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Home My WebLink About1000-56.-7-2 & 4.1SITE DATA SCTM # 1000-56-07-02 PROPERTY: 64300 Route 25 ADDRESS Greenport, NY 11944 OWNER: MILL CREEK PARTNERS, LLC SITE: 142,441 SQ.FT. = 3.27 ACRES LAND UNDER WATER: 57,885 SQ FT ! "-, ZONING: M-II ~ ---- __.. ! ~ SURVEYOR: Hands on Surveying /I ~ \~ 26 Sliver Brook Drive ~ ~ ~ Flanders, New Yo~ 11901 ~ ~ BUILDING // First Floor: 5,656 SQ. FT. ! Second Floor: 3,333 SQ. FT. EDWIN ~O / ' ~ ACCESSORY BUILDING: s~P,~ First Floor: 330 SQ. FT. PA~RSON / 1000-56-04-22 ~.5 R/C~RD ~RUC' ~ ~ FIRST FLOOR DECKS: 2,390 SQ. FT. ~ ~os~. ~ ~ISED TER~CES: 743 SQ. FT. VA~ .~--- .//-] ~ COVE~GE BUILDABLE LAND AREA: ~,550 SQ. FT. ~ ~ ~ ~ ~ . { / ~ 9119 SQ. FT./84,556 SQ. FT. = 10.78% r ' ZONING ~ ' ~ .. ~ ~ 10.7% ACTUAL / 20% M~. ALLOWABLE Mil ' ..,.o,., P~oPS ~c -~ ~ / / PARKING: 27,969 SQ FT/84,556 SO. FT. = 33% LOT COVE~GE ~ VAC~ '~ ~ . / LANDSCAPING: 47,372 SQ FTI84,556 SQ. FT. = 56% % LOT COVE~GE BUSINESS ' ZONING / ~ ' .' LOCATION MAP ' X ' ' SITE INDEX ~~ 5P 2 SITE PLAN, 40th scale ~ooo-~=~o.~ · --~'~ ~ ~ , SP 3 ENLARGED SITE P~N NORTH, 20th scale -. SP 4 ENLARGED SITE P~N SOUTH. 20th scale ~.._ SP 5 EN~RGED SITE P~N - ~NDSCAPE & LIGHTING ~ "-- SP 6 SECTION THRU MARINA BASIN / --~ ~-- .....J~- BEGA 1 SITE LIGHTING p~N / / ' - ......... ~ s BEGA2 SITE LIGHTING P~N · ~ / / BEGA3 SITE LIGHTING .~N / FT DE'AC< / I SANITARY P~N F~OM P~OJEGT ~ITE/ PT ~E~AG~ 2 SANITARY PROFILES / ~ ENLA~E~ 51TN C-2 DOT G~DiNG & DRAINAGE P~N ~~ ~ ~ PLAN 5HB~T ~ ~P 2 / C~ DOT CONSTRUCTION DETAILS ~ ~ / / SWPPP 1 SWPPP OVERALL SITE P~N KEY PLAN SWPPP 2 SWPPP DETAILS & NOTES / t FIRST FLOOR P~N - RESTAU~NT / 2 SECOND FLOOR P~N, BASEMENT PLAN - RESTAU~NT / 3 BUILDING ELEVATIONS - RESTAU~NT ~: ~,, ~ / 4 FLOOR P~NS & ELEVATIONS - DOCK MASTERS BUILDING ~ ~E~IO~D, ~SU~ ~ SO--OLD TO ~ CODE SEC~ON ~P~V~ ~ET ~OR~ ~ ~ ~SOL~ION OF ~PROV~ DASD ~ ~ ~ ~0~ A~ AC~EP~D (SEE CONDITION~ ON ~SOL~O~. APPROVED BY [ TOWN OF SOUT'rlOLD PLA/'INING BOARD SITE PLAN APPROVAL REVISIONS: May 23, 2012 ADJACENT PROPERTY Sept. 1;', 2012 RESUBMIT- SITE PLAN APPROVAL March 20, 20t3 Z DRAWN BY: UT CHECKED BY: NS DATE: March 2, 2012 SCALE: 1" = 100'-0" SHEET TITLE: KEY PLAN SHEET NO.: LIGHT FIXTURE LEGEND SITE DATA SCTM #t000-56-07-02 THE ~[~PTIC. 0¥0T~i,,t F, IILL I~E ~¢~.~ PROPERTY: 64300 Route 25 ABDRESS GrGBD.O., NY i e P.~UIP. EI'd~NT 15 ~-g~Un~.~= e"~-T 'r~^~: ~'~./ .---"-'-" t,, ''= OWNER: MILL CREEK PARTNERS, LLC B /~ (' ,.--~-"-"-. "., SITE: 142,44~ SQ.FT. = 3.27 ACRES / ' ' ~ "[ '"'" ~ND UNDER ( ~ X / ~ ~ .................... // SURVEYOR: 26SilverBrookDriveHands onSu~eylng ~ ~ / ~ ---' Flanders, New York 11901 "_" -- ," · ", ORNANENTAL LI*HT~,DOHN = ' '" ' '"' PARKING REQUIREMENTS I00 ~¢, BESA ~2 NH, 50 ~[~s, B~SA 1224.5¢0, -'-'-% qB00 LU~NS, II FT hT, qB5 LU~N~, IO FT bt, SUNSET E~ ~ RESTAU~NT: SUNSet tO GLOSIN¢ TI~B '¢ ~1 ~IN~ TIM~ / I SPACE PER 3 SEATS OR 1 SPACE PER 100 SF OF FLOOR AR~ WHICHEVER 18 G~EATER · C .'* A "D" V"iALL MOUNTED 5EOUP-.ITY LISHTS, 150 ~t:t:~, ~E~A ~4,~0.,55~, 24o0 LUMENS, I0 FT HT, ON A5 RE;2UIP. ED DURIN~ OPEN "F" hIALKhLAY LI~HT~, 2PI, LUMASC, APES LSB'llLED BOULEVAfe./~, E~E~ LUMENSi :2 :FT HT, SUNSET TO C.LOSIN~, TIHE ~..~.~TC"__BU"E.SE~__&"~jAS~___ __ MATCH LiNE SEE SHEET SP 4\ e... ~~. ~ '-. TOTAL SEATS CALCULATION: I~ i INTERIOR - t80 SEATS = 60 SPACES / SQUARE FOOTAGE CALCULATION: / FIRST FLOOR PUBLIC AREAS: 3,117 SF / 100 = 31.17 SPACES (6) 18.5' WIDE SLIPS (16) t3.5' WIDE SLIPS (28) t0.0' WIDE SLIPS EXISTING BOAT SLIPS: 50 SLIPS PROPOSED BOAT SLIPS: 50 SLIPS SECOND FLOOR PUBLIC AREA: 2,509 SF 1100 = 25.09 SPACE', \~1 ' ~ %', ',,,,, THE TOTAL NUMBER OF PARKING SPACES IS GREATER WHEN '!~ THE CALCULATION IS BASED ON THE TOTAL NUMBER OF '"~i",, SEATS, THEREFORE 60 SPACES WOULD BE REQUIRED. ',* ,,,~,,~,. MARINA: .... ' ' 50 BOATSLIPS = 50 SPACES /" I ',,,· / ~,,o TOTAL PARKING SPACES REQUIRED: 110 SPACES wi 5 HC ',~ ACCESSIBLE " ~ TOTAL PARKING SPACES PROVIDED: 123 SPACES wi 5 HC ~ t, ACCESSIBLE t PA~TNEP..S 5/1112 \ \,~ '\ *~ ~*~ 'l',,,\ ',,, BOAT SLIPS INFOI~.MATION) i ¢~ [i ~.j J'~ ~) (~) I L // ~ THIS CONDITION SHALL BE FULFILLED BY KEEPING AN EXI~ H~ ~TILI~/~u~ ~ ~J ~ ~ ~'"-~ ~ ~ ~ ~ ~'"' '"'"" T PLO0~~ FLOO~ 2mI0'SLIPSI I~l~l~ ~iG~ TO ~e2.13,5 ~LIPSCI~" ~1~1~ ACTIVI~ AND MAINTENANCE LOG FOR THE PORTABLE /l ~ ~, ~ ~ PUMP~U '- ' - "' D INAOE CALCULATIONS "', (DW) "A" ROOF STRUCTURE & ENTRY DRIVEWAY ~c~ C--- ~ ~ DRYWELL AREA x ~INFALL x RUNOFF FACTOR = '' (DW)"A" 6,555SFx (2112FT.) x 1.0 =9~CU. FT. .~ *~lo*, .~H ~.~ (~ ~/ " ',, ENTRY D R~WAY: ~1~1~=~ ~*~ ........ ,:, J ",, DRYWELL AREA x ~INFALL x RUNOFF FACTOR NOTE: PORTABLE PUMP-OUT STATION WILL BE AVAILABLE ON.SITE FOR ALL VESSELS HARBORED IN THE MARINA, MATCH LINE SEE SHEET SP 4 (DW)"A" t0,374SFx (2/12 FT.) x 0.9 =1556CU. FT. USE: (6) 18' DIAMETER x 6' HIGH POOL (6) 10' X 6' STORM DRAIN RING = 2463 CU. FT. USE: {8) 10' DIAMETER x 4' HIGH POOL (8) 10' X 4' STORM DRAIN RING = 2189 CU. FT. PROVIDED REQUIRED 4652 CU. FT. > 2499 CU. FT. "B" DRIVEWAY PARKING AREA DRYWELL AREA x RAINFALL x RUNOFF FACTOR 46,586 SF x (2112 FT.) x 1.8 = 7765 CU. FT. USE: 10 DIAMETER x 114 HIGH POOL, OR USE: (,2,1) ~0' DIAMETER x 4' HIGH POOL (21) 10 X 4 STORM DRAIN RING = 5747 CU. FT. USE: (21) 10' DIAMETER SOLID WALL DOMES ', (21) 10' SOLID WALL DOMES = 2282 CU. FT. '"' PROVIDED REQUIRED ",,, *~ 8029CU. FT. > 7765CU rT. ~ CUT & FILL APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE .~/,:~,¢,~ / ,~/.~ CUT = 690 cubic yards FILL = 279 cubic yards LIGHTS, 2'fl~, BE~A 22qSP, IglOO LUMENE, II PT HT, SUNSET TO C, LOSINCa TIME POLE LI®HTS, ~0~ BE~A ~qq4MH, SqO0 LUMEN~,I~ PT HT,~UN~ET TO OLOSIN~ TIME "J" Y, IALKINA¥ BOLLAt~D LIGHTS, 2~2 LUMENS, 5 FT H% SUNSET TO CLOSIN¢ TIME · A "L" 51~N Do~NLI®HT5, IB~,BE~A 22q4P, ~25 LUMENS,~ Pt HT, SUNSET TO GLOOIN~ TI1"~ I1~*~II V\LALL MOUNTED STEP LIGHTS, ~,41N , ~A 2q15 LED, LUMENS, I FT HT, 5UN~ET TO ~LOSIN~ TIME FO'R. ADDITIONAL LISHTIN® PLAN5 SEE SHEET5 5P~, 5P4, 5P5, DE®A I CRAVEL, ZON~ x i --~ PARKING ,^,',.. '..~' TOTAL 123 SOUTHOLD BAY SITE PLAN ~nE UNE ALONG MEAN HIGH WATER MARK) ZONING BOARD CONDITIONS: 1. THE SPECIAL EXCEPTION PERMIT GRAHTED HEREIN MAY INVOLVE A CHANGE IN OCCUPANCY OR A CHANGE IN USE OR A CHANGE WITHIN A CLASSIFICATION OF THE OCCUPANCY. THEREFORE, AS A CONDITION OF APPROVAL, THE APPLICANT MUST CONTACT THE BUILDING DEPARTMENT TO MAKE A DETERMINATION WHETHER OR NOT A BUILDING PERMIT IS REQUIRED AND THAT CHANGES WILL BE NYS CODE COMPLIANT. 2. THE SPECIAL EXCEPTION PERMIT SH]ALL BE DEEMED VOID IF THE APPLICANT CANNOT COMPLY WITHI THE MINIMUM ON SITE REQUIREMENT OF 116 PARKING STALLS; AS CALCULATED IN A PLANNING BOARD MEMORANDA DATED SEPTEMBER 13, 2012 WRITTEN BY BRIAN CUMMINGS, PLANNER. SCALE: 1" [] 40'-0" PLANNING BOARD CONDITIONS: 1. THE RESTAURANT SHALL NOT BE OPENED FOR BUSINESS UNTIL ALL SITE WORK HAS BEEN COMPLETED TO THE SATISFACTION OF THE PLANNING BOARD. AND A CERTIFICATE OF OCCUPANCY HAS BEEN OBTAINED FROM THE BUILDING DEPARTMENT. 2. IF THE APPLICANT CANNOT COMPLY WITH THE MINIMUM ON-SITE REQUIREMENT OF 1 ~ 0 PARKING STALLS AS SHOWN ON THE APPROVED SITE PLAN REFERENCED HEREIN, THE APPLICANT SHALL IMMEDIATELY FILE AN APPLICATION WITH THE PLANNING BOARD FOR AN AMENDED SITE PLAN APPROVAL TO IDENTIFY ALTERNATIVE PARKING OR SOME SOME OTHER REMEDY TO THE SITUATION ACCEPTABLE TO THE PLANNING BOARD SITE PLAN APPROVAL REVISIONS: May 23, 2012 ADJACENT PROPERTY July 9, 2012 BOAT YARD Aug 22, 20t2 SANITARY SYSTEM REV AUG 28, 2012 BOAT YARD RELOCATE[ Dec 6, 2012 DEAD END ACCESS ROAD Jan 22, 2013 REVISED PARKING Jan 29, 2013 REVISED LIGHTING March 20 2013 MAY 2t. 2Ot3 E PRB~7~T NO: 1110 UT CHECKED BY: NS DATE: March 2, 2012 SCALE: t" = 40'-0" SHEET TITLE: SITE PLAN SHEET NO: $ EXISTIN¢ OONCt~4--TE NEA STONE VENEER AALL , PEDESTRIAN ~=XISTIN~ POLE NYT-SSO EXISTIN~ HATER 25' DLIhdpSTER LOCATIOf AITH & PT HICH P~-.IVAC¥ FENCE ELECTRIC AND UTILI"P¢ LINES NEW ELEC METERS-- ON BUILDIN~ PACE EXISTIN~ UTILITY'POLE TO BE REMOVED EXISTIN~ BANK OI NEA PLOAT DOCK ~/LOA SILL BULKHEAD EXISTIN~ U'f POLE N'r'T-85OS EXISTIN~ BANk REMAIN - NON INDISENOLIS t'4ATERIAL (I.E.: BRICKS) TO BE P-~MOVED, PLANT ;ARK LETTERS ON A LI~HT CONTRASTIN~ COLOR BACKSROUND DOINNLI~HTS PER SIDE Z Mill Creek .Inn UTILI"Pr' AIRES DRIVEAA¥ ENTRY UTILITY' POLE \,10 ELEVATION OF ~NEW SIGN PLAN & ELEVATION ~.~ ~ ~ ~ ~ ~ ~ __.---',. , . _-- I ~RETAININGWALL DETAIL E X LOAD IN~ ~ , ~ ~BER CURB DETAIL ~ ~(,.~.s.) DIN .::: x TAX MAP ~ IOOO-S&-Oq-4.1 ' ~NADOITIONAL INFORMATION) ',, t ' AMERIGAN BEAC F~~L/L~./ ~d~UIf=~EMENTS) MEAN HIgH ~TB~ MARK /-FLOOD x¥' ZONE LINE LINE FLOOD ZONE X - 10' SLIPS ~e N m~ ~ '"" Z ' 1U bLIFb :' ~ 2' 1 ] ~ SLIPS ~ ---'--~ 2 - 13Z L-~-~-~-~' [~ LIMIT~ '~,, TOWN OFsOUTHOLDo ~ ~ 2- 13.5'SLIPS ~OGK5 TO 2 - 10' SLIPS ~ ~ ~ ~A~EAi (SHo~NOFHATSHED)-EARIN¢ L~" .......... -- -- WETLANDS 2- 10' SLIPS DOCKIEA FLOATINCpt/LOA ' L;, ~ - ' CuR~TiMBER , -- SILL BULKHEAD - I EXI_STIN~ I'4At~INA 2 r-- ' 2- 10'SLIPS ~ BOAT ~ ' '----__, ~r' MATCH LINE . -- '- PLAN APPROVAL ~EVISIONS: May 23, 2012 ADJACENT PROPERTY July 9, 2012 BOAT YARD Aug 22~ 2012 SANITARY SYSTEM REV AUG 28 2012 BOAT ~;ARD RELOCATE£ Dec 6, 20t2 DEAD END ACCESS ROAD Jan 22, 2013 REVISED PARKING Mamh 20, 2013 -J o S DRAWN BY: UT CHECKED BY: NS DATE: March 2, 2012 SCALE: 1" = 20'-0" SHEET TITLE: ENLARGED $1Tl= ~I.AN NORTH SHEET NO.: MATCI-KLINE ' ' "lt" MATCH LINE /~ ,, POLE LIL-DD~ =LOO~ ~ 2- 10' SLIPS I N~ ', -... LINE ,..ZONE X ~ t~UILOIN~ .~ ~ii: CLEARIN~ ,,' /.../ = I I ~= zoNE ~A~ High ~AT~ r ~ t HARK' ,'-- F¢-~'-: T~ ~ILAPI~AT~ ~O~T~/ ~ ~ ~ ~ INDIDENOU5 NATERIAL / ~" ' ~ T ¢ ~ 0.[., ~¢~¢) ~o ~ ,- I , , (413 h2.~e~LiPs L~ ~U~A~ ~~ ~ ~ ~ ~[~ ~nd b il~ REHOVED, PLANT ~ I ~ -- -- ~ ~MAIN - NON OVERHEAD z -/u I o ~= (I.B., j~ __ - ~1~ ~l~TU~ A~ , ~''~'~ ~"~ I ~( / / ~ LAN~A~ LI~IT ~ ~ ~ ----'~ITH A~ERIOAN BEACH ~ m--~: ', ~ I. / F~EDH~ATE~ AETLAND5 1- .IP e~ASS (AS - SHENANDOAH 5~IT~H 50 BOAT , ~ 4-?:~ - ~ i, , .Poi L ~T-- LIHIT OF NE~ TAX MAP ~ 1000-D6-0~-4.1 ~ILAPIDAT~P - ~ ~ { ...... I I MEAN HIDH ~ATER HARK EXIDTLN¢ BANK TO ~.EHAIN - NON-- INDI~ENOUD HATERiAL (I.E.: BRIC, KS) P41TH AHE~IC-,AN BEACH ORABD (Ak PER DEC, RE<2UlREMENTD) NEH LOP, I 5ILL BULKHEA~ -"--- ¢" ' '""' 'NE~ RIP RAP EXiDTIN¢ NAT HARDH VE®ETATiON TO REMAIN LEA42 END PIf~-- ,APPAP, ATU5 PA'ClNt¢ "~RAVEL" PARKING TOTAL 123 RIP RAP SOUTHOLD BAY APPROVED BY PLANNING BOAR, D TOWN OF SOUTHOLD SITE PLAN APPROVAL SITE PLAN SCALE: 1" = 20'-0" REVISIONS: May 23, 2012 ADJACENT PROPERTY July 9, 2012 BOAT YARD Aug 22, 20t 2 SANITARY SYSTEM REV AUG 28 2012 BOAT ~ARD RELOCATED Dec 6, 2012 DEAD END ACCESS ROAD Jan 22, 2013 REVISED PARKING March 20, 2013 ZR°JEC¢ 1.0 DRAWN BY: UT CHECKED BY:, NS DATE: March 2, 2012 SCALE: SHEET TITLE: ENLARGED SITE PLAN SOUTH SHEET NO.: New Lmwn per N¥SI:>OT standards) gal, Ink. berry S¢" Switch ~roundcov~rs: ~lm~, p~rr~nl~lm Shrubs: duniperus vlrglnlana, Red OsCar, ~ f~ on cmm~r Shrubs: dunlperus Red C. edar, D FL on nsf. lye emil marmh to remain Plant disburbgd areas American Beach uirSmmn~ New Lgw ¢¢ __ New Lawn (am NEI^I N~.~G.P~T ~Landards) MAIN ROAD (STATE ROUTE 25) /I I Shrubs: Junlperus I I I~ I Shrubs: Hydrangms, 5 gal, Inkberry S&" hL, Hlghbush Blueberry, Lowbumh Blueberry, LIGHT 5h¢nondomh 5~l~ch ~rass, FIX~D ~roundcov¢rs: ~rbgrr~, VIn¢o, ~p perr~nlolm $ orn~m~nLml ¢,rass~s dunl la, Ea: ~edar, Prlveway Z - LI®HT i=l XTU~ES TYP Paving SEE FLOOR PLANS FOR EXTERIOR LIgHTINg AT ROOF DEC. KS C~ NEJ~ ~MP UP EX RAMP UP EXISTIN® BUILOlN® (t ,ESTAUt ,ANT) D Pecking LIGHT F I XTURE5 "pyp SEE PLOOR PLAN5 FOR EXTERIOR LISHTIN~ AT ROOF DEC. KS E Pecking E E G~NEI~I f=LOATIN¢ POOK G' E E~OAT BASIN SEE SH~ET~ 5P2, SPS, SP4 FOR PETAILEP INFORMATION I:;>rlvewa~j Shrubs: HBdrangms, 5 gal, Inkberry Dh" hL, Hlghbush Blueberry, Lowbush Blueberry, Shenandoah S~ltch ~roundcov~r~: ~rb~rr~, Vinci, p¢rrSnlmle ~ orn~m¢n[ml Tr¢¢: Gu¢rcue rubrm, O~k, ~" OAL, 5" cml ~m: d,ArcLo ~taphylos tarry, 18" h uva-urml, Bearberry, ID" and shenandoah swl~¢~ Shrubs uva-ursl phHIos I~" ht LIGHT F I XTURES ~P Shrubs: Inkberr, Bit 5 gel, hL, Hlghbush grasses TAX C C Pecking Shrubs: Hollgwoecl Junipers S ~f, h~ E LI®HT FIXTURE~ ~P Shrubs: uva-ursl Shrubs: iphylas 18" ht Tree: i.drangom, ~ gal, 2" h~, High,bush Blueberry, 5~ltch ~ross, Beorberr~, ornamental grasses E E Pecking E PIX~5 'I"YP ~MP UP __Exllstlng naLlve malt marsh vegei~atlon Lo remain LIGHT FIXTURE American Beach ~ras~ ~EO requirements) , Red cml Typical X \ \ \ \ EPeE OF= EXISTIN~ OLEARIN¢ ~P~E OF EXISTIN~ PAVIN~ EPeE OF= EXISTINg PAVIN~ OLEARIN~ LIMIT OF OLEARIN® AREA ~LEARIN~ (SHO~N HAT.HEP) \ \ \ X \ \ \ \ pLANNING LAN REVISIONS: May 23, 2012 ADJACENT PROPERTY July 9, 2012 ROAT YARD Dec 6, 20t2 REVISED pLANTINGS Jan 22, 2013 REVISED PARKING Mash 20, 2013 D~WN BY: UT CHECKED BY: NS DATE: March 2, 20t2 SCALE: SHEET TITLE: ENLARGED SITE PLAN I~NDSCAPE LIGHTING SHEET NO: 5TING, BAN~ TO R. EMAIN - EXIDTIN~ VEGETATION ~ EXISTINg, BUILD~IN~ BEY'ONID ~ R~I,,IAIN, NON IN~I~ENOU-G ivlA~t:::RIAL (I.E., B~IC,~) BE t ~,EAC.,H .~R. N.c 5 AND DP. Nt~ .TINA ~ ,LTE !RI 41t= C, ID¢ LF 'HIN PILIN~ .G ~ ELI :%/ +10.0 ELEV o.( ~ ~ BULk '_HI --AID BE, KO Ii: ( c PROPOI ~E :D LOIN '"'~ ~ ~,T NA, /~-t( ~ ",-: "., ~ ', ~:,,o: ~ '"~ ._~ , , / ~ : ; - ' / I_EVEp ~:- MEAN Hid ,H ELEV +O."?D -LE V: ,,. I ./~ F//~ ~ '///////~, ~r4 i --EVEL oF: I"'IEAN ~ ~ LEVEL OI= HEAN LOIN INATER I _o~ ~ATER ~.ly ~ EXIST t=LOATIN~ ~OC,,I~. EXIST BOA' EA~IN BO i i OH PROP-.--? ,- LO ......... ~, - - - BANt<. ~ ~ t=LOATIN~ BOAT BADIN O ~LOPE VARIED -A SECTION . THRU PROPOSED BANK ED~E OF INAH:::t,<. AT I,,IEAN HIgH INA li:~ TOP OF PILIN~ ELEV +10.O t=ACE OF NEIN BULl(HEAD' 5HEATHIN~ NEIN 12" IDIA BUL~HEAD EXIDTIN~ ~AN~ TO ~HAIN - EXIDTIN~ ~ETATION TO ~HAIN, NON INDIGENOUD ~O~P, ~LANT ~1~ AL~NIFLO~, ~ 12" O~ ~O~O~E~ FLOATIN~ gOd.EXIST FLOATIN~ _~ LEVEL OF 1,4EAN , HIgH J,%,~TER I L LEVEL OF HEAN NEIN TIE-ROD INITH HELICAL ~C,P, EIN AT EVERY PILE NEI/I, cf" BUL~HEAID .~HEATHIN~ I'DII PF~PO~ED ~f~IDIN~: PARKIN~ CURFACE ~LOPE AINA¥ t=R~H BOAT BA¢IN TO P~AINA~E 5 i t~IC, TUP~ IN PI~:~POCEI~ ~RIVEINA¥ EXIDTIN¢ ~ BUILDIN~ BE¥ONP O.O LEVEL Ot= t,,IEAN LOIN INA¢~R. PIROPODED POST5 PROPO~EI~ TII~BER EXIDTIN~ BANK TO la..EMAr~ -EXI~TIN~ VEGETATION I.E.: TO BE PLANT INITH ~,AN BEACH AN~ 12" OC, TOP OF EXIST EXIST BASIN ! / ~ P-R~PO.GEI~ E~AT ~ B~TTOH -- FLOATIN~ THRU LOW SILL BULKHEAD TIRE 5TOP5 'r'YP 2~ PITOH HIN TO ELEV +0.%5 LEVEL OF vlEAN HIgH I/',IATEt.<. LEVEL OF IvfEAN :~. APPROVED BY .0~ INA] t=t~ PLANNING BOARD TOWN OF SOUTHOLD "C.," LOI/',I DILL tDUL,I<.HEAD ' BOAT BASIN INALt(-..INA¥ BANt~ DRIVEl, flAY' THRU PROPOSED BANK SITE PLAN APPROVAL DATE: March 20, 2013 I-~. ~U.I. ~1-. ~OJE~q~lO: 11t0 HT CHECKED BY: NS DATE: March 2, 20t2 SCALE: AS SHOWN SHEET TITLE: MARINA BASIN SECTIONS SHEET NO: Luminaire Schedule Symbol Qty Label Arrangement Total Lamp Lumens LLF Description {~ 2 A SINGLE 3200 0.700 7972MH ~ 4 B SINGLE 320 1.000 1124 ~ 7 C SINGLE 850 0.800 6320 ~ 3 D SINGLE 2400 0.800 7460 ~ 23 F SINGLE N.A. 0.800 LS371LED-2W4-1 ~ 4 H SINGLE 1800 0.700 2295P ~ 6 I SINGLE N.A. 1.000 7762LED ~ 1 J SINGLE N,A. 1,000 7762LED Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min CalcPts Illuminance Fc 1.20 3 0 N.A. N.A. Norlhwest Terrace_Top Illuminancu Fc 0.66 2.4 0.1 6.60 24.00 Sign Ligh~ng_Top_l Illuminance Fc 4.37 4.9 3.4 1.29 1.44 Terrace_l_Top Illuminance Fc 1.74 13.5 0.0 N.A. N.A. Terracu_2_Top Illuminance Fc 3.33 5.2 1.5 2.22 3.47 Terracu_3_Top_l Illuminancu Fc 3.92 5.8 1.5 2.61 3.87 Terracu_4_Top Illuminancu Fc 0.40 2.8 0.0 N.A. N.A. Terrace_Top Illuminance Fc 0.81 9.4 0.0 N.A. I N.k D C .8 .6 .4 + b.o .~ +o.~ +o b.ob.~ b.zo.~ o C C D :.8 ~.~ +1.7t. .~ +o.oo.o~ b.~ ~.o +o.o b.o .[~q~o.~ ~.~ b.1 (,.) C) PARTIAL SITE PLAN -PHOTOMETRIC SCALE: 118" = 1'-0" APPROVED BY PLANNING BOAED TOWN OF SOUTHOLD REVISIONS: PROJECT NO: DRAWN BY: MP CHECKED BY: RE DATE: 4/23113 SCALE: ,HEET TITLE: LIGHTING SITE PLAN SHEET NO: 1 SITE PLAN APPROVAL b.2 SOUTHOLD BAY SITE PLAN- PHOTOMETRIC SCALE: 1" = 40'-0" APPROVED BY ....... pLANNING BOARD { SITE PLAN APPROVAL o<1:> o~ o ~ROJECT ~O: M~ CHECKED BY: RE DATE: 4/23113 SCALE: SHEET TITLE: LIGHTING SITE PLAN SHEET NO: .:; 2 h.u b.o b,o b.o b.o b.e b.o b.o b,o b.a b,o [3.0 [3.0 b.o b,o b,o b.o b.o b,o b.o [3.o b,o b.o b.o b.o b.o b.a b.o b.o b.o b,o b,o b.o b.o h,n b.o h.n b.o h.o h.a b.o b,a b.o b.u b.u b.o b.o b o b,a b.o b.o b,a b.o b.o b.a bo b.o b.o b.o b.e b,o b.o b.u b,o b.a b.a h.o SOUTHOLD BAY SIT LAN - PHOTOM TRIC ~ ~" = 40~ b.o LO [3.0 b.o [3.0 APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD SITE PLAN APPROVAL Z PROJECT NO: DRAWN BY: MP CHECKED BY: RE 4/23113 SCALE: SHEET TITLE: LIGHTING SITE PLAN SHEET NO: 3 ! MIN. SEWER MAIN OR -- BUII.C{NG CONNECTION w CONTINUOUS NO. 5 REBAR 12' O,C. ~R REINFORCEMENT DETAIL t NOT TO ~ ' $Ob~LD 1o'-0 ,I, -LOCATION .o~ RETAINING WALL DETAIL 2 ~ .~c~ --: ' WATER/SEWER CROSSING DETAIL ~ /- ,.,^.<w,,.o~GENERAL NOTES \ ~mx~ ~' \ ~ CaNCmE ~^.~W~ J~ - TEST HOLE DATA ~2 ~/ [ L~t~ '~ ~ ~ ~ ~,~ ~ ~, ~ [& ~ I ~ ( / .... ~L=~0.0 ~ . ~ ~.s~' ~x~su~ = ~ PROPOSED WICK HOLE , . ~ ........ ~ ~ i- ~ - ~ ~ '? ,/ ~.~ ..,:~ / OWNE~APPLICANT: I~~ P.O.~X~ 8CA~: 1' = ~ 24' PROPOSED lEACHING PROPOSED QUADRUPLE PRECAST SEPTIC TANK DETAIL INV'EL 88 ELEVATION {EL. 2 5) SANITARY SEPTIC SYSTEM EXISTING LEACHING EXISTING LEACHING POOL DETNL 3ROFILE (EXISTING LEACHING POOLS) POOL DETAIL EXISTING LEACHING POOL DETAIL 24' EOT. EL. 45 GRAD~ EL. 123 GALLEY DETAIL PROPOSED LEACHING GALLEY DETAIL PROPOSED LEACHING GALLEY DETAIL PROPOSED PRECAST GREASE TRAP DETAIl PROPOSED LEACHING GALLEY DETAIL SANITARY SEPTIC SYSTEM PROFILE (LEACHING GALLEYS) NOT TO SCALE PROPOSED TRIPLE PRECAST SEPTIC TANK PLAN 8.C.TM DIST. 10~0 SEC. 56 BU(. 07 LOT (~ Sc,~e: N.T.S Drlvm by: JJC Die: 8/14/2012 GRADE EL. t2.3 F3GSTING LEACHING POOL DETAIL PROPOSED LEACHING GALLEY DETAIL ~T HOLE ~CAVAT~N APPROVED BY PLANNING BOAED TOWN OF SOUTHOLD Health Department Approval Stamp 3/18/t3 SCDHS COMVENTS 2/18/13 SCDHS COM~NTS 17Jt 11t2 NEW ~STHOLE DATA..~__ 10/15/12 SCDH8 COMMENTS REVISIONS Condon Engmneenng, P.C. MILL (~REEK INN AND MARINA 64,30b MAIN ROAD (NYS 25) ! SOUTHOLD, NY SANITARY PROFILES 2 CRO~BACCEI~ \ \ \ \ \ \ \ gl xx I// \%/i \ ~ / ~\\ \/! ?~ \ :./ \/A.. MASHAMOMUCK POND . , so0TH6LD -- ~' ~' 'x ' ",, PROJECT / \ ~, '",,, .LOCATION, ' ,d .............. '"',, "",,, /'" A,' "' ~ "",. '" LOOATION MAP ,~ ':~ .......... / LEGEND ~S~NG PROPO~O , NTs.oT ASP.ALT SE ,ON x, RETNNING WALL ========= ',,,,., x GENERAL NOTES / ", \' \ 1. ALL MATERIALS AND METHODS OF CONSTRUC' ION SHALL CONFORM TO THE STANDARDS AND "~' '"~ \ SPECIRCATIONS OF THE TOWN OF SOUTHOLD ~ND THE NYS DEPARTMENT OF TRANSPORTATION AS '"', ' ........... ~'-'" - " REQUIRED. ~ '~',,,,,,, \ "-.. '"' " 2. EXISTING CONDITIONS SHOWN ON THE PLANS FROM SURVEY DATED MARCH 25, 2011 BY HANDS ON ~ '"', I ", SURVEYING. ELEVATIONS SHOWN HEREON ARE REFERENCED TO NGVD 1929 DATUM AND ARE \ ~""A ",, } \, RESULT OF ACTUAL RELD I~r~ASUREMENT. ': ~_",, / \ '\,, ", ', , ., ,. s.PRORE"TY'SPAR 'LLYLCOATE...F'OO. ZO.EAE(ELS).ZO.EXARDZO.E, -,AS ~_.~.~y \~, /~ \\,, ~,,,\., CE'R--'RMINED FROM IHE FLOOD INSUHANDS R~TE MAps ( FIRM ) PANEL # ~10~0~$SH E~I~CT1VE '- , ', 4. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND CEPTH OF ALL UTIUllES pRIOR TO THE ~ ' COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE IRFORMAllON SHOWN ~% '",,,.,,~ "'k ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. ~ / 6. ]HE CONTRACTOR SHALL SE RESPONSISLE F0R SECURING ALL RECEDSARY PERMITS SEFORE ', ] COMMENCING WORK. // 7. ALL UNSUITABLE MATERIAL AND OEBRIS SHAL. RE DISPOSED OF IN ~CCORDANCE WI]H TOWN. ",, /// COUNTY. STATE AND FEDERAL LAWS. CCOE$, ~ND ORDINANCES. CO~TRACTOR SHALL SE ',,, /' RESPONSISLE FOR DISPOSING OF ALL UNSUI1 ~BLE MA'IERIALS OFF$1TE. DEBRIS SHALL NOT SE ", ,,, BURIED ON-SITE. /' 8. ALL DRAINAGE PIPING MATERIALTO BE ADS N-12 SMOOTH INTERIORICORRUGATED POLYE]HYLENE '*,.,,,,,, ................. ,. PiPE AS MANUFACTURED BY ADS OR AN APPROVED EQUAL. INTERCONNECTING CATCHBAffiN PIPE ",, '"., CHAMBER HEADER PIPE SHALL SE MINIMUM 12' DIAMEIER OR AS NqTED ON PLANS. ALL PIPING TO ~ -~ HAVE MINIMUM 12' OF COVEI~ ' ~ 9. DURING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TO BE UTIU2ED AS '., ~ .ECESURY TO PRINT THE ~.~ORT O. ~O~MENT TO OFF*S~ A"~S, PO"DS, ~SADE ." ~ SP E CIAL NOTE ..~s, ETc. THE MmODS ANG MATERIA~ ,..LO~D,. THE .S~AU~TIO. A.o MA.~SA.CE OF EROSION CONTROL MEASURES SHALL CONFORM TO 'THE NEW YORK GUIDSUNES FOR EROSION AND '" ~ REQUIREk~NTS OF THIS NO~ APPLY TO ALL SECTION 402 HOT MIX ASPHALT SEDIMENT CONTROL'. ~ (HMA) ITEMS IN ]HIS CONTRACT. 10. ALL PAVEMENT TO BE REMOVED SHALL BE SA~CUT. l~ 81NRER ii. SOUNDINGSNOTEDTHUSLYX6.ff ARFWAT~:~DS~'ISASREPERENGEOTOLOWTICEI:L~/ATIONOP .~/, I1 ) /// ........... '----"'-' . USE A PO 70-22 MEETING THE REQUIREMENTS OF AASHTO M320. STANDARD APRIL 26, 2(X)6 DSRIVED FROM ACTUAL BO1TOM OF SASlN ELEVATIONS TAKEN AT 11:00 AM ON APRIL m~ ~ SPECIFICATION FOR PERFORMANCE GRADED ASPHALT BINDER FOR THE 26. 2006. PRODUCTION OF HMA MIXTURES FOR ]HIS PRODUCT. LOW TIDE OF APRIL 26. 2(!]6: ~- EL: -1.3' ~/- 4:30 AM m~ HIGH TIDE OF APRIL 26, 2006: ~- El.: 1.6' ~4r 10:40 AM ~a~ '- .... USE OF POLYPH(DSPHORIC ACID (PRA) TO MODIFY THE RD BINDER ///' / ",~ PROPERTIES IS PROHIDITEO FOR MIXTURES CONTNflING UMESTONE. 12. SEE SITE PLANS BY SAMUELS & STEELMAN ARCHITECTS FOR ADOITIOSAL INFORMATION. ~ ,' ",, LIMESTONE AS AN AGGREDATE BLEND COMPONENT, UMESTORE AS A : BOAT yARD / CONSTITUENTIMCRUSREDGHAVELAGGREDATE, ORRECYCLEDASPHALT 13. ALLWORKWlLLBECOOROIRATEDWITHOURDAPITALPROJECTPLANNEDFORTHISAREA, PIN004237 of boots ond /; "'" PAVEMENTORAF)]HATINCLUCESAflYUMESTOflE. THISPROHIBITIONALSO 'NY25THCKERLANETOENDOFNY25THIflCOURREO~RLAY". · ", APPEES TO'THE USE OF PPA AS A CROSS UNK~NG AGENT FOR POLYMER /) ~C~ LS~SE: AGRE~E:NT FOR MI~DL:~I~N 15. CONTRACTORTOCLSANEXISTINGDRAINACESASINSALONGANDIMMEDIATELYADJACENTTO]HENy F\ ~1tONN- ,NFORMAI~OR) 25 SITE FRONTAGE AT THE COMPLETION OF CONSTRUCTION. THE MIXTURE DESIGN MUST BE DEVELOPED IN ACCORDANCE WITH ]HE /i i/ CRITERIA SPECIFIED IN THE HMA ITEMS THAT ARE APPROPRIATE FOR AN 16. REPNR EXISTING SHOULDER, SIDEWALK AND CURBING AS ORDERED BY STATE ENGINEER. / 2.1E[5 ~S "ES*rlMATED TRAFFIC' LSVEL OF 2.9 MILUON ESAL'S. ~ / L~T I~ ~lE VAV[_~.T~ ............ ~ ....... 17. IF ANY DAMAGE TO THE EXISTING CONCRE-IE pAVEMENT OCCURS, THE CONTHACTOR SHALL REPLACE i THE E)DSllNG CONCRETE PAVEMENT TO THE LONGITUDINAL JOINT PER THE CURRENT NYSDOT / / ........ CALCIUM CHLORIDE PAVEMENT REPAIR DETAILS AT NO COST TO THE STATE (SEE AT~ACHED PLANS). I .............. ~ APPROVED BY BIWI=COT~souDSCOMMENTS ~ PLANNING IBOAR, D ~-~ ~ SITE DATA OWNER/APPLICANT: / TOWN OF $OUTHOLD MILL CREEK PARTNERS. LLD. / SCTM # 1000.56-07-02 P.O. BOX 326 / DATE .~//~, / PRORERTY: 643~ORout~25 CUTCHOOUE. NYii936i ~ . f ~. ,...-~ ('""~'3.~ OWNER: MILL CREEK PARTNERS. LLC Condon Engineering, P.C. MILL ( ;REEK INN AND MARINA C 1 INLET TEd2' BEGIN CURB TC 7.a,~ BC ?.4:t SEE CURB I~$1'RON DETNL SHEET C-3 EXIS'rlNG HYDRANT - STYE AREA EXISTING WATER SERVICE Z EXISTING DRYWELLS 10'J~ X 6' DEEP 'TyI). C)F 6 TW 10.'; BW 7.5 BLDG, EXPANDED TC 0.1 (STATE TC 8.3 BC 7.8 ~ SEE SHEET C-3 FOR CURB AND PAVEMENT RESTORATION DETNL8 IN N.Y.8. R.O.W. pROPOSED 12"El PIPE TO ORWVFJ. L TW t0.5 / / BUILDING (,ReSTAURAN'D B,gBgG,F,A i INCL 2,856 S.F. DECK & DE FiN FIRST FLOOR = EL*k13'5 9.5 @ ~. ~ +8.7 / PROPOSED WATER ~R%lCE J/ Y~,7r DW NEW DRYWELL$ (DIN "B") FOR 8URFACE~ lEE 8fl~ PI..~) EX]STING DI~IYWELLS 10'S X 4' DEEP TYP. OF6 DRAINAGE CALCULATIONS: THE PROPOSED ON-aTE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 2' RAINFALL. STORAGE TO SE PROVIDED IN EXISTING ~0~10RYWELLS PROVIDING 68.42 CF/VF OF STORAGE. THE DESIGN IS BASED ON THE FOLLOWING RUNOFF COEFFICIENTS: ROOF AND ASPRALT PAVEMENT 1.0, ROOF 1.0 AND GNAVEL PARKING 0~O. DRAINAGE AREA 'A': STORAGE REQUIRED: PAVEMENT AREA: 3,7tOSFXLOOX2'II2=618CF GRAVEL PARKING: 3,500 SFX 0~50 X 2'112 = 292 CF ROOF AREA: 5,~91 SFX 1,00 X 2'112 = 849 CF 1,759 CF STORAGE REQUIRED: 1,759 CF 168.42 CFNF = 25.7 VF REQUIRED STORAGE PROVIDED: EXISTING 8 - t O'lZI X 4' DEEP DRYWELLS = 32 VF DRAINAGE AREA*B': STORAGE REQUIRED: RKVEMENT AREA: 3,171 SFX 1.00 X 2'112 = 529 CF STORAGE REQUIRED: 529 CF 168.42 SENF= 7.7 VF REQUIRED STORAGE PROVIDED: EX]STING 6 - l(r~l X 6' DEEP ORYWELLS = 36 VF DRAINAGE AREA MAP LEGEND EXISTING PROPOSED CURB MANHOLE DRYWELL SEPTIC TANK;GREASE TRAP LEACHING POOL ROOF DRAIN DRAINAGE PIPE SANITARY SEWER CONTOUR PROPERTf UNE SPOT GRADE TOP/BOTTOM CURS EDGE OF PAVEMENT ELEVATION TOP/BO*FI*OM CURS DEPTH SOUNDINGS EROSION CONTROL 1. IN ACCORDANCE WITH THE PROVISll NYSCEC, DURING THE COURSE OF C SEDIMENT CONTROL MEASURES MA TRANSPORT OF SEDIMENT TO OFF-E MEASURES NS OF THE USEPA GENERAL PERUIT AND THE )NSTRUCTION, CERTAIN EROSION Arid ' BECOME NECESBARY TO PREVIENT THE TE AREAS, FONDS, WATER COURSES, DRAINAGE INLETS, RECHARGE BASINS, ETC. ACTUAL EROSION CONTROL MEASURES WILL ~E DICTATED SY FIELD CONDITIONS AS CONSTRUCTION PROGRESEES, SUT THE FOLLOWING GENERAL CONDITIONS SHALL BE O~RVED: ! EXISTING V~DETA~ON TO REMAIN SHALL BE PROTECq UNDISTURBED. CLEARING AND GRADING SHALL SE SCHEDULED BO AE EXPOSED AREAS AND THE LENG"~H OF TIME THAT ARE - THE LENGTH AND STEEPNESS 01~ CLEARED SLOPES SI REDUDE RUNOFF VELOCITIES. ! - SEDIMENT SHALL BE RETAINED ON THE SITE. SRECIRC METHODS AND MATERIAL8 EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE 'NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTI{OL'. :DAND REMAIN TO MINIM171: THE ~ OF ~S ARE EXPOSED. 'ALL SE MINIMI~I=D TO 2, SEDIMENT BARRIERS (SILT FENCE, HAY SALES OR APPRO~ED EQUAL) SHALL SE INSTALLED A8 REQUIRED ALONG THE UMITS OF DISTURBANCE FOR THE OURATION OF THE WORK. NO SEDIMENT FROI~ THE 811E SNALL BE PERMITIED TO WASS ONTO ADJACENT PROPERTIES, WETLAND~ OR ROASS. 3, GRADED AND STRIPPED AREAS AND~STOCKPILES SHALL SE KEPi' 8TABIU2ED THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED. SEED MIXTURES SHALL SE IN ACCORDANCE WITH BOIL CONSERVATION SERVICE RECOMMENDATIONS. 4. DRAINAGE INLETS INSTALLED AS PART OF THE PROJECT SHALL SE pRGTECIED FROM SEDIMENT BUILDUP THROUGH THE USE OF SEDIMENT BARRIERS, SEDIMENT TRAPS, ETC. AS REQUIRED. 5. INSPECTION AND MAINTENANCE OF EROSION CONTROL MEASURES IS TO SE RERFORMED DA LY BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION FOR TRE DAY AND AFTER HEAVY ORIPROLONGED STORMS. MAINTENANCE MEASURES INCLUDE, BUT ARE NOT LIMITED TO, CLEANING AND/OR REPAIR OF SEDIMENT BASIN8 OR TRAPS, SEDIMENT BARRIERS BERM8 DIVERSIONS AND INLET PROTECTION. ! 6. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION. 7, A STAS ll2~D CONSTRUCDON ENTRANCE SHALL SE MAINTAINED TO PI~cVENT BOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LDOAL RGAO~, THE CONSTRUCTION ENTDANDE SHALL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY STABIU2~D. ; 8. SEDIMENT SARRIERS AND OTHER EROSION CONTROL ME~SusEs SHALL REMAIN IN PLACE UNTIL UPLAND DISTURBED ANEAS ARE PERMANENTLY STABIUZED: AFTER PERMANENT STABlUZkTION, PA~ED!AREAS SHALL SE CLEANED AND THE DENNAGE SYSTEM CLEANED AND FLUSHED AS NECESSARY. APPROVED BY Bo^.o TOWN OF SOUTHOLD f12/t0/t2 DOT COMMENTS ~MMEHTS Condon Engineering, P.C. 1755 S~ee Paed Mal~uck, New Yak 11952 (631) 298-1~86 (631) 298-1986 fax MILL CREEK INN AND MARINA 64,300 MAIN ROAD/NYS 25) SOUTHOLD, NY i~ GRADING & RAINAGE PLAN C-2 DETAIL) STRAW BALE INLET PROTECTION DETAIL STAKE DRNEN AT ANGLE '-'---~ BEDDING DETNL .ANCHORING DETNL STRAW BALE DIKE DETAIL LIMIT (II~P) TYPE 1 DRIVEWAY ENTRANCE DETAIL SE~ (SEE SE~TICX~ ELEVATION !SILT FENCE DETAIL CURB TRANSITION DETAIL TYPICAL PARKING LOT PAVEMENT SECTION pROFILE CLBEH STABILIZED CONSTRUCTION ENTRANCE PERMANENT SURVEY i. MARKER TOP VIEW PERMANENT SURVEY MARKER ELEVATION DETAIL CAST IN PLACE PERMANENT SURVEY MARKER MAINTENANCE AND PROTECTION OF TRAFFIC NOTES: ~ I I UTILEY STRIP y TYPICAL SIDEWALK CLOSURE DETAIL SITE LOCATI( MAINTENANCE & PROTECTION ,OF TRAFFIC DETAIL (TYPE A CL~EI) = SHOULDER PAVEMENT CONSTRUCTION (PAVEMENT RE (N.Y.S. ROUTE 25 R.O.W.) ~AIR) F/////////////,/////~ \ ~ (EX. PAVEMENT TO BE LEFT LI~L~TLRBED) ~.. Lf~ hEEEEE L~ViSATTi~NR.QW APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD SHOULDER PAVEMENT CONSTRUCTION (NO PAVEMENT REPAIR) (N.Y.S. 'ROUTE 25 R,O.W.) PRECAST STRUCTURE NOTES: 8oale: N.T.8. Drmn by: JJC Dele: 3/10/2012 Condon Engmneermng, P.C. 1155 Sigsbee Road MatGk~dL New York 11952 ~1~ ~ml) ~1~ MILL CREEK INN AND MARINA 64,30,0 MAIN ROAD, (flYS 25) ! SOUTHOLD, Ny CONSTRUCTION 'DETAILS 12~10/12 DOT COMMENTS 8/14/12 DOT/SCDH8 COMMENTS REVISIONS C-3 G_NERAL STORM WATER POLLUTION PREVENTION NOTES SITE Dr:*e. cRIPTION & GENERAL REQUENCE OF 81TE ACTIVmE8 FOR THE ENTIRE SiTE 81TE DATA TOTAL SflE AREA, Pollu~on Control Measurm: ~, RyJ~SS .mlullorpem~nld)e 3Olbs. p~'m:m (0 7~,~ 1=000~1t) REMOVED PROVIDE EW STONE STAIRS EXISTINO [§) 10' NEW STONE NEW W/ LOW SILL DISTURBANCE (ON EXtS~NG U~]U'P( POLE FLOQO ZONE UNE ZONE X EXIS~NG VEGETATION TO ~ Z~E ~ (ELT) j MEAN HiGH DILAPIDATED POST EXISI~NG BANK TO REMAIN - INDIGENOUS MA1ERIAL (I.E.: BRICKS) TO BE REMOVED, PLANT DISTURBED AREAS WITH AMERICAN BEACH GRASS (AS PER DEC REQUIREMENTS) · OOD BULKHEAD TO BE REMOVEO FLOA~ING I~MPORARILY DURIN' OF NL-~/ LOW SILL BULKHEAD AN N~ UMIT DREDGING MAIN I RAIL EXISI~NG FRAME ~UlLDING (RESTAURAN'F) FIN FIRST FLOUR EL. 13.5 NEW R.OATINO DOCK OR~DG~N~ · MA]ERIAL (I.E.: BRICKS) TO BE REMOVED, PLANT DI~TURBEO AREAS NTH .J · DOCKS TO BE REMOVED MEAN ___~ WATER MARK /NEW PIUNGS~ DOCK W/ LOW NEW · MASTER BUILDING FF ELEV +8.2' ' NEW DOCK ACCESS .--~ RAMP & DECK ~ NEW PIUNCC '' ,DOCK W/ LOW SILL BULKHEAD TO REMAIN -- NON INDIGENOUS MATSRIAL BRICKS) TO BE U'nUTY POLE NYT-851 t GRAVEL SITE DATA ,'" SCTM # 1000,-86-07-02 ...~9 -*' "l. \x';iI PROPERTY: 04,09 RD.,. 20 /"~:,,; " ,s ADDRESSGmenpol't, NY 11944 " OWNER: MILL CREEK PARTNERS, LLC .,' '. "8 SITE: 142,44t SQ.FT. = 3.27 ACRES / 1_o -- ~ _. -~~ LAND UNDER . ' . ' /' WATER: 67,000 SQ FT .... _-- ..9 - ,,' 8 ZONING: M41 .... /' ' '-I SURVEYOR: Hands on Surveying . - 26 Silver Brook Drive ' '- Flandcrs, New York t 1901 OF ~S~N~; LICENSE #050303 ~_ANOWAR~)' L ~ T OF ' '-. '" .... t DATED5/22/11 NEW E,,]RY ,,,~ ;RE~rH~A/~EP¥ WEFLAN~)S AS ', ', TOTAL LAND -? ENVIRON 4~TAL CO,~St~--~LND, "" '/ DISTURBANCE: 103,927 SQ FT AN~'VERIn~-'a~. Z.' ~' \ OFF SITE LAND --"'"-. I B DISTURBANCE: 33,024 SQ FT // ON SITE LAND ",. DISTURBANCE: 70,303 SQ FT ',. 9 ON SITE ..~. ~ ', ,, i,!,,,,,r UNDERWATER / , ,, ',. ",~ DISTURBANCE: 90,217 8G FT ACGESS O~AI. } . ". \ / ~- - .... $OUTHOLD :,,, ",, ,, I BAY TEST HOLE ........ , BY MARK McDONALD GEOSClENCE ,,,, ,,, ,',,,,,,., SOUTHOLD, NEW YORK 11971 S/~NiTARY / NO SCALE '. TEST HOLE DATA (3/15/12) 2 pm ELEV +&: ~' ~ 6.4 FT.I BROWN CLAY CH POLE TO ! ,:' /' 70 FT. WATER IN BROWN CLAY CH ,', [] ' .,.' WATER IN BROWN FINE " 78 FT, TO COARSE SAND SW - '~ ', I" COMMENTS: WATER ENCOUNTERED 0.4' DRIVEWAY ', BELOW SURFACE, ELEV +1.8" : · ' REVISED ,, i ' CALCULATIONS OF FRES,W DRAINAGE WETLANDS AS DELINEATED UY ,Il, 11MBER C / SUFFOLK ENVIRONMENTAL '", ': [] P KING ~ -. CONSULTING, IMC 4/12/06 AND (DW) "A" ROOF STRUCTURE & ENTRY DRIVEWAY ", ~EA ' VERIFIED ON 5/25/11 I"~' ROOFAREA: I }, ~, DRYWBLL AREA x RAINFALL x RUNOFFFACT ~ .,, ! -- - 8 '~, ' (DW)"A" 6,6568Fx (2JI2FT.) x 1.0· =943CU. . LOW SIU. "~] , '- DRY .W,.B~..L AREA x RAIN"ALL x RUNOFF FACT°R ~. " U~E: (6) 10'DIAMt:~=RxA HIGH IN3OL / ~ _ _ ---.,, GRAVEL , _ / ', ~,, ,, t (I) 10' X 6' STORM DRAIN PJNG - 24~3 CU. FT. BE OF WA'rE'R, MEAN~ ,, .- , i DRiVEWAY ~_ ,,, I / ", U~E: (B) 10' DIAMETERx4' HIGH POOL '", (8) t0' X 4' ~TORM DRAIN RING = 2189 CU. F1 EXIS1]NG/BANK TO REMAIN 5.. , ZONE / x..........~, PROVIDED REClUlRBD NON I IGENOUS MATERIAL ~ GRA~[~ : ! UNE ,,,' . I 4662CU. FT. > 3409CU. FT. E.: BRICKS) TO BE[ P CN C"AREA ..-? r ' '. -- (DW) "B" DRIVEWAY PARKING AREA GRASS ~ (EL10) .... ,_ : B ..... .- - -" DRYWELL AREA x RAINFALL x RUNOFFFAG'T~R " .6 .............. UgE: t 0' DIAMETER x at' HIGH POOL, OR NEW LOW BULKHEAD '~ US1=: (27) 10' DIAMETER x 3' HIGH POOL .... PROVIDED REQUIRED B,M2 FT. > B,4?2FT. IP RAP / APPROVED I RIP RAP / SOUTHOLD BAY PLANNING BOAP, D "--... AR~ TOWN OF SOUTHOIfD DISTURBANCE (OFF SI~E) \ SCALE: 1" = 40'-0" DRED~NG TU..,DI. SWPPP APPROVAL CURTAIN REVISIONS: Ootober 16, 2012 November t6, 2012 ' January 10, 2013 0 PROJECT NO: DRAWN BY: UT CHECKED BY: NS )ATE: June 22, 2012 SCALE: SHEET TITLE: SWPPP OVERALL SITE PLAN SHEET NO: SWPPP WATER QUALITY VOLUME CALCULATIdN: FILTER FABRIC DROP INL~ PROTECTION DETAIL CURB DROP INLET PROTECTIONEXCAVATED G~SS OUTLET SEDIMENT T~P ~ ~ ~ SLOPE STABILI~TION NOTES: I I- ~NTOGRCEE~ STABIUZED CONSTRUCTION WrrH FL~TS ENTRANCE NOTES: ~iN 3 WITH F-~ pAVEMENT SILT FENCE NOTES: __ - CH~,~ORW~,~r (e ~NCHES. STRAW BN.E I NILET PROTECTION NOTES: Sl~LL SE ~ BY ax I~CMES ~NG Fa~EO. 6 SURFASEWA]ER*ALLSUI~ACE ..... ',,..'.: ''-' . '',. ~7 ....... ~,,~, .,, ~ TOF( ~ETHEBALES~i'(~E~'ERSTAEE$SHALLSEDRNENFLUSH TOFFL~ER L J FLOWING OF SEDIMENT ONTO PUBLIC SYI~CL ANCHORING DETNL (SEE SECTIC~,IELEVATION PLAN VIEW ,,,ovE,,,MED.,EL~. 8T_?_~BILIZED CONSTRUCTION ENTRANCE STR~W BALE DIKE DETAIL SILT FENCE DEIAIL TURBIDI'F~ CURIAIN DEIAIL S.~LsE ~,~ ~ ~. ^s~,$~.. r~. APPROVED BY' wrrH SmUE ^NG W.ICH 0~ ~O ~ / ^mROVED SEO~MENT TP,$PPING SEV~. PLANNING BOAR, ~ ,e$~IClNSEECT~,m TOWN OF $OUTHO/D ~ ; PROVDEDAFTER EACH R~IN DATE ~ / ~;~ ~/,.~ October t8, 20t2 November t6, 2012 Januaw 10, o,< - ~ ~ o PROJECT "O: D~WNay; ,~i~ u~ GHEGKED BY: NG DA~E: ~une 22, 2012 GGALE: No ~WPPP DE~AILG & NOTES SHEET NO: 2 LOADIN¢ t~.IT~HEN O BA~ 0 0 000000 HAIN LOBBY MAIN ENTRY D G OD G° HAIN DININg, ~OM 0 HARINA O FIRST FLOOR PLAN SCALE: 118" = 1' -0" SITE PLAN APPROVAL wi DRAWN BY: NS CHECKED BY: NS DATE: MARCH 2, 2012 SCALE: 1/8"=t'-0" SHEET TITLE: FIRST FLOOR PLAN SHEET NO: 1 MAIN E, AI~ AREA ~AI~ DININ~ AREA t~XI~TIN~ i~XI~TIN~ tDXI~'TIN~ ~,AD~.~_~NT_ i SECOND FLOOR PLAN SCALE: 118" = 1' -0" BASEMENT FLOOR PLAN SCALE: liB" = 1' -0" APPROVED BY PLANNING BOARD ToWN OF SOUTHOLD SITE PLAN APPROVAL <( LU "r' LU DRAWN BY: NS CHECKED BY: NS DATE: MARCH 2~ 20'12 SCALE: 118"=1'-0" SHEET TITLE: SECOND FLOOR PLAN SHEET NO: I II I II L44 II II II I EAST ELEVATION SCALE: 118" = 1' -0" PROPOSED EXTERIOR RENOVATIONS 1, REMOVE EXIST. DECK 2. NEW COVERED ENTRY 3, NEW ENTRY DOORS AND SIDELI?ES 4. NEW METAL RAILING AT DECKS 5. NEW WINDOW ABOVE ENTRY 6. REMOVE EXIST. SIDE DOOR 7. NEW STONE WALL AT ENTRY II II WEST ELEVATION SCALE: t/8" = 1' -0" pROPOSED EXTERIOR RENOVATIONS 1, NEW DECK 2. NEW METAL RAILING AT DECKS 3. NEW WINDOWS AT SECOND FLOOR SOUTH ELEVATION SCALE: '118" = 1' -0" PROPOSED EXTERIOR RENOVATIONS t, NEW FRENCH DOORS AT ROOF DECK 2, NEW METAL RAILING AT DECKS 3. NEW WINDOW AT MAIN GABLE L I The Mill Creek Inn NORTH ELEVATION SCALE: 118" = 1' '0" pROPOSED EXTERIOR RENOVATIONS 1, REMOVE EXIST. BRICK AT RAMP WALLS & ENTRY 2. NEW STONE VENEER AT EXIST. & NEW RAMP WALLS 3. NEW ENTRY - SEE EAST ELEVATION APPROVED BY PLANNING BOARD TOWN OF $OUTHOLD ~,AT~ ~/~/~0/~ SITE PLAN APPROVAL o Zm~, o ~ D~WN BY: NS CHECKED BY: NS D~TE: MARCH 2,20J2 SCALE: t/8"=1'-0" SHEET TITLE: BUILDING ELEVATIONS SHEET NO: The Mill Creek -- SOUTH ELEVATION SCALE: 1/4" = t' -0" EAST_ ELEVATION SCALE: 114" = 1' -0"' SECOND FLOOR PLAN SCALE: 114" = 1' -0" H.C,.. ,E~O }fiE'R, H.C.,. TOILET I~OCIt,4 H.C,,. TOILET NORTH ELEVATION ~cW~~.ELEVATiO~ ~~,, FLOOR PLAN SCALE: II4" [] t' -0" APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD SITE PLAN APPROVAL m o !-' ql, '''' ~- o l Ct) Ctl, NS lATE: MAY 23, 2012 3CALE: tl4" = 1' - 0" 3HEET TITLE: PLANS & ELEVATION1 ~HEET NO: 10'-0' '1' 10'-0' _ / MATERIALS & JOINTS EQUIVALENTTO / WATER MAIN STANDARDS OF CONS~UC31ON AND PRESSURE TESTED TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILMNG 18" MIN, NOTE: WATER/SEWER CROSSING DETAIL SEWER MAIN OR -- BUILDING CONNECTION _ PLAN ) MANHOtE RETAINING WALL DETAIl. 2 NOT TO SCALE CON,.BONS.O. GREDA, I~O~. --' ,/// WALL CORNER REINFORCEMENT DETAIL NOT TO SCALE GENERAL NOTES OLD MAIN sob$Bm ~,¥' PROJECT .LOCATION LOCATION MAP SCALE: 1" = 60(7~' Suffolk CeeaNy ~ of Health Se~ices Approval fi3r ~ * O~ ~ Single F~ T~ ff~ have ~n ~evie~ f~ genoral con~ with ~v~ Dam Reviewer APPROVED iN ACCORDANC;~ ~¥1TH BOAteD OF REVIEW DgT~RM[~{ATION DATEDr~ ~ 1 2013 SUBJECT TO COVENANTS ~ EE~T~[CTI0~S LinER PAGE WATER LINE(E) MUST~ . BE INSPECTED ~Y THE CkLL 852-5754,___._..~48 HOURS SUn~[T RE. OR R.A, C~RTI~ICA~ION CONSTRUCTION FOR FINA~ AppROVAl, ~CAVATION INSPECTON REQLDREO FOR SANITA~ SySTeM ~> (~) GROUNDWATER ENCOUNTERED AT pROPOSED SEWAG~ DENSITY FLOW ~ -- b.s'rO~N~ ~ k~INTAINMtN 4'SEPAP. AT~ON i~DCORRESTAUP.~NTSEATING: 10GPD~SEATXI48SEATS ~l,480G~D (~ (~ ~ 00~. ' I~S'~ eUIL.~ ~ BETWEEN BRICKWORK AND SmLICTURE 6.4' BELOW GRADE. ( ,#e G.F.~) iN~ BAR SEATING 10 GPD,'SEAT X 34 SEATS = 34~ G~D ~.~,.~- TEST HOLE DATA #2 {~ I~ ~ JOINT FITTING (D.IP.) ~NDOOR ~AR SEATING+ 5 ~'=ID~EAT X 34 SEATS = 170 GPD ® ® ~ ~ EL=~O.0 0.o ~STE. S~E~:TOTAL~C~""XSSU~' ==3,~ PROPOSED WICK HOLE ~ \ M~OSAND, LOAM STORAGE VOLUME (~ ~ 4"x4"x4' WYE ~NCH & DEBRIS (SC) TOTAL EXISTING SEWAGE R.OW = 5,64O ' "B'~' FITTIk~S(D.I.p.) SREYCL~YEY 5.~ PROPOSED SEWAGE DISPOSAL SYSTEM D~THOFSTC~ABOVEWlCK' _~ (~) /% ~ SANG (SC) 7.5' (WATER TABLE p ~ED DESIGN CAPACI3Y SEFrIc TN~( H~G~EST EXPECTED OROU~DW^3EP; EL2.5 ~-- --; (~ " t , KlrCHENusE 1.12~ X 5' EFF D~P/H G.T. = 3,750 GALFLOW = 3,340 GED STORAGE2 WICKS X ff GEEp X 511.1C~L/Fr: §,133 GALPROVI~D; , ~ TYPICAL SANITARY HOUSE CONNECTION CLEAN-OUT DETAIL WATER,, I NOT TO SCALE BROWN CL~Y (CH) 16'e x 3.142 =31 42S~ FT./POGE (~) ! I 8'~ LEACHING FOOL C~PACI]Y: / L[~I i 3/18/13 SCDHS COMMENTS ' BUOYANCY CALCULATIONS: ~ ® ' ............ PUMP STATION -. , \ .... . HIGHEST EXPECTED GROUNDWAIER ELEV. =2.50 DAND (BP) /_ __ _ -- -- -- Bo'FrOM OF SEPTtC TANK ELEV. = 0.65 5ff @ ESlC~N FO~ ~% EXPANSE~fl ..~. / / TOTALBUOYANTFORCE: GEOSCIENCEDATEDOCTOBERIS, 2012 LL~E 18 -SEX47EX4'LEACHINGGALLEYS=18GALLEYS>I7.FGALLEYS ~ ] ~'~' WI4 X 3.23~ X (2 5-0.65) X B2.4 PCF =- 947#X 1.5 = 1,421# GROUNDWATER ENCOUNTERED AT 7.E EXPANSION FOOLS NOT SHOWN ON THE BIlE PLaN SINCE TFEY CANNOT Ffr " / BELOW GRADE. DUE TO THE SIT~ CONSTRAINTS. i, ( ?u'/ / RESIST FORCE: ~. .. ~. / CONCREIE REQUIRED: 1,4E1# / 150 PCF = 9.5 CF BATHROOMS AND SHOWERS A~I) 2ND ~COR OFFICE SPACE AP, E FOR DCCK MASTER ..--.. ~'L~t ~t SITE DATA $....,.~.,A.. HOLE TIE DISTANCES PRO,~R~: G~ON..,~ ."""---.~""=='~'"'""~ '"' // WiCK : ADDRESS Gmenped, NY 11944 S.C.T.M. DIST. 1~0SEC. 56BLK. 07LOT02 d~ledsuchalem,c~%anda sped~cde~:npEa~orfleallem~on ?c..oO A\C ,TE: ,.,.1 so... ACNES(I. .,,~ OWNER/APPLICANT: ~~2 ~ O__F MILL CREEK PARTNERS, LLC. SITE PLA:N p.o.~ox= COTCNOGUE, NY 11935 ~ , 3 ' 12'~ X ~' E~F' ~TH ~ ~2~, ~ ", ~ ~ S~EEL BAp~ e 12' O.C 3. L~I~ TO ~ T ~mO ~ L~ eltoC WA~ maim. A~ ~U~E ~R~L A~ ~ S~ ~ DISroBED ~ IN ACUTE ~ T~.~, STA~ ~ FE~ ~. ~NI.~ ~ ',, ", ~ ~ ',~ l~O.C. . 5. W~TO~D~ C~SA~I~<ES.~ORS~LBE~I~EF~L~U~A~R~S~* ~,o~,. ~ ~ ~ ,, ~. 4. ~s~o~e~mvs~ ~ _s.m~ ~m~s. '~'~'~,~.,o~ ~ ~ -~.~N,.~ ~ ~ RETAINING WALL DET.AIL AT SEPTIC SYSTEM ~ T TEST HOLE DATA ~1 ~,~,~o,.~.. mNom , ',, ' EL=7. 0.0 ~"~ '~ ~' ~"~" ~-~ ~PICAL DISTRIBUTION MANHOLE ~ ? ) ~ SANITARY FLOW CALCU~TIONS: ~ ~ ~, -- WA~IN ~ v ~ N.T.S. 3ROWN C~Y (C~ ~ ~ .... S ALLOW~LE S~AG~ TO~ 81TE: X ~ '"' '" ~ND (8~ %~ EXlSTI~ ,ITC~Y FL~ X · ~ ~ "~ ~ ~s ~ ~ GE ~s3 ~ ~RF~D ~ ~ -- X -iff ~ ' ",,, ~ GEOSCIENCE ~O ~RCH 15, ~12 INVEL 1[ GP, ADE EL 123 FLOW LINE PROPOSED PRECAST GREASE TRAP DETAIL I~ L 6' PVC WASTE LIN~ INVEL ~eJl ~ INVEL O~~'- ELEVAT~ (El 25) GRADE EL. 11,0 24' G P,~DE EL 10,5 24" PROPOSED LEACHING GALLEY DETAIL PROPOSED LEACHING GALLEY DETAIL PROPOSED LEACHING GALLEY DETAIL PROPOSED LEACHING GALLEY DETAIL PROPOSED QUADRUPLE PRECAST SEPTIC TANK DETAIL INVEL Be SANITARY SEPTIC SYSTEM PROFILE (LEACHING GALLEYS) BOT EL. 45 BOT EL 45 EXISTING LEACHING EXISTING LEACHING EXISTING LEACHING BOT. EL. 45 POOL DETAIL EXISTING LEACHING SANITARY SEPTIC SYSTEM PROFILE (EXISTING LEACHING POOLS) POOL DETAIL POOL DETAIL POOL DETAIL SANITARY SEPTIC SYSTEM PROFILE GP,~DE EL, 123 INV£L 98 NOT TO ~CALE t PROPOSED TRIPLE PRECAST SEPTIC TANK PLAN S.C.T.M. DIST. 10(~ SEC. 56 BLK. 07 LOT 02 Scale: N ~m by: J JO Date: 8/14/2012 NOT ~OSC~LE PROPOSED LEACHING GALLEY DETAIL --I MAY - ~ LOIJ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVED REFERENCE NUMBER: CI(~-I'Z _o0~? SEEDRAW1NG# (~OF ~ FOR SPECIAL CONDITiON$ REVIEWER'S INITIALS: /~ Heatth Department Appr~al S~p 3/18/13 SCDHS COMMENTS 2/18/13 SCDHS COMMENTS 12/11/12 NEW TESTHOLE DATA 10/15/12 SCDHS COMMENTS REVISIONS Condon Engineering, P.C. 1755 Sigs~ Road Mattituck, NewYork 11952 (631) 29~1986 (631) 298-1986 fax ~.~ndonmlgineming.~ MILL CREEK INN AND MARINA 64,300 MAIN ROAD (NYS 25) SOUTHOLD, NY SANITARY PROFILES ~ I~ET PROPOSED4'~MANHOLE RIM 12.0 BE61H CORBX'X~ INV IN 8.8 TC ?.4* IN OI/f 8.8 sc ~.~ ~ ] \\ .~=~ ~l~// · HING POOLS AND CONF ¥1CK -I > TC 8.7 / EX. 8'EI X S' DEEP LEACHING -- (SEE ~'?CSC8'2 POOL TO BE ABANDONED~ MAIN- ' 'o'o ~ (TYP. OF 3)~ EX. 8'~ X 4.37' - TCS. t (TYP. OF 11) BC 7.6 TW 11.2 ~ BW~ RETAINING WALL PROPOSED 13,500 GAL. SEPTIC TANK z 3 - 12'l~ X 6' EFF. DEPTH RIM 12.3 INV IN 9.35 IN OUT 8.85 EX. LEACHING POOL, GREASE TRAP AND SEPTIC TANK TO BE REMOVED IN ACCORDANCE WiTH THE SCHDS STANDARDS 12'El X 5' EFF. DEPTH ~v 1o.5 BW 7.5 RIM 12.3 ~LD~r INV IN 10.35 4,4' IN OUT 9.85 PROPOSED 3,750 GAL. GREASE TRAP .- / ~. / / END CURB ~ /. / TC 8.3:t: · * ' BC 8.3.t: ... // / ,. DRYWELLS TO BE ' ,,' RELOCATED PARK!NG A'. A TO BE GUDED AT MAX. ,OR 20' FROM EDGE OF LEACHING GALLEYS (TY~.) ' w~cK,, /! ',1,0'El X l~ DEEP LEACHING POOL W~I~I, 12'EI CU,TTING, ,RINGS BELOW TO BE INE~TA.L. LED TO EXCAVATE, TO ACCEPTABLE SOILS )EE PROFILE) (TYP. OF 2)", NEW,4' DEE, P LEACHING GALLF~Y (TYP. O,F 25), O W TESTHOLE, #2 LOCATION 8.5 I / -~ ~N 9.5 BW 8.6-J: 3UILDING , 'nv 8.~, 0 ~ BW 8.5:1: I MAY-92013 L SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVED REFERENCE NUMBER: cl~ - 19_' ~ '~ _ SEE DRAWING #_.~t OF ~ FORSPEClALCONDITIONS REVIEWER'S INITIALS: (~ Health Department Approval Stamp 8,989 G.F.A ~.A' , S.F. DECK&' OIL & FLOOR = EL I3.5 ~.t' BLUESTONE/ PROpOSED!IS" HIGH RETAINII~ WALL TO BE LOCATED BELOW G~ wrrH',THE PROPOSED PARKING A~EA (SEE RETAINING WALL DETAI 6"El PERFORATED PVC PIPE (TYp.) ~ (PERFORATIONS FACING DOWN) ~ AREA BENEATH LEACHING POOFS, TO ~ ) IN WITH CLEAN SAND AND GRAVEL (SEE PROFILE~, TAX MAP # 1000.56-07.4.1 EXJSTINGRPZ n~ FI~ _~ °°-~ -.I~,RIVEWAY / ,, \\ , PROPERTYLEASED'BY-M~.L \_ LOCATED IN CELLAR ~ % ~ ~) ~' III ,, CREEK PARTNERS 5/1/12 -'~: ..... ~.. ~ ' ,, ~ ~ ", 'SEE LEASE AGREEMENT FOR ~ PROPOSED 4'~ ~NHOLE ~ ~ ~ - ~ ~x ~ 'ADDITIONAL INFORMATION) / ' / I INVIN9.8 ~ / ~' ~ o ~ ~ DW~---~ ~, ~ . ) IN O~9.6 ~ *~ ~/ ~,,~,, ~ o ~ ~ PROPOSED ~ /~'~ ", ~ // WILKINS MODEL* 2- ~0' SLIPS ~ ~ ~ , ~ ~ o [ ~975XL~l12"RPZ ~ ~ ,/ ,~ ~ ~, DW /" ~ ~ " O \ \ :L,, 7,2 /, 0 2 - 10' StIPS o O IN.) 2-13.5"/SLIPS 2-13.5' \,~ 2-1o' sups o ® 2-13 \ 13.5' .10'sLys O 2-10' SLII~S o , 2-10' sLiPs ~/10' SLIPS z-~--,, DW ,,-L-- x Dw #1 LOCATION DW E \ " / ' "B" \ % E/ONE EXTREME SEA lES DH152 UNIT (TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURE: SPECIFICATIONS) "INV IN 3.25 - 4" OUT 4.5 - 1 114" .F.F. = EL. 8.2 S,C.T.M. DIST, 1000 SEC. 56 BLK. 07 LOT 02 -- PROPOSED 2-STORY NEW DOC~ MASTER BUILDING (6~60 G.F.A.) RECEIVED MAR 0 q 201,3 5UFF, CO, HEALTH SERVICES OFFICE OF WASTEWATER MnT. 2/18/13 SCDHS COMMENTS REVISIONS Drawn by: JJC Date: 12/1tl2012 Condon Eng neenng, P.C. 1755 Sigsbee Road Matlituck, New Yo~ 11952 (631) 298-1986 (631) 298-1986 fax www.condonengineering.com MILL CREEK INN AND MARINA 64,300 MAIN ROAD (NYS 25) SOUTHOLD, NY SANITARY PLAN 1