; MAP PREPARED FOR QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT DECIDUOUS TREE PECONIC WATERSPORTS 13 BS BUXUS SEMPERVIRENS 'SUFFRUTICOSA' DWARF OLD ENGLISH BOXWOOD 7 GAL CONT TN4 ! �"' u�TABLE- . ,,, ' " ' - � , i• HOSE PROTECTOR 8` ►---: -'''Mo CURB, �, , . /, , k 4 HN HYDRANGEA MACRDPHYLLA"NIKKO BLUE" BLUE HYDRANGEA 5 GAL CONT 2N2" STAKE (5 NAY) at Southold Town of Southold 8 HS HIBISCUS SYRIACUS 'DIANA' DIANA ROSE OF SHARON 5 GAL CONT , ,,, /.'%` -j-IQ BOF, _ _ �, I 9 Jr) JUNIPERUS DAVURICA 'EXPANSA' PARSONI JUNIPER 5GAL CONT '/ / 'f' [RANSI" IPF G .,` ;.t3 ( 2 STRANDS NO. 12 GALV. PLIABLE Suffolk County, New York M < / ' M / / ': '/%./ `i/.•' �' /' S r ' } t STEEL WIRE (TAIST TO TIGHTEN) N 18 TM TAXUS x MEDIA 'HICKSII' HICKS YEW 4'-5' HT. CONT L L' 0 LANDSCAPE & ALIGNMENT PLAN 15�• EVERGREEN TREE s FLOWERS ` !R_ MULCH TO BE KEPT AAAY FROM � �'✓`~ TREE TRUNK SYMBOL TYPE SIZE ROOT �,,, { ,,,� I 581 1 5 . r J L� County Tax Map District 1000 Section 55 Block 05 Lot 9.1 o PF PERENNIAL FLOWERS AS SELECTED BY THE OWNER 5 GAL CONT 6=. a, � j SHREDDED BARK MULCH ® 5" DEPTH 50IL 5UAGER TOP N/MULGH MAP PREPARED AUG.09,2022 GRASSES &GROUND COVER ' ' or formerly i now Robert G• SYMBOL SEED MIX SEED RATE formerly �C I Robert Jahn gDhn, Bohn '� _- Record of Revisions LEM LOFT'S ECOLOGY MIXTURE 4 LBS.PER 1,000 SQUARE FEET , noW or es Go•,� 1 Carp► Ann ROOT BALL SCARIFY ALL SIDES OF PLANT PIT ohn& a Z I l= REVISION DATE Enterpr�eR gp I1Se R-80 Q u1 _ — }� PLANTING BAGKFILL MIXTURE IRRIGATION i - QDa US ' Zoning w Q _ =�,_ GENERAL NOV.10 2022 Ong LIJ GENERAL DEC.12,2022 Zen f I1 ..I .. =1-I-11 GENERAL MAR. 29 2023 AUTOMATIC UNDERGROUND SPRINKLER SYSTEMS WITH RAIN SENSORS SHALL BE PROVIDED FOR ALL PROPOSED _ GENERAL MAY 18 2023 PLANTINGS AND LANDSCAPED AREAS. I— DO NOT EXCAVATE LONER THAN BALL W BALL DIDAIAX 2 BALL DEPTH. j�` o REC I �" MAY 2 3 2023 20 0 10 20 40 60 _j a 0 TYPICAL TREE PLANTING S fhold Town Scale: 1" = 20' NT5 Planning Board JOB DWNO. 2022-0135 G-2022_0135_sp2 i OF 4 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT RECONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York IICIOI SWEET AIR VENT GAP / �'/ / tel. 651.727.2505 fax. 651.727.0144 MFG BY TUF-TITS adman®youngengineering.com (5' MIN FROM ANY DOOR OR WINDOW) 4 4 15' ' Howard W. Young Land Surveyor 4" PVC ® 4" PVC ® / Thomas G. Wolpert, Professional Engineer y 2.00`% MIN. RISERS 4 COVERS 1.00% MIN. � , " ° �� r 3' Douglas E. Adams, Professional Engineer WITH SAFETY LIDS Wr�� E HEAVY DUTY AND TEST HOLE DATA 2 STORY ? MFG BY TUF-TITE OR ,• Q BUILDING � APPROVED EQUAL LOCKING CAST IRON PRECAST � '"�� 5 � Robert G. Tast, Architect FFEL=40.50 °0 COVER TO GRADE TOP SLAB '/. �'. 40.4 40:0 40.07 o� Robert 5tromski Architect RIM=40.25 OR DOME -' 4010 Q McDON i1JDi5EOSCIENCE RIM=5ci.50 !, q��6 4o.og �. i/ '' /22 0.05 40. 9 R P \� ` e.•+ 40.1 J�� CP ,0 MIXED 0.0' " Pti� �� ` 40.4��y�C9 LOAM SANE) HEALTH DEPARTMENT USE AIR LINE _µ... /' / a P�R :y e\ S�� +4 r3 o p(G P �O�P�� BROWN IE-36.58SILT 12 \ ''y �gL p�� (M ) 5" VENTj � �� yP� P� .," '6 'Y.►'' P zHOLE IE=56.00 S5 ED 40.- ,, 2.0' CONNECT 3 PVG VENT LINE f � -, : � 3996 '' 1oj � 0� YELLOWISH IE=56.28 BROWN TO VENT HOLE IN OW5T 0 '''s 1�� :' / snnNioSEE DETAI QOWT5 COMP �/ �� ' / ` 40.95 (SP) PROVIDE GLEAN OUT AT a�Pe�� 4 4 40.76 70 14.0' FACE OF BUILDING �'/ <y'" O` p o� 40.51 4O. PALE AIR LINE TO BLOWER 48i3 !/ cy� / 3s.so COARSE �0 CAST IRON FRAME s COVER "3s.81 /.:; / T (SW) a'. G O 0 01,C1 GAMPBELL FOUNDRY, PAT. NO. 500 GAL. I/A OWTS /. 1 39.95 ASPHAL17.0' 85407 OR APPROVED EQUAL. MDL. GEN-5 MFG. BY FUJIGLEAN USA y "\ Fp` QE 39.65 ,� 40.20 0 C`l t�P MOUNTABLE NO WATER - 0 32� 3990 .:° CONCRETE CURB ENCOUNTERED �t - G0GGG BOT=28.00 G fIELD 1#1 OHM 4000 P51 PRECAST CONCRETE 3 ,.•39.5 �" / +38.66 IN Epg BOX AS MFG. BY SUFFOLK .►' / t 9 MOUNTABLE USE:LEACµ0 PIA X7 pE 8 0 10 '�,,oe �y p 39 5 CONCRE� g0.50 (3)POOLS 1 --- - CEMENT OR APPROVED EQUAL. SANITARY LEACHING POOL o 39.8 m PRE C CB#1.1 39.5CURB 40 25 �- I HYDRAtUL I G PROFILE 558 SFSWA ELE CE �`39 50� �. ��y ` 3s-ss � SERVT• a GRA -35 p4 -TVA - ��J 39 40 � 9:4s CONC. UN IE- �. DRAINAGE PIPE 39• R R �" CONC• OVER-. - '� RUN '• ;-',.• OVER- } 0 4000 PSI PRECAST CONCRETE .8 40.53 40.10 '.. /f `~o �r«' h TRAFFIC BEARING TOP SLAB SANITARY DESIGN CRITERIA & CALCULATIONS 39.59 " • NOTES 39.3 40.28 •9 � FI r-; `...�' S � AS MFG. BY SUFFOLK CEMENT t� y APPROVED EQUAL. 1. THE OWTS SHALL BE MODEL GEN-5 MANUFACTURED BY 40 25 cP 4044`` m `";- 9`_-BOUN`AR O O SEWAGE DESIGN CRITERIA 39.83 O ` 9 AO19 e ! �;� CO. FUJIGLEAN USA. DRAINAGE DESIGN CRITERIA & CALCULATIONS 00 . GROUNDWATER MANAGEMENT ZONE =III(300 GPD/AC) 40 p2 t 0 - }�p o e 1 40. T 40.7 ROOF Z -� - - h -s WATER SUPPLY =PUBLIC 2. THE DESIGN ENGINEER, FUJIGLEAN USA REPRESENTATIVE, QE AL fE 6' Lo • A �Q 39.77 m t ` f 4020 DRAIN 0 Q 0 4000 P51 PRECAST CONCRETE V=A R C ALLOWABLE DENSITY=0.8522 AC @ 300 GPD/AC=257 GPD =300 GPD MIN. AND SGDHS REPRESENTATIVES SHALL OBSERVE THE � N�� pP TABLE p \ 40.9 c Yz -s INSTALLATION OF THE OWTS AND LEACHING SYSTEM. Gv�� 'O� f1`OU�EGE 5' ppSED 40.54 p 4040 r<'1 M _+ul 3 BOX A5 MFG. BY SUFFOLK A=AREA OF TRIBUTARY(S.F.) DENSITY CALCULATION APPROVAL FROM ALL THREE PRIOR TO BACKFILL. WATER SORB -� 1N SA ITARY 40.00 Qoh0 40.90 p� 9 CEMENT OR APPROVED EQUAL. R_RAINFALL(FT.) METER 38.82+ 40 20 OTTAM OHD-"I g0.65 G _ C-COEFFICIENT OF RUNOFF RETAIL: 2,651 SF @ 0.03 GPD/SF = 80 GPD 5. THE SYSTEM START UP WILL BE COMPLETED UNDER THE p -16' CL DRAINAGE PIPE STORAGE: 7,000 SF @ 0.04 GPD/SF = 280 GPD DIRECT SUPERVISION OF A FUJIGLEAN USA 39.7 1(j'0 D�0 as.1s REPRESENTATIVE. 39.75 NOTE TOTAL DENSITY = 360 GPD 39.50 o HIGHEST EXPECTED GROUND WATER EL=7.0. 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT 0.30 15 DESIGN CALCULATION BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY p 40. + 3s w END 41. 4000 P51 PRECAST CONCRETE OWNER MUST BE SUBMITTED TO THE SUFFOLK COUNTY pROPO5F pWTS m 40 0 0.30 o CREW 40.65 N BOTTOM SLAB W/ SUMP AS ALL CONNECTING DRAINAGE PIPES ARE 15"DIAMETER HDPE. W A'TER .- CON MFG. BY SUFFOLK CEMENT OR RETAIL: 2,651 SF @ 0.03 GPD/SF =80 GPD DEPARTMENT OF HEALTH SERVICES (5GDHS) PRIOR TO SER�CE ir.�-' , r, CURB BEGIN APPROVED EQUAL. STORAGE: 7,000 SF C�0.04 GPD/SF = 280 GPD APPROVAL OF THE I/A OWT5 REGISTRATION BY THE _�. ,;;67 35. o MOUNTABLE SGDHS IN ACCORDANCE WITH ARTICLE I�f OF THE SUFFOLK CB##2.1 ' m tz`•;RQgf"•O ' ''' ."•~'.` CONCRETE CURB TRIBUTARY AREA#1=9,903 SF TOTAL DENSITY =360 GPD COUNTY SANITARY CODE. ATE-3930 ',a m •0 2 REQUIRED VOLUME SYSTEM DESIGN 5. ARCHITECT TO VERIFY FINISHED FLOOR ELEVATION(S). GR IE-3530 ��w WENT 381 t /�`\ �et" 4' 5. ASPHALT/CONC.: 5,373 S.F.x 2/12 x 1.0 = 896 C.F. NOTE ROOF: 2,649 S.F.x 2/12 x 1.0 =442 C.F. REQUIRED OWTS CAPACITY = 360 GPD Z v, = wF BLOMIER LAWN: 1,881 S.F.x 2/12 x 0.10 =31 C.F. PROVIDED OWTS CAPACITY =500 GPD o -° .� r, I ,--__ I.WALL REINFORCEMENT WILL NOT SE REQUIRED TO A DEPTH OF W-0". TOTAL REQUIRED = 1,369 C.F. tp fROL F„ --38------ - 2.DEPTHS GREATER THAN 4'-O"SHALL HAVE WIRE FABRIC CONCRETE � (f 0 CONEL t +37.94 o PROVIDED VOLUME LEACHING REQUIRED=360 GPD/1.5 GPD/SF = 240 SFSWA � PAN t ` O REINFORCEMENT S'x12",I AND 2 MIN.VERTICAL WIRE5-12"O.C.,1/2'MIN.COVER. NOTE: ALL CONDUITS BETWEEN PANEL AND �. ` LEACHING PROVIDED=10' DIA.x 8' DEEP POOL =338 SFSWA TREATMENT TANK MUST BE SEALED TO PREVENT O `"t OOF +38'48 TOR\/ USE:LEACHING FIELD#1 GAS LEAKAGE INTO PANEL. 6 DRAIN v OSEb 2 S (3)POOLS 10' DIA.x 7' DEEP = 1,437 C.F. FOR WIFI COMMUNICATION DEVICE # PR BOAT SALE pI 6 - +3 . 7 CATCH BBIN 2' x 4' FLUSH GRATE GE BOIL TRIBUTARY AREA#2=5,451 SF NT5 USE ALARM/CONTROL PANEL MDL#1045040 { �! CRE 38 75 ORA „M %� T R�`� REQUIRED VOLUME #2 CON ST ,» ,� "� IBUTA GONTROLLEF" "G" MFG BY 5JE RHOMBUS ACHING fIEL�EEP ' ,. NEA�•.R i pUNpARy ROOF: 1,397 S.F.x 2/12 x 1.0 = 233 C.F. METER USE:L510 PIA.x 6' ASPNAL �" FFE1.=40.50 B ASPHALT/CONC.: 2,830 S.F.x 2/12 x 1.0 =472 C.F. ALARM/CONTROL (2�ppOL. LAWN: 1,224 S.F.x 2/12 x 0.10 = 20 C.F. STON I N TOTAL REQUIRED =725 C.F. INGOMING SERVIGE PANEL MDL#1041�t72 EBLEN CONTROLLER "A" BEGIN i DEDICATED MFG BY 5JE RHOMBUS 4p'go 3995 40•90 CONCkE - 15 AMP BREAKER CONTROL PANEL MOUNTED N o g000 BUILDIN / - PROVIDED VOLUME 0 39 9 70 4040 CURB IS RNG 2 EX G USE:LEACHING FIELD#2 D o u, o STORY D _�- (2)POOLS 10' DIA.x 6' DEEP = 821 C.F. N 4"'x4' PRE55URE 3 ti -1 }; 39.75 ---.- TO BE REMOVE _ w\ TREATED WOOD POSTS 120V AC, 10, &OHZ, 15 AMP POWER SUPPLY c 3 0 - " ' 7, o�. 37 92 ., TRIBUTARY AREA#3=10,177 SF #12-2 AAG WITH GNP IN I" PVC, CONDUIT ; �� o __L-----+39.37 11 ---- ----- ---- REQUIRED VOLUME SERVIN 93CE:GE 0 z � 37.99 a\ �____--- FFL t INSULATED -*"� '' �S7.so 1 1g'OHD ROOF: 3,193 S.F.x 2/12 x 1.0 =532 C.F. DRAINAGE z I S a' t 78• I ASPHALT/GONG,:447 S.F.x 2/12 x 1.0 =75 C.F. PANEL ELEG. CONDUIT AIR WEATHER .t `,4 -3 -- It 16'OND t :; ...°_-s ' 11 a PIPE STONEBLEND:6,493 S.F.x 2112 x 0.60 = 649 C.F. OATS WIRING PER MFG. j BLOWER 5I5TANT G4p :.` 0 5 BLOWER ' ,' -- "" R 40'9 I � LAWN:44 S.F.x 2/12 x 0.10 = 1 C.F. I = 4040 ' 1 u TOTAL REQUIRED = 1,257 C.F. HARDWIRE ENCLOSURE 88 48 I Q I 39. 1NING p t N c� o PROVIDED VOLUME FIN. GRADE 39 63 39 i' I flEl D#3 (�1 CAST IRON FRAME # COVER USE:iCEA DIA.x 5' BEEP O;°ti I o GAMPBELL FOUNDRY, PAT. NO. USE:LEACHING FIELD#3 N pUNTABLE 4 ¢OOL910 p �i� ' I 1007G OR APPROVED EQUAL ELECTRIC SUPPLY O __ CONCRE CURB ARDS (y II SpONEBLEN oYo --,�3722N 37.06+ La R,� ON INSPECTION POOL ONLY. (4)POOLS 10' DIA.x 5' DEEP = 1,368 C.F. _ TO BLOWER O BOLL �, i 1 _ _ _ H c o TO FUJIGLEAN Io 39.69 0 0 z GROUND 5JE RHOMBUS MAGIOOR FUJIGLEAN '-~��~' 55 �P'o ` i FFL___ _ ! ' y�- tO tO 3 PRECAST CONCRETE CONTROL AIR BLOWER AERATOR OWT5 SPLICE BOX 39 30 ��,OT \1 -+- /' n T A N 0 TRAFFIC BEARING SLAB AS AIR LINE TO 70 39. v 3s.2o cP o0 0 PANEL LEGTRIGAL SUPPLY FUJIGLEAN OWT5 39•45 39g7 �\ F i` _J_ ' Z p m MFG. BY SUFFOLK CEMENT 39• 3912 <i" ,: �p OR APPROVED EQUAL. , ELECTRICAL ONE-LINE D I A�GRA�M CONTROL PANEL 4 BLOWER � +37.46 � �. �- � �,� Crt S. o r It ' p 3.1 -n c0 SCALE: NT5 :F4'� 4. �... " -- A 3,07 f't1 n r�, ! C 4 IE=3407 i `"' p T - SURVEYOR'S CERTIFICATION NI -1/2' VENTILATION PIPE B CHAMBER Volume(gal) - 38.37 a SCUM BAFFLE 1 Sedimentation Chamber 277 39. 2 'i 3807 -10 (2 Anaerobic Filtration Chamber 278 38. �\,ROUT to i _ -�' E CURB EN I RE P PE ND �'(NT E QF -10 -7 -0 � Aerobic Contact Filtration Chamber 127 MOUNTABLE !2 ECIRCULATION ® Storage Chamber 63 -�' CONCRE ,1 (� 0 AIR LIFT PUMP © Disinfection Chamber 4 '�� T�rTON BU��ER _ �_ - - -� O D OV+A�� N ISINFECTION Total Volume 749 *1 1 t y 1`� A• N IPF to PRECAST CONCRETE / � © CYLINDER (OPTIONAL) TRA1v5 � �-%� w 35.75 1 0 �4,J._�� z:% 0 © 8 N DRAIN RIN65 AS MFG. 4, " >ti' �ci� SPECIFICATIONS wDF Q BY SUFFOLK CEMENT Z r 4" INLET PIP ' OUTLET PIPE tl1 ITI t ,.; I .', 15 ❑® OR APPROVED EQUAL. • A 4 •. A Anaerobic Media PP/PE Filling Ratc 32% Q•00 Board Type Aerobic Media PVC/PP/PE Filling Rate ]6% ❑� 6 C�/tLdL r © Aerobic Media PP/PE Filling Rate 57% n W �� ,?3 A Blower 2.8 cfm Sall(, 50 ®❑® HOWARD W.YOUNG,N.Y. S.NO. 93 ti� �� FFLUENT �? ® AIR LIFT PUMP Tank FRP CMF INLET BAFFLE �6.6 1 � Piping PVC/PP/PE - 36.68 10 = Access Covers Plastic/Cast Iron ��- ' � now or f ormerlY G Disinfectant(Optional) Chlorine Tablets - Bohn,Robert w RECIRCULATION PIPE LOW BAFFLE 1/2' AIR INTAKE - ' formerhl J, ,C 1 Robert JohnAn Bohn GYV EL MAP PREPARED FOR FLOW OPENING CTYP, (CLEANING OPENING) B / now Or eS CO„ ' Bohn&Carol A PLAN VIEW G2uad EnterPuseR,gO Zon�n9 use R-80 LE,4GHING POOL PECONIC WATERSPORTS on�n9 4' MANHOLE Z 1 NT5 E 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP ISINFECTION 1 at Southold, Town of Southold a CYLINDER (OPTIONAL) LOW OPENING ' Suffolk County, New York i OARD TYPE 1 FIN. GRADE GRADING DRAINAGE UTILITY PLAN CONTACT MEDIA I-I/2" WEARING COURSE 2" T z 2-I/2" BINDER COURSE I'R _ PAVEMENT STONE BLEND FIN. GRADE o-_ ¢ SURFACE County Tax Map District 1000 Section 55 Block 05 Lot 9.1 o CONCRETE HEADER a PAVEMENT 1°R„ - MAP PREPARED AUG.09,2022 5'-5' O 5'-5' ECIRCULATION 24"� + SURFACE O ASSEMBLY �9 re Record of Revisions 4'-3 4'-2 ASPHALT >� np a U' REVISION DATE A A STONEBLEND GENERAL 3 3 p - c0 DEC.12 2022 O O PAVEMENT °- n pAVEMEVT _ MOUNTABLE CONCRETE GENERAL NEC.10 2022 EROBIC MEDIA 6"x 6" WIRE MESH a• " r CURB 4000 PSI EXPANSION GENERAL MAR.29 2023 REINFORCEMENT _ , R _ JOINTS 20' O.G. GENERAL MAY 18 2023 ERATION ASSEMBLY O CONCRETE CURB 4000 PSI RECEIVED '� �'`� 6" RECYCLED CONCRETE 6"STABILIZED 6' RECYCLED CONCRETE EXPAN5ION JOINTS 20 O.G. I V D SECTION A-A VIEW BASE COURSE SOIL BASE \,; BASE COURSE II SECTION B-B VIEW b" STABILIZED SOIL BASE "4 6" 5TA51LIZED SOIL 545E .a �--a --I MAY 2 2023 20 0 10 20 40 60 Southold Town PlaI/A OWT5 MDL. GEN-5 MFG. BY FUJIGLEAN USAF ASPHALT PAVEMENT SECTION CONCRETE HEADER STONE BLEND PAVEMENT SECTION CONCRETE CURS MOUNTABLE CONCRETE -CURB Board Scale: 1" = 20' NT5 NTS NT5 NT5 JOB NO. 2022-0135 DWG. 2022_0135_sp2 2 OF 4 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LMES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'5 INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. (4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIDNAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York IId101 ,3' tel. 631.727.2305 fax. 631.727,0144 . -.,,.._-..., ._,.._._.. _...,__......_..._.._........ ,.___-., _.______.�,< adman®youngengineering.com 40 WATT LED SLIM WALL PACK .. ._ .___.,._ 5 MFG. BY L51 INDUSTRIES INC. GAT. NO. WP5L5-LE1:;-4L-UN1/- DIM-50-PC120-*, OR APPROVED EQUAL i Howard kN. Young Land Surveyor O COLOR SELECTED Sl' OWNER `i Thomas G. Viol pert, Professional Engineer LIGHTING FIXTURE SCHEDULE Douglas E. Adams, Professional Engineer SYMBOL DESCRIPTION ^• _ r Robert C. Tost, Architect 40 WATT LED SLIM WALL PACK Robert 5tromski, Architect MFG.BY LSI INDUSTRIES INC. = lam. ' 4,2, 17.4 4' CAT.NO.WPSLS-LED-4L-UNV-DIM-30-PC120-* OR APPROVED EQUAL r..A.. T9.5' (*)COLOR SELECTED BY OWNER TYPE HGT. LUMENS L.L.F. C.C.T. QTY. w„' r.,...,,.e, w ,......,. . ..� __. .... . .,., j WALL 15' 3,712 1.0 3000 K 6 � a FOOTCANDLE STATISTICS MIN. MAX. AVG. PATH $. ' - *i'*� ` "a 4 �•'•. ,! PATH OF FRONT 0.0 3.6 0.80 rRONT Wfir-F1. ~'+�°*" r� °`��'' . `v OVERHANG N FIN. 6R. r 1J" '.r. t , YVALL MOUNTED LIGHT N.T.S. K TES: TURN114 ` O i y i RADI S AT FRONT AXLE o t \.A 0 + + + + + i 101 0,00 0,00 0,0 0,01 0,01 '01 + + + + + + + + + 5 ' �- 0.01 0,00 0,01 0,01 0,02 0.02 0.03 0 4 0,04 0,05 0,0 ._rr_- _�•_ -° 01 0,02 0,04 0,06 0,10 0,12 0,11 4 019 016 014 INTERSTATE SEMI-TRAILER DESIGN VEHICLE ------------ �r + + + + + + + + + + + + + SCOURCE:NEW JERSEY TURNPIKE AUTHORITY 0,03 0,04 0,0 0,13 0,18 0,26 0,3 0.37 0,42 0,36 0,32 0,18 0,01 0,04 0,13 0,1 .26 0,45 0,56 0,73 0.73 0.63 0,57 0,46 0,14 j. + + + + + + + + + + + + + + / 0,15 0,32 0,49 0,82 1,08 1.09 1.11 1.17 1,03 0,98 0,54 0,11 0,01 0,0 0,19 0,36 0,60 1,13 2,10 2,32 2,51 3,18 1,98 1,54 0,61 0,11 / + + + + + + + + 0,02 0,03 0,05 0,21 0,44 ,63 1, 3,13 -� < / ✓ r , / 013 011 011 0�1 0�44 ,77 ,�4 + 3�6 018 0,32 0,45 10,53 0,74 1,03 j ROOF OVER R ✓// 019 0,39 0,64 1,15 1.67 < Y 0,20 0,47 0,64 1.20 2,23 + PROPOSED 2 STORY / 0,18 0.50 0,80 1,38 2,70 3,14 i BOAT SALES & ,/ R45' SURVEYOR'S CERTIFICATION 1 07 0,57 0,93 , 2,27o STORAGE BUILDING + + + + + M 0,17 062 1.00 1,40 2.22 1,97 / � 11 S�P� OF At, N 0,20 057 0,92 1,46 2,18 213 j + + + + + CONC. w 0,19 1 L51_01.9A__1,18 1,76 + 2 52 + OVER-RUN «4rr►r�h.sL N , .. ,� �. (� 5�93 �G h d 012 0 + + + + 2 99 �� HOWARD W.YOUNG,N.Y. . .S,NO.45 3 �� ,93 1,64 _ Np Sv�-- CONC. - + + + + + + + + + + + + + + + + + OVER-RUN [ 0,09 029 050,79 1.38 2,50 2.67 2,73 3,06 2,31 2,67 2,73 3.06 ,14 1,44 0,50 0,09 ED i MAP PREPARED FOR + + + + + + + + + + + + + + + + + , PECONIC WAT RSPORTS 0,08 0, 0,60 1,04 2,04 2,50 2,43 2,83 2,84 3,11 2,56 2,03 ,46 1,10 0,64 0.16 �� ,, a s. ,- E E + + + + + + + + + + + + + + + + // at Southold, Town of Southold 0,04 0,18 33 0, 0,8 11 1, 5 1,49 58 �,83 1,68 1.66 1.35 88 0,63 0,41 0,19 / Suffolk County, New York + + + + + + + + + I + + + + + + LIGHTING & CIRCULATION PLAN r 0,03 0.10 025 0,34 0,31 0,59 0, 4 0,74 ,03 123 1,09 1,09 1,02 0,80 0.49 0,29 0,14 + + + + + + + + + + + + + + + / + County Tax Map District 1000 Section 55 Block 05 Lot 9.1 0,02 0,07 0,14 0,10 , 0,43 0,30 021 0,13 o , MAP PREPARED MAY 18,2023 + + + + + + + + + + + + + + + + + .2 0,01 0,04 0,03 0,03 0,13 0,22 0,26 0,30 0.36 0,33 0.33 0.30 0,18 0,13 0.11 0,06 0,04 / g o: Record of Revisions + + + + + + + + + + + + + + + + + / -� -.- pA`:+3'�s REVISION DATE 0.01 1 0,01 0,03 0,09 0,08 0,11 0,12 0,10 0.08 0.07 0,04 0.03 0,03 0,02 0,01 0,01 a i o RE IVE m LIGHTING PLAN SEMI-TRAILER CIRCULATION PLAN MAY 2 3 2023 20 0 10 20 40 60 %p a SCALE: P=20' SCALE: 1"=20' -- Southold 'Down Scale: As Shown Planning Board JOB NO. 2022-0135 DWG. 2022-0135_sp2 3 OF 4 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION I140TCATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York IIQOI SPECIAL NOTES FOR PG BINDER AND MIX DESIGN LEVEL GONSTRUGTION NOTES tel. 651.727.25C5 fax. 651.727.0144 REQUIREMENT5 OF TH15 NOTE APPLY TO ALL SECTION 402 AND SECTION 404 ASPHALT odmin®youngengineering.com (HMA AND WMA) ITEMS IN THI5 CONT'RA07 ALL BROKEN CURB AND ALL CRACKED,BROKEN,OR NON-COMPLIANT GOLD MILL EXI5TING PAVEMENT(ITEM 440.50) SIDEWALKS ALONG THE PROPERTY FRONTAGE SHALL BE REPLACED / PG BINDER a SEAL JOINT(ITEM 655.15) I IN ACCORDANCE WITH NYSDOT STANDARDS&SPECIFICATIONS. USE A PG 64H-22 (HIGH) MEETING THE REQUIREMENTS OF AA5HTO M 532, STANDARD EXISTING NEW I SAWGUT EXISTING PAVEMENT ITEM 10520.04 AT THE Howard W. Young, Land Surveyor PAVEMENT PAVEMENT I- EXI5TIN6 TRAVEL LANE LINE FOR ENTIRE LENGTH OF SPECIFICATION FOR PERFORMANCE GRADED ASPHALT BINDER USING MULTIPLE STRESS I PROPOSED CURB CONSTRUCTION,AND RECONSTRUCT Thomas G. Wolpert, Professional Engineer CREEP RECOVERY (M50R), FOR THE PRODUCTION OF HOT MIX ASPHALT MIXTURES FOR THI5 I SHOULDER A5 5HON1N ON PLANS. 1V Douglas E. Adams, Professional Engineer PROJECT. TERMINAL BLEND CRUMB RUBBER MODIFIER MAY BE USED FOR THIS P6 BINDER. ' PROPOSED L � MILLING OF TOP I NEV'1 SHOULDER MOUNTABLE CONCRETE / Robert G. Tast, Architect WHEN TERMONAL BLEND GRM P6 BINDER 15 USED, THE FOLLOWING SHALL APPLY: ASPHALT 12"MIN. I 4'MIN. CURS TYPE M-100 �, ' Robert 5tromski, Architect SHOULD EXTEND II>✓ 11-01,OVER // j' ,• / CRUMB RUBBER PARTICLES SHALL BE FLIER THAN 550 SIEVE SIZE. EXISTINS I EXISTING DYED STAMPGRETE THE GRM PG BINDER SHALL BE 5TORAGE-5TABLE AND HOMOGENEOUS. ASPHALT CONTINUE SLOPE 1/4"/FT. PAVEMENT EXISTING I THE DYNAMIC SHEAR RHEOMETER (D5R) SHALL BE SET AT 2-mm GAP. SLOPE 114' -a/4"/FT. THE GRIM PG BINDER SHALL BE qq% FREE OF PARTICLES RETAINED ON THE 600 um 51EVE ,�//f/ /, W AS TESTED IN ACCORDANCE WITH SECTION 5.4 OF M 332. �� ~ \. \. ; �; Y; �, \` '� ` USE OF POLY-PHOSPHORIC ACID (PPA) TO MODIFY THE P& BINDER PROPERTIES 15 .•`_ .�//�\��\/�;*//,,`�//��:�/,i\�%\'�'�`,/�//�\�/\^``/.`� .�'�/%� •� `� '' `�/ �^:; 'C� �� ` PROHIBITED FOR MIXTURES CONTAINING LIMESTONE, LIMESTONE AS AN AGGREGATE BLEND EBA5E6 COMPONENT, LIMESTONE AS A CONSTITUENT IN CRUSHED GRAVEL AGGREGATE, OR ( RECYCLED ASPHALT PAVEMENT (RAP) T-IAT INCLUDES ANY LIMESTONE. THI5 PROHIBITION ®` Y' EXISTING CONCRETE OFFSET SNow STORAGE AREA 51DENiALiG AREA ALSO APPLIES TO THE USE OF PPA AS A GROSS-LINKING AGENT FOR POLYMER - ( MODIFICATION. c - _, S / ��, R5-1 40 40 40:0 40,07 MIX DESIGN N E AL = 7.4 MILLION. 2" TOP COURSE - ITEM 402.Og8103 �' OFF�NC 30"x30" ' 40.10 40. 40.0().'/�.Q� THE MIXTURE DE51GN5 MUST BE DEVELOPED IN ACCORDANCE WITH THE CRIERIA SPECIFIED 2. DEPTH TO BE INCREASED 2-1/2" BINDER COURSE - ITEM 402.IQ8cf03 i/ � pSP� > DO'NOT gQP �V�O IN THE HMA ITEMS THAT ARE APPROPRIATE FOR AN ESTIMATED TRAFFIC LEVEL OF < 30 BY REGIONAL PERMIT EN6. TO 6" BASE COURSE (IN TWO 3" LAYERS) - ITEM 402.378Q03 �/ PZ� �Q��e• ' ENTER 401 4o � G��6� MILLION ESAL'5. 5" (5 LIFTS) IN AREAS WITH o R 0 HISH TRUCK TRAFFIC b" 5U55A5E - ITEM 304.IOIIQQI7 / �/ .�P�R P�0�� V a��PS ,CS•\ P� ASPHALT PAVEMENT CONSTRUCTION TACK GOAT REQUIRED BETWEEN ALL ASPHALT LIFTS - ITEM 407.0102 /S�CSG�2 SP�p Pa�� 4026 '/ 39.96 I. ASPHALT PAVEMENT WIDENING WILL ONLY BE PERMITTED ADJACENT TO EXISTING FULL c0� DEPTH ASPHALT PAVEMENT. WHERE THE EX15TINCG PAVEMENT 15 CONCRETE, CONCRETE T WIDENING MUST BE USED. WHERE THE EXI5TIN6 PAVEMENT 15 COMPOSITE, A COMPOSITE SI=GTION /.• �.O GG ,4p9 Rl-1 f WIDENING MUST BE CONSTRUCTED. CURB, 51DEW,4LK ASPHALT PAVEMENT CONSTRUCTION �� JN1Pg��, 4 4 40 51 Q0.70 30 x30 2. WHERE THE EXISTING PAVEMENT GROSS-SLOPE IS DIFFERENT FROM I/4" PER FOOT, THE (WITHIN COUNTY RIGHT OF WAAY) �� \ r., �P°QP��ts �� % - 40 STOP PROPOSED PAVEMENT SLOPE SHALL MATCH THE EXI5TING PROVIDED THE 5LOPE WILL BE P� C�` 40.1 !•• , �y� 38.80 3/I6"/FT. MINIMUM AND 5/S"/FT. MAXIMUM. WHERE A SLOPE WITHIN THIS RANGE CANNOT BE NTS 39•81 OBTAINED, RESURFACING OF THE EXISTING ROADWAY TO CORRECT ITS CRO55-5LOPE MAY / , 39•95 l i ASPN < R5-1 El 39 65 40.20 BE REQUIRED BY THE REGIONAL PERMIT ENGINEER. 3 30"x30" vJ C�QP�,Q UNTABLE ° O NOT NG RJR J 3215 NG��O 40.15 ":. I' CON CURB 3 ,2 39 CREW z, ENTER / +38.66 N'\0 �p jjABf-E 5 MOON 9"MAX. �y�• y �S Fz 39.7 CONCRE 7"MIN. ,Go0�� PNG� '� PROpORI� 395 `CURB 4O 50 O.? 2„ �0 �� m ELECT 40.25 a 70 Ri SERVICE TN - .. . ° 39 40 �/ CONC.RUN CON _ C: A (jVER-RUN rye t N zN ,�,. " N�. w s I 40.53 g0.15 "mo d,� ,I. c 2 W 39.59 40.28 �. 90 _ h W Z 39:3 ,,... I i '! S Q d V gyp " rl N o ..p. 4025 c� 404 n•' 0 /�i ?i o \ o ; .4 .: 39.83 i 40 00 r�` OD 40.19 \ _// 01 0 0- W �� \ \ \'f �/ / x/ Q� 40 ' ALT ` FE 1 40.70 o m j / / ,`\ �/��j�/�j N�C�6RP 'R-o MOUNTABLE m P 40.50 40.90 D /��/� / G R CONCRE 5 PROPOSED 40 40 rat :n _r 3 \ , •\�/ \�/ \ W ATE -� IN TARy 40.00 g0.90 to w ETER 38.82+ CURB m SANI M 4040 :` c 40.90 W M 40 20 5y 5 _ f•.. . 1 s OHD�'1 40.65 75 0 16°OHO 40 CA5T-IN-PLACE CONCRETE CURS 39 m TYPE M-100 39.50 0.30 v c� (MOUNTABLE CURB WITHOUT CURB ANCHOR) PROPOSED OWT5 0 40 30 0-30+ 39 o END A065 CURB (TYPJ NTS W E m 4O, 1 � T -_x 'ONCRE� BE GRADE BREAK TO BACK OF CURB S' ' _ _ _35.1 CURB GU TABLE LESS THAN 5'-0" " p-ROOF:QVER `+° CONCRE CURB 24 MIN. t 1 O 38.1' - •s°x:ilAk ,t; D .I; .--' z vi 2 W Bi OWE ) ?',Y,; 3F-:,yr*;;i,4;i,:;; :':1' at• B Cp a 1,t TRoil ;. - ;,,,;}� ''�`� (h "`` ' �i; j CONEL 1 +37.94 O --- -� PAN -DROP CURB +38.48 GRADE BREAK AT BOTTOM OF RAMP ONE CORNER OF DETECTABLE I t + TRUNCATED DOME DIMENSIONS `v, p PR )P05ED 2 55 & I ATRNING B BACK OF CURB BOAT SASE G +3 7 DIM. MIN. ON) MAX. ON) DETECTABLE WARNING A B A 1.6" 2.4" +38.75 0 - SURFACE PLACEMENT OPTION 2 _- 0 CONCRE1 o ST �. -- B 0.65" 1.5„ I/4" MAX. (� r ORATE + + + 1 C 50% - 657. OF D DIM ----- --- � � � DEADER D Ly/ D o.9" 1.4" - ,"5 SPNA�--T ., FEEL=40.50 STONEBLEND BEGIN N �N• I E � 40.15 39•95 0 CONCRE1 i/ rn q SEE SHEET 3 OF 9 PLAN �-�- p 5 39.90 39 70 40.9 FOR RAMP SIDE OPTIONS f N 3 40 40 CURB EXIS STING 2 S �Wy SIDE FLARE fTYPJ C 0.2" I/�" /2" MAX. 2 +'' o N p " 40�0 STORY BUILDING BUFFER ZONE 1`�' (SEE NOTE 23) 1 'i 3 u 39 75 O BE - ;:': `;ifi;,;':•s o TO �� 7r 0 CMF La ;� ■I AvCi � 37.92 39.37 p -s 37.99 a\ -- FFL ;fir=. '(`;:::• SECTION E E �I3`7.90I 78.1' 16'oND II \ \\ DETECTABLE WARNING SURFACE (DWS) VERTICAL SURFACE DISCONTINUITIES -�a 040 o RAMP - ��$y > �. TRUNCATED DOME DETAILS SEE NOTE 6 ON SHEET 1 OF 9 I `' -2 40.90 p It ' ""� 4040 ' I y SURVEYOR'S CERTIFICATION SEE DETECTABLE WARNING ��- 39.g8 3948 I '•"I a <� CLEAR SPACE � I I "i PLACEMENT DETAILS ON SHEET 2 OF 9 \ (SEE NOTE 29) 39.63 , t I p N A o s CURS RAMP DETAI L5 N ----� TAB)E ; ' � D � � o �" N THE DESIGN FOR THE PROPOSED HANDICAP SIDEWALKS,CURB RAMPS AND DETECTABLE WARNING SURFACE SHALL O MOUNTABLE CURB RDS i� It STONEBLEND ---�-37 22 N 37.os+ CURB RAMP CONFIGURATION: TYPE I CONFORM TO THE CURRENT STANDARD SPECIFICATIONS SHEETS OF THE NEW YORK STATE DEPARTMENT OF __ gOLLA 11 39 69 _ H N o TRANSPORTATION(NYSDOT)REFER TO"SIDEWALK AND CURB RAMP DETAILS"608-01 SHEETS i THROUGH 9. 39.55 �� I _+FL___ - AC ►�- p ��° � s 3970 39.30 37 /I 38.2o cP - - T p f\R \t�?. r 3945 39.12 �� V ;.-.. �% W rt ^ •Z�. Lv F\; _ /- N +37.46 f:,... i.\v } \.a»t `•\ `J i �q+ ,•� p *�;�4 ems':;� c) N = ' aNT.Mg"em tit\ a 4A q,•, ' 11 �. / �f.•, :'• /.•s �- "Tl Z \ 'ram: .ss ` < .;. SAIY CUT EXISTING ASPHALT +37 84 2 g 3 ��- OppSED / OR CONCRETE DRIVEWAYS SIDEWALK--- / / �� 38.3 -Q 4 �`wp� w�otet C 4�io 39 2 38.07 HOWARD W.YOUNG,N.Y. . .5.NO.45 3 �N� SUF'��'`Gf 38�7. .:. _ .-'-_ �� .► �``'•-,-_�_. ✓' Sao \ MOUNTABLE ONCRETE CURB G STEP 3 -ARC TANGENT / F " 1�1 A \! / > BU F t ER Rpp1 E 61 1 ARCPOI TANGENT FNo . f._ `s 5I-RON _ MAP PREPARED FOR �EESTEP 2 t, o �� .� ��~\ F7B/ '�/j� TRAN '� IPF -- - --------- -- --- A 4 4f \ ,- 04�/ -.'ASH 35.75 PECONIC WATERSPORTS WDF `t '� -''01U5 FOOF �. / ��tib� \ olyFR Q. STEP 4 OHf (SEE NOTE 22la° '�` 150 5 at Southold Town of Southold STEP 5-� `` > �I`qy^ \ �gE� i ^`.1 .6 i �? RADIUS = "IV' V a W Suffolk County, New York RADIUS : „R" STEP 6 �1; I ; SIOFw v °� � •lR 1°16rJ0 (SEE TABLE 6) c CORNER 1 CORNER ; DRIVEWAY -ARC TANGENT 9` q�4 / CORNER ANGLE 1N s$ N ANTE ANGLE MIT (TYPJ PENINGPOINT (TYPJ SIDEWALK RAMP \� �rN. \ ✓�~ . \ ' 0��G��/ _ CMF o \ LAYOUT VARIES ITYP.)-� ��IgLa 'r y / I 36.68 ormerlY COUNTY ROAD IMPROVEMENT PLAN - - HIGHWAY EDGE ,- i now Or f ert SHOULDER WIDTH � �` - - - - - �` �� , OF PAVEMENT �A , Rob (SEE NOTE 19) OUTSIDE EDGE OF �\ V5p - �' y�P �� er�y 1 O�a o, qnn CountyTax Ma District 1000 Section k1 - TRAVEL LANE _� _ _ _ _ t �T, P`�` {OrM C Robert Bohn p 55 Block 05 Lot 9.1 o tl----�--- --O_71-FFSET LINE ---- - -- ---- - ` - - / fSlOF OPTED°�� GE OF / / �ONI Or rISeS GO"�� 1 BOhn $0 "X" - DRIVEWAY /� s.�q�4 �o _ ,/ d Enter? e Rzo ZOn�ng use R- OUT IN OFFSETQua Zp111n9 uS I TRAVEL LANE 11 1 MAP PREPARED MAR.29,2023 DIRECTION OF TRAVEL INTERSECTION POINTS ' 1 I i TYPE 2 DRIVEWAY ENTRANCE Record of Revisions MINOR COMMERCIAL ONLY REVISION DATE NOTE:SEE RADIUS METHOD OF LAYOUT ON SHEET 3 I DESIGN ELEMENT TOLERANCES INSIDE EDGE OF OUTERMOST TRAVEL LANE (EQUALS THE CENTERLINE OF 2-LANE HIGHWAY) 01P� ��a ,��1 0 1 ELEMENT DESIGN AND FIELD LDAC FOR CORK 1` LAYOUT LIMIT ACCEPTANCE RADIUS LAYOUT OR�� °QN°��` t SIDEWALK GRADE (RUNNING -SEE NOTE 11 45% MAX. 5.0% MAX. VALID FOR RESIDENTIAL OR MINOR COMMERCIAL DRIVEWAYS �S -_ (FOR THE VALUES OF "R" AND "X" SEE TABLES 6 AND 7, RESPECTIVELY) CURB RAMP GRADE (RUNNING SLOPE) - SEE NOTE 21 _ 7.5% MAX. 8.3%MAX._ BLENDED TRANSITION GRADE (RUNNING SLOPE) - SEE NOTE 7 4.5% MAX. 5.0% MAX. �,. ALL VALUES SHOWN ON THE 608-01 STANDARD SHEETS REFER TO DESIGN AND FIELD LAYOUT LIMITS. TV FOR ADDITIONAL REQUIREMENTS AND TOLERANCES,SEE "CRITICAL ELEMENTS FOR THE DESIGN, LAYOUT, r 0 DRIVEW,4Y DETAILS ANDCHA CONSTTER RUCTION WEBSI OFE. PEDESTRIAN FACILITIES" AVAILABLE ON THE NYSDOT HIGHWAY DESIGN MANUAL MAY 2023 20 0 10 20 40 60 THE DESIGN FOR THE PROPOSED HANDICAP SIDEWALKS AND CURB RAMPS SHALL CONFORM TO THE CURRENT L STANDARD SPECIFICATIONS SHEETS OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION(NYSDOT) Southold -I own Scale: V = 20' REFER TO"RESIDENTIAL&MINOR COMMERCIAL DRIVEWAYS"608-03 SHEETS i THROUGH 9. Planning Board JOB NO.2022-0135 DWG.2022_0135_sp2 4 OF 4 { I .. I ,�" ' I ;- 0SI-4 AN OR ij S11 I i ....J 6- .d 6 P_ 1,. 6- s 1 P,_" K1 architecture, p.c. Watcm 01; ts "J��tw/ �to/ k�J L L L P.O.BOX 1254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 46770 COUNTY ROAD 48 , SOUT D NEW YORK - _ ___-____-_-___-___--_-_______--_ - --- -_-_-_ __-. -_-_-_-_-_-_-__-_-_-_- __-_-___-_-___-_-_-- - - - - - ------------------------------------ Proposed Site Plan For I I I I I 35'-10, I I — I Peconic Water Sports 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 INE OF STORAGE AREA ABOVE _ _ ------------------------------------------------ - --------- 2_NIGH IGUARDRAIL--------------- - --------- - — -- - ------------------------------------- MARINE STORAGE AREA (IST FLOOR) ! ; 46770 County Road 48 4,281 SQUARE FEET I Southold, New York S.C.T.M.#I 000-55-5-M REVISIONS MARINE STORAGE AREA (2ND FLOOR) I 4-I2-2023 REVISED AS PER O ARC COMMENTS F - - I 2,720 SQUARE FEETAS PER g o O PLANNING COMMENTS AS PET— O PLANNING COMMENTS I � I I i I I O � I I I I I O I � I I � rr7 o .UP fi© 8 i 1 i ORA I ' - - - --- - - - -- - - - --- - --- - - - - - ------------ - - - - --- - I- - - - — - - - - -- - - - - - - - - - ------------ - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - -------- - ------------ - - - - - - - ------ -- - - - - - - -i I E15 0 0 EN'S BAT�I GTN 13'-0' X 9'- " I'-2' X 9'-0' I I O OFFICE/BULLPEN SALES AREA PART OF 2,651 SQUARE FEET MARINE SALES AREAS I I I O I I I I I I I I I O I I 1 I I I I CONfRENCE ROOM ; 0 MARINE SALES I SERVICE AREA '-7" x II'-2"+ VESTIBULE I ' 0 2,651 SQUARE FEET TOTAL I I O ll'-8' X 7'-0' --------------------------- - - - - - - - --- - - - - - - — - - ------------_-_-_==___—---------- ----= - - ----------------------------------- SEAL I I i I I I I i I I I I o I I I I co� � I 't�R ARCS I I I ST / R0� ((� C, ❑ ❑ ❑ I ----------------------------------------------------- I OF NE I I I I I I I I I I I I I I I I I I Copyright 2022.STROMSKI architecture,p.c.All rights I I I I reserved.The Architect reserves the right to reproduce this ------- -------------------------------------� design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect These drawings and specifications are not to be used on any 40-0" -I other project,except by written permission of the Architect. PROJECT NO. 2I-AR049 I I/I0/2022 SCALE As Noted DATE FIRST FLOOR Scale: 1/16, = I'-0" 2 SECOND FLOOR Scale: I/I6" = I'-0" DRAWN BY TLD/RS I CHECKED BY RS A-I Proposed - 6,932 SQ.FT. A-I Proposed - 2,720 SQ.FT. TITLE Proposed PARKING CALCULATION: -MARINE RETAIL SPACE: 2,651 SQ.FT Building Plans SPACE REQUIRED FOR RETAIL AS PER NYS BUILDING CODE: I PARKING SPACE PER 250 SQUARE FEET. 2,651/250=10.6 OR II PARKING SPACES -STORAGE SPACE (IST FLU): 4,280 50.FT -STORAGE SPACE (2ND FLOOR): 2,720 50.FT SPACE REQUIRED FOR STORAGE AS PER NYS BUILDING CODE: --- I PARKING SPACE PER 1,000 SQUARE FEET. SHEET 7,000/1,000-7.0 OR 7 PARKING SPACES �� RE E TOTAL PARKING SPACES REQUIRED: IS �M:AY 13 2023 L-- - Id Town 1 1 1 Southo Planning Board .r- ZOPOSI 13 S1 1..J rl.JAN 1" 01%,. ID S T RL-�S ICI ItIL16- C Wa �to/ architecture, p.c. P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 46770 COUNTY ROAD 48 , SOUTH STL (arts NEB PORK Proposed Site Plan For: Peconic Water Sports 'NICHIHA' FIBER-CEMENT ARCHITECTURAL STANDING METAL SEAM ROOF 4' WHITE WINDOW AND STAINLESS STEEL CABLE RAIL TRANSLUCENT 'KALWALL' PANELS WITHIN TRANSLUCENT 'KALWALL' PANELS WITHIN BEVELED SIDING COLOR: GRAY COLOR: COOL SHELL GRAY DOOR TRIM ANODIZED ALUMINUM FRAMES — ANODIZED ALUMINUM FRAMES 4' WHITE WINDOW AND __-- DOOR TRIM 'NICHIHA' FIBER-CEMENT 46770 County Road 48 ARC ITECTURAL BEVELED - - _-- SIDING COLOR: GRAY - - - — -- - — - -- - - Sou t o d, New YoIF rk S.C.T.M.#I000-55-5-9.I PECONIC MARINE REVISIONS I 4-I2-2023 REVISED AS PER o O ARC COMMENTS ao +, o - to N O PLANNING COMMENTS 5-4-202,3 REVISED AS PET7_ PLANNING COMMENTS 0 4�- IL \ \ O GLAZING OVERHEAD DOORS WITHIN TANDING METAL SEAM ROOF : 0 NICHIHA FIBER-CEMENT ANODIZED ALUMINUM FRAMES COLOR: COOL SHELL GRAY ARCHITECTURAL BEVELED SIDING 'NICHIHA' FIBER-CEMENT ARCHITECTURAL WHITE SHUTTER CULTURE STONE VENEER- CLEAR GLAZING WITHIN ANODIZED LALUMINUM OVERHEAD GARAGE DOOR 0 COLOR: GRAY ZLRESTONE VENEER - COLOR. COOL- OCEAN BLUE BEVELED SIDING COLOR: COOL OCEAN BLUE BLUE ONYX COLOR ALUMINUM FRAMES COLOR: GRAY (APPLIED DECALS TO BLUE ONYX COLOR SHOWN CARRIAGE STYLE) 0 i PROPOSED FRONT ELEVATION sale: 1/8, = 1'-0' 2 A-2 PROPOSED RIGHTScale: 1/8 SIDE ELEVATION I-0 O = A-2 0 O O O O O O O SEAL PRE-ENGINEERED METAL METAL WITH SHADOW-WALL METAL VERTICAL PANELS PRE-ENGINEERED METAL METAL WITH PRE-ENGINEERED METAL METAL WITH ARC+ W-WALL METAL VERTICAL PANELS STANDING METAL SEAM ROOF SHADOW-WALL METAL VERTICAL PANELS �Gj grA,O COLOR: COOL OCEAN BLUE SHADOCOLOR: COOL OCEAN BLUE COLOR: COOL SHELL GRAY COLOR: GRAY (7 OF N� _ - - --- -- Copyright 2022.STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect These drawings and specifications are not to be used on any other project,except by written permission of the Architect PROJECT NO. 2I-AR049 i o : N _ SCALE As Noted DATE II/I0/2022 DRAWN BY RS CHECKED BY RS TITLE ALUMINUM OVERHEAD GARAGE DOORS COLOR: GRAY TRANSLUCENT 'KALWALL' PANELS WITHIN ANODIZED ALUMINUM FRAMES Proposed 3 PROPOSED REAR ELEVATION sate: 1/8' = 1-0' 4 PROPOSED LEFT SIDE ELEVATION Sale: 1/8' = 1'-0' A-2 A-2 Building Elevations RECEIVED SHEET MAY 2 3 2023 A - 2 Sout old Town Planning Board I,PROPOS0 ED SITE PLAN FOR , I ----1'-��..-7-"iK! ,'_1,I _ -- It JM —1 PeI I w 5a&"�A, i-II�''-,"-��l.,c L-I I�I I I-.I�v&—"---I—"��I'1'I1��-'i1�--1� 11�I'1�',�:1?4�-,"1-."pt�f'Mm�""II-'�w'-4"*:"w�--�'or''��,,-",,1,"�g..-,1,""1-.,�4-,,'.,1�'."'''-��-,'" �Mt,1.-'",-g�*'4,_-&,,.,'I,,I,1 I'll_"�'"I�,1t�'.""'"1'o5��1'�1r'I--..'"��",,�;.P1�,��;��'�I-�""'��',',-�-��I-1,"I1-�,-''-,,;,,'��T'--"��-�-�qI,,�--n�,-,'k,"l"I�.1-""��,'I�'1�l-�',�,,,��,�-,'.'-;-,"--"-�',r1,��-.'"�-,'1�--,�.-,-,��--�I-�":'1-I1--I?�"-�,-��1-,,�'"�-i,'I�-9'",��I-,�,.'�11'.,-��1"��.1�,—='�""I 'r,'I.I 11 1:-,cI1."-1�:��1;i�1!1."�"-�,�,-"I.1,I-.��'-,I I�1-',I�:I:�-':1�"I:.- I,.I��,1-',:�1��:�nI�.f,-/1'�I-,�.',"I�"4'�,�.'"","-,'III'�','I�i.',I,�,II�-�'lI,� I"�-,"I1,,I�."-,��"I.,,'I�.�i,I,,�.��I-'-"'�:.II1II'.�i I,-'1I,-,i,::�I-17,'I1i W�'I�'I��--iI'I..:---1�'-II 1-'1��')�--�,'Z 1I-C-�-1'�-'-'--I,--''._.1,-I1�:�--I-,-,1�1::-I"1'-�,-�-"��11-.'1-,-I'"1.�1--""''1 11,��.1-:-'�,',��;,��-��''%:�'�1�I''�II'c-::�I"'-'�-'�l:`�l"�'1-,,-r�I:'11-.-1'''�-'",�II-,,---1 I.��::,�- architecture, p.cSP �II� II I III II II I1 It11ft1 III I II II I. 00000 P.O.BOX 1254 )AMESPORT,NY 11947 ESAdS PHONE(631)779-2832 FAX(63I)779-2833 ER 46770 COUNTY ROAD 48TI NEVI PORK , n y s . 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'A. ..t ,.. s h.-.... ..a ,...., a T r .. ?t' Y..... -- .4r#,w, K_ ,.' .:, 'v`r°1'Yati°W,.'.'.r....5, ..'�tN..,"vi�!x-'pro, - _...>A} h»>,5ih#:FU ,..._ , we - _ SHEET z BIRDS EYE VIEW scale: N.T.S. 3 SECONDARY PERSPECTIVE Scale: N.T.s. RECEIVED END- D- MAY 2 3 2023 I REND - 1 --� Southold Town Planning Board architecture, p.c. P.O.SOX 1254 JAMESPORT,NY 11947 46770 COUNTY48 , ('HONE(631)779-2832 FAX 63I 7 c- ROAD � ) 7�2833 D NEB oil �. �. Proposed Site Plan For.: ^ Peconic t�' Water Sports p n , y 46770 County Road 48 Southold, New York S.C.T.M. I - - - # 000SSS9.I REVISIONS OI 4-I2-2023 REVISED AS PER ARC COMMENTS O - - PLANNING COMMENTS OPLANNING COMMENTS O O S I FRONT PERSPECTIVE S Scale: N.T.S. O END- APPROX. 200 FEET BACK FROM PROPERTY S S O S S 0000 O r SEAL A �t d - { •- s _., F ' » is Nfo- NF Copyright 2022.STROMSKI architecture,p.c.All rights reserved.The Architect resen'es the right to reproduce this Willi ". design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York ` State Education r.. .. Law.These drawingsands specifications are an instrument of service an dare p -a,d are the propertyof the Arch itect. _ - These drawings� specifications- . . b.and are not m be used on an ,.:::. .., ;:a .- .�-�, ,.:_�, ., _. . ': ,,, ,.� a- „ '.,: ocher project,except b written permission ~ �+ Y N4 :..• � F" '^� .,.;, P J } y of the Architect. d„ PROJECT NO. 2T-AR049 SCALE As Noted DATE 1 1/t 0/2022 F. ro DRAWN RY '1'LD/ RS CHECKED RY RS m �..., ITLE a , t r. H i� Proposed fi re: m'. mow: 17 Building yr. Renderings i I., r - z EAST ELEVATION PERSPECTIVE SHEET Scale: N.T.S, RECEIVED PROPOSED SITE PLAN FOR Peconic END- APPROX. 213 FEET FROM MID OF PROPERTY orts 3 WEST ELEVATION PERSPECTIVE Scale: N.T.S. END- APPROX. 82 FEET FROM MID OF PROPERTY I-- MAY 2 3 2023 REND - 2 Southold Town Planning Board i i PROPOSED SITE PLAN FOR S -HAOMSKI' Peconic architecture, p.c. P.O.BOX 1254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(631)779-2833 46770 COUNTY ROAD 48 , SOUTHWatersTorts NEW YORK 7 illl,i Aw� 0 a -: w .. � �06- Ar M ` x .x Proposed Site Plan For: , x Peconic _� � "- Water S : - orts P w i ' ;., a •. knm t! e 46770 County Road 48 Southold, New York S.C.T.M.#I000-55-5-9.I REVISIONS 4ARC-I2-2023 REVISED AS PER : .. O _. COMMENTS - - 2023 REVISED AS PER O PLANNING COMMENTS 3 REVISED AS PER ,r - - O PLANNING COMMENTS k O _ - o .1 O o 0 i WEST PERSPECTIVE Scale: N.T.5. O END- APPROX. 450 FEET FROM PROPERTY O O µ SEAL x w t i Copyright 2022.STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized ' - alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any other project,except by written permission of the Architect. PROJECT NO. 21-AR049 SCALE As Noted DATE 11/10/2022 s, DRAWN BY TLD/ RS CHECKED BY RS TITLE . .. Proposed Building Renderings RECEIVED SHEET Air MAY 2 3 2023 s EAST PERSPECTIVE Scale: N.T.S. Southo ldTown REND - 3 planning Board END- APPROX. 220 FEET FROM PROPERTY PROPOSED SITE PLAN FOR Peconic Waters orts Sl s'� P 46770 COUNTY ROAD 48, SOUTH D, NEW YORK • ; Pccomc rRllr`J Water Sports !� ■�� — — a d 48 ]iUI�,N 1 k R1.c I M.111000_ 5 I ' KLVI.SIOVS o 0 0 0 O nAN PERSP-1- O 8 O 0 0 • i�:, ,: — sev PF MARINE dot - -A TIT- 4l .? propo—d Building Renderings SI IEET �\BIRDS E E VIEW IVE REND-1 K � �,;,, ,y► Pecollic ater ports ♦frr� �� - J.. �-- =� 1 � SHEET - - v a G rQ7 PROPOSED SITE PLAN FOR Peconic Waters orts Sl s'� P 46770 COUNTY ROAD 48, SOUTH D, NEW YORK �M - Peoposei Sae Vla�Loci. tom- 7 PCCOIl1C PECONLC MARINE Water Sports sop J � _ 167,0 a { n 5 ]i ,N 1 k - KLV ISIOVS O,�2t.t it�mt�lill2— — - o 0 0 0 0 �1 iROM��P�TIV�E vwx O O 0 SEAL I TITI�E Building Renderings SI IEET ('T1 EAST ELEVATION PERSPECTIV WEST ELEVATION PE2 PECTIVE REND-2 ` M �' �`° ,.ter: �-`� .a � �'► � � � r �,� p� r a oo l{e PROPOSEDSITEFOR econicWater.C,P "orts "'chwo�wIrLL 46770 COUNTY ROAD 48, SOUTH D, NEW YORK Proposed Site Plan For: Peconic Water Sports PRE-ENGINEERED METAL METAL STANDING METAL SEAM ROOF SHADOW-WAL.L.METAL.VERTICAL P NIN COLOR;COOL SHELL GRAY COLOR:COOL OCEAN BLIN /1/1111 UE% AMES METAL METAL WITH �� 46770 County Road 48 Southold,New York S.C.T.M.#I000-55-5-9.I REVISIONS O U O 0 GLAZING OVERHEAD DWR5 WITHIN STANDING MCT T SEAM RODE 'NICHIHA'F15FR-CFMENT ARCHITECTURAL CLEAR GLAZING WITHIN ANODIZED ALUMINUM GVERHEAD GARAGE DOOR O ANODIZED ALUMINUM FRAMES COLOR COOL SHELL GRAY WALL FANEI.5 COLOR GRAY ALUMINUM FRAMES COLOR GRAT COLOR GRAY PROPOSED FRONT ELEVATION scale:ICE` PROPOSED RIGHT SIDE ELEVATION scale:va°=v-w O Az az O 0 U P, r EERED METAL METAL WITH PRE-ENGINEERED METAL METAL WITH L� STAB-' M�4,SEAM RWF A11 METAL VERTICAL PANELS AN BLUE DON-WALL.METAL VERTICAL PANEL5 l'12ANSLUCENT'KALWAL.L'PANELS WITHIN �. SEAL ' L GRAY 'COLOR:CWL OCE "i �� COLORS COOL OCEAN BLUE ANODIZED ALUMINUM FRAMES E ^ice olJl, �// ✓. EME /Igi, i i i L( / i // r i / �t T. 1 P/Pll TITLE OVERHEAD GARAGE DWR5 COLOR.GRAY Proposed PROPOSED REAR ELEVATION scale: CN,=y o° PROPOSED LEFT SIDE ELEVATION ale va°=v-o° Building A-s A-z Elevations SHEEP A-2 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF TI-IE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINE OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY I5 PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(5-0 d CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. N 400 Ostrander Avenue, Riverhead, New York IIQOI tel. 651."127.2505 fax. 631.727.0144 Odmin®yL,Ungenglneering.com W E __-----__ N 4 4 --- --- �-' Howard K Young, Land Surveyor Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer Robert G. Tast, Architect Robert 5tromskl, Architect 0 1 / NoR�ROP \ ` /// \\\ / 4� ,� SITE DATA 1 1 / / \\ ' TOTAL AREA = 37,123 SQ. FT. LISA DRIVE 1 / z ~ // \�/ S w o \ / ZONING USE DISTRICT = B GENERAL BUSINESS Lij m \ / / 1 , 1 // 1000-55-2-24.2 KEY MAP / , \�\ EX.BLDG SCALE: P=600' 1000-55-2-23 /' ,' / 1 G , EX.BLDG m I \ 1000-55-2-22 1000-55-6-8 100, 1000-55-2-21 E URB-CUT 1 \ t I 1 \ 1000-55-5-12.2 1 ' 1 / EX.BLDG / / 1 00, I W z t I w C� S, EX. 1 I 1 1000-55-6-9 1000-55-2-20 i OC'232O�oj � I BLDG 1 1 1000-55-2-24.4 ' / (t• ,1�' �1 �� I I 111 I 1 W I 1 I cn I EX. BLDG - - - EX. BLDG I LO 1000 55 5 12.1 0° EX.BLDG �� 1000-55-5-ii 11 I m i 1 I I '/ LO EX.CURB-CUT I 200' RADIUS OWNERS � ►I / � Z � I co 1000-55-5-10 I I 1 ---'EX.cuR I 1 1000-55-6-10 1000-55-2-20 1000-55-5-12.1 VILLAGE OF SOUTHOLD LLG KENNETH NORCROSS 2000 HOBART ROAD 2655 BOMSEAU AVENUE SOUTHOLD,NEW YORK 114?I SOUTHOLD,NEW YORK 11471 11 i 1 EX. I 1 (I USE 5M BLD) (I FAMILY RES) 1000-55-2-21 1000-55-5-12.2 II 1 VILLAGE OF SOUTHOLD LLG 75C HOLDINGS LLG 2000 HOBART ROAD 0/0 TOM MaCARTHY - SOUTHOLD,NEA YORK II0171 46520 ROUTE 46 11 p� I 1000-55-5-7 1000-55-5-13 (VACANT 0OMM) SOUTHOLD,NEW YORK 11471 �� t� N EX. BLDG N (RES VACANT LAND) / 1 O -4 1000-55-2-22 ' i p O` 1 _ 2JOES LLG 1000-55-5-15 5161 FIRST STREET JOHN J.QUINN 4 TERESA E.QUINN L31 GREENPORT,NFJN YORK 11,444 2-135 BOISSEAJ AVENUE I (6A5 STATION) SOUTHOLD,NEW YORK 1I4171 000-55-2-23 /�� _ EX. BLDG (1 FAMILY RES) I _ - I I I 11000-55-6-11 1 - IFESTOS LLG 1000-55-5-14 2250 WILSON AVENUE ROBERT 6.BOHN E ROBERT J.BOHN 6: BRONX,NrA YORK 104611 PO BOX 55 I I (I USE SM BLD) PEGONIG,NEA YORK I Ig5t3 / \ (1 FAMILY RES) / 1 \ EX. BLDG 1 '50„W 15p-00 BLDG l000-5s-s--r 581°16 THOMAS J.McCARTHY 1000-55-5-15.2 EX.BLDG I 46520 GR 48 DANIEL Mc6UNN16LE $ DIANE Mc6UNNI6LE a SOUTHOLD,NEW YORK IMI 2555 5015SEAU AVENUE a (I USE SM BLD) SOUTHOLD,NEA YORK IIgTI ° (I FAMILY RES) ' / � EX.CURB-CUT IO 55-5-10 1 -' SOUTHOLD MEDICAL ARTS BLDG 1000-55-5-I'T 1 ,/ ' 1 1 1000-55-6-12 �S CERTIFICATION° C/O SCOTT 5HEREN QUAD ENTERPRISES CO LLG SURVEYOR n51 WHIPPOORWILL LANE PO BOX 6-1 � �- - \ 1 EAST 0006UE,NEA YORK 11442 GIZEENPORT,NEA YORK IIg44 S - 1 (I USE 5M BLD) (VACANT FARMLAND) ' \ 1000-55-5-14 I / \ o MERMAIDS ROCK LLG 211 MONSELL PLACE _ GREENPORT,NEA YORK W144 ® !`! o (I USE SM BI.D) - - - \ / _ _ ✓ Rp; -X.CURB- 'JCUT / �,,\�' `', 04 500' RADIUS OWNERS `\ \ 1 _ _ _ - _ I - IZZ P 1000-55-2-24.4 HOWARD W ERRELL6A5 LP YOUN \ t I W. G,N.Y. S.NO,4 93 ATTN: OPERATING TAX DEPT. ' \ 1 1000-55-6-13 1 LIBERTY PLZ M123 — _ LIBERTY,M1550JRI 64065 i \ 1000-55-5-17 — c:::3 I 1000-55-5-15.1 KIMBERLIE JOBES S DIANE McGUNNIGLE ' \ I ' ' MAP PREPARED FOR s3ouUTHo°wsi Fes+AVENUE 1 YORK 11i1q,1 \ 1000•55-5-16 - �� - - PECONIC WATERSPORTS 2055 HARRY E.SG}+LAGHTER \ EX. BLDG I ' / I at Southold Town o Southold BOISSEAIJ AVENUE 1 a souTHow,NF�^1 PORK IIq?I \\ 1 1 1000-55-5-15.1 f I000-55-6-8 1 PAULA S.GROTEAU 4 MARKIS R.CROTEAU 1 \ ' I I / I Suffolk County, New York 5150 BOISSEAU AVENUE \ 1000-55-5-15.2 / 1 a SOUTHOLD,NEA YORK 114?I 1001 -6-q ' , I / RADIUS MAP 6EOR6E FROM 11 \ o' 4q WOODLAWN AVENUE Z EAST MORICHES,NEW YORK IIg40 0 \ 1 I /I/ I---— Y P 55 Block 05 Lot 9.1 1000-55-6-10 1 \ RECEIVED o VICTOR P192E2 3 AN6F11NA PEREZ \ , COUn1' Tax Ma District 1000 Section / 1 2 1 UT OLD,N AU AVENUE 1 \ -� / I DEC C 2 0 2022 SEPT. 21,2022 � SOUTHOLD,NEw YORK 11411 I - � MAP PREPARED 1000-55-6-I1 HELEN FINNE 1 \ _ - - �UU1 fl0idIU W- n- Record of Revisions 26T OISSEAU 0 B AVENUE 1 _ -- - / 1 \ _ _ I Planning Board G ERA�AMENDWIENTS DATE SOUTHOLD,NEW YORK 114111 \ _ - I / REVISION 1000-55-6-12 \ _ _ _ -� - 1 // t - - - _ _ _ _ _ NOV 0 2022 MICHAEL A.17RLW - PO BOX 3 SOUTHOLD,NEA YORK IMI \ 1000-55-6-13 JOHN R.SIMGIK 10520 MAIN ROAD EAST MARION,NEW YORK II0301 \ I \ �i� 1000-55-5-16 I 1 60 0 30 60 120 180 J _ _ Scale: 1" = 60' a JOB NO.2022-0135 I I DWG.2022_0135_radiu!_map 1 OF 1 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)Q CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 4" BULK SCHEDULE OF DIMENSIONAL REGULATIONS PLANTING 50HEDULE ou"�m,np o oun un�d-!r n 400 Ostrander Avenue, Riverhead, Ne(GENERAL BUSINESS) New York IIQ01 tei, 631.727.2303 fax. (531.727.0144 MINIMUM TREES odmin®youngengineering.com PRINCIPAL REQUIREMENTS PLAN QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT 4m 4 � 8"4) GALV. STEEL PIPE. LOT SIZE 30,000 S.F. 37,123 S.F. 2 LS LIQUIDAMBAR STYRAFACIFLUA SWEET GUM 4"CAL B&B �'J } •J 1 FILL W/GONGRETE LOT WIDTH 150' 150' 5 R UERCUS RUBRA NORTHERN RED OAK 4"CAL B&B Howard W. Young, Land Surveyor N LOT DEPTH 150' 247' Q Q Thomas C. Wol ert, Professional Engineer 47 TO THUJA OCCIDENTALIS EMERALD GREEN ARBORVITAE 5'-6' HT. B&B Dou los E. Adams Professional Engineer FRONT YARD VARIABLE 65.1' g , g SIDE YARD 25' 25.5' SHRUBS Robert G. Tost, Architect BOTH SIDE YARDS 50' 71.9' Robert Stromskl, Architect 11 E _ REAR YARD 35' 65.4' QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT a BUILDING -__-__-_== LANDSCAPED AREA 35% 37.4% 13 BS BUXUS SEMPERVIRENS 'SVFFRUTICOSA' DWARF OLD ENGLISH BOXWOOD 7 GAL CONT oRMR0 4 HN HYDRANGEA MACROPHYLLA"NIKKO BLUE" BLUE HYDRANGEA 5 GAL CONT SITE DATA MAXIMUM 10 HIS HIBISCUS SYRIACUS 'DIANA' DIANA ROSE OF SHARON 5 GAL CONT 00 r LISA DRIVE 4i 3 PERMITTED o \ PRINCIPAL DIMENSIONS PLAN 9 JD JUNIPERUS DAVURICA 'EXPANSA' PARSONI JUNIPER 5 GAL CONT TOTAL AREA = 37,123 SQ. FT. 7 18 TM TAXUS x MEDIA 'HICKSII' HICKS YEW 4'-5' HT. CONT uZ, LOT COVERAGE 30% 20.3% BUILDING HEIGHT 35' <35' ZONING USE DISTRICT = B(GENERAL BUSINESS) CORNER GUARD PLAN FLOWERS =NAVE) 1988 W NUMBER OF STORIES 2 2 SIZE ROOT H SYMBOL TYPE VERTICAL DATUM ( ) 0 PF PERENNIAL FLOWERS AS SELECTED BY THE OWNER 5 GAL CONT FRONT YARD TABLE GAPPED W/CONC. mmgjoun GRASSES & GROUND COVED PARKING CALCULATION CROWN TO SHED SCTM# FRONT YARD Ana WATER SYMBOL SEED MIX SEED RATE 1000-55-5-7 62.6' PARKING REQUIRED LEM LOFT'S ECOLOGY MIXTURE 4 LBS.PER 1,000 SQUARE FEET BOAT REPAIR&SALES: 2,744 SF @ 1 STALL/250 SF =11 STALLS 1000-55-5-10 67.5' - KEY MAP WO GALV, STEEL PIPE. - AVERAGE FRONT YARD- 62.6' +67.5' /2=65.1' IRRIGATION STORAGE:7,589 SF @ 1 STALL/1,000 SF =8 STALLS FILL W/GONGRETE TOTAL PARKING REQUIRED =19 STALLS SCALE:V=600' `t AUTOMATIC UNDERGROUND SPRINKLER SYSTEMS WITH RAIN SENSORS SHALL BE PROVIDED FOR ALL PROPOSED PLANTINGS AND LANDSCAPED AREAS. PARKING PROVIDED ASPHALT&STONEBLEND PARKING =19 STALLS GROWN TO SHED WATER AT \ \� SECTION 280-48: USE REGULATIONS ,. un��outtp °N PQ�Pti� qR (12)PUBLIC GARAGES,GASOLINE SERVICE STATIONS,NEW AND USED MOTOR 18"� GONG. f OOTING OONOR�O�'� /•;' VEHICLE LOTS,VEHICLE SALES AND RENTAL,INCLUDING THE SALE OF RECREATION VEHICLES AND TRAILERS AND BOAT SALES,WITH ACCESSORY REPAIR FACILITIES,ALL SUBJECT TO THE FOLLOWING REQUIREMENTS: a)ENTRANCE AND EXIT DRIVEWAYS SHALL HAVE AN UNRESTRICTED WIDTH A 22 l W � E OF NOT LESS THAN 12 FEET AND NOT MORE THAN 30 FEET AND SHALL BE O f` LOCATED NOT LESS THAN 10 FEET FROM ANY PROPERTY LINE AND SHALL BE 50 LAID OUT AS TO AVOID THE NECESSITY OF ANY VEHICLE BACKING OUT ACROSS ANY PUBLIC RIGHT-OF-WAY. ELEVATION �Pg� ' ;!.qR /4U` : 5 b)SALE OF USED VEHICLES OR BOATS SHALL BE CONDUCTED ONLY AS �O ACCESSORY TO THE SALE OF NEW VEHICLES OR BOATS. y� i';•� ASPHALT + PLANT CENTER c VEHICLE LIFTS OR PITS,DISMANTLED AUTOMOBILES,BOATS AND QR°N qR / ,'i `' �� ;'; VEHICLES AND ALL PARTS OR SUPPLIES SHALL BE LOCATED WITHIN A BOLLARD DETAILS fi�P �`/i,; `� ' �'. / S BUILDING. NGR� PSN %/' a2';': %i; %,.. O + �+- PLANT ROW d ALL SERVICE OR REPAIR OF MOTOR VEHICLES,OTHER THAN SUCH MINOR NITS G�RE11` 1 '"jf`/% ;i' i'' MOUNTABLE ) E�'"`` '` / � .' CONCRETE CURE TYPICAL ON CENTER SPACING A5 SERVICING AS CHANGE OF TIRES OR SALE OF GASOLINE OR OIL,SHALL BE LIGHTING FIXTURE SCHEDULE 32� ,� ' �:'i O O LABELED ON PLANTING PLAN CONDUCTED IN BUILDING. Z / //� 6 / e)THE STORAGE OF GASOLINE OR FLAMMABLE OILS IN BULK SHALL BE SYMBOL DESCRIPTION TYPE HGT. LUMENS L.L.F. C.C.T. QTY. LOCATED FULLY UNDERGROUND AND NOT LESS THAN 35 FEET FROM ANY PLAN-SHRUB SPACING PROPERTY LINE OTHER THAN THE STREET LINE. 40 WATT LED SLIM WALL PACK MFG.BY LSI INDUSTRIES INC. ;;% ' i %a`n,:' '/ ; i f)NO GASOLINE'OR FUEL PUMPS OR TANKS SHALL BE LOCATED LESS THAN 15 CAT.NO.WPSLS-LED-4L-UNV-DIM-30-PC120-" WALL 15' 3,712 1.0 3000 K 6 '" ! // '`% ' S-�5 PLANT SET AT ORIGINAL FEET FROM ANY STREET OR PROPERTY LINE. / ;''', ' �! 022' o PLANTING DEPTH NO GASOLINE SERVICE OR REPAIR SHOPS OR SIMILAR BUSINESSES ARE TO 'i! /•', '` '' o o BE LOCATED WITHIN 300 FEET OF A CHURCH,PUBLIC SCHOOL,LIBRARY, OR APPROVED EQUAL ! 0 9) * COLOR SELECTED BY OWNER 5 n, `Z , /" - P ti^Mtlt.7v"d�• Y,w, '?c,4�a4-3" DEEP SHREDDED BARK MULCH HOSPITAL,ORPHANAGE OR REST HOME. Ln 2 p N -PLANTING BAGKFILL 15' oMOUNTABLE WHERE SHRUBS ARE PLANTED IN MA55 / q-TM OCT �� CONCRETE �.'I p O CL EXCAVATE ENTIRE PLANTING BED FOOTCANDLE STATISTICS - ASPH CURB �� C7 0 N-1- SECTION • �. I Z J o -• o MIN. MAX. AVG. w - -+, MOUNTABLE TYPICAL MA55 PLANTING LAYOUT 0.0 3.6 0.80 5 HS CONCRETE 2 5•TALLS e 25.5' �n--� La NT5 .�'.' CURE g�a, 9' r' `- • • �' ;i 16'orlD 4,0.0' 3-BS } U� NOTES: O PD 1.5 JD 7D 6- REMOVE ALL PLASTIC 4 WIRE TA65 9. ' %`,' f' p�q � �/ 6o PF n * REMOVE ALL PLASTIC CORDS FROM a r TREE BALL IFPRESENT Noy i PF ' END '' * IN GROUPINGS OF SHRUBS, EXCAVATE .: CONCRE AND BAGKFILL ENTIRE SHRUB BED AREA + + + + + + + + _NN �' ' :'`% ' � "�`-� 20 ' b� CURB '` 'j''• gEGING L w/PREPARED BAGKFILL MIXTURES. Hi 0,01 0.00 0.00 0.01 0.0 0.01 0.01 /i: g i� ' `RbO : vER �'.- MOUNTAB E + + + + + + + + + + + ' A ONCRET CUR 3" DEEP SHREDDED BARK MULCH 0,01 0,00 0,01 '01 0.01 0.02 0,02 0,03 0,04 ,04 0,05 0,04 � I 38.1' + + + + + + + + + + + 1 V 5'i I A6.5' `,' Q _ - PLANTING A K Ol 0,02 0,04 0,06 0,10 0,12 0,1 0,1 0,19 0,16 014 , �" d B G FILL MIXTURE i' 0,01 03 0,04 0,0 0,13 0,18 0,32 0,33 0,37 0,42 0,36 0,32 0,18 a + + + + + + + + + + + + + + ,' J ;� ' I 10_g5 0 0.01 0, 4 0,13 0.18 0,26 0.36 0.45 0,56 0]3 0,73 0.63 0,57 0,46 0.14 , M Ep + + + + + + + + + + + + + + '/ ``LE 1 0,02 0,0 0.15 0,32 0,49 0.82 1.08 1.09 1.11 1.17 1.03 0.98 0.54 0.11 % ' PR0Q05 E5 & '`` " TYPICAL SHRUB PLANTING ,',f" ':'' ,'. ,'; ' ROATSAL ''LEM' ' NT5 + + + + + + + + + + + + + + s , i '� 22' ©RAGE BUILDING ' --- RECEIVED�0.01 0,05 0.19 0.36 0�,6_ 113 2.32 .51 318 1,98 1.54 0 0,11 5N ;'''�''. T ;ir' DEC 0 2022 + + + + + + + ' '` I . � SURVEYORS CERTIFICATION In 0.02 0.03 0.05 0,21 0.44 63 ,0 313 "', f' o ;i' ''i, ' I BEGIN - 5outiiold town N + + + + + + + + i%'` CONCRE i Planning Bo 0.13 0.11 0,11 0.21 0.44 77[IF _� _� s ;/; ;% , ,A AL Re o, nni and + + + + + + i ROOF OVER i 0 0 3-1D i SPH T CU / 00 - M 0,18 0,32 0,45 0,53 OJ4 o N 19-7 SONEBLEND -' `�' NOTES: + + + + + REMOVE ALL PLASTIC AND WIRE TAG5. N 0.19 0,39 0,64 115 1,67 °N ER d o c ...+�, CMF G s HEAD o r+" * REMOVE ALL NON-DECOMPO5IBLE CORDS `�' , �51', )G�, , H N n '1 AND BURLAP FROM THE ROOT BALL, IF 0,20 0.47 0,64 1,20 2 23 W q I N `0 PRESENT. ,-,' PROPOSED 2 STORY i 'I� .� ( * DO NOT OUT BURLAP FROM SIDES + + + + + 3,14 -� Ir 16'oHD OF THE R ( is 0.18 0,50 0.80 08 2.70 BOAT SALES& ,�' �8.i' i o ROOT BALL. <. -�- , � * SET TOP OF ROOT BALL I" ABOVE + + + + + STORAGE BUILDING ---~�� 23 _f d la 40 WATT LED SLIM WALL PACK 19' Rr 2 c� "g r __ 0.17 0,57 0,93 1,34 2,36 2.27 MFG. T LSI INDUSTRIES INC. i FINISHED GRADE. ''� HOWARD W.YOUNG,N.4L.S.NO. 893 1 i, 7 t� * REMOVE ALL ACCUMULATED SOIL OR r }tv + + + GAT. NO. WPSLS-LED-4L-UNV- -- , p�_ �'`{, MULCH FROM THE ROOT GROWN AREA. 'Y;I 0.17 0,62 1,00 1,97 DIM-30-PC120-*, OR APPROVED EQUAL N TAB E ' A 0 1'?�. COLOR SELECTED BY OWNER p M°UN T�CURB w STONEBLEND 1`. REMOVE ALL WIRE BASKETS FROM 0.20 0 57 0,92 1,46 21g 213 p CONCRE i BOLLARDS Q" �' . ,� r ROOT BALL, IF PRESENT DECIDUOUS TREE MAP PREPARED FOR + + + + + j'' j 0.19 .18 1.76 2,52 ' _ ------ �- ' STALLS ;Z m` _ f., PECONIC WATERSPORTS C HOSE PROTECTOR + + + + + 2,99 , 10 s E 0,12 0 4 -�,?�93 1,64 1--s'--1 Gn " p F ►,,� ( WAY) 2"x2" STAKE 3 at Southold, Town of Southold 1 - x.._' -2 STRANDS NO. I2 GALV. PLIABLE Suffolk County, New York 0,09 C�--9,�7-fl,79 1,38 2.50 2,67 2.73 3,06 2,31 2,67 2,73 3,06 ,14 1,44 0.50 0.09 _ ; ' `4r' Nj i ,C� STEEL WIRE (TWIST TO TIGHTEN) ' _---___ `' + + + + + + + + + + + + + + + + + 0,08 0. HO 1,04 2,04 2.50 2,43 2.83 2.84 3.11 2.56 2.03 ,46 1.10 0.64 0.16 N -. '``- LANDSCAp r EVERGREEN TREE E, LIGHTING & ALIGNMENT PLAN + + + + + + + + + + + + + + + t 0,04 0.18 .33 0, 0,8 1,1 1, 5 1,49 .58 ,83 1,68 1.66 1,35 ,88 0.63 0,41 0.19 MULCH TO BE KEPT AWAY FROM TREE TRUNK County Tax 1 � + + + + + + + + + + + + + 8�M �'3UNTA$L>:' - , ty Map District 000 Section 55 Block 05 Lot 9.1 CUB f' v l '��. o + + ' ','/` :. '"' ��"'` i '/�i CRETE ' i a'u, '/ SHREDDED BARK MULCH o 3" DEPTH 0,03 0,10 0,2 0,34 0,3 0, 0, 4 0,74 .03 ,23 109 1.09 1.02 0,80 0,49 0.29 0.14 /"/ C°N SOIL 5UAGER TOP "ULGH MAP PREPARED + + + + + + + + + + + + + + + ' r!' 'i. %.f ', i,, AUG.09,2022 0,02 0,07 0.14 0,10 0,43 0,30 0,21 0,13 •�, , ij j ; / �/ ;;. TONS` f: i IPF r + + + + + + + + + + + + + + + + + FIN. GR. ` �,. - - Record of Revisions ; ,', ' ROOT BALL SCARIFY ALL SIDES OF PLANT PIT 0,01 0,04 0,03 0,03 0,13 0,22 0,26 0,30 0,36 0,33 0 33 0,30 018 0,13 0,11 0 06 0,04 *' `% ' ' ' ``' ' " a REVISION WALL MOUNTED LIGHT '';� ;�j i '/F' Q' d w - PLANTING BAGKFILL MIXTURE + + + + + + + + + + + + + + + + + ji•_' i 150.0 mQ - DATE ' � _ GENERAL NOV 10 2022 0,01 0.01 0,01 0,03 0.09 0.08 0,11 0,12 0.10 0,08 0.07 0.04 0,03 0,03 0.02 0,01 0.01 N.T.S. I =i I GENERAL DEC 12 2022 - l DO NOT EXCAVATE LOWER THAN i� or form BALL MIA. BALL DEPTH. now Ro ert G. BALL DIA. X 2 or{ormerl o ��G t� Robert 5 ohn Bohn' Bohn now rases Bohn&Carol Ann 20 0 10 20 40 60 LIGHTING PLAN use R-$ "- Qu°dZorin9 useR g0 I Z°Wing TYPICAL TREE PLANTING Scale: 1" = 20' SCALE:1 =30 , NT5 I JOB NO. 2022-0135 DWG.2022_0135_sp2 1 OF 2 SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 2 DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY L.INESOR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO SEA VALID TRUE COPY.(4)CERTIFICATION INDICATED (2)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION ED SE ON ( ) HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. NOTES 400 Ostrander Avenue, Riverhead, New York 114101 SWEET AIR VENT GAP I. THE OWTS SHALL BE MODEL GEN-5 MANUFACTURED BY FUJIGLEAN USA. N tel. 631,'i min@ ou fax. (651.721.0144arinr-om " admin@youngengineering.com MFG BY TUF-TITS (3' MIN FROM ANY 2. THE DESIGN ENGINEER, FUJIGLEAN USA REPRESENTATIVE, AND 5GDH5 � j� DOOR OR WINDOW) REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OWTS AND }1 LEACHING SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BACKFILL. 15' 8' 4" PVC, @ 4° PVC 3. THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT �/ �� • Howard W. Young'Land Surveyor 2.00go MIN. RISERS it COVERS 1.00% MIN. SUPERVISION OF A FUJIGLEAN USA REPRESENTATIVE. / Thomas G. . Adams, Professional Engineer Douglas E. Adams, Professional Engineer WITH SAFETY LIDS HEAVY DUTY AND 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE E � � � �lJ Robert G. Tast, Architect 2 STORY z MFG BY TUF-TITS OR LOCKING CAST IRON PRECAST MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO / r Robert Stromski, Architect BUILDING APPROVED EQUAL COVER TO GRADE TOP SLAB THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES (5GDH5) PRIOR 40.42 40.07 FFEL=40.50 °r° OR DOME TO APPROVAL OF THE I/A OWTS REGISTRATION BY THE SCDHS IN ' 40.0 "'�• , RIM=40.25 40.0 RIM=3a.80 ACCORDANCE WITH ARTICLE lcl OF THE SUFFOLK COUNTY SANITARY GORE. Al ON 40.46 40.09 Q 40,05 5. ARCHITECT TO VERIFY FINISHED FLOOR ELEVATION(5). ONC��O��PS� 401� N 40.47 HEALTH DEPARTMENT USE AIR LINE--� / G 40.33 AA 40.00 \3" VENT IE=36.08 IE=36.00 HOLE CONNECT 3" PVC VENT LINE IE=36.25 /s�/ 0 AO 39.99 of 4 05 ` TO VENT HOLE IN OWST SEE DETAIL FOR � i 3s 9+ ', / AO-q 40 g0 OWTS COMPONENTS '``( ` ��G✓ \ i 40.67 PROVIDE GLEAN OUT AT �Pe 40.40 FACE OF BUILDING AIR LINE TO BLOWER ��ZI.r1P RoN 40.st i T38.800 CAST IRON FRAME COVER 4o.t3 i/ a5� ��/ ASPHAL � GAMPBELL FOUNDRY, PAT. NO. 500 GAL. I/A OWTS �� G1 ��PP S 88SgS 340'7 OR APPROVED EQUAL. MDL. GEN-5 MFG. BY FUJIGLEAN USA ,fi5 ONGR PzN / 40.2/ 2 4fl•55 /�- �� G R�� '� 40 30 MOUNTABLE B tt Y 8 8 >v CO Gj 0 40.15 CON CRE BOT=28.00 �'� 39.89 / .2 39.75 39.90 INGFIELD#1 EP 00000gg 4000 P51 PRECAST CONCRETE 10 11 39.5 / i CB#loss 39.50 US 3,OLS 0 DIA X 7 DE 080 0 \,,-BOX M OR APPROVED EQUAL. .98 ATE=39 5 , GR IE=35 04 39.78 I' SANITARY LEACHING POOL 3s.s � HYDRAULIC PROFILE 338 SFSWA 39.88 ''TS _� DRAINAGE PIPE 39.76 40 44 g0.15 {) i) 8 4' 8 u 39.46 r* 90� y 40.53 �" 0 4000 P51 PRECAST CONCRETE a4 l 39.88 40.28 a• It c TRAFFIC BEARING TOP 5LA5 39.59 0 43 •, r ,.� A5 MFG. BY SUFFOLK CEMENT SANITARY DESIGN CRITERIA CALCULATIONS TEST HOLE DATA 39 3 IBUTARy 1.�0 ��, TABLE o 0.18 MOON d�I p OR APPROVED EQUAL. n 40.19 .' BOUNDARY , .. :. CONCRE� o� 0 dJ SEWAGE DESIGN CRITERIA McDONALD GEOSCIENCE 39 83 'p,� Y 39.94 ASPHALT i- 11 00F CURB Z n O N � DRAINAGE DESIGN CRITERIA & CALCULATIONS 11/15/22 F r1 t b R Cn N ty �26 : GROUNDWATER MANAGEMENT ZOINE =III(300 GPD/AC) WATER f FE 4070 DRAIN 4090 �• (' WATER SUPPLY =PUBLIC 0.0' R \ TA LE ` 40.to ("� MIXED ETE OUN / g0,90 40 40 p La o 4000 P51 PRECAST CONCRETE V=A R C ALLOWABLE DENSITY=0.8522 AC @ 300 GPD/AC=257 GPD = 300 GPD MIN. �oAM M g;.a COHERE Lp D 40.50 q0�0 tst *�, a 3 BOX AS MFG. BY SUFFOLK A=AREA OF TRIBUTARY(S.F.) DENSITY CALCULATION BROWN 10 POSED \ CURB PROPOSEI_•ARy 4000 :�' 16=pND--'I 0 N `" tOS CEMENT OR APPROVED EQUAL. R=RAINFALL(FT.) 40.9 .� ua C=COEFFICIENT OF RUNOFF SILT pROP05 IC 3s.s2+ � � `� 40. 0 � SANS �� `"16'DHD 40.0' 65 �. RETAIL: 3,015 SF @ 0.03 GPD/SF =90 GPD (ML) ELE 39. Sy 1'- 40. a Q DRAINAGE PIPE Z.0' SER�CE b �; +38.18 w �' NOTE STORAGE: 6,605 SF @ 0.04 GPD/SF = 198 GPD YELLOWISH I 39.75 W' o TOTAL DENSITY = 288 GPD FINE SED 39.50 0 0 30 T HIGHEST EXPECTED GROUND WATER EL=7.0. SAND pROPO w 403 030 "' 15 N 4000 P51 PRECAST CONCRETE (SP) WAR r' TS 40.3 ' F' s 41. r BOTTOM SLAB Yy/ SUMP AS ALL CONNECTING DRAINAGE PIPES ARE 15"DIAMETER HOPE. DESIGN CALCULATION PALE BROWN 14.0' SERVICE '� OW _ t 40.65 :y r CONCRETEMFG. BY SUFFOLK CEMENT OR RETAIL: 3,015 SF @ 0.03 GPD/SF =90 GPD FINE TO m VENT --�i,., �� 20- s7t"' CURB SEEING APPROVED EQUAL. COARSE (ROL j' R6pVE)t,,:, " -1 i',: MOUNTABLE STORAGE:6,605 SF @ 0.04 GPD/SF = 198 GPD SAND I CON gNEL ,, ,� t CONCRETE CURB TRIBUTARY AREA#1=10,354 SF (5� g#21 �� p ffi. 2' REQUIRED VOLUME TOTAL PROPOSED HYDRAULIC LOAD = 288 GPD 17.0' C F OWER 38.1, -I GRA -3930 Bltt -- ASPHALT/CONC.: 5,759 S.F.x 2/12 x 1.0 =960 C.F. NO WATER IE^3530 \ rl ��\ ROOF: 2,600 S.F.x 2/12 x 1.0 =433 C.F. SYSTEM DESIGN ENCOUNTERED \E� / NOTE: LAWN: 1,995 S.F.x 2/12 x 0.10 = 33 C.F. REQUIRED OWTS CAPACITY = 288 GPD Z h�F I - _ I.WALL REINFORCEMENT WILL NOT BE REQUIRED TO A DEPTH OF 9'-O". TOTAL REQUIRED = 1,426 C.F. O 1 .. 1 - "---38------ PROVIDED OWTS CAPACITY = 500 GPD 0% +1� \ - r 2.DEPTHS GREATER THAN 9'-O"SHALL HAVE WIRE FASRIG CONCRETE 1 +37.s4 0 PROVIDED VOLUME REINFORCEMENT 9"xI2",1 AND 2 MIN.VERTICAL WIRES-12"O.G.,1/2'MIN.COVER LEACHING REQUIRED= 288 GPD/1.5 GPD/SF =192 SFSWA �! r q R USE:LEACHING FIELD#1 NOTE: ALL CONDUITS BETWEEN PANEL AND +38.48 LEACHING PROVIDED=10' DIA.x 8' DEEP POOL =338 SFSWA TREATMENT TANK MUST BE SEALED TO PREVENT O bll ROOF POSED 2 STOR (3)POOLS 10' DIA.x 7' DEEP = 1,437 C.F. GAS LEAKAGE INTO PANEL. `; DRAIN N PRO LE5 & 1 CATCH 0A51N 2' x 4' FLUSH GRATE T 5A TRIBUTARY AREA#2=5,208 SF p BOAT DI G � +3 . 7 FOR WIFI COMMUNICATION DEVICE; +3s.7s a RAGEL1Ii- \ ¢ , y NT5 REQUIRED VOLUME USE ALARM/CON ITROL PANEL MDL 1045040 cq0 o ST ' CONTROLLER "G' MFG BY 5JE RHOMBUS CNZor FIELDEEp r 40 40 1 ,� r" \J TR UND R a= ASPHALT%ONC.X2 951 S.F.x 2/12 x 1.0 =492 C.F. USE..LEA A•x 6' A02 00 FFEL-=40.50 BO METER ALARM/CONTROL C2,pOOL510 DI 39 70 "` BEGIN ~�`; N LAWN:TOTAL 733 S.F.x 2/12 x 0.10 =IZ C.F. INCOMING SERVICE PANEL MDL#1041a'12 - CONCRE TOTAL REQUIRED =758 C.F. CONTROLLER "A" -1 z ��~' gSpHgLT CURB / a` PROVIDED VOLUME MFG BY 5JE RHOMBUS o o � N ,, ¢ EXT,SJJNG 2 can _ _ USE:LEACHING FIELD#2 DEDICATED �5 I;15 AMP BREAKER O CONTROL PANEL MOUNTED o a o 15 `' -� STONEBLENO STORY BUILDING / - (2)POOLS 10' DIA.x b' DEEP = 821 C.F. N 4"x4" PRE55URE '3 40. TO gE REM - TREATED WOOD P05TS u z 39.90 CONEAb� _ _ 0 37 92 r' >; TRIBUTARY AREA#3=9,864 SF ER .- S __ - RE UIRED VOLUME 120V AC, 10, 60HZ, 15 AMP POWER SUPPLY c 7i 00 H o / -- ----- �-' - ----- ---- tn (i 40. �-, _ _ _L-----+39.37 I !' _ Q #12-2 AWG WITH GND IN I PVC, CONDUIT N n c0 75 v -� _ 1 MAIN P -s 39• 37.99 , __1____- FFL I ROOF: 3,124 S.F.x 2/12 x 1.0 = 521 C.F. SERVICE INSULATED 16'DHD II DRAINAGE ASPHALT/GONG,: 205 S.F.x 2/12 x 1.0 =34 C.F. r PIPE STONEBLEND:6,535 S.F.x Z/12 x 0.60 =654 C.F. PANEL ELEG. CONDUIT AIR WEATHER -< �.� --- 1 16'DHD I ct R FG. BLOWER RE515TANT 0 40 78`1 t�- `` i o OATS WIRING PE M M BLOWER 1>,_ � - - 40p �i TOTAL REQUIRED = 1,209 C.F. 1 `-� PROVIDED VOLUME HARDWIRE i ENGL05URE 39•a8 39 48 /� i D#3 CAST IRON FRAME r# COVER 39.63 Eq HING FIEL , DEEP O 2 I o�c GAMPBELL FOUNDRY, PAT. NO. USE:LEACHING FIELD#3 LI FIN. GRADE USE'i� � X 5 Orr I Y N BLE L510, DIA. I �• o IOOZG OR APPROVED EQUAL (4)POOLS 10' DIA.x 5' DEEP = 1,368 C.F. ELEGTRIG SUPPLY �o MOUNT TE CURB (4y¢OO I STONE Boa 1 N 37.as+ ON INSPECTION POOL ONLY. `TO BLOWER "o COS BOLLARDS a I ; Ii 39.69 _-- - _-F37.22 H c o t0 to 3 PRECAST CONCRETE TO FUJIGLEAN ''� 55 p 1 \I 1 FFL - \ p 1 N TRAFFIC BEARING SLAB A5 GROUND 5JE RHOMBUS MAGIOOR FUJIGLEAN - 39• r p _+ A CONTROL AIR BLOWER AERATOR OWTS SPLICE BOX 39.30 2 38.20 � o0 0 AIR LINE TO 397o CP `�. - - Z O MFG. BY SUFFOLK CEMENT PANEL ELEGTRIGAL SUPPLY FUJIGLEAN OWTS 3945 } 39•12 �`\ �-, ;3 «Q % C 1 OR APPROVED EQUAL. �> 39 � rJ J _ 1 ELECTRICAL ONE DIAGRAM CONTROL PANEL 4 $LOWER ::. " - +37.46 mA'� 31 e ' -n 6• _ SCALE: NT5 \ M 1 Al3407 , 70 T SURVEYORS CERTIFICATION a tye IE^ 1 ` onnA el pmn, �1 +37.64 3g.32 -1/2' VENTILATION PIPE of B CHAMBER Volume(gal) @� 39 2 ��. y.. 3g 07 11 N SCUM BAFFLE1 Sedimentation Chamber 277 3g 7 M'•-� - -� Q2 Anaerobic Filtration Chamber 278 �\,ROUT AROUND -10 -7 -s ® Aerobic Contact Filtration Chamber 127 �re,��' i � MOUN TE CURB ENTIRE PIPE "© �j. \ _ - ECIRCULATION Storage Chamber 63 .� �� CONCR BUFFERt- ! AIR LIFT PUMP � Disinfection Chamber 4 �ON o © ISINFECTION Total Volume 749 IPF PRECAST CONCRETE (� N CYLINDER (OPTIONAL) 35.75 DRAIN RINGS A5 MFG. - ' OUTLET PIPE WDF to Q BY SUFFOLK CEMENT 4' INLET PIP SPECIFICATIONS OR APPROVED EQUAL. a jA Anaerobic Media PP/PE Filling Rate 32% 1><j0 Q0 ❑® f'y�/p�/4„/(..,(/��• 1 ` 4 "M1 �y/F' � 4'-Uft 1 / I¢ Board Type Aerobic Media PVC/PP/PE Filling Rate ]6% u ❑❑ t. "- .� �. //f 581 16 50 HOWARD W.YOUNG,N.Y. . .S.NO.4 93 Aerobic Media PP/PE Filling Rate 57/o o __-•- Blower 2.8 cfm '--EFFLUENT ® AIR LIFT PUMP 'rank FRP CMF INLET BAFF Piping PVC/PP/PE �/ 36.68 T Access Covers Plastic/Cast Iron /- - ' nOW Or f OrmeRob G. N Disinfectant(Optional) Chlorine Tablets / merly 1 Obert �Ohn 501 , n gp n RECIRCULATION PIPE LOW BAFFLE /2' AIR INTAKE GW EL MAP PREPARED FOR (CLEANING OPENING) / nOW or for e5 Co LAC 1 R Sohn&CO.ro1 An 80 FLOW OPENING (TYP. B _ i" � dEn�erprteR,gO ' Zoningu$eR- LEACHING POOLRECEIVEDPECONIC 1JVATERSPORTS PLAN VIEW Qun Ion�n9 je NT5 --- - - - -DISINFECTION 4' MANHOLE 0 18' MANHOLE (TYP 18' MANHOLE (TYP)-� 24' MANHOLE (TYP CYLINDER (OPTIONAL) ► DEC 2 ® 2022 at Southold, Town of Southold \ ------ Suffolk County, New York N LOW OPENING ' South�0id..i own 6i Board 1'-02' OARD TYPE ' FIN. &BADE 2„ N GRADING & DRAINAGE & UTILITY PLAN tJ - CONTACT MEDIA I-I/2" WEARING COURSE I R N PAVEMENT a - r SURFACE 2-I/2" BINDER COURSE 2" STONE BLEND PIN. GRADE County Tax Map District 1000 Section 55 Block 05 Lot 9.1 o © CONCRETE HEADER o PAVEMENT i IR MAP PREPARED AUG.09,2022 a T 24" + SURFACE g T 5'-5' ECIRCULATION 5'-5• I - °� Record of Revisions © ASSEMBLY �► REVISION DATE GENERAL NOV.10 2022 4'-4 4,_3 4'-2 ASPHALT °, ' a STONEBLEND = GENERAL DEC.12 2022 PAVEMENT e PAVEMENT ! c0 MOUNTABLE CONCRETE E Q T �% D `r CURB 4000 P51 EXPANSION ` n ' EROBIC MEDIA b"x 6" WIRE MESH ° '' p ` %L JOINTS 20' O.G. REINFORCEMENT o R CONCRETE CURB 4000 PSI ERATION ASSEMBLYVb" EXPANSION JOINTS 20' O.G.REGYGLED CONCRETE 6"STABILIZED `'i•- RECYCLED CONCRETE .- ff 7b i BASE COURSE SOIL BASE BASE COURSE W SECTION A-A VIEW SECTION B-B VIEW r;!� 6" STABILIZED SOIL 5,48E --8°---I 0 6 STABILIZED SOIL BASE 20 0 10 20 40 60 m I/A OWTS MDL. GEN-5 MFG. BY FUJIGLEAN USA ASPHALT PAVEMENT SECTION CONCRETE HEADER STONE BLEND PAVEMENT SECTION CONCRETE CURB MOUNTABLE CONCRETE CURB Scale: P = 20' NT5 NTS NT5 N75 D08 2 DWG..2022_9135135 0135_sp2 2 OF 2 ry �. 1.00011 i !� I N 11 S TR_0 "MS E1 ACharchitecture, p.c. ILI �0.� P.O.BOX I254 J AMFSPORT NY 11947 t PHONE(63I)779-2832 FAX(63I)779-2833 46770 COUNTY JR` OAD 48 , SOUTHULD , YOR" K DEC 0 6 2022 13UILD{NG DEPT. TE7V4►N OF.�01 140L!l V-1' - - - - - - - - - - - - - - _ - ----- - --- _� ----- ____ --- - - --- ----__ --- - - --- ---- - - - - - - - - -� - - -— -____-_ ___ _ - - - _--__ __--- - -_ ___ - _ __-- - _ - ------------------------------------- � Proposed Site Plan For: I I I I I I I I V-1' T I i I I Peconic I I I I I I Water Sports I I I � I I I I I I I I I 1 I ; - I I I I I I I i I I I i I I I I I I I ! I - - - - - - - - - -------------------------------------------- - - INE-_OF STORAGE AREA ABOVE- -- - - - - - - - - - ______-__-__-__-___ ______I 2' NIGN.STEEL PIPE_GUARDRAIL------------------------------------------- --- -------------------I -------------------------------- - - - - - ,--- - - - - - - -------- ------ ----- 46770 County Road 48 MARINE STORAGE AREA (I5T FLOOR) ; Southold, New York 4,503 SQUARE FEET I I S.C.T.M.##I000-55-5-9.I I � I � IREVISIONS I ; I � MARINE STORAGE AREA (2ND FLOORS D =a 3,086 SQUARE FEET 0 I I I I I I 0 I i I I i 0 I I I I { I I I 0 I i I I ' I I I - - - - - - �- - - - - - - -— - - - - - - - - - - - - - - - - ------------- ---- -- - - - --------- - - - ---- - - - ------ - - - - ------ - - - - - ------ - - - ---------- - -- - - - - - ------- - - --- I I I I I , I I I ! 4 N 5 BXTHRO—OH1 14 00 0 1'-2" X 9'-O' 0 I I OFFICEIBULLPEN SALES AREA O PART OF 2,744 SQUARE FEET MARINE SALES AREAS 0 I I 0 I I I I 0 I I II I CONrRENCE POON O MARINE SALES f SERVICE AREA � -�U 2,744 SQUARE FEET TOTAL _ESTIBULE 0 I I ll'-B' X T-0' - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - --- _--- - - - - -_ --- - - - - -__ - - - - ---__ - - - - - - - - - - - - - - - - - -- ---- - - ---- - - - -- -- - --- - - - - - - - - -- - - -- -- ----- SEAL _ ---- - I �R ARC n I I I I I I ❑ ❑ ❑ ❑ I------- `----------------------- --------------------------------- I I �9J 029169 O¢ OF t4 I I I I I I i I I I 2022.STROMSKI architecture,Copyright p.c.All rights reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York I I I I State _ _ I ons are an instrument of Education Iserviceh d are thdrawings proper and tyeof the Architect These drawings and specifications are not to be used on any other project,except by written permission of the Architect --- - — — PROJECT NO. 2I-AR049 SCALE As Noted DATE II/I0/2022 t SITE PLAN Scale: 1/16" = 1'-0' I SITE PLAN a Stale: 1/16 : I O DRAWN BY TLD/RS CHECKED BY RS SP-I PrOWA SP-I prop � TITLE PARKING CALCULATION: Propose -MARINE RETAIL SPARE: 3 AS FT PER Building Plans SPACE REQUIRED FOR RETAIL A5 PER NY5 BUILDING CODE I PARKING SPARE PER 2W SQUARE FEET. g 3,015/250.12.0 OR 12 PARKING SPACES -STORAGE SPACE (I51 FLOOR): 3,7W SQ.FT SPACE REQUIRED FOR STORAGE AS PER NYS BUILDING CODE: I PARKING SPACE PER 1,000 SQUARE FEET. 4,044A,000-4.0 OR 4 PARKING SPACES -STORAGE SPARE 2ND FLOOR): 2,M SQ.Fr DECEIVE® SHEET SPACE REQUIRED FOR STORAGE AS PER NY5 BUILDING CODE: I PARKING SPACE PER I,000 SQUARE FEET. _ _ 3,05M,000-3.0 OR 3 PARKING SPACES - TOTAL PARKING SPACES REQUIRED: 19 DEC 0 7 2022 A — 1Southold Town Planning Board LJV `1 0 I1 S A�' ; i . —1 0 _MSKI S TP—()i architecture, p.c. l ri, 0 _! I P.O.BOX I254 JAMESPORT,NY 11947 -D K PHONE(63I)779-2832 FAX(63I)779-2833 4 COUNTYROAD 4� SCOUT6��a NEW YOX\. Proposed Site Plan For: 1 E Pecomc Water Sports -ENGINEERED METAL METAL WITH TRANSLUCENT 'KALWALL' PANELS WITHIN METAL METAL WITH TRANSLUCENT 'KALWALL' PANELS WITHIN SHADOW-WALL METAL VERTICAL PANELS ANODIZED ALUMINUM FRAMES �=RE-ENGINEERED -WALL METAL VERTICAL PANELS ANODIZED ALUMINUM FRAMES TANDING METAL SEAM ROOF I I -- Ii i I j 46770 County Road 48 ---- - -- -- - - - - --- - j Southold, New York S.C.T.M.#I000-55-5-9.I - --- REVISIONS L-L I I I i S — ICI II II I O O i i I O I I j j II I I 'I I II I I O I I 1 I I I I J -1 ---- O .I GLAZING OVERHEAD DOORS TANDING METAL SEAM ROOF I I 'NICHIHA' FIBER-CEMENT ARCHITECTURAL GLAZING WITHIN ANODIZED O WITHIN ANODIZED ALUMINUM FRAMES WALL PANELS ALUMINUM FRAMES O . ' z PROPOSED RIGHT SIDE ELEVATION s�1�= 1�a� = 1'-0� 0 PROPOSED FRONT ELEVATIONSwte I/8 1-0" O A-2 A-2 O O O O O O O SEAL j I � l i I I l i ��5 STROP � � n I j i I I , I I � 2916 O I i t li I I i II O N � ii i it Copyright 2022.STROMSKI architecture.p.c.All rights jreserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.j, These drawings and specifications are an instrument of service and are the property of the Architect These I drawings and specifications are not to be used on any 1 I other project,except by written permission of the Architect. PROJECT NO. 2I-AR049 II i I I I , SCALE As Noted DATE I I/I0/7072 j DRAWN BY RS CHECKED BY RS I � ICI I I' TITLE Proposed PROPOSED REAR ELEVATION Scale. IN a 114, 4 PROPOSED LEFT SIDE ELEVATION Scale= IN . I'-01 Building A-2 A-2 Elevations RIVED SHEET DEC 0 7 2022 Southo d Town A - 2 Planning Board () 1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO SEA VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(S'f)d CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 4" BULK SCHEDULE OF DIMENSIONAL REGULATIONS PLANTING 50HEDULE np-el-g ong-d-g,mag _ (GENERAL BUSINESS) 400 Ostrander Avenue, Riverhead, New York I1a01 tel. 631.'127.2303 fax. 631.72"1.0144 odmin®youngengineering.com MINIMUM TREES PRINCIPAL REQUIREMENTS PLAN QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT n 8"� GALV. STEEL PIPE. LOT SIZE 30,000 S.F. 37,123 S.F. 2 LS LIQUIDAMBAR STYRAFACIFLUA SWEET GUM 4"CAL B&B �y = LOT WIDTH 150' 150' 1 FILL W/GONCRETE LOT DEPTH 150' 150' 5 QR QUERCUS RUBRA NORTHERN RED OAK 4"CAL B&B Howard W. Young, Land Surveyor N 47 TO THUJA OCCIDENTALIS EMERALD GREEN ARBORVITAE 5'-6' HT. B&B Thomas 0. Nolpert, Professional Douglas E. Adams, Professional Engineer ineer FRONT YARD VARIABLE 65.1' SIDE YARD 25' 25.5' SHRUBS Robert G. Tost, Architect d BOTH SIDE YARDS 50' 71.9' Robert 5tromski, Architect E QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT a BUILDING REAR YARD 35' 65.4' o ` LANDSCAPED AREA 35% 37.4% 13 BS BUXUS SEMPERVIRENS 'SUFFRUTICOSA' DWARF OLD ENGLISH BOXWOOD 7 GAL CONT oR�RCP 4 HN HYDRANGEA MACROPHYLLA"NIKKO BLUE" BLUE HYDRANGEA 5 GAL CONT SITE DATA MAXIMUM 10 HS HIBISCUS SYRIACUS SITE DIANA ROSE OF SHARON 5 GAL CONT LISA DRIVE S PERMITTED o PRINCIPAL DIMENSIONS PLAN 9 JD JUNIPERUS DAVURICA 'EXPANSA' PARSONI JUNIPER 5 GAL CONT TOTAL AREA = 37,123 5Q. FT. w \ 18 TM TAXUS x MEDIA 'HICKSII' HICKS YEW 4'-5' HT. CONT LOT COVERAGE 30% 20.3% *ZONING USE DISTRICT =B(GENERAL BUSINESS) CORNER 6UARD PLAN BUILDING HEIGHT 35' < 35' FLOWERS ` NUMBER OF STORIES 2 2 * VERTICAL DATUM =NAVD(1988) V) SYMBOL TYPE SIZE ROOT a N 0 FRONT YARD TABLE PF PERENNIAL FLOWERS AS SELECTED BY THE OWNER 5 GAL CONT co GAPPED W/GONC. °" GRASSES &GROUND COVER PARKING CALCULATION GROWN TO SHED SCTM# FRONT YARD WATER SYMBOL SEED MIX SEED RATE PARKING REQUIRED 1000-55-5-7 62.6' LEM LOFT'5 ECOLOGY MIXTURE 4 LBS.PER 1,000 SQUARE FEET BOAT REPAIR&SALES: 2,744 SF @ 1 STALL/250 SF =11 STALLS 1000-55-5-10 67.5' IRRIGATION STORAGE:7,589 SF @ 1 STALL/1,000 SF =8 STALLS KEY MAP 8"� GALV. STEEL PIPE. - AVERAGE FRONT YARD=62,6' +67.5' /2=65,1' TOTAL PARKING REQUIRED =19 STALLS SCALE: V=600' FILL W/CONCRETE AUTOMATIC UNDERGROUND SPRINKLER SYSTEMS WITH RAIN SENSORS SHALL BE PROVIDED FOR ALL PROPOSED PLANTINGS AND LANDSCAPED AREAS. PARKING PROVIDED ASPHALT&5TONEBLEND PARKING =19 STALLS GROWN TO SHED WATER SECTION 280-48: USE REGULATIONS o P, QR (12)PUBLIC GARAGES,GASOLINE SERVICE STATIONS,NEW AND USED MOTOR VEHICLE LOTS,VEHICLE SALES AND RENTAL,INCLUDING THE SALE OF I8"0 GONG. FOOTING RECREATION VEHICLES AND TRAILERS AND BOAT SALES,WITH ACCESSORY REPAIR FACILITIES,ALL SUBJECT TO THE FOLLOWING REQUIREMENTS: II a)ENTRANCE AND EXIT DRIVEWAYS SHALL HAVE AN UNRESTRICTED WIDTH OF NOT LESS THAN 12 FEET AND NOT MORE THAN 30 FEET AND SHALL BE O P 0%9 M LOCATED NOT LESS THAN 10 FEET FROM ANY PROPERTY LINE AND SHALL BE 50 LAID OUT AS TO AVOID THE NECESSITY OF ANY VEHICLE BACKING OUT r �66 ;' °: ,;, ACROSS ANY PUBLIC RIGHT-OF-WAY. ELEVATION OJN�Pg\ . (,ZR 10' b)SALE OF USED VEHICLES OR BOATS SHALL BE CONDUCTED ONLY AS �O ACCESSORY TO THE SALE OF NEW VEHICLES OR BOATS. i'`;' ASp1IALT + O -PLANT CENTER �y / c)VEHICLE LIFTS OR PITS,DISMANTLED AUTOMOBILES,BOATS AND 000 qR /; -!;i' <```� ` '` VEHICLES AND ALL PARTS OR SUPPLIES SHALL 8E LOCATED WITHIN A E30LLARD DETAILS P // � 'k20/'!' S BUILDING. NGp.E P,SC1 -�- ;' ,' j �,`,', .'/ m . /,'' ;,', , tom+ -I- -h• PLANT ROW NTS 0 / ./ ' //` ' Z% ' ' , d)ALL SERVICE OR REPAIR OF MOTOR VEHICLES,OTHER THAN SUCH MINOR 0 �&� 1 /`�` ' '' MOUNTABLE SERVICING AS CHANGE OF TIRES OR SALE OF GASOLINE OR OIL,SHALL BE (0 BETE CURB TYPICAL ON CENTER SPACING AS %, , /.'. • ,`, . CON O+ O O LABELED ON PLANTING PLAN CONDUCTED IN A BUILDING. LIGHTING FIXTURE SCHEDULE e)THE STORAI6E OF GASOLINE OR FLAMMABLE OILS IN BULK SHALL BE "\0 LOCATED FULLY UNDERGROUND AND NOT LESS THAN 35 FEET FROM ANY SYMBOL DESCRIPTION TYPE HGT. LUMENS L.L.F. C.C.T. QTY. PLAN-SHRUB SPACING PROPERTY LIME OTHER THAN THE STREET LINE. 40 WATT LED SLIM WALL PACK MFG.BY LSI INDUSTRIES INC. /' ',�, /, 0 f)NO GASOLINE OR FUEL PUMPS OR TANKS SHALL BE LOCATED LESS THAN 15 * 5 CAT,N0.WPSLS-LED-4L-UNV-DIM-30-PC120- WALL 15' 3,712 1.0 3000 K 6 , , . �' � ;!�, %� 5-H PLANT SET AT ORIGINAL FEET FROM ANY STREET OR PROPERTY LINE. �. R22 �-PLANTING DEPTH 9)NO GASOLINE SERVICE OR REPAIR SHOPS OR SIMILAR BUSINESSES ARE TO OR APPROVED EQUAL ' ' /' /.' '// ! 'f' o 0 0 * COLOR SELECTED BY OWNER '`'f�',© ;% /i�,;' �/• '" \ g oo BE LOCATED WITHIN 300 FEET OF A CHURCH,PUBLIC SCHOOL,LIBRARY, ( ) 4R 22 ;/; / ;' / y(P�' ti^>rw•avw• -5" DEEP SHREDDED BARK MULCH HOSPITAL,OR OR REST HOME. Z T-PLANTING BAGKFILL C cV 7 - 16 S WHERE 5HRUB5 ARE PLANTED IN MA55 r!\0 0 MOUNTABLE o EXCAVATE ENTIRE PLANTING BED 4_cM T CONgRE ��.�� CL o No Oi o SECTION FOOTCANDLE STATISTICS - 'pa ASP CUR 11 3b z cr MIN. MAX. AVG. MOUNTABLE 1 t,,) E: ° -+, TYPICAL MA55 PLANTING LAYOUT 0.0 3.6 0.80 CONCRETE 2 STALLS 25.5' `� n - NTS CURB 9 $' 9' ,: e a` A 1g'oHD--'1 ' m w . -s 1go�iD 40.0' ' 1b 3-Bs 6-TM n NOTES: Ao L5 SD 6- * REMOVE ALL PLASTIC 4 WIRE TAC75 N�O REMOVE ALL PLASTIC CORDS FROM TREE BALL, IF PRESENT N0� pF "ems Qa'4 ">� CT IN 6ROUPINC75 OF 5HRUB5, EXCAVATE /!f/' �° CONCRE AND BAGKFILL ENTIRE SHRUB BED AREA 0.01 0 Ol + 0,00 0.00 0,01 0,0 Ol 0.01 4-HN '' L /' 1�'J :�� 0V . ' "<s 1°. CURB %i %f �j j' MpuN�AgL�uRB -PARED BAGKFILL MIXTURES. + + + + + + + + + + + / / 4 1` A, r CONCRETE 3" DEEP SHREDDED BARK MULCH 0,01 0,00 0,01 ,01 0,01 0,02 0,02 0,03 0,04 ,04 0,05 0,04 1. ' ` "" /" N � 38. , ,.•�. �,: '. ,is � _ } + } } } } } } } } } LS 1 46.5 /' Q D_ _ - PLANTING BAGKFILL MIXTURE 1 102 0,04 0,06 010 0,12 0,1 0,1 \ 0,19 016 0,14 - 0,01 ,03 0,04 0,0 0,13 0,18 0,32 0,33 0,37 0,42 0,36 0,32 0,18 ' 1 I-I _� + + + + + + + + + + + + + + 4; 0,01 0, 4 0,13 0,18 0,26 0,36 0,45 0,56 0,73 0,73 0,63 0,57 0,46 0,14 + + + + + + + + + + + + + + %'''''�' '� ', p{20 OSE� 2 ST & ' � ' TYPICAL SHRUB PLANTING 002 0,0 0,15 0,32 0,49 0,82 1,08 1,09 1.11 1,17 1,03 098 0,54 0,11 /f: �,;:r/ 1 BOA SAES '' % LEM', NTS + + + + + + + + + + + + + + ' 1 22 AGE B r , _._--' e uz��ING , . " RECEIVED 0,01 0,05 019 0.36 0,6 1,13 2,32 51 3,18 1,98 1,54 0 0,11 STOR % J' J 01 ' + + + + + + } + - C 2022 SURVEYORS CERTIFICATION M 0,02 0,03 0,05 0,21 0,44 63 ,0`8 313 /,:f;"BEM //. _ o ;/• /, Southold Town NTE '/% 1 C �% , Planning Board AL B '. ,'�.',- • v, 0,13 011 0,11 0,21 0,44 77 /' ' , pH uR it -� r S 7D / �' . ' AS C a00 I ROOF OVER I 0 0 3 %. M 018 0,32 0.45 0,53 0,74 + o c r" o ' N S+ITON END /, NOTES: + + + + + 3 y -+. '`'' oNCRE� /;' ; - -� * REMOVE ALL PLASTIC AND WIRE TA65. 0,19 0,39 0,64 1,15 1,67 L ' o , c R p2 CMF * G 3 'z HEADS -y` REMOVE ALL NON-DECOMPO5113LE CORDS o } } } + } `; "`''% AND BURLAP FROM THE ROOT BALL, IF a y, -s 1 - •'/,•,/ PRESENT. - '- �. 0,20 0,47 0,64 1,20 2,23 � N ��`I - t,j ' �-G 4' 1�, 16`OHD j j 42-TO * DO NOT GUT BURLAP FROM SIDES -{' r �" D �twVL� r✓VP%_ t b .- + + + + + 1 I r 16'oH , :i `I f� OF THE ROOT BALL. (� PROPOSED 2 STORY 7 �,�...!! 0,18 0,50 0,80 1,38 2,70 3,14 5 �,', ,N .1' ;, w � - , BOAT SALES& i _ 1 23. 8 �♦ j".�i/ �` It * 5ET TOP OF ROOT BALL I" ABOVE _4 + + + + + STORAGE BUILDING ¢5; r FINISHED GRADE. <;- 0,17 0,57 0,93 1,34 2,36 2,27 40 WATT LED SLIM WALL PACK 19' 1 / y ° * HOWARD W.YOUNG, S.L.S.N 5893 MFG. BY LSI INDUSTRIES INC. REMOVE ALL ACCUMULATED 501E OR / t iU } } + GAT. NO. WPSLS-LED-4L-UNV- `_'; 1, % ',. '' O G_ g � MULCH FROM THE ROOT GROWN AREA. 0,17 0,62 11 1 1,97 DIM-30-PG120-*, OR APPROVED EQUAL N �ABVE D F �' O " (*) COLOR SELECTED BY OWNER NO MOON T CURB o STONEgLEND , , , N ;- -s I REMOVE ALL WIRE BASKETS FROM + + + + + CONCRE 4 ARb5 S2' -r. ROOT BALL, IF PRESENT 0,20 0 57 0,92 1,46 2,18 213 i It BOLL ,'.' --''j� � N -� MAP PREPARED FOR � �s 11 DECIDUOUS TREE 0,19 ,18 1,76 2,52 '` ' ' ' �' Q - � l PECONIC WATERSPORTS 1 0 5 ' ;`Z' O m E HOSE PROTECTOR + + + + + 2,99 ------ 1 10 STALL ';;�. : ''m" . E 0,12 42-44 4193 1,64 ' 1 g' �' t� \ t� 2"x2" STAKE (3 WAY) N _ , 1-- t. (._�, at Southold, Town of Southold + + + + + + + + + + + + + + + + + ' ' 0 009 29-857--flJ9 1,38 2,50 2,67 2,73 3,06 2,31 2,67 2J3 3,06 14 1,44 0,50 009 �y~�:��; Suffolk County New York 2 STRANDS NO. 12 GALV. PLIABLE STEEL WIRE (TWIST TO TIGHTEN) a + + + + + + + + + + + + + + + + + } � 0,08 0, 0,60 1.04 2,04 2,5C 2,43 2,83 234 3,11 2,56 2,03 46 1,10 0,64 0,16 _ ` % ' " �k EVERGREEN TREE _ = ., , , ,. � , ' LAN�SGAPE, LIGHTING & ALIGNMENT PLAN i + + + 10 + + + + + + + + + + + + t �„- r"','• ; ' ;F,-, ` /' ! alb=- j t "" MULCH TO BE KEPT AWAY FROM 0,04 0,18 33 0, 0,8 11 1. 5 1,49 ,58 ,83 1,68 1,66 135 88 0,63 0,41 019 a � + + t + + +� + + + + + + + + + LEM` TREE TRUNK District lOOO Section /i -� County Tax Map 55 Block 05 Lot 9.1 s 0,03 0,10 0,25 0,3 0,3 0,59 0, 4 0 4 103 ,23 1,09 109 1,02 0,80 0,49 0,29 0,14 $ ` '!.; i ' M NcRE�EC��g ' ' r f ;"`' ;-' ,'' �� 1- �-_ SHREDDED BARK MULCH ® 5" DEPTH ,..:.- j,, /; ', / / / ;. ;GR SOIL SUACER TOP W/MULCH AUG.09,2022 MAP PREPARED 0,02 0,07 0,14 0,10 0,43 0,30 0,21 0,13 FIN. 6R. i _ j j t� /'i.j, i/ ` ! IPF * - ROOT BALL Record of Revisions + + + + + + + + + + + + + + + + + i /'LEM( ' , '3 r SCARIFY ALL SIDES OF PLANT PIT 0,01 0,04 0,03 0,03 0,13 0,22 0,26 0,30 0,36 0,33 0,33 0,30 018 0,13 0,11 0,06 0 04 % N ;`;% ;' '//' %"%' /''`;' %'' % -1 a REVISION DATE WALL MOUNTED LIGHT %�'` /"/ //'' Q to - PLANTING BAGKFILL MIXTURE + + + + + + + + + + + + + + + + + �',% /,'" 1 0 m Q - _ GENERAL NOV.10 2022 0,01 0,01 0,01 0,03 0,09 0,08 0,11 0,12 0,10 0,08 0,07 0,04 0,03 0,03 H2 0,01 0,01 N.T.5. ! 5 _ ''j `' %��, z Ali •�• �•.i ..1. �Il�fl I I- DO NOT EXCAVATE LOWER THAN no or formerly BALL DIA. $ALL DEPTH. Bohn,Robert G• BALL DIA. X 2 now or for es Co LLC �1 Ro Bohn&Corol Ann Bohn LIGHTING PLAN uadEnterpuSeR-8fl ' Zoning useR-g0 20 0 to zo1 - 1 40 60 IL o°a SCALE: 1"=30' Q Zon`n9 TYPICAL TREE PLANTING Scale: 1 - 20 1 NTS , JOB NO.2022-0135 DWG.2022_0135_sp2 1 OF 2 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)6 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. NOTES 400 Ostrander Avenue, Riverhead, New York II4101 SWEET AIR VENT GAP I. THE OWT5 SHALL BE MODEL GEN-5 MANUFACTURED BY FUJIGLEAN USA. N � tel. 651.727.2505 fax. 651.727.0144 MFG BY TUF-TITS / admin®youngengineering.com [(5' MIN FROM ANY 2. THE DESIGN ENGINEER, FUJIGLEAN USA REPRESENTATIVE, AND SGDHS DOOR OR WINDOW) REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OATS AND / U1iTY♦17►� Yn`tY ��f 91;TY 71� LEACHING SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BACKFILL. +� 4" PVC ® 4" PVC ® 5. THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT Howard W. Young, Land Surveyor 2.00% MIN. 1.00% MIN. 5UPERV15ICN OF A FUJIGLEAN USA REPRESENTATIVE. / Thomas C. Wolpert, Professional Engineer RISERS � GONERS Douglas E. Adams, Professional Engineer WITH SAFETY LIDS HEAVY DUTY AND 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE / / W � E 2 STORY ? MFG BY TUF-TITS OR LOCKING CAST IRON PRECAST MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO Robert C. Tost, Architect BUILDING APPROVED EQUAL COVER TO GRADE TOP SLAB THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES (SGDHS) PRIOR / 40.05 40,07 Robert 5tromski, Architect FFEL=40.50 °ro OR DOME TO APPROVAL OF THE I/A OWT5 REGISTRATION BY THE 5GDH5 IN ' 40.05 / RIM=40.25 RIM=3q.50 40.46 4-0.09.' ACCORDANCE WITH ARTICLE la OF THE SUFFOLK COUNTY SANITARY GORE. �' ON 40.05 40.09 4017 � CO 5. ARCHITECT TO VERIFY FINISHED FLOOR ELEVATION(5). G�E�zPE�P�N ___1 1, HEALTH DEPARTMENT USE - _.__... �/ �iON - onn�rd-g AIR LINE / 40.33 � 'S � 40.00 0 ` 3" VENT IE=36.08 HOLE IE=56.00 CONNECT S" PVC VENT LINE IE=56.25 / l TO VENT HOLE IN OW5T P� 3s ss 1°� 0- 80 SEE DETAIL FOR / O + O �- PROVIDE GLEAN OUT AT OWTS COMPONENTS � ��pt 16 / 40 67 -(P 40.40 FACE OF BUILDING PSG Off' 2r°N s� / AIR LINE TO BLOWER P�`�M 40.13 // �5� / ASPNALj ,1 38.80 %0 __ CAST IRON FRAME COVER bo ON 3s.at - CAMPBELL FOUNDRY, PAT. NO. 500 GAL. I/A OWTS 5407 OR APPROVED EQUAL. MDL. GEN-5 MFG. BY FUJIGLEAN U5A � `'� CpN��PS� i 40'2� O 30 - " , 40.55 - FOR 0140. MOUNTABLE y p / 3.L�j i 40.15 CONCRETE CURB _ g BOT=28.00 \4 39.89 / .�2 i 3975 39- IE�p#1 pgp 39.5 +38.66 3950 LEACNTNGF 7, 'DEEP 088 4000 PSI PRECAST CONCRETE CB#k1.1 USE 10' pIA.x _ U____ BOX AS MFG. BY SUFFOLK �3.sa ATE=39,50 �'� �3)P001.5 �p CEMENT OR APPROVED EQUAL. SANITARY LEACHING POOL 39.7s / GR IE=35o4 I HYDRAUL I G PROFILE 555 5F5WA \ 39 5 39.88 39.76 - 39.46 4044 40.151 ti r��`' ' C DRAINAGE PIPE A0.53 .40.19 39• 0 1 0 4000 PSI PRECAST CONCRETE 39.88 40.28 $ =� 1 j c TRAFFIC BEARING TOP SLAB 39.59 /' SANITARY DESIGN CRITERIA CALCULATIONS 39•3 ,."' Y -- s A5 MFG. BY SUFFOLK CEMENT a 0.18 a� 'SUTA y ( O Il MOUt4 -r- a':: ' _ OR APPROVED EQUAL. a 40.19BOUNpA :__r� CONCRE �`p0 O � � SEWAGE DESIGN CRITERIA 39.83 ./ CP 39.94 ASPy IALT s, __ F M / 6„AON CURB Z o¢o DRAINAGE DESIGN CRITERIA & CALCULATIONS Ln GROUNDWATER MANAGEMENT ZONE -III(300 GPD/AC) AlER 4Q,70 DR 90 o -y 26 y WATER SUPPLY =PUBLIC METER MOUNTA LE ` EE f 40.20 g0.90 40 40 w -r, O 0 4000 PSI PRECAST CONCRETE V= A R C ALLOWABLE DENSITY=0.8522 AC C�300 GPD/AC=257 GPD = 300 GPD MIN. ' CUP'S LP OPOS J 40.50 4040 _ rrti V1, -4r 3 BOX AS MFG. BY SUFFOLK A= AREA OF TRIBUTARY(S.F.) PR 40.00 ;f °r+D N m N DENSITY CALCULATION q0, 0 5ANITARy 16' 40 g0 W M = CEMENT OR APPROVED EQUAL. R= RAINFALL(FT.) 38 s2+ \ b Sys 1g'oHD 40 0' 4p 65 G.� w C= COEFFICIENT OF RUNOFF RETAIL: 3,015 SF @ 0.03 GPD/SF =90 GPD 39• o- Q DRAINAGE PIPE STORAGE:6,605 SF @ 0.04 GPD/SF = 198 GPD 3975 � +3s.ts a a > NOTE i TOTAL DENSITY = 288 GPD PROp05R 39.50 0 $ 0 30 v HIGHEST EXPECTED GROUND WATER EL=7.0. W A 40.3 0.30 � 41.15 4000 P51 PRECAST CONCRETE SERVI OWTS 40. o ENO 40,65 ALL CONNECTING DRAINAGE PIPES ARE 15"DIAMETER HDPE. DESIGN CALCULATION CE _ _ CRETE BOTTOM SLAB W/ SUMP AS "• : ! CON _. MFG. BY SUFFOLK CEMENT OR RETAIL: 3,015 SF C�0.03 GPD/SF =90 GPD CURB BEGING VENT ter,=," i`:3?a0 - a • APPROVED EQUAL. STORAGE: 6,605 SF C�0.04 GPD/SF =198 GPD CON NEL a', R��F '° =1 Ui.1TABLE ,.. , . 1 t' PA j CONCRETE CURB TRIBUTARY AREA#1=10,354 SF TOTAL PROPOSED HYDRAULIC LOAD = 288 GPD C 39 30 � BLOWER 38.1 � s � 2' -"I REQUIRED VOLUME GRATE 35 30 w 8" 4' 8° ASPHALT/CONC.: 5,759 S.F.x 2/12 x 1.0 =960 C.F. SYSTEM DESIGN IE- ��`"� NOTE: LAOWN: 1,995 S.F.x 2/12 x 0.10 -433 C.F. REQUIRED OWTS CAPACITY = 288 GPD Z h w ---_ _ I.WALL REINFORCEMENT WILL NOT BE REQUIRED TO A DEPTH OF q'-0". TOTAL REQUIRED =1,426 C.F. PROVIDED OWTS CAPACITY =500 GPD � �- � s o R \� +37 94 - 2.DEPTHS 6REATER THAN q'-0"SHALL HAVE WIRE FABRIC GONGRETE e \ REINFORCEMENT 3"xl2",I AND 2 MIN.VERTICAL WIRES-12"O.G.,I/2'MIN.covER. PROVIDED VOLUME LEACHING REQUIRED= 288 GPD/1,5 GPD/SF =192 SFSWA � � � i NOTE: ALL CONDUITS BETWEEN PANEL AND = LEACHING PROVIDED=10' DIA.x 8' DEEP POOL =338 SFSWA TREATMENT TANK MUST BE SEALED TO PREVENT O +38.48 2 5TORyJ USE:LEACHING FIELD#1 GAS LEAKAGE INTO PANEL. r 6,�ROOF ➢ �jEQ � (3) POOLS 10' DIA.x 7' DEEP = 1,437 C.F. 'DRAIN N PR g�A-C SALES &,�,,'``G +3 7 CATCH BASIN 2' x 4' FLUSH GRATE FOR WIFI COMMUNICATION DEVICE; // l +38. 5 o GE�gUI1.DI''t --� ' NT5 TRIBUTARY AREA#2=5,208 SF USE ALARM/CONTROL PANEL MDL#1045040 �? 0 4p 90 o S-tORA \, �� y REQUIRED VOLUME CONTROLLER "C" MFG BY SJE RHOMBUS ING FIE1-p#2 go40 1 '� PRIBU ARy��\ ROOF: 1,524 S.F.x 2/12 x 1.0 = 254 C.F. U5F•LE 10' pIA•X 6 DEEP �' 4020 FFEL-40.50 BOUNp ASPHALT/CONC.: 2,951 S.F.x 2112 x 1.0 =492 C.F. METER ALARM/CONTROL (2�pool's 70 0 �� LAWN:733 S.F.x 2/12 x 0.10 =12 C.F. INCOMING SERVICE PANEL MDL#1041q?2 39• gEr,IN CONTROLLER "A° r/ T CONCRETE TOTAL REQUIRED =758 C.F. 1 DEDICATED MFG BY SJE RHOMBUS o o l 0 � p5ppHALT � � CURB rING 2 �i � - PROVIDED VOLUME N " -- TONE81,F EXIS BUILpING r 0 - �_ - USE:LEACHING FIELD#2 l5 AMP BREAKER 0 CONTROL PANEL MOUNTED 3 N o 4015 5 STORY OVED - - (2)IPOOLS 10' DIA,x 6' DEEP = 821 C.F. N 4 x4 PRESSURE a TO BE REM __-- - TREATED WOOD POSTS 0 39•90 CONCRETE R : m i' ' p cMF s TRIBUTARY AREA#3=9,864 SF 120V AG, 10, 60HZ, 15 AMP POWER SUPPLYT c -s p0 rr{EADE o __ 37.92 k, ` #12-2 AWG WITH GND IN I" PVC, CONDUIT n� {` 40 75 �'37.99 ` a '_--) -L-- -+F9'37 II -- ----- 4 `• ----- ---- REQUIRED VOLUME MAIN Q z I, 39. 1__- 1 SERVICE INSULATED m - �S7.so 16°HD I DRAINAGE s ROOF: 3,124 S.F.x 2/12 x 1.0 - 521 C.F. PANEL ? AIR WEATHER .�$�� -- 1 oHD "'"' ASPHALT/GONG.: 205 S.F.x 2/12 x 1.0 = 34 C.F. ELEG. CONDUIT � 1 1 16' 1 t PIPE OWT5 WIRING PER MFG. BLOWER 515TANT 040 178. �.. -�.'; 1 o STONEBLEND:6,535 S.F.x 2/12 x 0.60 =654 C.F. Cl)am SLOWER "` " 40.90 1 � TOTAL REQUIRED =1,209 C.F. HARDWIRE ENCLOSURE 39.88 39 Ag 4040 i .-, c.� PROVIDED VOLUME N FRAME FFIN. GRADE 39.63 �EA1 G 4 COVER FIELD#3 CAST 1 70 o `�c GAMPBE�L FOUNDRY, PAT NO. USE:i �NIN X S P O 2 �' i D � USE:LEACHING FIELD#3 DIA. O;:ti N MOUi4TABLEURB �4y¢ '01-5110 EBLEND �� 1 Z + 0 10070 OR APPROVED EQUAL (4)POOLS 10' DIA.x 5' DEEP = 1,368 C.F. - ELECTRIC SUPPLY � �, .j CONCRETE C BOLLARpS 6 %� 11 39 9TON --- � a -- -_-11-37 22 H 37.06 w �z ON INSPECTION POOL ONLY. TO BLOWER O GROUND 5JE RHOMBUS MACIOOR FUJIGLEAN 7TO FUJIGLEAN - "' 339.15 CP�o �� i + - - tO z PRECAST CONCRETE OWT5 SPLICE BOX I` ��`po t _+---- p tO z CONTROL AIR BLOWER AERATOR r.. � 39•30 � 3a.2o � 0 u+ TRAFFIC BEARING SLAB A5 PANEL AIR LINE TO 3970 37 \ cP ' �� _ ' Z p p MFG. BY SUFFOLK CEMENT LEGTRIGAL SUPPLY FUJIGLEAN OWTS 3945 39' 1 - m • 39•12 ( w OR APPROVED EQUAL. JD ELECTRICAL ONE-LINE DIAGRAM CONTROL PANEL 4 BLOWER +37.46 SCALE: NT5 :�` :. �, m dJ -�/�.. '✓f G` IE-3407 �!. �� ° SURVEYOR'S CERTIFICATION b -1/2' VENTILATION PIPE '• 1-37.64! CHAMBER Volume(gal) r -- N SCUM BAFFLE B 1 Sedimentation Chamber 277 39•'2 :- - , J. =� ' 38�7 -10 ® Anaerobic Filtration Chamber 278 '-10 -7 -0 �3 Aerobic Contact Filtration Chamber 127 y r+J� MOUNTABLE GROUT AROUND M ECIRCULATION ® Storage Chamber 63 �� `•�-�•�'' CONCRE•PECURB C [.) ENTIRE PIPE o AIR LIFT PUMP © Disinfection Chamber 4 �"� gUFI ER - "�- Q D f.� P ' �- `'� �,�r��, N © ISINFECTION Total Volume 749 A�15I�ON - - i CYLINDER (OPTIONAL) TR IPF w PRECAST CONCRETE a 35.75 ��JJJ DRAIN RIN65 A5 MFG. _ '' :.''. ,`°`_'"I 514 4' INLET PI ' OUTLET PIPE SPECIFICATIONS WDF tt1 Q BY SUFFOLK CEMENT 0� 9 a A Anaerobic Media PP/PE Filling Rate 32% 15o.00 �® OR APPROVED EQUAL. 4'-0 ' Board Type Aerobic Media PVC/PP/PE Filling Rate 16% 3 © Aerobic Media PP/PE Filling Rate 57% 1e16, ®❑® Blower 2.8 cfm 58 HOWARD W.YOUNG,N. L.S.NO, 893 � S� FFLUENT Tank FRP �A N INLET BAFF ® AIR LIFT PUMP - - 0 Piping PVC/PP/PE 3g 68 © Access Covers Plastic/Cast Iron - ' �/ now or formerly G Disinfectant(Optional) Chlorine Tablets hn BOhn,Robert �y RECIRCULATION PIPE LOW BAFFLE �f /2' AIR INTAKE - '' {ormerW 1,�C t Robert Jo Bohn GW EL MAP PREPARED FOR FLOW OPENING CTYP, (CLEANING OPENING) B now or rile S Co•' 1 Bohn&Carol An gp r a Enterp a R_g0 I Zoning use LEACHING POOL RE C E IV ® PECONIC WATE�25PORT5 PLAN VIEW ' - Qua Zoning us NT5 r-------- a 18' MANHOLE CTYP 18' MANHOLE CTYP 24' MANHOLE CTYP ISINFECTION 4' MANHOLE tl DEC 01 2022 at Southold Town of Southold CYLINDER (OPTIONAL) I I N LOW OPENING L�------ -----,- Southold Town Suffolk County, New York N 1'-0 . -2' OARD TYPE 1 FIN. GRADE N Planning Board GRADIING & DRAI A o CONTACT MEDIA I-I/2 WEARING COURSE 2 - R MAIN AGE & UTILITY PLAN z - T F. I R N PAVEMENT 2-1/2" BINDER COURSE FIN. GRADE I SURFACE ki 2" STONE BLEND < ;.:.; �L County Tax Map District lOOO Section 55 Block 05 Lot 9.1 ,. . CONCRETE HEADER PAVEMENT "R», a, MAP PREPARED o_ ® AUG.09,2022 5'-5' O ® 5' 5' ECIRCULATION 24 SURFACE O ASSEMBLY Record of Revisions 4,-3 4'-2 n >p a a REVISION ASPHALT , °" - STONEBLEND DATE GENERAL © �; PAVEMENT k PAVEMENT ':• .; : � ' ". �' MOUNTABLE CONCRETE NOV 10 2022 EROBIC MEDIA \ 6"X 6" WIRE MESH ,- ° ,e Y N `. CURB 4000 PSI EXPANSION %�;` REINFORCEMENT JOINTS 20 O.G. 'i' ' °' ' '`' • CONCRETE CURB 4000 P51 ERATION ASSEMBLY n ' 6" RECYCLED CONCRETE EXPANSION JOINTS 20' O.G. 6" RECYCLED CONCRETE 6"STABILIZED /;: �• ; •. BASE COURSE BASE COURSE SOIL BASE ;i\%\ I E: E T W SECTION A-A VIEW k;';�. ;_; I SECTION B-B VIEW (o" STABILIZED SOIL BASE " 6 STABILIZED SOIL BASE m 20 0 10 20 40 60 0 I/A OWTS MDL. GEN-5 MFG. BY FUJIGLEAN USA ASPHALT PAVEMENT SECTION CONCRETE HEADER STONE BLEND PAVEMENT SECTION CONCRETE CURB MOUNTABLE CONCRETE CURB Scale; 1" = 20' NT5 NT5 NT5 NTS JOB NO.2022-01135 DWG.2022_0135_sp2 2 OF 2