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HomeMy WebLinkAbout1000-114.-3-1 (2) 1fiB IRIDERaIONED,PUPSUANTTOSOUTROLDTOWN CODE EECnON y"/. .;-,;a,- /[,.' I `,iT -♦, THBUCERBIGNEDDOPETRATTRECONDDIONSOPTIOSITP PLA �-; APPROVAL SET PORTNNTREREa0Lm10NOP APPROVAL DATED SITE PLAN FOR STORM WATER POLLUTIONeA I, ARE ACCEPT® (SEECOIOInON50NRE50LVOOT9 y ,� J C2fl �/r/ I �, PLEASEra1NT 6 D//� .r-?=" �'�'�,,;, ry,r �x•. r F 1!t tit ATT - A - MAR MARINA, LLC . PROTECTION PLAN ATURE �,Al1TH01UZE051GN 'rrILE DATH \i•` f�, �5�,, e 1, t 1�` APRO DDAY TOWN OF SOUTHOLVE c9oARn SITE DESCRIPTIONNAT MATTITUCK I _ �xr - PEREaffnaird cNnml.e 7 , ,..a- A OR¢EDSIGNATURE TITLE DATE .' TOWN OF SOU THE CONSTRUCTION THAT IS TO TAKE PLACE WILL ;Ar NOTE:'Be approved site development plan shall be valid for INCLUDE THE FOLLOWING: ,� ,�- ', Y edod of twee 3 ears from the date of approval Be per ' ;� ,` ! '..�\ Rode section 100255. (1) CLEARING AND REGRADING OF SITE IN AREA OFCONSTR \'r `\�- y SUFFOLK COUNTY NEW YORK (2) REMOVAL EMOVAL°CTIDN. ' OF EXISTING STRUCTURES THAT LOCATED ✓'7,`.�P`•, . „'?� J IN THE CONSTRUCTION SITE. ZPEE,s (3) REMOVAL AND RELOCATION OF DRY WELLS FOR / ROOF- RUNOFF SCTM: 1000- 114-03 -01 (4) REMOVAL OF WOOD RETAINING WAL_ pa , �� SCALE: 1 "-40' (4) CONSTRUCTION OFA BOAT STORAGE BUILDING � AND OFFICE. {. OF VTOCV -�G� Ss (5) CONSTRUCTION OF ADDITIONAL PARKING AREA C . PNip0. i \ �e rp :x;<'"-r-.wAx�s��,. � (6) CONSTRUCTION OF ADDITIONAL STORM DRAINAGE 6'- r 77 '1' ?.�'" COLLECTION AND RETENTION SYSTEMS TO RECHARGE ` THE RUNOFF FROM A 2" RAINFALL. SCALE: 7" = 600' (7) INSTALLATION OF A STANDARD SANITARY SYSTEM, LOT COVERAGE: 9J�'� OPS D ('✓ d 8) INSTALLATION OF NECESSARY PUBLIC UTILITIES TOTAL LOT SIZE: 8.75 ACRES (43,560 x 8.75 = 381,150 SQ. FT.) 0OL p0 �, \' JAN 27 20 6 - I LOT COVERAGE WITH NEW BUILDINGS k REMOVALS: 75,449 SO FT or 19.8% (30% allowable) E.P j Po aP\oo No \\\ il! ALL CONSTRUCTION AND IMPROVEMENTS TO CONFORM TO WITH 5 LANDSCAPE AREA NEW ADDITION & PARKING: 151,382 SQ FT or 39.72% (20% required) F4P e`�' yV' Southold Town it ALL STATE, COUNTY AND LOCAL CODES. EXISTING PROPERTY ZONE M-2 (Marine 2) i L4+ Plenm Board �� ° „ y WOODED A A GENERAL SEQUENCE OF SITE ACTIVITIES SPACPARKING CRITERIA: PARKIN f +.m �..•i„X'l".,'Fin L^S.rv3a...l cYNFY1"Y+i+:�...a' Qp,GRP�f yo T� BAKER 20 (40) 6� ny \I22 N/O/F LAND OF BAn1 R - EXISTING RESTAURANT - 120 SEAT 0 1 space / per 3 seats QPa 1V (1) HAY' BALES WITH SILT BARRIERS ARE TO BE INSTALL AROUND THE EXISTING BOAT STORAGE BUILDING: 25,000 sq. ft. - 1 space / 1000 sq/ft (25) i QOU I. ° cP. PERIMETER OF THE SITE TO PROVIDE EROSION CONTROL. NEW BOAT STORAGE BUILDING: 28,480 sq. ft. - 1 space per / 1000 sq/ft (29) pP�RpOE x (2) CLEARING DEBRIS AND CONSTRUCTION, DEBRIS WILL BE REMOVED NEW OFFICE FIRST FLOOR LEVEL: 3,389 sq. ft. s i w„ 22 FROM SITE IN AN EXPEDITIOUS MANNER FIRST FLOOR OFFICE SPACE: 2000 sq/ft - 1 space / 100 sq/ft (20) / s ON ss \ (3) ROLIGH GRADE WILL BE ESTABLISHED MAINTAINING ALL RUNOFF ON FIRST FLOOR STORAGE SPACE: 1389 sq/ft - 1 space / 1000 sq/ft (2) EP o,P Si SECOND FLOOR OFFICE SPACE: 1200 sq/ft - 1 space / 100 sq/ft (12) 14 SECOND FLOOR STORAGE SPACE: 1149 sq/ft - 1 space / 1000 sq/ft (2) / (4) ALL TOPSOIL AND BACK FILL MATERIAL IS TO BE STOCK PILED BOAT SALES k RENTAdS % 10 vv CP,PP w" : 3 spaces + Marina Requirements 3�o AVAY FROM WATER AND COVERED WITH TARPS TO PREVENT P q ( ) 91 SLIP MARINA: 91 a 1 space / per slip = 91 spaces + 1 space / per employee(13) (104) N 65 05' 40" E 215.03' RUNOFF. SECURITY OFFICE BUILDING: 900 s ft - 1 space 100 s ft 0 ,5 q/ P / q/ (9) 2 sVEo G E.�J\`o�G ? REES t8 20 22 (5) DURING INSTALLATIOONSTRUCTONN OF LOF BUILDINGS. THIS LS STORM DRAINS IIS TO EPROVIDENCH AINS SECURITY OFFICE STORAGE: 336 sq/ft - 1 space / 1000 sq/ft (1) LI o cod ERr`tv f;TREE rW� IMIIIEDIATE CONNECTION TO GUTTER SYSTEM ONCE ROOF IS TOTAL MARINA PARKING SPACES REQUIRED = 107 / "1Z 5-5 xGP INSTALLED AND TO INSURE MAXIMUM CONTAINMENT. TOTAL RESTAURANT PARKING SPACES REQUIRED = 40 / - ,tsyE`5y� PSG p TREE R 10 27 PA Es o ° �Hi (6) INSTALLATION OF ANY UTILITIES REQUIRED. TOTAL OFFICE PARKING 2ACES REQUIRED TOTAL STORAGE PARKING SPACES REQUIRED = 1 % o EE 7) INSTALLATION OF BASE COAT PAVEMENT AND CRUSHED STONE 247- CD �' P ( (PAVEMENT) TOTAL PARKING SPACES REQUIRED = 247 CD / NEW OR _ O F1'\�G ,�l REE & RAVEL 22) e' HIGH Ill 06� TO MINIMIZE SILT RUNOFF AND STORM DRAIN CONTAMINATION. RELOCATED GG ��O P� ` GaaG' Caw W SUMMER BRED CEDAR TREES O '' (8) INSTALLATION AND CONSTRUCTION OF ALL STRUCTURES WITH TOTAL PARKING SPACES PROVIDED = 153 TREE P '(� �� JFL �� MA A PARKING ON BEASTERN O o HANDICAP PARKING SPACES PROVIDED = 8 Q / NEW OR EW OR NEW OR P` TAP WATERMAIN �( PROPERTY UNE © tf f-c APPROVED PERMITS. 252- RELOCATED RELOCATED ,a RELOCATED TRE „ �'' TREE S GSA esti OOwNsrEAM of q 5 J�'N.q T R HER ICKHAM AVE. p o b (9) PROVIDE FINISH GRADE MAINTAINING ALL RUNOFF ON SITE. SITE OVER-FLOW PARKING PROVIDED = 0 r, � E~' TREE O METER A fif Oj AT R GE p TOTAL SPACES PROVIDED252:TREE TREE TREE /E Cq^) O PLUS (1) 15'x14'x45' TRAILER PARKING SPACE �J mWOR � 4 PA E k04PA ES O SRIoM (10) PROVIDE SEEDING AND REVEGETATON OF ALL LANDSCAPED AREAS / RE cgrED N °R N DR E��'' O AP 0) AP G) OL RIM „T • AS OF THIS DATE HISTORY OF THE MARINA INDICATES THAT AT THE BUSIEST TIMES OF LOCATED / ELOCATED TREE TREE „ REE TREE TREE H9 PROVED NO WATER ' ' THE YEAR THERE IS NO NEED FOR ANY MORE THAN 64 PARKING SPOTS FOR THIS SITE. TREE (11) PROVIDE ALL SCREENING AND LANDSCAPE IMPROVEMENTS As NEW R qsp TREE ExISP EPTIC ew suPPLY 14 PA ES © THIS INCLUDES THE RESTAURANT, EXISTING STORAGE BUILDING, OFFICES, MARINA AND REL cgr6o N OR CE , avm SYSTEM FO 1 3;, AP c O� REQUIRED BY SITE PLAN. EXCEEDS �-y STORAGE AREAS, THEREFORE LANG BANKING OF DESIGNATED PARKING THAT „ LOCATED ER s I P P.q Ron7�sLIP pf,WINIAA ' ;� 2 --------&�t°� ND-WgTER---qN- S--- -N° W° SB I "pO OUR EXPECTATIONS HAS BEEN NOTED FOR FUTURE PARKING IF REQUIRED. NEW TR ® EE E " A�U'" P « G) c 9P 'EST "pLf PARKING SI ANO�UCO�'ApEq`ls ,'¢ MI�E q,,,' �- p GENERAL POLLUTION CONTROL MEASURES GENERAL NOTES: RELO ATED TRE - 7 z'';3 conACE _ - 24Sp 7k7q 8� is 1. OLD SEPTIC SYSTEMS SHALL BE FILLED IN AND CLOSED AS PER SCDHS REQUIREMENTS % TRE W OR / op MIN ° , L A °w O Q secuellr _ - « ER OII Nf =w OOH AS PER THE PROVISION SET FORTH HE THE UNITED STATES ENVIRONMENTAL ELOOATED I MIN _ 2. ADD STORM WATER RUN OFF DRYWELLS FOR NEW BUILDINGS. NNIF � PROTECTION ACT GENERAL PERMIT, THE FOLLOWING INCLUDING, ATER, EROSION FUf (IN TREE m P� _ 8 zdN / NEW'SL .ti (FRAME BLDG tN pp gS O E-'0 3. HAY BAILS SHALL T PROVIDED DURING CONSTRUCTION JCJ .-. m. ____--_ MANAGEMENT AND SEDIMENT CONTROL MEASURES INCLUDING, BUT NOT Es f N m mc( '� // WATE N 11 PA ES f3 (AS REQUIRED UI TOWN OF AVE THE TRUSTEES & NEW YORK STATE D.E.C.) ' NEW OERGR U now ?ob � P G) � AP LIMITED TO THE FOLLOWING ARE TO BE STRICTLY ENFORCED DURING THE 4. NEW STORAGE BUILDING TO HAVE THE SAME FASIA HEIGHT AS THE EXISTING BUILDING. / RELO ATEO °UA'D) oR -� �?yWm f? I,�m u�rER NEty COARSE OF CONSTRUCTION AND LANDSCAPING. 5. ALL DRAINAGE IS TO MEET STATE k LOCAL CODE. �' TRE RELOC a co"c. qO NE ATE NET BE MI - o ��- RELOCATED DRY WELL OPt 0J- VAULT-/ HrsoauT 6. ALL OFFICE BUILDINGS MUST HAVE A SOURCE OF FRESH DRINKING WATER TREE ;, a alAiMa sLAe SE TI REL cAT�- ° 1D- - - I U. eoliFF9R DoE NONE GN (1) ALL EXISTING VEGETATION AND TREES THAT ARE TO REMAIN IN PLACE ARE RUN OFF FACTORS ASPHALT = 1 .0 GRAVEL = 0.5 ROOF = 1.0 TA K L.Pi°FC, P c" 1p4Ecr, RELocgrE uW, A ELE ROOF ' A S/ H- L T/ zoo wan i rRr - ,0 TO BE', PROTECTED BY THE MEANS OF CONSTRUCTION FENCE OR OTHER 7'-0" DEEP POOL x 10' DIA. = 479 CU,/FT. % HD TREE rR TANKS -i'i / , i_ ,p // DRAI.ACE ° R APPROVED MEANS TO INSURE THEY ARE NOT DISTURBED DURING fJ B(D UNDER T�'�' P' T RLNP TR 5 A AGE I UN GROUND ELECTR 3 PHA E METAL- ADDE. O / TREE (evm' --- - ----- CONSTRUCTION. _ _ BOAT STORAGE BUILDING ADDITION = 28,480 SQ./FT. / NEW DR ( °,.,,sAORE) BooTH AL-HALIDE �, pROPO5F.D -T a'� 2DD w rr /' _ _ I- i -<i� -� \ (2) EXCAVATION AND ESTABLISHING A (ROUGH GRADE IS TO BE DONE IN = .166667 x (28,480)(1 .0) ... h J F _ _ - - - a°w Co NELocgrED� o;°e,'� LIGHT '�- �,. P // 200 wqT[--, �' si P __ 100' +/- - SUCH A MANNER AS TO MINIMIZE THE EXTENT AND LENGTH OF TIME / �ELOCA�ED W ORrr ^ OF ICAmol - FF�IF G ,I - METLGHi�tDe - 1 Ta GFauDE _ AD HA DIc zo WgTr D'� NON - SUCH AREAS ARE EXPOSED AND UNSTABLE. ALL EXCAVATED AREAS TO = 4,746.667 479 E 9.91 h TREE '` '1°rJ'CER'wPPPr y r,, E OAT Au POTABLE LIL - / © � MEfA4-H D , L' ns�r,eF BE LEFT FALLOW ARE TO BE SEEDED WITH A MIXTURE OF FAST GROWING MIN. OF 10 POOLS REQUIRED OR EQUAL PARKI AMM I ''E 4 ¢ Ex. GFRs OL �v�, sHIOP �,IcATE ExlsnN Lip. We'L� cH .- zoo wgrrl PUMP POR wEi c / m 14 SEED THAT IS SUITABLE FOR SOIL CONDITIONS. (TYPE OF SEED TO BE EE TO BE UM 0 ., 2r ' �' I 200 WAS' EX Lt METAL-HALIDE TO BE PLACED / PROPOSED OFFICE = 3,389 SQ./FT. METAL-HALIDE ,` i y,� FOR RooF P:�n... Qt, LIGHT IN VAULT ' �� w USED IS TO BE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE % NEW OR 'I AN FILLED -% - ,/ DRY WELL DRAINAGE TO N _ SP L Prow '� )'� r^Z'', y- -'"LIGHP-'" � STORA ,'RTE OVER-FLOW PARKING PO BELOW GRADE, � i' m = .166667 x (3389)(1 .0) h RELOCATED 'I - m Zt, 'v - T, pgRKING CAPACITY 50 EXISTING i BE FILLED IN-�Oc' i//� RECOMMENDATION.DP'T°N' IBJ / TREE TREE / - 2 v o STORAGE CON - �j CONTAINER L.P. FOR AND H]OMPACTE \ %i i = 564'6345 479 = 1'18 o (3) ALL CLEARED AREAS SHALL INSURE THAT THE LENGTH AND ANGLE OF THE / % NEW OR v21n ��� EXISTING BOAT ii�j' r' SLOPE IS MINIMIZED TO TO REDUCE RUNOFF VELOCITY AND CHANNELING. MIN. OF 2 POOLS REQUIRED OR EQUAL ��. RELOCATED .r; b f� E_CONII NEW BOAT Est' DRANAce - - TREE ,: ;,YI y x srORAc Va,V' T - IN - SLOPED AREAS THAT HAVE ASPHALT PARKING AREA = r , STORAGE STORAGE BUILDING NEW OR I W P ' P81-E '\ RELOCATED ¢ "❑ / BUILDAIG "' DRELWE 12 ( _ _ - -- , - - _ FIN FUR. 115 �, � Ja ____- ._. . 0 D RET AININ ONROT w ° z NOT BEEN STABILIZED WITH GROUND COVER 166667 x (64,764)(1.0) /, SITE OVER PARKING W 4) ALL RUNOFF AND SEDIMENT IS TO BE CONTAINED ON SITE AND NOT 10,794.02 / 479 22.53 TREE Q 3 -" ADDITION (1)TR CK m 200 wan ,, PARKING CAPACITY 41 ALLOWED TO RUN ONTO NEIGHBORING PROPERTIES OR INTO PUBLIC MIN. OF 23 POOLS REQUIRED 1 N OR Z w m ��•% METAL-HALIDE WLVV EXISTING L.P. LOgDI G < RE C0 TED Z "° rn LICHT 6T` gL E / FOR ROOF O d ROADS AND DRAINAGE SYSTEMS. THE USE OF SEDIMENT BARRIERS IS GRAVEL AREA = 28,652 SQ./FT. E a v A', PB / DRAINAGE TO neUo INC REQUIRED ALONG THE PERIMETER OF THE CONSTRUCTION SITE THROUGH( (MARINA PARKING) _ .166667 x (28,652)(0.5) \ Q o 3c,• a . .NEIN- �il BE FILLED IN s.pw n OUT THE ENTIRE PROJECT. AND COMPACTED + 15'W :x•-c 1 f x, = 2,387.671 479 = 4.98 \ NEW OR •'Q Q © � , _ zoo WATT - zoo wan u'H O ¢ 5 A CONSTRUCTION SITE ENTRANCE .AND DEPARTURE AREA IS TO BE CREATED / m CeSr, 2DD WATT_ _ -- - METAGAA METAr=HALIDE , z ( ) MIN. OF 5 POOLS REQUIRED '\ 1 TREE (ID NEW OR 3 2.?o Z ,% N,E mml_ HAuoe zoo HALL LIGHT LIGHT 45'L / / w TO PREVENT THE TRACKING OF SOIL AND DEBRIS ONTO PUBLIC ROADS. TREE RELOCATE- W =':'v TNV (CHT _­1THIS'RELOCATED �' '\ ® 1R E Q z �" � ucl+r � � � / z Q H--+ THIS S TO REMAIN IN EFFECT UNTIL THE ENTIRE SITE HAS BEEN COMPLETELY 4"� Q 'A"V- ON-POW - DRY WELL Lw W �' . ' I I I 2 °' I I I I i /,./ .� N N 3 LANDSCAPED AND ALL PARKING HAS BEEN EITHER PAVED OR COVERED 'WITH GRAVEL AREA = 22,564 SQ./FT. RETAINING 'm �,°' _ ( ( . MARINA PARK( - ASPHALT A/ ape a A MIN NO 6" OF CRUSHED STONE EX NG) 166667 x (2479 =( 3.9 TO cBavEL PRIOP sr0 � ;r^- a1.?t a „ I //•%:%�%_ rr' 6) ALL 'UNOFF IS TO BE RETAINED ON SITE IN ACCORDANCE WITH ALL LOCAL 1 ,880.337 / 479 3.93 OUVMPsrER P.°w /,/j �z REGULATIONS AND APPROVALS. ALL. INLETS TO STORM DRAINS ARE TO BE MIN. OF 4 POOLS REQUIRED INSpN CON RMERI D ATION LL DR X -xISTNNG GRAVEL AREA m / PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF DAMMING AND ' ° ce G °*11% m 10 SCREENING. EX. BOAT STORAGE BUILDING = 25,000 SQ./FT. �a 2a' % - er-sril (7) ALL MEANS ARE TO BE TAKEN TO MINIMIZE THE DUST DURING THE CONSTRUCTION. _ .166667 x (25,000)(1 .0) w �R zssrp(X AP OTo E E 17095 (8) ALL EROSION CONTROL AND SEDIMENT BARRIERS ARE TO REMAIN IN PLACE = 4,166.675 / 479 = 8.7 I ©P STs 3 PHASE a r�,T:��-�,=.a r;� ouND LIGHT NE UNDERGRO ELECTRIC w UNTIL ALL LAND HAS BEEN PERMANENTLY STABILIZED. ONCE LAND HAS BEENLn MIN. OF 9 POOLS REQUIRED OR EQUAL U m £�� tJt 'a!�/ � C3 `+o G� D Q D Q Q D BPLAM F PERMANENTLY STABILIZED STORM DRAIN SYSTEM IS TO CLEANED AS NECESSARY. o VIP ° ONUN1c ENGIE O I (9) MAINTENANCE OF EROSION CONTROL SYSTEM IS TO BE CONSTANTLY MONITORED ® NEW PARKING LOT AND ROOF RUN OFF POOLS O oCHAIN LINK FEN L LKD / RET. WALL + IN ORDER TO INSURE THAT THE INTEGRITY OF THIS SYSTEM IS MAINTAINED, 2' DEEP x 10' DIA. THESE POOLS ARE TO BE 3 o a + ESPECIALLY AFTER HEAVY STORMS AND CONSTRUCTION BEING PERFORMED IN USED WHERE ELEVATION IS < 10'. Z $ o AREAS OF EROSION CONTROL. MAINTENANCE IS TO INCLUDE, BUT NOT LIMITED TO o THE REPAIR OF SEDIMENT BARRIERS, CLEANING OF STORM DRAINS, REPLACEMENT ® NEW ROOF RUN OFF POOLS 7' DEEP x 10' DIA. WHERE Q ° OF HAY,-BALES AND REGRADING AS NECESSARY TO PREVENT RUNOFF AND CHANNELING. ELEVATION IS > 13' w FLOAT APPROXIMATE SHORELINE HIGH WATER MARK e (10) PROPER DISPOSAL OF ALL WASTE, DEBRIS, HAZARDOUS AND TOXIC MATERIALS IS TO NEW PARKING LOT RUN OFF POOLS 7' DEEP x 10' DIA. BE TH'EiRESPONSIBILITY OF THE GENERAL CONTRACTOR OR THE OWNER OF THE PROPERTY In HEADwgL WHERE ELEVATION IS > 13'. S,alE� PROPOSED LANDSCAPING• ALL DEAD TREES ALONG THE SOUTHERN �� TIHATOALLFNERAL LOCAL, STATE. AND EDERALCONTRACTOR HASELAWS AHIRERE COMPLIED, DURING °NSTRUCTION WTH CONTINUOUSLY. NEW PARKING LOT AND ROOF RUN OFF POOLS 4' DEEP + 1p\S PROPERTY LINE ARE TO BE REPLACED WITH 12'-15' RED CEDAR -N TREES. APPROXIMATELY 2" TO 4" IN CALIPER. ADDITIONAL 12' TO x 10' DIA. THESE POOLS ARE TO BE USED WHERE METAL o 15' RED CEDAR TREES WILL BE PUNTED IN A SINGLE ROW, ti THE GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR MAINTAINING ALL RECORDS OF THE ELEVATION IS Z10' & < 13'. RAMP Q STRAIGHT LINE PATTERN AS REQUIRED To INCREASE THE DENSITY CONSTRUCTION SITE ACTIVITIES, INCLUDING BUT NOT LIMITED TO ALL INSPECTION REPORTS, ? of THE SCREENING N FRONT of THE NEW BOAT STORAGE SHED VIOLATIONS OF THE RELEASE OR ACCIDENTAL DISCHARGE OF POLLUTANTS TO THE PROPER SITE DATA: J AT 07'-0" oc.. AUTHORITIES, AS DEEMED WITH THE USEPA GENERAL PERMIT. ALL MODIFICATIONS TO THIS SITE AREA = 8.75 ACRES m SWPPP THAT HAS BEEN PROVIDED THAT IS DEEMED NECESSARY DUE TO SITE CONDITIONS TOTAL BUILDING AREA: EXISTING: 75,449 SQ. FT. 5 ❑2 NOTE: ALL WELLS ARE TO BE USED FOR CONTRACTORS CERTIFICATION OR SPECIAL CONSTRUCTION ARE TO BE REVIEWED BY THE ENGINEER AND APPROVED PRIOR TO INACTING ANY CHANGES TO THIS DOCUMENT. EXISTING PROPERTY ZONED, MARINE (M-2) oN \NG OOG� NON -POTABLE USE ONLY SUCH AS BOAT PRIOR TO COMMENCING ANY WORK ON THE SITE SCHOOL DISTRICT 9 & 11 F�GP UIE WASHING AND FLUSHING WATER ONLY. THE FOLLOWING CERTIFICATE IS TO BE SIGNED WESTERN TREES TO BE RELOCATED OR PLANTED: NON-MEDICAL OFFICE AND ACOPY IS TO BE PROVIDED TO THE TOWN INSURE THERE IS NO MEANS TO CROSS- OF JUIDICTION. TREES THAT ARE TO BE PLANTED ARE SOLELY FOR THE PURPOSE OF SCREENING THE NEW BUILDING FROM THE ALLOWABLE SANITARY FLOW (DENSITY(: CONNECT NON - POTABLE WATER WITH EAST SIDE OF THE CREEK, ALL CONSIDERATIONS ARE TO BE TAKEN TO INSURE THE MAXIMUM SCREENING Is GROUNDWATER MANAGEMENT ZONE IV "I THE CONTRACTOR OR OWNER (IF NO CONTRACTOR HAS BEEN PLACED PROVIDED BY STRATEGICALLY PLACING ALL TREES. ANY TREE THAT IS IN THE LAND BANKED AREA THAT IS CAPABLE ALLOWABLE FOR SITE WITH PUBLIC WATER = 600 G.P.D. PER ACRE PUBLIC WATER AT ANYTIME. ALL NON - UNDER CONTRACT) CERTIFY THAT UNDER THE PENALTY OF THE LAW OF BEING RELOCATED IS TO BE RELOCATED AT THIS TIME TO INSURE FUTURE SCREENING WILL BE IN PLACE IF POTABLE FAUCETS ARE TO BE LABELED. THAT I UNDERSTAND, ANDD WILL COMPLY WITH ALL TERMS AND CONDITIONS MORE PARKING Is REQUIRED. 600 G.P.D. / ACRE x 8.75 ACRES = 5250 G.P.D. (NON- POTABLE WATER ONLY, NOT TO BE SITE PLAN INFORMATION OF THE STORM WATER POLLUTION PROTECTION PLAN FOR THIS SITE. 1. TREES THAT ARE TO BE RELOCATED WILL BE RELOCATED BY A PROFESSIONAL ARBORIST. SEWAGE DISPOSAL DESIGN CALCULATIONS: I WILL ALSO COMPLY WITH ALL FEDERAL, STATE AND LOCAL CODES INCLUDING 2. NEW TREES TO BE PLANTED WILL MEET THE TOWN REQUIREMENTS OF MIN. 2" CALIPER. USED FOR DRINKING OR COOKING AS PER THE NEW YORK STATE POLLUTION DISCHARGE ELIMINATION SYSTEM ("BUTES°) 3. ALL TREES ARE TO BE STABILIZED AS REQUIRED TO INSURE TREE WILL NOT UPROOT DUE TO A WIND STORM. NEW OFFICE BUILDING336 SF STORY RESTU RANT/ MARINA OFFICE IS BASED ON LAND ALSO UNDERSTAND THAT IT IS UNLAWFUL FOR ANY ONE TO CONTRIBUTE SECONDRST FLOOR LOOR - 2349 SF x .06 GAL%SF 203.34 GPD. sF 140.94 GPD. THE SUFFOLK COUNTY DEPARTMENT OF TO A NIDATION OF THE WATER QUALITY STANDARDS" 4. NEW TREES ARE TO HAVE THE TRUNKS PROTECTED AS NECESSARY AGAINST DEER. 5. ALL TREES WILL HAVE AVAILABILITY OF A CLEAN WATER SOURCE FOR WATERING. SURVEY PREPARED BY HEALTH SERVICES.) 6. ALL TREES THAT DO NOT SURVIVE ARE TO BE REPLACED. PROPOSED BOAT STORAGE BUILDING WAREHOUSE - (NO WATER OR SANITARY) JOHN T. METZGER NOTE: ALL LEACHING POOLS, SEPTIC TANKS, SIGNATURE: DATE: EASTERN TREES ALONG WHICKHAM AVENUE 26,480 SF x .04 = 1139.2 GPD ELECTRIC LINES, WATER LINES AND GAS TITLE: 1 . TREES THAT ARE LOCATED IN THE BUFFER AREA ON THE EAST SIDE OF MARINA LOCATED ALONG WHICKHAM EXISTING BOAT STORAGE BUILDING LICENSED LAND SURVEYOR NOTE: JULY 22, 1992 PLANNING BOARD APPROVED SITE PLAN PRINT NAME: WAREHOUSE - (No WATER OR SANITARY) FOR RESTURANT EXPANSION AND PARKING. EXISTING PARKING AVENUE ARE NOT S BE DISTURBED EXCEPT FOR REMOVAL OF DEAD DEBRIS. ExIsnNG6F x MlDD 04 COTTAGE AND SECURITY BUILDING 'Doo GPD LINES ARE TO BE MINIMUM OF 1 O FEET SIGNATURE OF TOWN OFFICIAL 2. ANY TREE THAT DIES, Is TO BE REPLACED WITH A TREE OF THE SAME SPECIES. IS 49618) AT THIS TIME WAS DEEMED ADAQUATE. APART. RELIEVING THIS DOCUMENT: TITLE: 3. ALL REPLACEMENT 1REES MUST HAVE MIN. OF 2" CALIPER. (NO WATER OR SANITARY) 1236 SF x .06= 74.16 GPD 91 SLIP MARINA HAY BALE DETAIL ROUND SEPTIC TANK (1 ) THIS CESSPOOL IS TQ BE PUMPED OUT 2" WEAR COURSE TO BE PITCHED 10 GAL/SLIP x 91 SLIPS = 910 GPD. ADA NOTES AND AND FILLED IN IN ACCORDANCE WITH SCDHc TOWARDS DRAIN COVER. H.T.S REQUIREMENTS TRAFFIC COVER 4e PERSON INCRDu"D POOL LANDSCAPING BEYOND GRAVEL/RCA DRIVEWAY N.T.S. TEST HOLE DATA PREPARED BY 5 GAL/PERSON x 48 PERSON = 240 GPD. SPECIFICATIONS TO BE 6" HIGHER THAN DRIVEWAY ELEVATION FASTEN SEDIMENT SCREEN DONE ON GEOSCIENCE BORING COST IRON FRAME a GRATE TO 2X2 WITH PLASTIC ZIP DONE ON 11/08/04 CAMPBELL FOUNDRY LANDSCAPING TIES OR APPROVED EQUAL. O O EXISTING RESON x 1 (1- STORY( 2X2 STAKE 10 GAL/PERSON x 120 PERSONS = 1200 GPO PITCH TO DRtAN DRAIN (MIN. TWO PER BALE) 10' DIANE TOTAL FLOW = 4907.64 GPD. NOTE: THIS BUILDING AND ALL ADAMIN. 6" THICK GRAVEL/RCA SEDIMENT BARRIER SIGNS , PARKING SPACES HAY BALE i' MINIMUM 1' MINIMUM SEWAGE DISPOSAL SYSTEM DESIGN: p D o 0 0 GRADE- @17.5' ASL CAST(Ron IRAMr.wo oowl m GRADE T'- NEW OFFICE BUILDING / PROPOSED STORAGE BUILDING AND RAMPS ARE TO CONFORM MIXED SAND AND LOAM P.r.arv. ,..o RX191m oD DDD ID]:w°cAsnxc ro d1AM maexe cAsnuc m mAor TO ICC/ANSI A117. 1 - 1998 COMPACT FILL M➢ ac . tno Laze: wlsm Mtt n.e SEPTIC TANK REQUIRED: P wx. LOCA,E ORM Y NOTES I c 2'- ® 15.5' ASL r neune Irauxe ssAe r MAX lush LAW ACCLs °w° 0 t N. 1483.48 GPD (USE MIN. SYSTEM) x 2 DAYS = 2966.96 GAL ADA PARKING I V O T J \FO BROWN SILTY SAND SM M° ' µ� SARI R ,n� Z' MAX PROVIDE Q 3000 GAL SEPTIC TANK FLOW IE mri a" Pal Pear MIN. lrRMc COLT I GRADE 3.5' - ® 14.0' ASL J - ]®®® ❑ N (1) 10'-0" DIA x 6'-0" EFF, DEPTH SEPTIC TANK = 3000 GAL/DAY Illi. :' X ME. IL te. a• a• E2.WI NEE W MIX. C pA IE IU " N M IJPR°ND 0' E. 1l,P.J 'd1 B w PKH, R law PIPE di 14" Ia„ PIPE%lcxm t/r rr. MAX �o ❑ 0 � � LEACHING POOLS REQUIRED: NOTE: ADA PARKING TO BE GRAVELLRCA DRIVEWAY DETAIL EO m„A' romxwcxT L '_ EEn roar I, ve a ®� Pm mor Z 1483.48/1.5 = 988.99 SF. MIN . O F 10' -0" WIDE T r Xlx, r ulx. m ❑ 10' DIA. NEED 31,52 VERTICAL FEE R ETECIIVE J N.T.S. FLOW LINE ° 3 OEP H s ❑ w a, PROVIDE (4) 10' DIA. x B' EFF. DEPTH = 32 VF. = 1044 SF. Go W _] 1d-O' DIAMETER 3 ❑ ❑D > z I �" BY 20' -0" LONG AND �` "'"' IDENTIFIED BY ADA ❑ p FINISH R= , _ 1/2" NOTE: BALE TO BE SET IN MIN OF 4" TRENCH PALE BROWN FINE I 10-0.OIgnE1--_R I GRADE -I PROPER SIGNAGE ON TOP OF SEDIMENT SCREEN. SEDIMENT EL azS ❑ ❑° w NUNN= - SCREEN IS THEN TO BE WRAPPED OVER THE TO MEDIUM SAND SP 6FMI�. DRounD wt ❑ ❑D to 2" WEARING CURB LANDSCAPE LIGHTING TOP OF BALE AND STAKED THROUGH WITH aACKFlLL MAT.RIAL TO BE EAN EL 2] ❑ ❑D COURSE ADA RAMP DETAIL MIN. OF (2) 2x2 STAKES INTO THE GROUND RAIN:, ANO GRAVEL LANDSCAPER LOUVER LIGHTS (THREE TIER) e' MIN.VIRGIN MIN. 1 -0'. 3 IN A NRGIN STRATA OF " A' ARE TO BE USED FOR LANDSCAPE LIGHTING, RANO AND GRA EL o t 2" BASE COURSE P A VEIVI EN T o SAND / GRAVEL -I ''�181CI'Z9";.:. INCANDESCENT, (MAX 100W) � I °� 1 , 500 GALLON CYLINDRICAL DETAIL_ 0 2x2 STAKE 1; SAND AND FIBERBOARD \� COMPACT SOIL �/ 15.2'- ® 2.3' ASL SEPTIC TANK DETAIL T� 3'-O" MIN. TO GROUND WATER , EXPANSION JOINT SEDIMENT COMPACT SOIL LEACHING POOL DETAIL WATER IN RAMP AT 1 : 12 BUILDING AND SECURITY LIGHTING BARRIER SEDIWENT BARRIER PALE BROWN FINE DEPTH OF LEACHING POOL IS BASED ON FURTHERMOST I� V';;';:` SE \ (20) 200 WATT METAL-HALIDE LIGHTS ARE 2x2 STAKE TO MEDIUM SAND SP LEACHING POOL FROM SEPTIC TANK N.T.S. N.T.S. LEACHING BASIN DETAIL \11 TRUNCATED DOME MAX. SLOPE _ LOWER SECTION HAY BALE e PROVIDE SMOOTH DETECTABLE TO BE PLACE AROUND THE NEW AND 1T- ® 0.5' ASL RAMP MIN. WIDTH 5'-0" EXISTING BOAT STORAGE BUILDINGS AND OF SLOPED AREA SHEET nTE 01- 18-04 1E: 01-25-06 PRO Ecr No. ENGINEERS 5 SHEET NO D 1- 18-0 4 844-2004 TRANSITION WARNING OFFICE AS PER SITE PLAN LOCATION /-SEDIMENT BARRIER COMMENTS: WATER ENCOUNTERED 02- 12-04 EAST ' 1 MATT - A - MAR MARINA INCE �s�, DEF KC WITH NO LIPMAX. SLOPE 1: 10 15.2' BELOW SURFACE 11-30-04 DRAWN m: END , g F,rn 'I A¢O'fl �✓.T� -« , HAY BALE 12-06-04 CMA 1 0'f 1 SITE PLAN ATMATT1TUCK " DOOR LIGHTING ASL - ABOVE SEA LEVEL 01-04-05 CHECKED 6Y. DESIGN ASSOCIATES, LLC TOWN OFSOUTHOLD o W 01- 15-05 Custom resltlenealA c°mmerclal tlesgn Che pl°rmMp 02-05-05 SUFFOLK COUNTY,NEW YORK 2 z. DOOR LIGHTING TO BE WALL MOUNTED, I 15, TEST HOLE DATA 09-09-05 YP01°°1675, 5130M°Inaay+I:wRpadS°uM°IQNewVak11971 INCANDESCENT, (MAX 10OW) 10-04-05 scA,E: 0117a-1862 FMaotm Ball 7"M 1000 - 114 - 03 - Ol 4" MIN. COMPACTED N.T.S. 11-04-05 1" = 40' cAmaead•°al[am GRAVEL BASE 6 x 6 WWM AT MID DEPTH o1-os-os e a soN