The URL can be used to link to this page

Home My WebLink About1000-125.-4-24.23 . ~ i li lull ` VIII i ~ I'I 'Il'~ ~l~ll~l' I{~I~ ,Illll, VIII III' I ~J IIP~Ii~, I I I ~ I I' r II SITE PLAN BASED SITE DATA: a~ a~ ~ ~ ~ to ilI P'l II+' I II 1111 I. HELL5 ROAD III„ -9 ON SURVEY BY: OWNERS LAUREL LINK5, LTD. ~ I Il YOUNG A YOUNG, LAND SURVEYORS SI No.: 1000-125-04-24.23 2 0 05TRANDER AVENUE SITE AREA, 6,7138,132.00 5G.FT. (1541 ACRES) I: ' 'lll~' „'i1~1 I', ,111 ~ I' ~ e VERHEAD, NEW YORK 11901 ZONE, A-C (AGRICULTURAL CONSERVATION) Y~Mtµel I ~ ~ 4 Z N mu'~,i i'~YY~v III qi a] V vA USE, RESIDENCE AND GOLF COURSE (51 ) 121-2303 GWMZ, IV NO SURFACE WATERS WITHIN 300 FEET OF PROPERTY LINE g WATER SUPPLY, PUBLIC/,~,, y~ DATUM: NGVD (I 1g2q) M w 8 NO I-ELL5 WITHIN 150 FEET o OF PROPERTY LINE EXISTING BUILDING AREA = 19,394.00 SG.FT. WITHIN ZONE (A-W: 2.8496 LOT COVERAGE I AVENUE V„ ~ WORK I q` I ~ ~ m Ln m ~ a o~ PROPOSED BUILDING = 24,394.00 50.FT. z~ AREA WITHIN ZONE (I 3~ 0 ? 3.5195 LOT COVERAGE w+ o Imo: pz tin II{ 54 1144"iNlff S.PfLY ~ ~ ~ ~ P 3 3O 1y N W i 510'42'40'E 245A2' 3 5ANITARY YEILD GALGULATION5 BASED ON TEST HOLE DATA ra°•B 245AZ 'W^ (LAND THAT WILL NOT BE USED FOR AGRICULTURE, GOLF COURSE OR I Y~°ImaY 5 5: O FEIMO LL L LLLL _LL O Q g' LLL11 LLLL --LLLL-l ON J)LY 18, ~I 4. '.LLL LLLL RECREATIONAL 'TURF AND WETLANDS OR WATER 91RFACE5) 51H'40'00'E N g y Lp~,LeLeLLLLLLLLL LLLL .LLLLLL LLLL iLLL` L L LLL y~ EL. 34.9' °.LL LL LLL V L p,1NK LOGATI ON MAP: o m 4 LLLL LLLLL 513.4550"E O 510'31'50"E 660.41' IL "i L CCU LLLLLLLLLLL ILL J LLL uLRSMLiLLLLLLI ^ LL LL LL L L~LLLLLL 512 \ LLLLLLLLLLLLL LLLLL .LLLLLL LLLL AREA NITROGEN FREE /WATER FREE AREAS) NOT TO 5r-ALE s M ° m Q o 0 lm C LLL '-Ll L'LL`iLL'hLLLLLL 034'00 `LLLL`LLLLLLLLLLLLLLLL LLL LLLLLLLLLLLLL Lh LL L4 LLL 77J°42' ` LLL LLLLLLLLLLLLLLLLLL LLL L - G L L y'~j lY'E. ~Si01EL f~ ` LLL LLLLLLLLLLLL LL+LLLL LL ~`J LLL LLLLLLLLLLLL L •.LLLL L LLtLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLL LL LLLL LLL LLLLLL LLLLUtLLLL 55.9' LOAM fou SITE AREA - (PRIMARY PLAY AREA + NON-PLAY GREEN 5PACE + Q~ HUMIYY~LY T. 'N~'~ LLLL LLLLLLLLL L LLLL LLL LL LLLLLLLLLLLLLLLLLL LLLLLLLLLLL LLLLLLLLLLLLLLLL LLL L L'L! LLLLLLLLL` LLLLLL LLLL LLL LLL WETLANDS + WATER SURFACES) OR" \ 3 O `Y.M LLLLLLLLLLLLLLLL LLLL L LL F W K LLLLLLLLLLLLLLL LLL L I tL HE AREA NITROGEN FREE) = g. 31.9 rW-3.°'~ V d LLLL LLLLLLLLL`O~' LO ® LLL L ( L"L L IgTNL Q a LEE ? LKEi LLLLLLLLLLL p O [~O LLL I LLLL LL LL 0 L LLL LLLL LL L 6,736,132.00 51 - (4029,300,00 S.F. + 275150236 5F. +28,24104 p L S.F. + 56,112.10 51 (Ug~11L L LLL LLL O OO'9p. LLLL L AREA (ITIRDGBN FREE) = 1 LLLLLL 1(E LLLLLL + LL m 1 RETAIL LLFL L NO WELLS WITHIN 150 6,136,73290 51-4,969,,156.90 S.F, ww~~ ! APPROVED AS 13UILT O LLLLLLt LL Q I L LLLLL ® EXISTING NATIVE AREA LL1 L` OF PROPERTY U.O.N. AREA NI"IROGEIN FREE / WATER FREE) = 2,346,175.1 5F. (53A3 AO r IF T I I'~1~~1 LLi f~AR9E 54D Ex.2'WrR (NO SURFACE WATER `LL g L fY'U -laftlBR'II Ch "emm LLLLLLLLL ',I , rnC OR WETLANDS, TYP) . , LLLL r+ LL'- LLLLL ® OVERFLOW L N Ad ~ Omega 15E~LAR H4°11 LLI-~- LLL L (I-- LL~`?{ AREA LLLLLLLLL LLLL LLLL LLL Sib-25-10T 935.18' o LLLL R=90 AO' G LLLL LLL L LL LL L LL LL E LL L L L L~~~Q[[[LLLLLLLLLLL~iLELLL'- LLL µ.L LLL DEL 1.1.9, LY#LL LL 2wso' L L L LLLA LL x P L= LLIt LLLLLLL LL LL LLLLL LLLLLL LLLLLLLL LLL LLLLLLL LL LLLL -'IA' ~4Jyf LL LLLL LLLLLL L LLLL Np ygTER ENO°yNTEREp LL wm 'S a ^w 237 ORAINASE L LILL LLLLLLLLL LLLL LLLLL LL LLLLLLLLL fl G NE51 i N.~ ~4 L= _ . 6E. L25.06' OVERFLOW F[L L AREA A 3 LLLLLLL Y PE5iV1 LLLLLL : R w LLLLL L LLLLLLL L LLLL 25.00' R=25A0 LL LLLLLLLLLL LLLLLLLLL LL L 00' L=3 L LLLL LLLLLLLLLLL \ L LLLLL LLLLLLLLLLLLLLLLLLLLLL m Ui 8=90. R- MANI 1=174A6' LLLLLL LLLLLLLLLLLLLLLLLL h L p. a o FRONT YARD LLL LLL LL L LLLLLLLLLL LLL Q` LLLLL LLLL LLLLLLLLLL L L -~11 BET504K = 60-0' ; LLLLLL L` LLL LLL LLLLLL LLLL T~ LL Q 'S}+ LLLL LLLLLLLLLL LL LL LLLLLELLLLL W N .aF' LLL IrI c >g a 4 LLL L LLLLLLLLLLLLL 1 LLL ~6. LLLLLLLLLL LLL s ZZ LLL ww ~63 L LLLLLLLL LL 'SS LLLLLLLL p W SOX I 1 W I.L I- 111 +}+y+y}} LLLLLLL L D• TI0N0 LL LL I at I Rfi~ L L L'-LL'-L` L d L LLL LL L XzW- WELL No.1 LLLL LLL OUT PARCEL OF 'LAUREL LINKV LINK5 LLLLLLLLLL s, MOT FOR LLLLL `LL POTABLEUw LLLLLL Y«*T LOTS, ROAD>5 AND OPEN SPACE SPACE LLLLLLLLLLL LLLLLLLLL LLLL LLLLLLL Z LLLLLLLLLLLLLLLL LLLL LL L L G y++++ LLL } LL,LLLLLLLLLLLLLLLLLL LL L ~ O \ LLLLL AREA = 40.3514 ACRES +y}+ LLLLLLLLLLLLLLLLLLLLLL LL L + o Q =ff W y LLLL if 4 111 Y) LLLL + «h + + 41 L LLLLLLLLLLL "LL` LLL LLL THE NYSDEL FRESHWATER WETLAND BOUNDARY 15 EQUAL TO THEN 100' SETBACK d~ Q2 R. pJ/J• i LLLL * T?+*f#f ?f T \LLLL ON 51TE PLAN PREPARED BY YOUNG 6 ip*+}+ LLLL YOUNG, LAST REVI5ED FEBRUARY I, 2000 o0 \ FY q~j LLL LLL +*O O~+f f T « Ym L LLL + RJ h++++*+*f+# 'W' L LLLLLL +f ` T*#++Y++ " y e LLL LL, f f h V + LLLLLLLL LLL L LLLLLL AS VERIFIED BY 5. LOREICE AND D. RADKE LL LL L LLL L LL LLLLLLLLLLLLLLLL L LLLLLLLL o, ON NOVEMBER 9, 2000. C Li~~~"W y LLL ILL LLL LLLT+ i9y*+ a 0 LLLLLLLL LLLLLLLLLLLLLLLLLLLL m+ h L LLLLL L LLLEE LLLLLLLLLLLL LL L L LLLL 3 py~LLLLLLLLLLLLLLLLLLLLLL bWL LLLLL 5GDH5 APPROVAL AREA Na2.3 .D L LLtLL `LL LLLLL L 0 M L LLLLLL LLLL L LLLLLLLLLLLL -L-LL LLLL LL LL LL L LLLLLLLLLLLL L N1 I•a5a0"W AML LIN:S' 9.#++*T+f eLI 51 V, LLLL LLLL pf+'a`h 1Y YNREL N~ LLLL 'LLLLLL +h .~fJ2' f N Iae T9' NO SIRFACE WATER5 WITHIN 300 FEET OF PROPERTY LINE J 1A BALM & TABLE _ W urn=oanb nc LLLL B + +LLLL \b 16E.VUANf LL AREA R YbRK, LLLL . *}3" NO. EUILIA BUILDINS TYPE WILDING U5E HEIGHT AREA SEE PARTIAL qX.,(.U HELLS WITHIN L O FEET A EX GLUBHOLSE EX CLUBHOUSE A55EMOLY - 6,255 SOFT, ENGINEER, Nf fW1NC EI WW.IN b SITE PLAN STOR 4 ` L AW WF. LPRLIN y; (51HEET 2) +hIFfiER* LLL B EX. DART 51 EX. GART 5TORAGE 5TORABE 5,1I150.FT. ~F r1EVy rO USEI RFSLFKEh\b.\~J~ u~ ~ LL L LL LLl G EX. R00L HOLEF EX. POOL HOUSE ASSEMBLY - 1,248 50.FT. EX. MAINTENANCE 6 FUME HOUSE 5TORACE - 4,204 SOFT. _ - - - - - EX. MAINTENANCE 4 Fv uei Fwev uni K[ rnrnFnor crerinu - saw cn [r ~ n _ .Tfl 6 \ LL / LLLL LL t LLLLLLLL / _ _ _ _ _ LLLL LLLLLLLLL L a9pIVl4Gl OFlWREL LAYS' L L uLLLLLLLLLU _ F EX. 5VPERNTEN~ENT' L EX. 5UPERINTEINDENTS HOUSE 75IDENTI7L - 1,418 5O.FT. O C7 LL tL fFFN'PN-E PAR4L tY \ LLLLLLLL AREA M20 AL LLLL `t / LLLL LL L LLL J520 B'2 " 3 5l 23"E 6 PRBP05ED MAIN4% PROPOSED MAINTENANCE ADDITION OFFICESTORME - 5,OWW.FT. ms 07349' u5., vAUxr LL FxlsnN9 699' - E RR SAnON ~OpROFESSNO~P WELL No.I +t a~ 9OPM5011 OF LPLrfl LYYS' FOR p0 2.29' SURFACE SURFACE/ AREA LEGEND: JEFFREY T BUTLER, P E CALF Care) 1411NiFIWL'EPNVFl LL ,ABLE IXjFJ ' iz' . Lr p i AREA OF SITE: AIFA=7°H55 PL rztF M5E IMINTWE LLLL «~tr. pb: R 6,138,132 00 SOFT, (154.1 AO) Q C3 D FflIIP18R A1tl 5UME AREA LLLL I I ~p 611545,611545,132 O EX. 2"WiR 62:"10' EX15TINS IJ DRAINAGE ~ _ _ 51H•04'40"E 520'00'20"E OUT PARCEL O K4~ _ _ _ - - 130 21' 10031' 77 AREA AS INDICATED ~4L OVERFLOW AREA, p p EXISTING ; NO HELL5 WITHIN I50' PROPERTY q°" k OUT PARCEL OF 'LAUREL LINK6 ~ 32602bO''lo^w LLLL ~Q-i\0.^ LLLLLL 3 LLLLLL ~9 LLLL L PRIMARY PLAY AREA N OF ` L LLLLL e„AS'~ / OPEN SPACE AREA = LLL 529.04'40°w LLLLL ~S3• 512 LL LLLL N19.44'40'W 265 T4' 16b0' 49029,300.00 50.FT. O C 76 EXI5TIANG WOODED AREA ED N O p LLLL LLLL LL 30~'E 20.Og13 ACRES fly// L= 3554' LLLLLLLL LLLLLLLLLLLLLLLLLLLLLL / 53''J, S/ L°295JV / R-6 5~ \-c2\A rj LLL LL LLLLLL LL LLL L-Ir LLLLLLL LL LLLL2.SO?? R;\AQ LLLLLL LLL LLLLLL L LLLLLL LLLL LLLL LLL1 '-L \ LLLLL L LL L LL L LLL L LLLLLLLLLY LILL LL L Il.l CRES r It O "'`-`L } (111,012.00 50. FT) z ^y (V LL`LLL `LLLL LLL 1 V V \ LLLL `ELL L LLL LLLLL I J 3 EXISTING NATIVE AREA O V lIILLLL F L F, pti 28.23 ACRES Q I Lll L LLL LL 9 ~ • LL (1,5216838 SO FT) I U IpInn < Lo Of0 yO4KK Qfl/, \ ppb YtL LLLtt~L LL EXISTING HATER 5URFACE5 V p N L~/, & W N615LMy~ LLLLL Ll s LLLLLL 1.51 ACRES Z Z 15TINS NATIVE EXISTING NATIVE AREA LLLLLL ®6,q .912.10 SQ. FT) lo~ V p rTl?z-~O 800-212-4480 1611 ~ E'((N O EA)RFAG HATEERA (NO SURFAGE WATER LLLLLLL EXISTING NATIVE AREA OR WETLANDS, TYP1 LLLL LLLL EXISTING 111 L:+1 _I Q W p www.dignetnyclLcom LL OR WETLAND5, TYPJ LLL LL (No ~~~~UCR1FA(E WATER L 4LLLLLL NON-PLAY GREEN SPACE H~:ly FFyy J r = 633 ACRES # lh p or a L . . _ OR WETLANDS, 1NP) LL LLLLLLL Q~ LLLL LLLLLL Y~ (215502.36 5Gi. PT) U] ~ Q p p wwmeallall.conn 11025E FARM LtL LttL LL L~LpLLLLL LLLLLLL EXISTING HETLAND5 = 0b4b ACRE5 (for other Miss) L LL L . sL LLLLLLLLL tYTCLLLLLL IL.LLLLLLLLLLLLLL SIDE YARD SETBACK 20'-0- LL L LLLLLL LL (LOCATED IN 'OUT PARCEL OF LAUREL LINKS') ,Q Q N p p L LL g3 ?Br NIH'20'I 'W ESE, By law, excavators and contractors working in the LLLtLL LL` LL 'LLL~LLLLLL LL~I~LLL LLLL p'pL~LLLLLL LLLYLL LLLL LLLL • LLLLLLLZCLLLL LL LLLL T- LLLL LLLLL (28,241.94 50. FT) y U1 N lL five bomughs of New York City and Neeaeu and N2g•5'I10 P.~'o A< FESV>ENnA1 RCIRB11w1. Re,'oE~µ KEi KE' + u5b a' V.4. 15E~ 2813b1' N19.4 2O"W MIM4420"W 26531' OELMAR OR Eim['N11A1 IIY: at ~E: 0.C40ENilA1 1g51cEMU1 RKIONlfIAl FES'Gfl1IlAL 299,44' . EX15T. PART a. U5 ~lpm VALAM WSPBIIIPL RESIV~ENfUIL AE510EMIAL 1 u in EXIST. PARKING AREA , p O Suffolk Counties on Long Island must contact Ct~ ~ ED pESmpalAl pg,pEypu or Bil, atleast 4B hours ~I M 5 ~~J Dl butat, no 1-800-272-4480 m RB~AL it/y, 99A34.0O 99,034.00 SQ FT. (221 AO) z but no mom than than 10 10 working ing days (excluding a M Ram UBInA1 Isfi I¢5¢9+nu I/A ~oFxnN ESE aapanlu ~ weekends and legal holidays) pdorto beginning „ P DELMAR DR, ~ ~ 1~.~ ~J ~ LII~JI 23 CD 0 VvE. FESIOENIIAl 5ON K any Mechanized digging or excavation work to I _ ensure underground lines are marked. I \ DELMAR OR APR 2 12x14 O QQ Excavators and contractors can also submit p SYMBOL KEY 0 locate requests onllne, through ITIC. If you do not N ~ = CF JW = CATCH BASIN = LIGHT POST - currently use ITIC, please call 1-800524-7603 N for more Information. oa = GAS VALVE El = MONUMENT L7 /V 1° NO SLRFAGE WR NO SURFAGE WATERS WITHIN NO WELLS WITHIN 150 FEET oa = Gf oa = WATER VALVE A = STAKE A(5E For safety reasons, homeowners are strongly 900 FEET OF Pp 900 FEET OF PROPERTY LINE OF PROPERTY LINE = W' = MANHOLE COVER Ty4 = HYDRANT encouraged any KEY PL N planning type of of digging on their property. Homeowners = W ~O =UTILITY POLE can conlaG us directly ctly at 1-800-272-4480 or by SPECIAL LINES calling 811, the national call before you dig = OVERHEAD WIRES S-1 number. For excavation work completed on ' personal property, it is the contraclofa 1000 = CONC. CURB responslhlllty-NOT the homeowner's-W contact 200 100 a 200 ko0 600 800 _ 200'-0" DigNst. Having utility lines marked prior to SRAPHIG 56ALE digging is free of charge. of 6 I NOTE5a DRAINACE CALGULATION5 a4VESroIp PROP05ED SANITARY YIELD GAI_GULATION. fr e I1J'Oury~[u. ~ 1. ALL CONCRETE CURBING, SIDEWALKS, AND DRAINAGE AREA OF PROPOSED BLDG = 5000 50, FT. aN/YW ~~y~ www.tllgndnydl.com ST~RyIKNRES SHALL CONFORM TO PLANNING BOARD STANDARD Sp00 50. FT. x.161 x IfJO s 83393 CU. FT. OVA NEW YGKK Ltt & LONG or .i, !`,^4T CH?e~E ~TYPE,° ` _ SEWAGE DESIGN CRITERIA ASPHALT SASE COURSE Bh GROUNDWATER MANAGEMENT ZONE IV 2.ETOWN OF SOUTHOLD PLANNING BOARD 5HALL BE NOTIFIED 46 ME I - 10'b LEACHING POOLS AT 13' EFF. DEPM (for elr tt ) HOURS IN ADVANCE OF ALL CON5TR/TION. PROVIDED. WAS CU.FT. VOL. - VV xc. moires%~ioxrm~v.m~R METHOD OF WATER SUPPLY - PUBLIC II r sTa1f aLEro arse r r r 59IL en y~ r r ALLOWABLE 5ANITARY FLOW - 600 GPD/ACRE y"~ a 3, LOCATION AND GRADES FOR (,URB5 AND WALKS TO BE 95% COMPACTION (STANDARD 1=110 Imo " o ~+v r r r r 600 6PD x 53A3 ACRES = 32,358 6PD 4' I 1~YP A ~ eQ] Y 4 N rv O VERIFIED WITH THE TOM OF SOUfHOLD HI6HWAY DEPARTMENT, DRAINA(5E NOTES Bylaw,a%cavatoraand..munh.rawaddngl.thl Forofdy masons, hancownemaroetrongy SCO,P,W, OR N.Y.SOAT• PRIOR TO CONSTRLGTION. boroughs of NawYork City and Nassau and SUllalk encouraged m call ae well when plannkg any 4" of . ALL TRAFFIC CONTROL DEVICES, I& SIGNALS, SIGNS, AND I. ALL STORM WATER PIPING TO BE Will 5OR 35. Counties on Long lalaM must barred DWIK digging on their properly. Hemeewm ke an dented w 4 m canted w (SEE SAN YIELD (AL(. BASED ON,', (SHT U] BRAVFIROA DWAY ~E~Lr«. ~.'Yhe~'1'~ 1A~.r~ ~.y5 `}A ` ry dl l~Z~+ p O p I}~. 4. ALL TRAFFIC SHALL VI INSTALLED IN CONFORMANCE 2. ALL INTERCOML4T PIPING TO BE 15'6 RCP OR 4PP 1.800.2y2-01ea or 011, at lead 4o hours but no mare than directly at 1-3003]2.14!0 or or calling 811, the PAVEMENT 55 'mmcevw euon PhVB-IIJf SECTION (MINIMUM THICKNESS) 61ema PAVEMENT SECTION (MINIMUM THICKNESS) CLUBHOUSE, 204 STALLS B 15 6 STALL = 3060 GPD WITH THE GUIDELINES OF THE NEW YORK STATE MANUAL A LASS Ix 10 working days (a%cluding weekends and legal holidaye) natlonal call damn you dig number. Far examination 3. ALL SANITARY PIPING TO BE 4'6 BLUE BRUTE. photo, beginning any machanlmd al lnp cre%aUakon work completed on personal property, Itlsme UNIFORM TRAFFIC. CONTROL DEVICES AND AS PIREGTED BY THE 4• ALL PIPING INSTALLED UNDER BUILDING SHALL BE work to sauna underground Ilex aro marked E%orvenrs eontradara reapeaibllgy-NOT the h,mawmeyal Pn e-to ASPHALT CONCRETE course - swEsToHE PR05HOP (RETAIL), 912 S.F. a 003 GPD/S.F. = 2T GPD " X144 "~f ~IM ~f ~ z~< TOWN OF SOUTHOLD, QIVI5ION OF TRAFFIC SAFETY. CAST IROR AND SHALL REll OAST IRON LEAVING THE and contractors an also submit hate natural anima, barred DigNot. Hating ulillry Ilna marked prior to WEARING COURSE I/2' caMPhcTEO BASE COURSE RESTAI,RANT: 165 SEATS a 10 6PD/5EAT = 1650 GPD ~urvl r l l}'I P7ui N: a HORK SITE 5. CONTRALTOR5 PERFORMING ANY AND ALL TRAFFIC CONTROL BUILDING TO A DISTANCE OF 5' AWAY FROM BUILDING through ITIC. If you do not currently use ITIC, plow all digging I. free of charge. DEVICES, LAYOUT AND INSTALLATION WORK SHALL NOTIFY THE PERIMETER. - 1-000-247003 for more Informal ASPHALT CONCRETE (EXISTING BANK R m e^ (ART STORAGE BLDG: 5111 Sr-. 00.04 5PD/5F. = 201 GPD ~n f, ,nt 1(I ~I J jFl, $o ~ I~ rI TOM OF SOUTHOLD PIV151ON OF TRAFFIC, SAFETY, 48 HOURS IN BINDER COURSE 2 1/2" OTHER SUITABLE MATERIAL) POOL HOUSE: p~~ T d ~4 E oll ~i~~I r ADVANCE OF BEGINNIN5 SIGH WORK ALONG A TOWN ROAD. \ STONE BLEND BASE 4" PINE OM?L SOIL BASE - SPA. 1248 S.F. a 0.10 6PD/S.F, = 125 ePV BATHING: 50 OGLUPANITS e 5 6PD/OLO. =250 6PD 6. STOP LINE SIGHT DI57ANCE SHALL BE MAINTAINED AT ALL INTERSECTION IN \ 4 SHOWERS o 50 ATEREKUP TO 34 / 5flOWIE GA(PITAY WATER) = 170 6PD ACCORDANCE WITH AA5HTO REQUIREMENTS. _ DRIVEWAY/PARKING AREA BLUESTONE G ~*pF np~ 'pA, ' o 1. ANY 51TE PLAN, ROADWAY IMPROVEMENT PLAN, AND TRAFFIC MIT16ATION PLAN SHALL s111v ,,(~iU1 {px'~~,~ d d REFERENCE THE OTHER ON EACH AND ALL 1 1 41 - PAVEMENT SECTION PARKING FIELD SECTION MAINfENANGE&D6: 42045.Fa0A4 GPD5.F. 686PD _ PROP. MAINT. BLDG ADD'N: PLAN5 SUBMITTED AS PART OF THE TOTAL `Y APPROVED 51TE PLAN APPLICATION. \ NOT TO SCALE NOT TO SCALE 5TOR. AREA. 2400b9 S.F. a 0.04 6PD;5F = 96.04 GPD \ OFFICE AREA: 2368.44 S.F. 00.06 6PDi5F = 142,11 GPD _ - - RESIDENCE: 300 6P9 =300 6PD \ 6,PERINTENDENT5 HALFWAY HOUSE (COMFORT STATION): K K'~ ~ W w 100 50LFER5 0 5 6PD/GOLFER = 500 6PD 7 LOG?.TI ON M?TP: -1 7 45 _ _ - - - --0- _ _ \ \ \ \ \ \ (40% OF 250 MTOTAL GOLFERS/DAY) ` \ \ \ \ \ /41 1200 S.F. a A3 GPD;5.F. =36 6PD 77 ° NOT TO SCALE o 0 3$ 0 6 \ \ \ \ \ / TOTAL PROPOSED FLOW (DENSITY) = 6,131.15 6PD PART PARKING CALCULATIONS: u) '~4\ \ J - _ - _ _ - \ \ \ \ \ NOTE: THERE ARE NO PROPOSED ICHANSES TO ANY EXISTING SANITARY MULTIPLE MULTIPLE USE BUILDING O A \ \ \ \ SYSTEM RESIDING ON PROPERTY. OFFICE OFFICE AREA, 2368.44 50. FT. \ PROP05EDD PL. RETAINING WALL, \ \ \ COLD STC BUSINESS' CLA%IFICATION 5' \ \ ORNG PIPE 1E 31.16' NEW LOCATION FOR 5EE DTL 64, DWS AID 5 AID TIN = 365 5TORASE COLD STORAGE AREA, 240089 50FT. 5TORASE' CLA551PICATION 5-2' Ui ' P~RO,~P^~. 4" 5TRM TW= 365' C.ONGRETE 5LAB FOR \ \ PROP 4" STRM DRNS PIPE, BW = 360 MAX. FLO DRN6 PIPE, a ~A, - IRRIGATION CONTROL PROP O(11 PITCH =Ya" / LIN FT NN PITC1 PITCH Y,' LIN FT MIN ' . MAX. FLOOR AREA ALLONANCE5 PER OCCUPANT, DRNS PIPE DESIGN GALL. FOR OFFICE A OFFICE AREA INCLUDES; V Y~ \ ILD T( ALE. 32 21 PROPOSED SANITARY: WOFFICE OFFICE 058288 5.F) 0 100 S.F. / PERSON = 16 PEOPLE COLD STORAGE AREA; O \ TW = 365 100.00' po 9,~ ~('~G PROPOSED SEWAGE 015PCGAL SYSTEM DE516N FOR NAREHOU W60EHOU5E (2400089 5C J) • 100 S.F / PER50N = 3 PEOPLE Z PgOPOSED \ \ \ \ \ po MAINTENANCE WILDING ADDITION; BW = 32D T 4 5WM DR1,19 PIPE, ` STORAGE AREA: TOTAL IX TOTAL OCCUPANCY FOR BUILDING = 19 PEOPLE PROP, 4' 5TRM ORNG PIPE, PITH =*~LF,\N \ \ \ \ 2400.89 S.F. a 004 G,P.D./5.F, = 9604 GPD OFFICE AREA: EX15TING PITCH =$"AIN FT 2368.44 S.F. a 006 G.P.D.iS.F. = 14211 GPD 325 FX15" EXISTING ON 51TE PARKINS CALCULATION. 325 EXISTING MEMBERS 0)5 MEMBER5 = 163 SPACES = \N° PROP05ED --b 333X / DRNS PIPE MAINTENANCE BUILDING ADDITION X \ 22 EXI5TIN6 EMPLOYEES 0 I/EMPLOYEE = 22 SPACES L/ IE 31.10' F.EL. 3250' Ex /39 TL D15GHAII = 238.15 GPD 22 EXI1 S~TIC TI(,T \ ANK N6 1 PROP05ED SEPTIC TAW.: PROP05E EXI5TIN6 QTY REQUIRED. 185 SPACES Q (ON 5LA13 - NO BA5EMENT) 55 55 y 4 P>. 4 238.15 6PD x 2 = 4163 5ALLON5 REQUIRED EXISTING PROPOSED QTY REQUIRED. 19 SPACES EX. SAN PIPING INSTALL: (I) V VIA x 4' EFF. (1200 GALL) EXISTING QTY PROVIDED: 204 SPACES U MIf) 1 / PROP. PROVIDE EXI5TIN5 PARKING SPACES 15 SUFFICIENT FOR REQUIRED ~LI 1~ / SLD GVR STORM DRAIN ~ O ~ 106 x 13' EFF. = I PROP05ED LEACHING POOL EXI5TIN5 TW 365 O SANITARY AS-BUILT: 6PD/5F = 159 S.F. REQD PARKINS \ r EXISTING SANITARY SYSTEM SERVIN6~ (I) 8'238.15 GDIA P x D / 12 15 EFF. DEPTH PARKINS FOR PROP05ED MAINTENANCE BUILDING ADDITION 1 DEPTH BW = 320' I A MAINTENANCE BUILDING ADDITION 300 5.F. PROVIDED \I04 5D/ 10, MIN g 8 -1) NO PIPE B 1 EX. 1200 GAL SEPTIC, TANK W N r LE. 325' v / EX. 8'a x 12' EFF. OP LEACHING POOL (PROPOSED MINIMUM COMMERCIAL SANITARY SY5TEH11 5L. x4' o' SITE R-M eASED M Sir ar, a m / \ \ \ \ SAN. 5Y5 5TRUGTURE ri. 59.9' ° eRO~aa YOUNG d YOUNG, LAND SURVEYORS O S G 3316 / EX. A5-13UILT LOCATIONS B ~'9 LOAN -10 400 05TRMOER AVENUE m 1' 3237, TAG P15TANCE EL. 51.9' 14AN(ou ~ PNERHEAD, NEW YORK 11901 W EL. 31.9' LU W- a.o' (516)'121-2303 X z ' \3356 E3 42'-0" 0 rl 4-71-011 '1'FST 1-V)I F ~ Q EX. Alb 300 L \ D 36 =0" DATA p = WASTE OIL TANK~'41,x 311 - P c) FFW TTOOµ AS PERFORMED By .v ~ tQ / P/G 5LAB TO REfyaN, YO F ym1 ' BAND ON J LY b' 7001 O W N 100.00' x 3235 /~-(T71 ~ ~ - Wes, b ' 9 Ol 19' QR 0 %9'C.. a %9 OR 320H 3z oeoa PROP. 4814 \J \ 'r WW ~m EXISTING ,4. • n X 363 ASPHALT PAVEMENT 3 P.G. SLAB - 3?~T 329_ 3.4 EX. MTR 32H \ n OR EL OR n.o' Z~ PROP. OR D REINF. GONG „ m 4A. 4 345 p G 32 3 G X G G No whr NO WATER ENCOUNTERED FT} APRON FOR ERHEAD DOORS 3234, 32.54 H EX. 5A5 5ERVIGE LINE TO REMAIN 330 3301 d`, 0 5NEET INDEX: ENGINEER. X3264', 31,11 X 5T (Q G R B Z AY REMOVED APPROVED AS BUILT 'x 8 5-1 SITE PLAN 5-7 PART AL 511E PLAN NTO' Ewrp 5.3 LIGINB PLANS BUr '9,r 5-4 SANITARY R15M DIA AND DETAI1-5 PROP05ED WATER 5ERVIGE sOn~~m A-ID PROP05EP MANTM"r: EVULDIN6 - r~ o=ff . _ 9 R (I"W COPPER PIPING) \ \W \ A-20 P~ROP05ED MAIMENANCE BUILDING - rS li i w FLOOR PLAN m ' ~ 7~~LJ_a 2 ' RIM 311 EXISTING s~ X3168- I .Q. MAINTENANGE BUILDING AND PUMP H0U5E 5GOPE OF HORK: 2~~0 073193 \ _ - N EX. GRATE 3 ll F.EL. 32.50' EX. 2"W WTR SRVG TO EX. RPZ W DEVICE AT ROAD (TR) 1. INSTALL EROSION CONTROL MEASURES BEFORE pROI'ESS~ONP FOR S.D. L.P. COMMENCINS YORK. 2. GRADE PER PROPOSED CONTOLRS, EXCAVATE, JEFFREY T. BUTLER, P.E. STOCKPILE 50IL PER PARTIAL SITE PLAN 328"1 v 3216 • . 3. INSTALL PROP05EP RETAINNS YIALL, BUILDINS FOOTINS, FOUNDATION AND SLAB INSTALL PROPOSED SANITARY PIPINS). J - EXI5TI149 APPROVED 4. PROVIDE PROPOSED SANITARY SYSTEM AND EXI5TIN6 e A5PHALTPAVEMENT / EX15T.\ SANITARY 5Y5TEM 370 p Mo wDRq STORM DRAINAGE STRUCTURE. _ 5. CONSTRLGT MAINTENANCE EUILDING ADDITION. V ~ 8'W LPJ N T2 O O 225 IL yP N m • Q 3195, x 3110 d~ m nml OZ CD CD LU •U EX15T. FUEL' TANKS AND 5LAB TO z Z IL REMAIN, 215 GAL FUEL OIL TANK, O ~ EX. SAN / GRIM 52.04 X w V N O O 215 5AL DIE5EL FUEL TANK, AND. U PIPING 0 U- ~t V ~ X \ .\s~ 2505AL WA5TE OIL TANK ~X / X • \ .g J 55 O RIM 52.04 ~pd6Q Q \ 32U _ a EXISTING J _ ~d, \ \ \~O 3213 SEPTIC, TANK V \ L9cdk 2L I+~.I u Z z z - J E P \ PROPERTY LINE r~rY~TT~~! Z W O X ~-05 O DEMOLITION r \ X RIM 3161 SANITARY SEMER 85 FFFn W < # O O O ~ WATER SERVICE W F O \ EX. GRATE FOR 5.D. L.P. e STORM DRAIN - SIP - J O N O O EXISTING CONTOUR IL T 5T FASTINS CONTOUR TO BE b O Z PMIRrZTW PROPOSED BOTTOM 4 TOP W 2\• X32~ EXISTING e H LE X3ea OF RETAINING WALL `l -7 \ ASPHALT PAVEMENT FLOW ARROW d APR 212014 O O p 32,9 3231• • a 8.' EX. GONG WALL AND EX. STRM DRAIN GRATE (.AVER 329 K Tw3260 SLAB TO REMAIN SEPTIC TANK PAGE: J tt m 320 34.5' x J ' E Ov E LEACHING POOL C O . 3286 GONG. EX. ELEG SERVICE (TR) RAMP EXISTING GRADE x 6.0 S-2 „321 rn~ E EXISENS (460 VOLT UENDERGROUND E EGTRIGAL SERVIEE) 3213 ' PARTIAL SITE PLAN 31,5 TEST HOLE ~m 3233 EX. ELEC. FLOOR ELEVATION FLEL.= o EX,E EXISTING PNI-5 EX. ELECT. XPMR FRAME GARAGE (TO REMAIN) TO BE REMOVED (TER) 10 5 O 10 20 30 TO R TO REMAIN F.FL.EL. 32.Q1' 6RAPHIG SCALE I" = 10'-0 " ~y - '3222 2of6 N MAINTAINED FOOTGANDLE VALUES AT GRADE, USING A .72 MAINTENANCE FACTOR. d PROPOSED L NE OF SILT FENCE AND StatlstI l Area Summary 0 HAYBALE5. ~AINTAIN WRING i>iu'~iifi id- DEMOLITIONL~'~ CONSTRUCTION, Project. LAUREL LINKS - MAINTENANCE BLDG ADDITION EklSnlea 6~ ',W NEN LOCATION FOR (SEE DWG N0J 5-4 FOR DETAIL51 Label Avg Max Min Avg/Mln MaWMin CONCRETE 51-AB FOR P. q~ o IRR16ATION CONTROL INSIDE PROPERTY 0.8 2.1 0.2 0.00 0.00 option lFasutpry-1 onciptlan Dalone:(FaCIDry-Installed) Charge A After , P w K Xe 7V hail SuXI17D Sol 277V realist Ias aw q C F~ g 34N ballast ast lay-60VI .Hps ,1,) l 34N hillaat(saw HP! G y 2 V N oolItt bablaalleet WH IhrytM H M m mh-V lm-tWOnly) T THI5 LI TH15 L16HTIN6 PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM Qued °dhadan(m Tri LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS UTILIZING CURRENT INDUSTRY pi ouhmmsusoat TrWolt ballast S 1Dw M Q 1~ N N F ~n~ 2 LIMIT OF CLE69N6, GRADING AND LAEOR GROUND DISTURBANCE STAND Eli Sarin peotolt e t STANDARD LAMP RATINGS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY Projection Cutoff Phmprsll u MEN nsw, UN. . R-Noll bdlIlRM 5tIfi 61DpW HPSO anlyl T 13p5 p RObsall N2DV, 2m.20e0 210ummM 1294ol P (AREA OF 1215NRBAWE, 1045 5F) APPRG APPROVED METHODS. AGUTAL PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRE MAY The reflector projects right out and away Bronze color shroud Bronze Color Shroud BS _ VARY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS AND OTHER from the fixture An excellent chptoe for Brad Color Shroud Gold Color Shroud(ccl wlhhleon IWW PSI GS LL V Hlph Pb.,, Feet, lnllml H (y on O pG VARIA VARIABLE FIELD CONDITIONS. lighting small parking or puclo ghee Her Pb.,, FecorW next to Widgets, Tampl,TaW We Fa: Tdmperpmol We Fastens. J K GC ~ IX IBC vo lMaanling l© VahlWl Moonllnp lEal Serfs, unlit B 8 8 K K NOTE' Nor variable when hold hptand phutowll supplied 5 m N Yi O PROPOSED Luminalre Lurninalre Schedule NOTE Nol variable Polyorhonale Lena Poly.1k,ole Lens v ~a `yp 5: 5; 5: " MAINTENANCE ElUILDIN6 ADDITION Ot Lat: Qt Label Arran entent Lumens LLF Descrl tion Total Watts Hel ht t F. Ate...plan,(Fbt, Atmssurta: (Fisid-Inrnalred) ip 6.EL. 5250' 4 A pRphptipn 4 A SINGLE 1200 EA. 0320 RUDD E4 SERIES 35 8' wanapel Units, Motors, Salonsm.,I"ppnl Caused Number O O 7 N N N N~ N Description C SuAace Moore, B., 58-7 s G r= C) N b O PROJECTION CUTOFF _oecarlptmn tamp Type homes, Pothole Pole Mount, p~encke Pole Mount, Banker PAS-] 6 g $ $ = P N Tn HIGH PRE55URE 50DIUM Fh-ofzca1.n 35. l E4503-1 Wall Mounted Temperpmol Sonvdn Temperpmol5nndtlnver TPS-e MODEL No. E4503-1 cutoff ® EX15TINS rbi,°s`q''iP. MAINTENANCE BUILDING AND RUMP HOUSE F.EL. 52,50' MPV.LPSPAVEMEIrt ~ r1;" PROPOSED STABILIZED a CONSTRUCTION ENTRANCE • (SEE DTL, THIS DW61 `r U m p.; o t EROSION CONTROL PLAN NEW LOCATION FOR W CONCRETE N.A5 FOR IRRI6ATION C.ONTROL--,, ~o 20 10 O 20 40 60 HO 100 PROPOSED 0 RETAININ6 HALL , . _ . . GRAPHIC 5CALE 1" = 20'-0" ~T4 Q) X :Z W MIN. 0=d) STONE PAVEMENT EXISTING EXISTING 2" j PAVEMENT E-: ° d? 6ROlND od) FILTER CLOTH R SKI C Iomy 00EI 0.30 0,4p 1.4? IA TO' MIN. . PROP05ED 00? O6? 0.a0 Ib? 1.2 MAINTENANCE 5VILDING ADDITION aR`X (94L. 32.50' P ~ (OPTK IONAL) m~ ENGINEER. 0 099l 0.1 2.1 0 1 ' ~P T. BUT( p9~ . aF NEW y ~ Rq, R. q q q' • 6ROU N6 q rLOARSE ~r R' • PAVEMENT GROUND ~g.•:-..e. ••"~-A66R€6ATE ••,`'~i JA 0013 0.413 0713 2.50 ma i fn ~n? a ~ E DRAINAGE TO p~ ~ 4 Z SEDIMENT TRAPPING I..~d DEVICE SEE NOTE O ~rn yy~~. 073h9~' ~ 0.1 13 0.713 2.711 6D ,D O PROFESS\O~P 00 OD 1. STONE SIZE - USE 2" STONE, OR RECYCLED CONCRETE EQUIVALENT JEFFREY T. BUTLER, P.E. 2. LENGTH - NOT LE55 THAN 50 FEET (EXCEPT ON A 511451-E RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY) yL 12 ll -lib 42 Ilb 7.1 13 IA 1.4 1.2 IA LUJ 12 7.1 m~ EXISTING (4) EXTERIOR LIGHT FIXTURE 'A', ? ? ? ? . i v 12 1.0 A5 00 Q 3. THICKNESS - NOT LESS THAN 6". 4. WIDTH - 14' MINIMUM BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS 000 Qj? I&C50ALT PAYWEEMENT ? 1.2 WALL MOUNTED & ABOVE GRADE 2$[] ? OCCURS .ZT (SEE LTG SLH. FOR INFO) 2.7 ? If,[:] 1.4? ? ? Q 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL 5URFACE WATER FLOWI46 OR DIVERTED TOWARD CONSTRUCTION ? ? ? ? ? ? ? ? ? 1315 1:40 1316 D4 OA O ENTRANCES SMALL BE PIPED A6RO55 THE ENTRANCE. IF PIPING 15 IMPRACTICAL, A MOUNTABLE lb 2.7 2B 3A 2b 27 lb 1.4 1.2 BERM WITH 5.1 51-OPE5 WILL BE PERMITTED. I MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT 0013 0 0.413 1.4 13 ? ID ° a O V ~ N TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIOHT5-OF-WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RI6HT5-OF-WAY MUST BE REMOVED IMMEDIATELY. 5. WHEN WA51-I110 15 REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH STONE AND DRAINS ? ? ? ? ? ? ? ? ? e" ? INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. ? ? ? ? 09 0.7 07 12 0.7 0.7 0.9 0.4 IA 15 0.6 00 02 OD 0.4 m Vz :E > N O z O STA5ILI7 ~ CONSTRUCTION ENTRANCE ? ? 13 ? El ? 13 ? ? ? ? ? o 0,1 0.2 03 Ob 0.1 0.4 03 0.4 0.1 Ob 03 OR Ob ' 0,3, u- V ~ a NOT TO SCALE a°c~ o Q (9ENERAI POLLUTION AND DUST CONTROL MEAWRE5: EX, GRATE EXI5TING EXI5TING O N ? ? ? ? ? ? ? ? fCF~ 5.1). L.P. ? 13 11 El • . ,•p MA P BUILDING .0 0.0 OA OA 0.0 OA OD OD OA OA OA OA AND Of~ 00 ~ AND PUMP MP H0115E '_NANCE BUILDING N W Z i v 73 7 PUMP HOU5E a Z 1. THE DEMOLITION SHALL BE PERFORMED BY THE CONTRACTORS) AT THEIR OWN RISK AND 13. EXCAVATING AV GRADING SHALL NOT CREATE SLOPES CRATER THAN 1596. ALL SLOPES LIABILITY. ALL DAMAGE TO THE RIGHT OF WAY5, SIDEWALKS, CURBING BOTH ON SITE OR TO BE 5TA13ILIZEP WITH EROSION CONTROL PRACTICES AND VEGETATION. Z J (3 F.EL. 32.50' ADJACENT TO THE DE'IOLITION AREA WILL BE REPAIRED OR REPLACED SOLELY AT THE 14. TOP SOIL TO BE STOCKED PILED AND RE-U5ED ON 51TE AFTER EXCAVATING 15 CONTRACTOR'S EXPENSE. COMPLETED. tr FEL. 32.50' o < 2. TO THE BEST OF THE ENGINEERS KNOWLEDGE, W ENVIRONMENTAL HAZARO(5), THAT COULD 15. TEMPORARY OR PERMA~N1EN~,T,,~5jT~ABILIZATION MEASURES SHOULD BE IN5TALLE9 AT GRADED m r BE A66RAVATED BY THE DEMOLITION PROCEDURE, EXISTS ON THIS SITE. AW 5TRIPFFD AREAS THROLUSH THE USE OF TEMPORARY 5EEDIN5 AS REWIRED. EXI5TINB ` 3, THE CONTRACTOR 15 ADVI5EP TO ME CAUTION AMEN EXCAVATING AND REMOVING Ib. SEED MIXTURES SHALL BE IN ACCORDANCE WITH 501L CONSERVATION SERVILE SUBSURFACE STRUCTURES, PIPING, ETC„ DE TO THE LIMITED AVAILABILITY OF INFORMATION RECOMMENDATIONS. ASPHALT PAVEMENT O~ Q v N O O CONCERNING SUBSURFACE UTILITIES TEMPORARY 5EEDING 15 AS FOLLOWS: 4. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING EXCAVATION, GRADING, Al RYE GRASS (ANNUAL OR PERENNIAL) AT 30 LEE. PER ACRE (0.1 LBSA000 5 FJ RANTING AND CONSTRUCTION. B1 CERTIFIED'AR005TOOKWiNINTER RYE (CEREAL RYFI AT 100 LB5 PER ACRE (25 Q N LL 5. ALL RUNOFF SHALL BE RETAINED ON-51TE IN ACCORDANCE WITH LOCAL REGULATIONS AND LBSSFJ i e~y "NU ' O • ~C a N •,m Q• z a O z APPROVALS. USE WINTER RYE IF SEEDING IN OCTOBER / NOVEMBER PROVIDE MULCH (INCLUDING 6. ADEQUATE FEN6I115 15 TO BE ERECTED AROUND THE PROPERTY, INSIDE OF THE SIDEWALK, GRAVEL MULCH) J : 1- LL1 . ° BY THE CONTRACTOR PRIOR TO THE START OF DEMOLITION. THE CONTRACTOR 15 TO Il. SEDIMENT SHALL BE TRAPPED ON THE 51TE AND NOT PERMITTED TO ENTER ADIACENT coo z m MAINTAIN THE FENCE DURING THE DEMOLITION AND THE FENCE 15 TO REMAIN IN PLACE UNTIL PROPERTIES OR PUBLIC, ROADS OR DRAINAGE 5Y5TEMfi, SEDIMENT BARRIERS SHALL BE ALL EXCAVATIONS HAVE BEEN FILLED WITH SUITABLE BACKFILL OR THE PROPOSED INSTALLED ALONG THE LIMITS OF DISTURBANCE PRIOR TO THE START OF CONSTRUCTION o o a S)BSURFALE 5TRUCNRE(5) HAVE BEEN INSTALLED AS SHOWN ON THE PROPOSED 51TE PLAN, AM SHALL BE MAINTAINED UNTIL CONSTRUCTION 15 COMPLETE. w o ~ Q T. GATES ARE TO BE INSTALLED AT ALL ENTRANCES TO TIE 51TE THESE GATES WILL BE 18. PROPER MAINTENAIY.E OF EROSION CONTROL HEASURE515 TO BE PERFORMED AS SECURELY CL05ED AT THE END OF THE DAY WHEN THE DEMOLITION OPERATIONS ARE INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR PROLONGED STORMS. CEASED AND THE WORKERS HAVE LEFT THE 51TE, MAINTENANCE MEASURES ARE TO INCLUDE, BUT NOT LIMITED TO, CLEANING OF RECHARGE D. A STABILIZED CONSTRUCTION ENTRANCE SWILL BE MAINTAINED TO PREVENT SOIL AND BASINS, 5EDIMENT TRAPS AND DRY WELLS, GLEANING AND REPAIR OF 5EDIMENT BARRIERS, APR212~4 PACE: L005E DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE CON5TRUCTION ENTRANCE REPAIR OF BERMS AND RUNOFF DIVERTER5, AND CLEANING AND REPAIR OF INLET 5HALL BE MAINTAINED UNTIL THE 517E 15 PERMANENTLY STABILIZED PROTECTION DEVICES. 1 LIGHTING PLAN 9. EXCAVATION PROCEDURES SHALL BE PERFORMED BY THE CONTRACTOR(S), IN ACCORDANCE 19. MAINTAIN DUST CONTROL MEA5URE5 THROUGH DRY WEATHER PERIODS AND UNTIL ALL WITH ALL FEDERAL, STATE AND LOCAL CODES AND REGULATIONS. 015TLRBED AREAS ARE STABILIZED. _ 10. CLEARING AND GRADING SHALL BE SCHEDULED 50 AS TO MINIMIZE THE EXTENT OF 20 UNLE55 OTHERWISE DIRECTED BY THE OWNER, TIE CONTRACTOR 15 RESPONSIBLE FOR 61=4=mmffqr6mwrrmmm=; 6===m4 EXPOSED AREAS AND THE LENGTH OF TIME THAT AREA5 ARE EXP05EP AT ONE TIME. MAINTAINING TOE NECE55ARY RECORDS OF CON5TRULTIGN ACTIVITIES, PREPARATION OF 10 5 O 10 20 30 40 50 BUFFER AREAS OF VEGETATION 5NOULO BE LEFT WHERE PRACTICAL. INSPECTION REPORTS, AND REPORTING RELEASE OF POLLUTANTS TO THE PROPER IC 11 NO GRADING TO GYOUR WITHIN 15 FEET OF PROPERTY LINES AUTHORITIES AS NECESSARY TO COMPLY WITH THE NATIONWIDE PERMIT. THE CONTRACTOR JEFFREY T. BUTLER, PE. 15 NOT RE GRAPHIC SCALE I" = 10'-0" INADEQUATE LIGHT LEVELS. THI5 If R, P.E. 15 NOT RESPONSIBLE FOR SAFETY AND SECURITY RISKS DUE TO S-3 12. THE LENGTH AND 51FEFNE55 OF CLEARED 5LOPE5 SHALL BE MINIMIZED TO REDUCE RUNOFF SHALL REPORT ANY REWIRED MODIFICATIONS TO THE 5WPP NECESSITATED BY FIELD f LEVELS. THI5 15 NOT A RECOMMENDED LIGHT LAYOUT. IT 15 A DESIGN VELOCITIES RUNOFF SHALL BE DIVERTED AMY FROM CLEARED SLOPES. CONDITIONS OR CONSTRUCTION ACTIVITIES TO THE EN61NEER FOR REV1510N OF THE SWPPP WHERE APPROPRIATE. BASED UPON LE SOUTHOLD TOWN 5OUTHOLD TOWN CODE - ARTICLE XXXXV-OUTDOOR LIC*TINB 5 Of 6 FL. 94.9' 0, qq 5EPA96BON DISTANCE RFaIREMENT5 FOR DARK 5TORMWATER LEACHING 5TR ZT)RE5 MD PIPING, 9.. 99.9' LOAM (OU -10 y ~ Q HORIZONTAL SEPARATION 0151 FOR 'Nj0R~1 HORIZONTAL SEPARATION DISTANCES FOR STORM HEAVY DULY AND LOGKINS GA% DRAINAGE LEACHING POOLS: DRAINAGE KOON-LEACHING 5TRO1NRE5, IRON COVER TO GRADE S 605T &t0WN OIAMY B" MIN TRAFFIC EL. 91.9' LOAM(OU PROPERTY LINE = 10' MINIMUM WATER SERVILE LINE5MTERALSMAINS : 5' MINIMUM BEARING SLAB -9O SourH BUILDINGS WITH CELLAR - 10' MINIMUM LNDERC 2LW UTILITIES - 5' MINIMUM FINISHED GRADE B ILDIN65 ON 5LAB : IO' MINIMUM SIDE N WATER SERVICE LINE,LATERAL5/MAINS = 10' MINIMUM VERTICAL 5E ION 915TANOES FOR STORM 2' 2- F ~ w_ V ry i UNDERSROfNO UTILITIES = 5' MINIMUM DRAINAGE LINES. SANITARY LEACHINS POOLS = 20' MINIMUM WATER SERVICE LINES = IB" MINIMM H, 20~ M 20' - N ~ ~ m PUMP STATION - 5' MINIMUM SANITARY WASTE LINES . IB' MINMM PILE eTOH GREASE TRAP % 5' MINIMUM _ MANHOLE = 5' MINIMUM ® ® PIN! TO PRIVATE WELLS = 50' MINIMUM - MIN. 4111) 5DR 35 RETAINING WALLS - 10' MINIMUM PI PIPE OR ® ® FUEL 5TORAGE TANKS (BELOW GROUND) - 20' MINIMUM _ ~o CAST IRON FRAME AND 6RATEtCOVEIR EQUAL EQUAL, PITCHED MIN CAMPBELL 1182 G OR APPROVED PROVED EQUAL PER YD' PER LIN FIT J b EL. IT.9' EULDMG WALL (SEE 5EPCTp2A~T~K)~~N~~ pp _ITO, ADDITION DISTANCE NOTE BELOYU FIN. (WD • PROP. G.L GVR L.I. GVR ~ s qs 9~p F 3' MIN, /M- I FWD : 71 =1 MAINTENANCE PROPOSED RETAINING NO WATER ENCOUNTERED S.T. _ EL. 360' EL?36.0' 360' q 4£zH Cl. GVR m 4 ,S FINAL GRADE I COLLAR EL: FIN 6R0 = EL, 320' B' TRAFFIC PROP. GRADE • EL, 34'4" i (ME TE5T HOLE DATA = As PezroRMEO ar = ®®V BEARING 5LA13 APPLI~CABLFJ a YOUNG FLFlA 3154 " 5; 55: ON N XL Y ID, 1001 IE. = 31.30' FLOW LINE Q Q D n rv rv m PROPOSED, E. =3086 ~ PROPOSED ~ ~ ~ ry ~ a ~ ~ a o 6' MIN PENETRATION 4' DIA PVO PIPE, IE, = 3034' C 1a = ~~3A' DIA x 12' ~ o o $ $ $ s = = = o IE, =3034' EFF. DEPTH 3' MIN 3' MIN. INTO A VIRGIN 220 •Y4' / LP. = 55' = 0.46' q 'ROF05W, LEACHING, POOL PROPOSED ® ®m HIGFEST RECORDED GRND in STRATA OF SAND AND PROP05I 56ORDED 6RND TER GRAVEL 4' DIA PVG PIPE, 1' DIA PVC PIPE, SAS'MIN. CLEAN ND COLLAR 80•}6'1 LF.=10 3AO}e'I LF.=IA'=0 S. SEPARATION DISTANCE REQMTS FOR SANITARY PROPOSED m WRAP STWKNRE5 (GLEAN SAND ! BACKPILL MATERIAL LEACHING, STRULTURE5: 1,200 GAL 5EFTIG TANK (GLEAN SAND I GRAVED I 9 MINIMUM HORIZONTAL SEPARATION DISTANCES. ® WITH FILTER FABRIC TYP. SANITARY 1 TARY LEACHING POOL (LP) A.B,ILDIN5ONCELLAR=',0' I S 5GAL.E, N.T,5, G. WATER LINES = 10'-0" D. 5URFAGE WATER (WETLANDS) = 100'-0' GROUND WINTER I N 10' DL\METB2 F. PUBLIC WELL = 2001-0" NON-RATEABLE 6. PRIVATE WELL = 150'-0" H. RET. WALL (WTRPROFF) = 0'-0- 501L J. U16 FUEL TANKS = 201-0' L BA. POOH.: EL, 150' K. U/6 UTILITIE5 = 5'~O' 0W! DATA WELL NO. 565601 s ^~.^C1 CCOLLAR MATERIAL 6° MIN. L. 5TORM DRAIN5 = 20'-0" HI61E5T RECORDED GROUIDYTATER = 8.45' M. LATCH BA51N5, NON-LEACHING = 5'-0" NO GROUND WATER ENCOUNTERED . EL. ITT ITE5T HOLE LUG, W ITEST HOLE LUG, TO IT' BLW GRAVE) (PENETRATION) RATABLE SOIL N. SAN. L P. _ &4' P. PROP. LINE5 = 0'-0- a. TO , ROPE = 25'-0" R. BLUFF = 65'-O' UNDERLYING 5AND AND GRAVEL STRATA 5. SEPTIC TANK = 6'-O' NOTES , PROPOSED SANITARY RISER DIAGRAM U m 1. COLLAR DEPTH 15 NOT REpUIRED WHEN RATABLE MATERIAL EX15T5 FOR FULL DEPTH. ADDITION TO EXISTING SEPTIC SYSTEM SYSTEM 2. COLLAR MATERIAL 5HAL4 ft GLEAN GRAVEL OR BANK RUN. IM 3. ALL DRAINAGE STRUCTURES MUST BE WRAPPED WITH FILTER FABRIC. NOT TO SCALE PER SCA.H.5. 5TANDARD5 FOR APPROVAL OF PLANS AND CON5TRUCTION FOR 5EWAGE,. SYSTEMS FOR OTHER THAN SINGLE-FAMILY RE5I0ENCE5 - , TYPICAL STORM HATER DATED, .YJLY 15, 2008 I- , it , , i~e~urn¢swwi,, ~O LEACHIINQPOOL !SD) pETAIL NOT TO 51 SANITARY 5TRLYTURE REGIUIRM 5EPARATION 015TA('1rE FROM R_ETAINI% KAI 153 (PER S.D.G.H.S. REG", SECTION XXI, BACKFILLING AND FINAL GRADING) 1. RETAINING WALLS SHALL BE CONSTRUCTED TO MET THE FOLLOWING RECUIREMENT5, A. RETAINING WALLS THAT ARE LOCATED WITHIN 20 FEET OF SEWAGE DISPOSAL SYSTEM 5HALL BE XzLL CONSTRUCTED OF REINFORCED CONCRETE, LBE fLI<O B. NO PART OF THE 5EWABE DISPOSAL SYSTEM SHALL BE PLACED CLOSER THAN 10 FEET FROM A >MA Qz~ RETAINING WALL. G. IF THE LEACHING POOLS ARE LOCATED CLOSER THAN 20 FEET FROM THE RETAINING WALL, WATERPROOFING WILL BE REQUIRED TO PREVENT THE SEEPAGE OF LEACHATE THROUGH THE WALL. ALL. ry m w Y w,ww.tlipnetnycli.wm HEAVY DUTY AND LC AW R" AND LOCKIN6 of 0 Y~ a CITY T IRON COVERS TO 6RADE Up p °f GA5T IRON GONERS TC ONG (ro melBetem j FINISHED GRADE ENGINEER 800-272-44801611 24" ' A 2q,8' MIN TRAFFIC F NE 2" MIN. i ...n U- BEARING, TOP "y " 20'MIN ll ~F ~..T aGC9~ d Bylaw, excavatoro and anVectoro working In the For safety reasons, homeowners am strongly flue boroughs of New York City and Nassau and anoouraged to call as well when planning any INPf 'o EXTRA STRENGTH FILTER FABRIC STEEL OR WOOD Suffolk Counties on Long Island must contact type of digging on their property. Homeowners ;o CMET 2 .;,W. ~a 2 REGD. WITHOUT WIRE MESH SUPPORT POST (TYP) DIgNat, 1-000-272-4480 or 811, at least 48 hours can confect us directly at 1-800.2724480 or by Co but no more than 10 working days (exduding telling 811, the national call before you dig MIN 4" PIA. LIB MIN 4'VIA. NFp O~ 93 10' MAX. O.G. SPACING f weekends and legal holidays) prior to beginning number. For excavation work completed on SOR 35 PVC 6. any mechanized digging or excavation work to personal property, it le the contractors PIPE ~ 50R 35 PJG p 34 p. W/ WIRE SUPPORT FENCE ENT <I w m Poll OR ~C/'ES SI~NP~ BXIVALENT 6' MAX. O.G. SPACING ensure underground lines are marked, responelbillty-NOT the homeowner's-to contact EQUIVALENT MIN. Excavators and contractors can also submit DIgNat. Having utility lines marked prior to Y. IN / I FT + PlTcfw t BAFFLE F fOED MM. JEFFREY T. BUTLER, PE. W/O WIRE SUPPORT FENCE locate requests online, through ITIC. If you do not digging la free of charge. { as m WALL A IN / I FT 4 Q mmently use ITIC, please call 1-800524-7503 I ° for more information, ; 'MIN . i R v I' O LL m //N/ ATTACH FILTER FABRIC, SECURELY / TO UPSTREAM SIDE OF P05T EINIDINS WIRE OR YN E ~t 3 m W 2'X 2' STAKES . T v ~ry O z O (rN0 I'ER BAI s1 SEPARATION DISTANCE REG)1MT5 FOR SANITARY / c4WA6TED 5EPTIG TANKS, / 36" NIGH POLE (MAX) PILL STRAW MIN. HORIZONTAL SEPARATION [)STANCES C, Iy CL STEEL OR WOOD P05T SALE A. BUILDING IW CELLAR = 10'-0" / 4 C) Q ~ ERAOE B BIIILDIRG ON SLAB = 5'-0' 0. WATER LINE5 = 10'-0" ° R SURFACE WATER (WETLANDS) = 15'-0' / TPJ30 F. PIBLIL YELL = 200'-0' FLON FLOW SECTION H. REL WA WTRPROOF) = ~ J. U/G FUEL TANKS = 20'4" K. UIG UTILITIE5 = 5'-0' I L. STORM DRAINS - 20'-0" iF I BOTTOM OF rE I NAY SALES M CATCH BASINS = 5'-0" L gR ' - pl+ NA5E SNAG Q7 (NON-LEACHING) tb N. SAN. LP = W-O' u- zz ED P. PROP. LINES = 5'-0" \ ryas 3/4" MIN. • P!"\\~~ DRAIN ROCK a, TO SLOPE = 25'-0' R. BLUFF = b5'-0" n\\,i 4" X 6" TRENCH PLAN - W/ COMPACTED BAGKFILL f\\\//j/ STAKE nrJ, SHE SECTION BALES TO BE SET IN 4- TRENCH SEE SEOTION NOTES, TRENCH DETAIL IN5TALLATION WITHOUT TRENCHING 1. TO TEST \ NOT6 ALL PIP G SMALL IBEE CAST ROONN,, 4000 P.5.10 2b DAY5 ' AIN CAST IRON LEAVING NOTES, Illl Ill ll ~l II 11 11 111 11 ~t Ip 2. IREINFORLEMENT MEETS J-11 11 1RY. It g II 11 II II II II II 11 5. ALL SANITARY PIPINS TO BE A DI5TANCE OF 5' AWAY P A G E 51LT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. u s II II II II II 1 II a A.5.T.M. A-615, A-105 SPECS . IL FROM BLOO PNIMETER INSPECT AND REPAIR SILT FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW OFF-!SITE TRANSPORT. T. ELEVATION 4"b SDR 55 P/C A& i46 Y DNOTE./CAWLC,'5 O L ~ < D DESIGN PERFORMED IN ACCORDANCE WITH SCDH5 5F'EC5. STRAW BALE BARRIER SEPTIC TANK SILT FENCE DETAIL NOT TO 51-ALE TANK - 1200 GAL. NOT TO SCALE SCALE: NOT TO 5GALE 3CALe S-4 4 of 6 rv 4 6 F o p o • r GUT P DOWEL PAPER SLEEVE PAN GUT ALTERNATE BARS PARTING STRIP a N ~ ~ b a ~ FILLER r) ~5 REAR OF BLDG (EAST SIDE) EX15TINS 6RADE TO BE RETAINING WALL R_ RETAINING WALL ° EXISTING GRADE o EL. 3Q'-0° REDIRECTED RED CEDAR BOARD AND Q BATTEN ROUGH 5ANd - F77--=- EXPANSION JOINT C a CONTROL JOINT ° PLA5HIN6 A5 REfd11RE11 34' PROP05EP GRADE ® EL. 36'-0"~ FRONT or WILDING OONORE n K S > 5 (WEST 51DE1 CONCRETE RETAINING O N N rv~ N rrr rrn;n r it >j~i~EX15TING,v,~` WALL OUl WALL OUTLINE CHART GRADE DNNELT TO OF PROPOSED RE( o~ 00 3~ go ~P o )SED REQUIRED FOOTING SIZE RET. WALL R ALL - LL REFER TO DETAIL 'W', HEIGHT (FT) (FT) THIS DWI " GRADE ® EL 32.0' O DRNG PIPE E. 311DRNG PIPE 11 31.10 - ' , © Q 0 0 • 3 26.: 2'-b" O'-II" O'-T" I'-O" B.O.RETWALL 4 ®FL. 29'_0' L - ~ SHOWN 5 31-10' 6 4'-6" PROP05ED P.C. RETAININ&_ -7- - - - - - - - - WAL~ PITCH T.O. WALL AWAY FROM 5'-3" 5EE (TFI5 DWG) IN6 WALL DETAIL EXTERIOR ELEVATION - NORTH )RTH SIDE PROPOSED ELDG 8 5'-11" i MIN SLOPE = I" PER LIN FT q 61-8" 6-8" I1-5" 2'-0" " -71_511 I,_b 2-311 3_881-1" 1'--7" 2'1 4'-O" T.O. WALL = EL. 36'4" PITON 04 BARS 16" 0.0, 10 l'-5 E~ HIORIZ. 3" MIN. I I ;p ~_OP S D AD ARI E . 6' COVERAGE. TIE TO H5 12 8'-10° 21-9" 41-5" VERTICAL, 24 O.G. 13 14 10'-3" I'-10" 3'-3" 5'-2" 15 3'1 b'-O" U m PROP05ED GRAVEL DRAIN 16 II1-10" . 'UP ED RETAININ6 WALL Il 121-'1" 4'-I" 6'-5" Q-1 4 PROVIDE H S.F. GRAVEL NORTH, EAST AND 131-4" 21-2" 4'-4" 6'-10" `T AND FILTER FABRIC WUTH WALLS OF PROP05ED 18 131-4" 14'_2" 2'-3" 4'-8" T'-3" MAINTENANCE BLDG ADDITION 19 14'-2" 15'-O" 2'-4" 5'-0" T-8" (V W Ci FOR I.E. SEE NORTH AND 5011TH fill I''- ' 20 15'-O" EXTERIOR ELEV. (THIS DWG) 1 " .J 4 G~.P . i.. A. n.. GENERAL NOTES: VOTES: 'T O 1' $ PROVIDE 4"0 DRAINAGE PIPE, PITCH Ip,, 1. CONCRETE SHALL BE 40( "E SHALL BE 4000 P51 MIX. 6V'l L.F, MIN) TOWARD PROP STORM >t5 0 16. Ob. 2. STEEL REINFORCEMENT' EINFORCEMENT SHOULD BE GLEAN, FREE FROM HARMFUL W • G 84 CONT. B 6 I I" O.G. RU5T, AND IN COMPLIAI d DRN6 LP ON NORTH SIDE OF BLDG.} FOR DEFORMED BASE IIND IN COMPLIANGE WITH APPLICABLE ASTM STANDARDS X 11 EFORMED BASE AND STEEL WIRE. _ 3. TOP MASONRY RETAININ SONRY RETAINING WALL5 SHALL BE PITCHED PER O E A . RETAINING 41'-O' Q " _ WA IING WALL DETAIL (THIS DWG) AND FLASHED PER DWG MrY~ REQUIREMENTS TO PRE :EMENiS TO PREVENT THE ENTRY OF WATER. 2 RED CEDAR BOARD AND EXISTING GRADE TO BE • b - 4. HEAVY EQUIPMENT USED REAR OF BLDG p BO. WALL ®EL. 211-0' It r (LOSER TO THE TOP G EQUIPMENT USED IN BACK FILLING SHOULD NOT APPROACH R TO THE TOP OF THE WALL THAN A DISTANCE EQUAL TO BATTEN ROUGH SAWN REDIRECTED (EAST 510E) ,p o THE HEIGHT OF THE WA 151 OF THE WALL. 0 327' d NOTES: FRONT OF /,BUILDING -J L 1. PROVIDE CONTROL AND/ Nry i CONTROL AND/OR CONSTRUCTION JOINTS N CONCRETE m WT SIDE) , . . . PRO 05EP GRADE ®E 2A in RETAINING WALLS ABOUT E WALLS ABOUT EVERY 25 FEET AND EXPANSION JOINTS •c n, r r, i. n r r r r 10 ABOUT EVERY FOURTH CO `_RY FOURTH CONTROL AND/OR GON5TRUCTION JOINT. 01 5HOULD BE USED IF AVERAGE WALL HEIGHT ON w r ( r ^ \ PITCH. ~iEXISTING~ COATED DOWELS SHOULD GRADE ,r EITHER 51DE OF JOINT 15 C ~E OF JOINT 15 DIFFERENT. J • MIN SLOPE ele"/LF- ' j , ;~?r~Zi~i~~/r•T~rr 2-6" 1'-3" O I'_6" O '2. USE TEMPERATURE BAR°. IPERATURE BARS IF WALL 15 MORE THAN 12 INCHES THICK. GRADE ® EL 32.0' • ' i L+ DRN6 PIPE I.E. 32.21' DOWEL5: ["X2'-O" PL EL5:"X2'-0" PLAIN BARS ® 12" 0.6. • r 5'-3" © - ' FILLER: PREMOLDED r PARTING 5TRIP: I6 C =R: PREMOLDEO JOINT FILLER ENGINEER: PING 5TRIP: Ib GA. GALVANIZED SHEET STEEL COATED TO 4 • . • DRNG PIPE I.E. 32.5' a . a PREVENT BOND A REVENT BOND AND WIRE TIED TO REBAR5 ®12" OG. OF NF 4. KEYS SHOWN DASHED M. S.D. RET WALL HIGH WALLS AND THO51 IOWN DASHED MAY BE REQUIRED TO PREVENT SLIDING IN ~p~ ~yy i G)"p9 r4 - -7 4LL AND THOSE ON MOIST CLAY. a ,4 r --==-t-~'=- J J 6'R. LM -V- , PROPOSED P.G. RETAININS RETAINING PROP?12 SED POURED CONCRETE RETAINING WAL i WALL m y y W EXTERIOR ELEVATION - SOUTH SIDE Y1ALL, SEE DETAIL (THIS DW6) (THIS DWG) i) 2 SCALE: 1/4" = 1'-0" ~I SCALE: ~~O 3493 ROFESSIONP~ JEFFREY T. BUTLER, PP Q J O a U O m O CD N z "L wq EMERALD GREEI 5TANDIN6 5EM EMERALD GREEN METAL STANDING SEAM ROOF UJ c`rv > v Cj z O LL p~O ~ Q z~o~N 11 1 p I LL 11 zzWp ® RED CEDAR WARD AND BATTEN ROUGH SAM N O Lu Q O Q N_ -47- LL u O - m Z~ u N O O O a o PROPO5ED PL. RETAININ6 WN.L PROPOSED P.G. Z RETAINING WALL A Z CO F (BEYOND) (BEYOND) Q m Q Q O q 6RADE ® EL 32.0' FAG 14 1 , V a PROPOSED PL. FOUNDATIONe , •a. a •e ° a . F"- --e, -•aa.: --_a a-.-•e--- --AND FOOTIN6~--=--~-------- 11 L_--1-_----- - T-------,-------~-~r" ----v----- ~-.~_-J 214 2 ALL 3 EXTERIOR ELEVATION - FRONT - WEST SIDE SCALE: 1/4" = 1 '-O" 11 5 of 6 O ~ rv ? PROP05ED P.O. RETAINING WALL (SEE DWG, No. A-1.0 FOR DETAIL5 4 -2o AND ELEVATIONS) A-I O 100'-0" Z< s ~ _ ~ FG~o Ul rv F ~ O N PROPOSED DRAINAGE PIPING (SEE DTL No.4, DWG. No. A-1.0) 8 t 777 7~7777777-777777 CKE 0 ej i % 4 i A-1.0 / l~ LOGKER ROOM ® ~ sss ~ j j 213 SQ.FT. j t~ ' / I'x4' 6ENGH I'xb' BENCH ~ MEN'S ROOM i z ~ i i i ~ % ~ ~ % 154 SQ.FT. j (12) L06rERS TOTAL a G o o Z n d 6°0 8 $o 7 = FOR GONT'N OF i DRAINAGE PIPING p-USj 4'-0" 4 q'-2A' 5EE 51TE PLAN, DWG. NO. S-2 i ej j3jo 3ojo 4'-0' 3' 5'-10" b/WALL MIJTD m rcm j i i TIME GLOCIr. % .Ff. J i 0 FA FAFCk Lk / DOPIER ~TOEk AE L A-L0 i I A-L0 !i BREAK / MEETING RM. U m i, 4 820 SG.FT. Y c FAH /STORAGE RM. 85 SQ.FT. v I I r+ g GOLD 5T0 ASE ~ I I o l l / i 4 W crv T. 2Sg6 SQ.F g III / i p xm i n i / rv RI_-~ i W ~O`9 LJ LL Xz 3042' 30' 6PK' 7I' j H 3~~a goo °o i i OFFICE N0.2 N OFFICE No.1 244 SQ.FT. V 251 50.FT. i~ - N / i ENGINEER. i 0 P0 0 N 1% 53'-4" I6'-b' 5' ' 2'-0" S' 1T-O' 5" T-II" oll a 9 I I I U' ~S a 2 II V in FA Y93 / J 90'~F551 ONP~" JEFFREY T BUTLER, P.E. -4010 - 4Z 4 LZ 10' X O.H.D. 10'X W O.H.D. lo' X 9' O.H.D. (2) 3046 (2) 3046 1 = l) pF~IRST FLOOR 3 I SCAL6 1/4" = I'-0" m o ~ p d1 N Z W W d 3 > U v CA p z O 12 BB.. .E FY 4~8f II Q3 s . R: 04-ZUMOVED o N Q EXI5TINCG u`~Zo 12 ~ a 12 MAINTAIMANGE/PUMP /PUMP z ? W O 9 9 HOUSE BUILDING We J<~O T.O.11 PLATE TA. LATE ~ m r O CY < --i u- o I'-O OVERHANG BAFFLE INSULATION RNAN6 V - Z I n o 0 O No Q FLASHING R-151N9ULATION Q z w O AS R MIRED O PROP. GRADE ® 0 - 2X4 AGQ SILL EL. 56'-O" 5/6' ANCNOR BOLTS, 48' O.G. MAX. 12" MPX FROM CORNERS OR SPLICE PROrroSEP `6" THK P.G. SLAB W 6X6 WW4 3" BEARING PLATE AND SILL SEAL P.G. FWD. HALL, _'X_" P.G. FOOTING Pc.T / 6 MIL. VAFOR BARRIER (5EE DW6. N0. A-10) OVER COMPACTED FILL APR 21014 PACE: T.0.5. = EL.32.50' (5TORA6E AREA) DRAINAGE PIPING -74 N GRADE SEE DWG. No. MD AND 5-2 G'!'•• . p 3 EL 32.0' 2'x14' WNTINUOU5 RIGID SECTION 1 mf 2"x24" CONTINUOUS RIGID A2.0 INSLLATION AT PERIMETER (R-10) IN5UL INSULATION AT PERIMETER (R-10) 5GALE, 1/4" = 1'-0" 11 6ofC 51TE PLAN BASED 51TE DATA: WELL5 ROAD ON SURVEY BY: OWNER: LAUREL LINKS, LTD. ms 5CTM No.. 1000-125-04-24.23 m~ ~ x 2 YOUNG 6 YOUNG, LAND SURVEYORS N V' & O OSTRANDER AVENUE SITE AREA, 6,738,132.00 5G.FT. (154.1 ACRES) r';q 4..w+ e VERHEAD, NEW YORK 11901 ZONE. A-G (AGRIGULTURAL CON5ERVATIOW Imo' LLL~1,~ 41}jx" .."I~I~A N Y N Tx U56 RE51DENCE AND GOLF COURSE LI~'Gy' (51 ) 721-2303 GWMZ. IV hrR f (II_ _ - Z ~ R NO SURFAGE WATER5 WITHIN a 300 FEET OF PROPERTY LINE 'u]`NF 1,' N N F 7 A ~ z 0 a WATER SUPPLY. PUBLIC DATUM, N6V0 (MEL 1929) F O o NO WELL5 WITHIN 150 FEET o OF PROPERTY LINE EXISTING BUILDING AREA = 19,394.00 54. 0 ® 0m,~ry a WITHIN ZONE (A-G), u~ BREY AVENUE 2.84% LOT COVERAGE duml ~'uo.ol WORK I ~ 'd~ 11 _ 4~'a ~1:.~1f o N N a ~ z J PROPOSED BUILDING = 24,394.00 5G.FT. 2 AREA WITHIN ZONE (A-G). 3.51% LOT COVERAGE „Fd6 ' .i ~tY ~L u_y O WQ ra r' % Q r N 'A~PP.Y 'O i N N STONE 1 MW 2-7 g SANITARY YELP GALGULATION5 BASED ON TEST HOLE DATA O ~ ILF ~ _ r 42'40'E 24502' 'W LEfAILO w i ~ O ~ " i ~ 510'4240'E 24502' YOLPL "s a YOUNG MED BY ` . (LAND THAT WILL NOT BE USED FOR A(MGULIURE, GOLF GOIIRSE OR A9 _LLLLL A C\ O 518'40'00"E U h LLLLLLLLLL LLLL LLLLLLLLLL LLLL _ RECREATIONAL TURF AND WETLANDS OR WATER SURFACE-5) ON JULY 18, 2001 4. LLLLL LLLL LLLLLLL LLLL LL" LLIJ_ LLLLLL 513'45'50" O 51H'31'S0"E 660,41' 512 3 LLLLLLL LLL LLL L•LCLLIi.LLLLLLLL LLLLLLLLLLL LLLLLLLLLLLL LLLLL LLL ILL LL LLLLLLL LLLLLL 19 LLLLLLLLLLLLLL n LLLL LLL LLLLLLLLL L LLLLLL 773.42 $ L LL•LLLL!!i-LL'L4 'LLLLLLLILL LLLL,LLI`LLLLLLLLLLLLLI E LLLLLLLLLLLLLLLtLLLL 4 _LLLLLL LLLL EL. 94.9 LL ' I _LLLLLLL LLL AREA (NITRO6EN FREE / WATER FREE AREA5) = 0~~.~y ~y~ LLLLLLLLL ' LOGATI ON MAP: o 0 4 IY~~5TMEL H \ _LLL LLLL LLLLLL _ LL,LLL' LLLLLLL LLLLLLLLLLLLLLLLLLLTCLZ LLL LtcLLZCCr.LiL4Ll LLLLLLLL L LLLLLLLLLLLL L EL. 39.9' (OU _L LLL SITE AREA - (PRIMARY PLAY AREA + NON-PLAY GREEN 5PA6E + LOAM NOT TO SCALE > G ",L' ° ° Q rv 6 0 do F3 dol MA5d14Y 9RPlY ~\1J LLLLLLLLLLLLLLLt L LLLLLLL LLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLL LLLL L LLLLLLLLLL LL LL LL LLLLLLL L L Y~^,'•y~_YM' V_ LL LLLLLLLLLLLL LLLLLLLLLLLL LLLLLLL LLL L LLLLLLLLLLLLLLL LLLL LLL LLL L I Lt LLL WETLANDS + WATER SURFACES) eROVrt u^' LLLLLLL LLLL L W a LLLLL` LLL L LLL L O LL-L L ~o 1L IDE WAIL EL L LLLLLLLL 00000 © LLL LLL " LL IL Q LLLLLL O 'p LLL LLLLLLLL LL AREA (NITROGEN FREE) = EL. 31.9' LOAM raj L 6,738,13200 S.F. - (4,029,300.00 S.F. + 275502.36 S.F. +26,24104 L- L LLL O' 98. LLL .LLLLLLL L 1L ? :LL LLL LLL O O• p. O LLLL L S.F. + 56,912.10 SFJ O L LLL' LL 0 p ` „ fl`l] LLLLL L L AREA NITR06EN FREE) _ 1 ~LLLLLL U5E RETNL `uLLLL `LLLL` LL L NO WELLS WITHIN 150' 6,138,132.005.F.-4,309,956.905F. LL L OF PROPERTY U ON. AREA (NITR06EN FREE / WATER FREE) = 2,346TI5.1 S.F. (53.43 AG) PALE Two Q I Q LLLL ® EXISTING NATIVE AREA LL ; LL - LL x COARSE SAND L E% 2' WT LLL LLL NO 5URFAGE MATER LL y LLL P `LLL` DRAINAGE OR II ttP) _ LLLL rv AE o I OVERFLOW EL L N NZE.cAa wsN LL LLLL G LLL Q `L LLLLLLLLLLL LLL LLL 51625'101 935.15' R=90A0 LLLLLLLLL LLLL ELL LL LL LLL R ' G AREA LLLLLLLL LLLLL LLLLL aa,~,,LL~~~L~LLLL LLLLL L L L LL L LL I I_ 'V £LVdLLL LLLL 2F50' LLLL LLLLLL LL L LL P L LLLL LLLLLLL LLLbLt4L.LLL L L L L L LG LLLLLLLLLL LLL LLLLL LL LL L4 LL LLL LL _L L LLL L EL, I't,Q' LLL LLLLLL L- L LLLLLLLLLLL L LLLLLLLLLLL L LLLL -I'LO' LL LL LLL LLLLL LL MSIOBttIAL oo NI '53'40" L 23762' DRAINAGE _ LLL LL LL LL LLL LLLLL LLLLLLLLLLLLLLL LL L ~O N { 71ER E:YGMTER® LL L LL '~4.yy~LLLLLLLLLLLLLLL D9 LLL L LLLLLLLL L L~LLL~LLL LLLL~L~~LLL 7HEUNLERSI6N= LL E UNUEKSIGNhD, PUkSUANT TO SOUTHOLDTOWIN CODE SECTION a1 L=25.06 ELL OVERFLOW AL ` LAREA O NES _ ! 0 5 '40 W .2 LLLLLL . LLLL LOO-254(,0ACKNON PROVAL SET [b 1-254(1), ACKNOWLEDGES THAT THE CONDITIONS OF THE SITE PLAN PROVAL SET FORTH IN THE RESOLUTION OF APPROVAL DATED LL a LLLLLLLLLLL LLL/ /20 A -1 /20 ARE ACCEPTED (SEE CONDITIONS ON RESOLUTION). R R~2s.oo' ' y'~~• R:25.C0 LLLLL y1 `-123... LLLLLLLLL q„ L=39.23' L=2B34' LlL LLLLLLLLLLLL LL LLLL LLLLLLLLLLL \ PLEASE PRINT NAI EASE PRINT NAME \10 I? ~fAFF U m L5Ei R=90,00' L=3 L• ~•L VILAM L=174.06' L• '`b FRONT YARD `b LLLLL LL LLLLLLLLLLLLLLLLL L LE FLF LLLL-LLLL LLLLLLLLL A L G its ArarrCk 3 L O L tLtL LLLLLLLLLLLLLLL LL LLL LL p~ L L LE L LLLLLLLL LLL LLL bj -p ED h6EDATURE TITLE DATE LLLL LLLLLLLLLLL LLLLLLL N C LL LLI-L L LLLL LLLLLLLL LLLLLLLL LL Io t u SELBI - 60-0' LL L ylm3 LLL LL LLLLLL pZ L L L LLL LLLL LLLLLLL , LLL LL LLLLLLL LLLLLLLLLLLLLLLL m ^ _ APPROVED BY W r LL~ So LLL LLLLL LLLLLLLL LLLLL LLL LLLLLLL LLL \ L V TOWN OF UTHOLD PLANNING BOARD ^ t//YyUWy~\~ DATE FW~I m LLL LLLLLLLLLL LLLLLLLLLL L ss3~ LLLLLLLLLL b,. LL /I LLL DATE l~ LL L ~ ' LLLL-L~L LL y CI7AlRPERS CHAIRPERSON SIGNATURE X an EX15TINS L LLL L~ IRR16ATION ® L LLLLLLL D "LLLLL NOTE: The a roves )TE: The approved site development plan shall be valid for a period of eigbtem (18) lU ~ WELL NO.I Ltt LEE OUT PARCEL OF 'LAUREL LINKS' f (NOT FOR `L`LLL` ~D + * + LL L LINKS' LLLLLLLLL LL $ months from the date L ~p mths from the date of approval as per code section 100-255. X Z POTABLE USE) LL LLL + + L LOT5, ROAID5 AND OPEN 5PAGE / N P LLLLLL i J 51PACE LL LLLL LLLL LL L LLLLLLLLL \ g" LIE ~ '.f AREA = 40.3514 AGRE5 / «+i+4 LLL LLL LLL LLLLL LLLLLLL LL LL L LL L LLLLLLLLLLLL LL RE5 I LLLLLLLLLLLLLLLL`LLLLL L LLLL ~L THE NYSDEL FRESHWATER IIIETLAND LLLLLLLL LLLLLLLLL L LL ~LLL ~ ~N ~P LLLL a c+ + "`LLLLL` • Ltll BOUJDARY IS EQUAL TO THIS 100' SEIT3AOK H d) \ Fy p9jj. LLL i«p ~+'+++«++f+ + LLLE ON SITE PLAN PREPARED BY YOMG `LLL YOUNG, LAST REVISED FEBRUARY I, 2000 LL LLL + 'Y Y W '-LL LLLLL iaa- + +f aiara (?ir «a+ LLLLL = AS VERIFIED BY S. LORENGE AND D. RADKE eVj LL + ~+fa as O N\B'AZ~ LLL LLL`~Lt LLL Z~99f . +f zr, LLLLLLLLLLLLLLLLLL LLL LLLLLL NO ON ~v. b~pGa ry+++++ LL L LL L L L L L ON NCV LJ'iMR 9, 2000. 5LOH5 APPROVAL AREAAPPROVAL AREA qZ3 LLLLL LLL ',Qr 4 +i+ O LLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLL L L L L LLLLI SkOIVISIfM OF LLLLL LLL f 'LL+ff + VLREL LINKS' V, + + ' e IT : LLLL LL LLLL L LL LL L L N-I 35' O'h' lF ' NO 5URFAGE WATER5 WITHIN LLLL LLLL a, , f + OFEN SPACE PRGL G' ':n'g, LLLL + `uL ~raa+++f .35ti'I\ h L 14BTq 300 FEET OF PROPERTY LINE ARE1:0.141D AG • r 'N\ Ir.~, vAwM `LLL B + `LLLLL f3,+ ~~~'\b n BUILDING TABLE Td11Lc NO WELL5 WITHIN 15x7 FEET C( No. EUILDIN6 TYPE 1311LDIN6 USE HEIGHT AREA N4' FWNK E1 LAFLIN ~ ~ ~ ` AREA OF NOW, SPOP D L LL f + AED wF.cArtlN 5EE PARTIAL F1EfSR+ LLLL OF PROPERTY LINE A Ex. GLUEHOU5E EX. CLUBHOUSE A55EM5LY - b,25550.FT. ER: q6 ••\0°E gfi • LL LL 517E PLAN « LLL / B EX DART ITORA51 EX. DART STORAGE 5TORA6E - 5,171 SG.FT. OF IEIV)' 00 '\O 6 EX. POOL HOUSE EX. POOL HWSE A55EMBLY - 1,24b 5O.FT. Q~~ fpy T. 09/rT d^ LL (SHEET 21\M i / _ _ D EX. MAINTENANGE 4 r0 ~QP lF9 + EX. MAINiE E t PUMP HOUSE STORAGE - 4,204 SQ FT ,yi N L EX. HALFWAY HOUSE COMFORT 5TATION - 53b 52 FT. m2 i3 ~4~ 5L201V15a OF IJUAEL LIIKS' \ LLL LL LLL LL LLLLL LLLL LL LL F EX. SUPERINTENDEN 2 OPEN F&E PARCEL V MEA=16320 AC yp LLLL LL LLLLLLLLLLLLLLL LLLLL ? 520 '2" EX. SUPERINTENDENTS HOUSE RESIDENTIAL - 1,910 50 FT. a, V L T\ LLLLL LL LL F](fjTINCj L PROPOSED NWNTBUME ADDITION OFFIOEr5TORA6E - 5=5O.FT. SO 07349 Pr IRRI6A110N Ny+ j . LLLL L E EX. HALFWAY NOUN ~•g .99' G FROPDEED MNN'IB N54.39'S1"W NN0 ~VBDD N32.29,/ pROFE5s~0 No.t FOR WELL l'W R + p 'M^~51% OF L RAMISANCALREL LINKS' cb 50-F W E PARCEL \ AURFAc SURFACE / AREA LEGEND' JEFFREY T. BUTLER, P.E. AREA:23153µ' LLL OTABLE USE) 50LF CME MRIAXE AREA OF AREA OF SITE. O I] FA7PIEM A4)SiGIUGf AREA LLP,LLLL k'4~ nib ~ ~p M1 _ _ _ _ _ _ _ EX. 2" WTR 626011'40"E b,'730,732.< ^(Q~Q O/____ _ 6,136,132.00 SOFT. (154.1 AC) p T 0 EXISTING O DRAINAGE 510'04'40"E -520l`00p20'pE 130.21' 10 100.31' OUT PARCEL s AREA AS INDICATED `ALL OVERFLOW AREA NO WELLS WITHIN 150' L P° 539'40'10"W EXISTING OF PROPERTY i LLLL OUT PARGEL OF 'LAUREL LINKS' 3260' LLLLLL a:isz' aR / OPEN SPACE AREA = L LLL LLLL 16hol 40"w C PRIMARY PLAY AREA Ul v 402 AO) O 0 76 3 LLLLLLL 5 1230'~•E 20.0913 ACRES LLL LLLL NIA°44'40'W 265.74' 1660' 4P29~00.00 SOFT. m Q \ LLLLLLL LLL = / / L 35'~ LLLL •LLLLL $6'/ R=63150 66, LLLL LLL LLLLLLLLLLLLLLLL L=295 -7)A LLL 535.65 ? L LL LL EXISTING WOODED AREA I m N z LU \ LL LLL LLL LLLLLLLLL LLL LLLLL I{°O`12'SO \(~95 LLLLLL lLL ,yLL LLL LLLLLL R' LLLLLLL LLL LLLLLL LL L I,., ACRE5 r J m LLLLLLL P/ ' \ I ^ I/ \ 'O LLLL LLLLLL . LLLLLLLL LLLLLL LLL LLLLLLLLL L `Syy FFF LL` \ LLLLL LLLLL L LLLLLLL L'Y~ uLLCCC I • LL LL LLLLL O ¢ LLtL~~~ ~ mlp2.oo SQ. Fra V d) N EXISTING NATIVE AREA U_ \\\Vt11 //V///IrV LLLLLL LLLL LLLLL \ V~ /C qQ LLL 26.23 ACRES (IS21b63.B SO. FT) O O , Q,nn Q O Q a LLL"I OFOYMC11Y \ & FONG I~ MV7 L LLLLLLLLL S LLL LLL EX15TINO WATER 5URFACE5 O V Q N LLLL a EXI5TIN& NATIVE AREA LLLE 1.31 ACRES Z N z (56,912.70 50. FT) 800-212-4450 ~ ff \ EXI5TIN5 NATIVE AREA (NO SURFACE HATER rpT", z z_ '~I O ~gy www.dignemycli.com ,LL LL OR WETLANDS, TYPJ . EXISTING NATIVE AREA NO SURFACE WATER L LLkLLLL OR WEnANP5, TYP1 ILLLLl EXISTING C~ .J < m Q (NO SURFACE WATER L LLLLLLLL OR WETLANO5, TYPJ LLL Lttttt NON-PLAY GREEN SPADE hF-11 IILL CJ' r www.ce11811.com FApg LLLLLL LLLLL Y~ LLLLLLL LLLL = ACRES (215,502 36 Sa FT) ' .ry LL Q N or . (for other stales) LLLLLLLLLLLLLL LLLE q~~y LLLLLLLLL ILLLLLL . LLL ELL Lt LL SIVE YARD 5ETBAcK 2o,-o- EXISTING WETLAN125 = 0.646 ACRES Q Q LLLLLLLLLL LL L LL LLJJLL! LLL {5L Bylaw, elccsvalan and contractors working In the L L NIB'70'I ItE. LLLLLLLLLLLLLLL LLLLLLLL LLY-LLLLL LLLLLLLLLLLLLLLLL LLL LLLLOLLLLLLL (LL lz LOCATED IN 'OUT PARCEL OF LAUREL LINK57 4 V Q Q five boroughs of New York City and Nassau and \ mE~ l"2 5, O R610ENflµ i0~µ R PENEAL RESIMWWAL U3E' LL LLLLL LLLLLLLL L LL-ILL L LLLLLLLLCL:LLL (26,24194 50. FTJ J Suffolk Counties on Long island must contact DigNet, 1-800-2724480 or 811, at least 48 hour LL' \ Ll O ' ~7 Q R~ IA i610Blflu R&OEMIU asloatnu ' 15E, USE, P.EAOEUi1u ' 2013b1' NI9• '20°W 299.44' IN19'44'20"W 265.37' DELMAR DR. Dal REDEI h V~M7 PESIGfNTIAL ES1510~ENME~I PESDEIRUL PE5IPENTW. pE5own pg'~NIIAI. LEE. P&0&Tlhl , ~y & 4~I -+1E EXIST. PAF EXIST. PARKING AREA O but no more than 10 hworking days (excluding 9 15E RF510@.mµ a. W51pENilµ M. R~DENaµ wE, pY.IOBITUI 99,D34.00 50.FT. (221 AC) z W weekends and legal Cl 99A34.00 digging or ) day ua to beginning prior any mechanized gexcavator work to DELMAR DR, ensure underground ar underground lines ere marked. ~ ~ - USf, P MmrlIU gE51o ik 0 a Excavators and contractors can also submit - - - - DELMAR DR. SYMBOL KEY v locate requests online, through ITIC. If you do not dl b ~ f, ~Ih currently use ITIC, please call 1.800-524.7603 N for more information. C ® = CATCH BASIN LIGHT POST N NO 5URFAGE WATER5 WITHIN NO WELL5 WITHIN I50 FEET _ oa =GAS VALVE = MONUMENT ~ lJ/= ~ For safety reasons, homeowners ere strongly _ NO 511RFAGE NU 300 FEET OF PROPERtt LINE OF PROPERTY LINE oa = V, oa = WATER VALVE D = STAKE encouraged to call as well when planning any 300 FEET OF PF type of digging on their property. Homeowners ~ = M u~ = MANHOLE COVER = HYDRANT KEY PLAN can contact us directly at 1-800.272-4480 or by = U = UTILITY POLE - { calling 811, the national call before you dig 9 SPECIAL LINES number. For excavation work completed on immoral property, it is the contractor's = OVERHEAD WIRES responaibillty-NOT the homeowner's-to contact 200 100 0 200 400 600 bOO 1000 CONC, CURB DlgNet. Having utllity lines marked prior to GRAPHIO SCALE I" = 200`0" Y digging Is free of charge a ~ of 6 0 ui NOTES: DRAINA6E CALCULATIONS I, ALL CONCRETE CURBING, SIDEWALKS, AND DRAINAGE AREA OF PROPOSED BLDG . 5,000 W. FT, BI-VESrONE SEWAGE DE516H CRITERIA r STRUCTURES 514ALL CONFORM TO PLANNING BOARD STANDARD s www.tllpnalnyall,aom 6/J00 5a. Pr. x.161 x 1.00. 83666 w. FT. AM NEW YOKK C1Y & 101 3.Mb . DETAILS AND ATION5. 2 Yn Not ? q 2~/1 ? www allell.am 71 AOPHALLT PONCRETE w TYPE-6 . „ 2. TOWN OWN OF UTHOLD PLANNING BOARD SHALL BE NOTIFIED 48 USE PRO I VI - 10'DED,0 669.46 LEACHING wFT. POOLS VOL. AT 16'EFF. DEPT I v VQ0-27G"4q dd6I'IV0 V (for other sore 'ASPHALT eAeE C, UR GROUNDWATER MANAGEMENT ZONE IV HOURS IN ADVANCE VANCE O OF ALL CONSTRUCTION. + 3. LOCATION AND 6RADE5 FOR CLRI35 AND WALKS TO BE METHOD OF WATER SUPPLY - RUBLIc IPT VERIFIED WITH THE TOWN OF 5OUTHOL9 HI6HWAY DEPARTMENT, DRAINAGE NOTES By law,e....k,n and oamncton wordrg in th. irve Farssftty naaona, hcmecwanan wom,n, e~reN QS% GOMPwTION (STANDARD PROUD ALLOWABLE SANITARY FLOW - 600 GPD/ACRE ql+j't ' ' N $ a ~ p r t b r SrI?PW.OR NY.5,0O.T. PRIOR TO CONSTRUCTION. I. ALL STORM WATER PIPING TO BE b'0 35. boroughs of New York City and Nassau and Suffolk encouraged! to call as wall when entering any type of . AR OR I m.n an antaot a 4. ALL TRAFF16 CONTROL DEVICES, I.e. SIGNALS, 518N5, AND y, ALL INTCigCONf~CT PIPING TO BE 15'0 RCP OR CPP Com rtlae on Lang mantl mp.l cored DIgNed tllggIng on their property. Homes an mnhN u ; 1 ~ b00 6M x 53.A3 ACRES = 32358 6PD m MEMO 4 A PA THE NEW INSTALLED TAT CONFORMANCE 1-egUayore11,atleaat4B hourbul no morethan tlir a1s dig rbyoallingell, THE OVIDE GUIDELINE5INES O YOR< YORK STATE MANUAL CUSS IX f 0 dung dthe a en, the ORAVEL ROADWAY (SEE SAN YIELD CA-C. BASED ON., (SHT I)1 W/b IM0.1VkF I: '1~~~~'I~u~'I~I l~n ~ F ~ ~ Wp 4TH VEMENT MARKIN55 SHALL ays (ean antle am L anon) tea rell call basomyou yap s nu number Farex a 1, the wn. a T SECTION (MINIMJM THICKNESS) reel, the PAVEMEN PAVEMENT SECTION (MINIMUM THILKNI CLUBHOUSE. 204 5TALL5 O 15 6PD,r5TALL f. It . =9060 GPD UNIFORM TRAFFIC CONTROL NNTROL DEVICES AND AS DIRECTED B BY THE 3. ALL SANITARY PIPING TUN BE 4'0 BLUE BRUTE. ptlororta to oedln any hhone sne maraorovvatlan work trackcompletedted on personal pithearly. it 1, the 4. ALL PIPING INSTALLED UNDER GJILDIN6 SHALL BE work to ensure underground lines am ma4ud Fx Ese aoavam contractor. mpoalblllty-NDTAe horna homaoamels-to TOWN D, DIVI510N OF TRAFFIC SAFETY, CAST IRON, AND SHALL REMAIN OAST IRON LEAVING THE antl oantnalan an al oeubmttlean squabonline, contact DIONA Having ptlllty, lira merest grotto iwmeh o 5. CONTRACTORS TORS PERFORMING ANY AND ALL TRAFFIC CONTROL W arlorm ASPHALT CONCRETE Come - Y,• III 2 " PR05HOP (RETAIL). 912 S.F. 0 003 6Pb/5F. = 27 6PD , WEARING COURSE I V]" COMPACTED MASS COURSE RESTAURANT. 165 SEATS O 10 6PD/SEAT = 1650 GPD DEVICES, LAYOUT AND INSTALLATION WORK SHALL NOTIFY THE BUILDING TO A DISTANCE OF 5' AWAY FROM BUILDING throsI ]TIC If you do not currently us. ITIC, plea. elf singing Is it.* of ohalge. PERIMETER, 1-S004M4de03 Mr mom Iniamupon. TOWN OF SLWHOLD DIVISION OF TRAFFIC SAFETY, 4B HOURS IN Y A6PMAL7 coNCRETE (EXISTING BANK RuN oR a• GARY STORAGE BLDG: 5111 S.F. 00.04 6M/5.F. = 2016PD WORK SITE + $ p ADVANCE OF BEGINNING SUCH WORK ALONG A TOWN ROAD. BINDER COURSE 2 I/2" OTHER SUITABLE MATERIAL) POOL HOUSE. ii f u' h ~ •~Jf ~ 6. STOP LINE 51614T P15TAN-E SHALL BE STONE BLEND BASE PINE GRADE SOIL BASE - SPA: 1248 S.F. a 030 6PDi5,F.m = 374 6PD BATHING. 50 OCCUPANTS 0 5 GPD/OCG. e MAINTAINED AT ALL INTERSECTION IN ACCORDANCE WITH AA5HTO REQUIREMENTS, 1. ANY 51TE PLAN, ROADWAY IMPROVEMENT BLUESTONE 4 SHOWERS 8 50 6FD/ SHOWER DRIVEWAY/PARKING AREA CATERING. UP TO 34 O 5 GPD/CAPITA = 500 GPD PLAN, AND TRAFFIC MITIGATION PLAN SHALL REFERENCE THE OTHER ON EACH AND ALL PARKING FIELD 5EGTION PROP. AN BLLDGG ADD S.F o 0,04 GPD/5.F. =1686PD PLANS SUBMITTED D AS A5 PART OF THE TOTAL - - - - PAVEMENT SECTION NOT TO SCALE STOR. AREA. AVON, S.F. 0 0.04 6PD 5F = 16D4 D cpp ` I N g U ~ APPROVED 51TE PLAN APPLICATION. NOT TO SCALE OFFICE AREA. 2366.44 5.F. O 0.06 GPD/6F = 142.11 6PD pp E5 - - \ \ WPERINTENDENT5 RESIDENCE: 300, GPD =300 GPD 4 HALFWAY HOUSE (COMFORT STATION): 100 GOLFERS O 5 GPD/GOLFER = 500 Gm N LOGATI ON MAP: \ (40% OF 250 TOTAL 601 NOT TO SCALE 6 g 5 P TOTAL PROPOSED FLOW (DENSITY) = 7,IQ4.15 GPD PAR 41. PARKING GALGULATIONS: PROP05ED P.G. NOTE: THERE ARE NO PROP05ED CHANGES To ANY EXISTING SANITARY MULTIPLE MULTIPLE USE EUILDING, 0 OFFICE AREA, 2368.44 50. FT, O \ bRN6 PIPE LE. 3116' NEW LOCATION FOR RETAINING WALL, \ \ \ \ SYSTEM RE51DIN6 ON PROPERTY. OFFICE 1E051NE5S' CLA55IFICATION E' ,g SEE DTL 114, DNS AID TW = 365' EXI5TING GREEN TO CONCRETE SLAB FOR 9 AID \ COLD ST COLD STORAGE AREA, 2400.89 SQFT. 11 . \ PROP, 4" ST. DRN6 PIPE, W ' 36D' 4 R pTwI.I = 36s URNS PIPE.. DE516N GALL. POR STORA61 PROP. 4" STRM N DRNO FT PIPE, Bw =36.0' \ \ PROPOSED SANITARY. STORAGE' CLA551FICATION 5-2' C]7 \\''.Pl\ uN FT MIN BE REWORKED '41. IRIGATION60MROL PROP. PITCH =16" / uN Fr MIN \ \ PROPOSED 5EWAGE DISPOSAL SYSTEM DESIGN FOR MAX. FL( MAX. FLOOR AREA ALLOWANCES PER OCCUPANT, OFFICE AREA INCLIAE5, U 44....6E. 3221' \ \ \ \ MAINTENANCE BUILDING, ADDITION; OFFICE F OFFICE 6 STORAGE AREA. COLD 5T OFFICE 058288 5F) 0 I00 S.P. / PER50N = 16 PEOPLE d W , 56.5 100.00 40& EXISTING CONCRETE SLAB FOR 2400.69 5.F. • 004 6,PD25.F. = 46,04 GFD COLD 5TORA6E AREA, 0 . ~"PROP. 4' STRM DRN6 PIPE, , .....40. IRRIGATION CONTROL TO 13E REMOVED PROP,=4"y~I SAN uN FT PIPE, MIN \ \ 40 OFFICE WAREHOUSE (2400089 SF) 0 100 5.F / PER50N = 3 PEOPLE I I.2' IrcN AREA. 2366.445E 00.066PD15F = 142116PD PITCH' \ \ 5U5TL DISCHARGE = 236.15 6PD TOTAL 0 TOTAL OCCUPANCY FOR BUILDING = 19 PEOPLE . . . . . \NQ PITCH =A,%IN FT ss \ \ PROPOSED SEPTIC TANK. I EXISTING EXISTING ON SITE PARKINGCALCULATION, if. SLID, MAIN TENANGE BUIOLD NG ADDITION , O.EL. 32.50' X 20' MIN (RET WAL PROOF. 5T~ \ _~39 238,15 6PD x 2 =4763 GALLONS REOIIRED 22 32 325 EXI5TING MEMBERS 0 /j MEMBER5 = 163 SPACES tll EXIST 4033 / INSTALL. (U B' VIA x 4' EFf. 1",1,200 GALL) EXISTING 22 EXISTING EMPLOYEES 0 UEMPLOYEE = 22 SPACES = EXISTING QTY REQUIRED, 185 SPACES _ " 10'.MI,N (6L.1?G) PROPOSED LEA( ) S POOL: \ PROP05EP QTY REQUIRED, 19 SPACES / PROP. PROVIDE EXE` sea ~ 15 FH IS'9 5F. REO'D PROP05E . ...~P ED - OJ 8' IS PIA x 6PD / 12 VIDED EXISTING QTY PROVIDED, 204 SPACES V m / SLD GVR STORM DRAIN ~ a' STRM DRNG PIPE, I S.F. PRO m 10'0 x l3' EPF. . P.05T TB RLGD TW = 36S PITCH =Ye7LF, MIN 300 I I \ I 1200 6ALDSESANITARY PTIC TANKYSTEM (PROPOSED MINIMUM COMMERCIAL SANITARY 5Y5TEMU PARKING EXISTING PARKING SPACES 15 SUFFICIENT FOR REQUIRED try O PARKINS FOR PROPOSED MAINTENANCE BIIILOIN6 ADDITION d) 10'0 D X~ DEPTH O 6W = 32 EXISTING E EX WD TIE T13R. ' O d FNCE TBR } EX UTILITY BOX TBR . p--pR PIPE LE. 325' .r 84 x 12 EFF. DEPTH LEACHING POOL W N ICKET , _ EX ypR 5F X ~)G, E NGN TER 20"MpN. PROP. MAINTAIN 5% GRADE WITHIN 20' OF O IRET WAL O 1 SANITARY SYSTEM EL. 94.9' EL. 34.9' 0. SITE FLAN BAf® ON 9 MW(6Y, f() me TBR NG. CURB 5 T6 ~n SLAB T EX TRAILER TBR 8 +D ~ EL 99.9' YDUN6 4 YOU46, LAND SURVEYORS EL 33.9' IAN -Ip: 400 05TRANDER AVENUE Frill DRN Y. m BR ~ EX TRE...... ~ . 3 , A~ ,...........RN ?BR:. `-.`.....•,GD...... Q3 ~ MAN '3231:' 4J 9 vFX.ED6E OF :PVMi TBR......... \ 36\ \ EL. 91.9' . Brawl curer RIVERHEAD, NEN YORK I190I W In pV1 foU X'EDGE EL. 31.9' . ap' (516) 121-2303 X Z ~ ' ao:'....... LP TB RI. a'3 EJCP \ : E REKGH D. r.:.r..• ti A : EA GONG. SLPB TBR 7C EXIST. ~m ASPHALT EX, A/6 300 AFL. POOL / TEST HOLE PAVEMENT WASTE OIL TANK ~ P/c SLAB TO REMA ' p a \ r ^S PMFORMEP 1 YOUN~BY Q' W Q .100.00'- JILY ID, 2a 1 LL -fT.a 10,x90H DR ° IO x9x90H -'4 ly L 3i o 32 35 32 0& P. 2' - X363 EXISTING - •a ' ASPHALT PAVEMENT Sa 3zr az az PC, RAMP 32a EX. MTR \F \ \ EL. Il.4' PROP. POU D REINF GONG, APRON FOR RHEAD DOORS u? U "P S S m 3234 .3>, Hl Off(. 3301 N 34.5' = G G G G ND whn H1 h1 3z3 EX. 6A5 5ERVICE LINE NO WATER ENLfXMTERED U 20. aW PROP 8.2' g.2PROPOSED TO REMAIN SHEET INDEX: ENGINEER: ' 3z 64 ° 6k6', X--' _ 3111 X ,IOINIP ftV COVERED BREEZEWAY, p EXISTING AND pROpO5ED 5'1 511E PLAN BUILDINGS. MAINTENANCE GE A%' X 3191 Lv 1~ : PROF 5-3 PARTIAL 15 ~oF PLAW, 5-4^ 5ANIURY RISER DIA AN7 DETAILS ,~P T BLrC.o 'j- \ \ , MAIM PROPOSED k4ATER JOINING 0`0 GOPPER PIPING) EXISTING 321 X \ \ ELEVATIONS W,~.,VV~wi w w A-2,0 PROP05ED KAIRTENANCE BUILDNS - FLOOR RAN RINI 31.11 X 31 bb'- MAINTENANCE BUILDING AND PUMP HOU5E \ - N EX. GRATE 3 1111 F.EL. 32.50' EX. 2"m WTR 5RVC TO EX. RPZ SGOPE OF WORK1 I. INSTALL ER05ION CONTROL MEAGIRE5 BEFORE COMMEN6IN5 WORK FOR 5,D. L.P. DEOGE AT ROAD (TR) Z 6RADE PER PROPOSED CONTOURS' EXCAVATE' JEFFREY T. BUTLER, P.E 3261 v 3216 - , \ 1 X 36II STOCKPILE SOIL PER PARTIAL SITE PLAN 3. INSTALL PROPOSED RETAINING WALL, BUILDING 3] J3' t . FOOTING, FOUNDATION AND SLAB OWTALL p EXISTING - - EXISTING APPROVED PROPOSED SANITARY FIPINW. ASPHALT PAVEMENT - / EX15T. \ 5~,AInNITARY 5Y5TEM 4. PROVIDE PROPOSED SANITARY SYSTEM AND 5TORM DRAINAGE STRUCTURE, m 32.0 1 W WORK) 5. CONSTRUCT MAINTENANCE BUILDING ADDITION I*- F .po].Z: B 0 \ 8'~ LPJ \ \ eL N.. j N O O <325 N T2 LL m S' •.N Q X~, .X3110 322q p'm W•, tQ d) lz EX15T. FUEL TANK5 AND 5LAB TO ((zYY. a X32 APPROVED BY z '1L REMAIN, 215'GAL FUEL OIL' TANK, O EX. SAN / GRIM 32.04 w V Lp N O ~z O "a 2'15 6AL OIE5EL.FUE4 TANK, AND X 250 GAL KA5TE OIL TANK ' ~ I PIPING PLANNIING BOARD V V ~ 4 0. 55 ORIM\52. TOWN OIF SOUTHOLD OQ~~ Q Q 32a 3230 lilO~ry x 32:13 u \ ~ p, 5EPTIG TANK DATE \OV u ~ 7 7 p~ E P \ { l a ~zo PROPERTY LINE ' Z I~IJ7I O X 32.45 - - XRIM 3 DEMOLITION W lL O Cr SANITARY SEWER -89 FF~~II W Q# O O O . EX. GRATE -1 ILL MATER 5ERVICE W 2 W Q FOR 5.D. L.P. ° a STORM DRAIN -50- V a O O EXISTING CONTOUR N LL EXISTING CONTOUR TO BE p a T 5T X 350 REDIRECTED 6'•.... Z X 32 2l H LE W PROP05ED BOTTOM a TOP z In - EXISTING • + _7 ASPHALT PAVEMENT OF RETAINING WALL O .q ^ li _C : O Q 13 O . 33 3231' a 8.' 8.1' EX GONG WALL AND PLOW ARROW d -O 3219 fD Tw 3260 SLAB TO REMAIN tt 34.5' m 320 EX. STRM DRAIN GRATE COVER SEPTIC TAW (\00 ) JA} 3286 E 33 F I I E --S GONG. EX. ELEG SERVICE (TR) LEACHING POOL (O 1 P `ti-/ E RAMP ~l 3224 EXISTIN& DE K60 T S-2 PARTIAL SITE PLAN ~ EXISTING (460 VOLT UNDERGROUND ELECTRICAL SSEPVIOE) 31B 1 TESST HOLE HOLE FLOOR ELEVATION FUEL. _ 32.3 `EX. ELEG. -[~E=X ELEGT EXISTING PNLS XFMR FRAME GARAGE TO BE REMOVED (TBw g" 10 5 O 10 20 30 EX. ECE y GRAPHIC SCALE TO REh 'TO REMAIN' F.FL.EL. 3261' (TO REMAIN) ~ '9' 3z.22 E 0 2of6 3 MAINTAINED FOOTGANOLE VALUES AT GRADE, USING A .72 MAINTENANGE FAGTOR. FROP05E11 L NE OF SILT FENCE AND Statil lcal Area Summary _ HAYBALES. INTAIN DURINS DEMOLITION AND CONSTRUCTION Project: LAUREL LINKS - MAINTENANCE BLDG ADDITION /~,~r E4 Surlta NEW LOCATION FOR (SEE DNG NO.15-4 FOR DETAIL5) Label Avg Max Min Avg/Min Max/Mln CONCRETE SLAB FOR 0 IRRIGATION CONTROL INSIDE PROPERTY 0.8 2.1 0.2' 0.00 0.00 - Dpbcne:lFeclgr 0p0eption 1gry-IntlRlleA) CM1Rnpw .I W - Description Oncrlplion CYNIR To suffix W ~ ¢1 277y ballast 1s5-51 397V ballasgmwt 31VdIlas1155-SmNHPS OnIVI 2 O z 39N hallan lww HPSOnbI s O ut N N THIS L THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM comyollmparn au VOlt btballast l WHPaonbl M LIMIT OF CLEARING, GRADING AND LABOI 6ROUND DISTURBANCE STANC LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS UTILIZING CURRENT INDUSTRY m-volt ballast aoI r Tit ali915A & Mfl City) on y) TI-VOl bilaa1 1n & ?(W loxw 10nW H Ps OpIV1 T (AREA OF P15T1RBAN06 14,545 5F) APPR( STANDARD LAMP RATIN65 IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY E4 SerlO ll ballast lm projection cutoff pholowl now, aF APPROVED METHODS. AGUTAL PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRE MAY The retlemmmil light out enDaway sronaecolor shror Phmpmllnsw, EM 24OV9rW7m 12,O flora P ~ VARY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS AND OTHER from the fixture. M excellent choke for Dplb Crmshrwb Brunie COlorshrpoo BS V VARIP VARIABLE FIELD CONDITIONS. lightlnq small parklnq or public areas IDmhPoxa Lesrr 112 Goltl GOtprmm rwHabupn,NWHPSI GS m Niph PrM'll or belleel M 10WgWgg266%i A`SS' fff222~~F next to bulltllnps. Venhos IDmpRmmpl 6 Lem Fasteners ~ o Vehiml mounting la srrb onbl q Q q ~ - Luminalre PROP05EO Luminalre Schedule NOTENknell°° NUTS: olavallahl NOTE: NOdwllahle when both hpl and ohalooell suppbetl z j- uS Yi 0i MAINTENANCE BUILDING ADDITION JA Patrarbal Lens Qt Label Arrangement Lumens LLF Descrl tlon Total Watts Hal ht t r oceeesorles.(Flr Polycarhonale Lens ' V O Gs rM1 013250' ~m It I'll, Desctlptlcn 4 A SINGLE 1200 EA. 0.720 RUDD E4 SERIES 35 8' weDege/ calakq Mounting surmce ugummeg RcuRUgrler.IFblp-ImlRllep a ~ G~. 0nodprlon CRltlop Number O C4 rv^ rv rv PROJEGTION CUTOFF thwrlptlon Lamp Type Number rwlthe Pole Mooring arm 4 SurNoe Mgunllnp Box ESB-7 Z P Z p HIGH PRE55URE 50DIUM Fro)ectton 35w hps E4503-1 Wall Mounted Tamperpmotsprewr Pole Mounting Grockel PAS-7 Y~ 6 O O O 6 = r= Tamperpmot3er.driver TPSI T NPx ~IR,IT MODEL No. E4505-1 Gil 0 EXI5TING P. MAINTENANCE BUILDING AND PUMP HOU5E F.EL. 52,50' xisn~ :,zPxu, rnvu~n PPOP05ED STABILIZED , ' 'g' • CON5TR rTION ENTRANCE 15EE DTI., THIS DWG) U m EROSION CONTROL PLAN NEW LOCATION FOR /WV . SLAB FOR W IRRIGATION CONTROL L MOIL 20 10 O 20 40 60 HO 100 PROPr75ED r W ~o~ GRAPHIC 5GALE 1" 20'1 RETAINING WALL X ~'L °mdo TO' MIN. 2: d) 5TONE PAVEMENT E%15TING XISTING PAVEMENT EXIIMD H cz. oQ, FILTER GIRTH 'DID MOUNTABLE BERM PROFILE (OPTIONAL) 0011 0.30 0.40 1.411 ID m TO' MIN. X PROPOSED 000 0150 ag11 iho 12 MAINTENANCE BUILDING ADDITION KASHIRAGK € 4 mx G.EL. 32.50' k (OPTIONAL) ENGINEER. R R R 4 4 R' 1R 'I• 0.1 270 1 E%15TING - - - 410'MIN_EXISTING WARSE PAVEMENT 6ROI,ND : A6GRfaATE . - . f-~ ~~y NEB ~R~ tli . g A 00? 0.40 0.10 2B0 II. w DRAINAGE TO mQ z SEDIMENT TRAPPING ELM mo] o DEVICE SEE NOTE 5 I w ~T O.I ? O,l? 2,l? 7,1 {{''~T ? ? 0 07343" P~ 60 , 0. Op 00 PROFESS\O~ 1. STONE 51ZE - D5E 2' STONE, OR RECYCLED CONCRETE EQUIVALENT 2, LENGTH - NOT LE55 THAN 50 FEET (EXCEPT ON A 51NOLE RE51PFNCF LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY) ~L L2 7.1 Ilb 92 Ilb 7.1 12 10 1.4 1.2 ID 12 7.1 ? ? ? ? JEFFREY T BUTLER, P.E. 3 THICKNESS - NOT LESS THAN b". 4. WIDTH - 14' MINIMUM BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS F EXI5TIN6 (4) EXTEROR LIGHT FIXTURE'A', .'71 I2 1.0 p5 00 Q OCCURS. oo?? /~1ALT PF1yJECJENT ? 12 WALL MOUNTED 8' ? 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION (SEE LT6 SOH. FO7 02,50 ? Ib? 1.40 ? ? Q ° pq DO ~ ~ ENTRANCES SHALL BE PIPED ACRO55 THE ENTRANCE. IF PIPING 15 IMPRACTICAL, A MOUNTABLE ? ? ? ? 0 ? ? ? ? ?1.6 BERM WITH 5:1 SLOPES WILL BE PERMITTED. 1. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT 00? 0 O,q? 1,q ? ? 1A lb 2.7 2b 34 2b 2.1 lb 1.4 12 TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. N 8. WHEN WASHING 15 REOUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH STONE AND DRAIN5 ~ lL m INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. ? ? ? ? O ? ? ? ? ? ? ? ? 0.1 0.1 I.2 0.1 0.1 OA 0.4 OD 0.2 Qb 04 7- LU m ~t I n v O z 5TA51LIZED CONSTRUCTION ENTRANCE NOT TO 51-ALE ? ? ? ? ? ? ? ? ? ? ? Q ? '.-ID u 0.0 0.1 0.2 03 Ob 0.1 0.4 03 0.4 0.1 Ob V3 0.9 'Ob 003_ C7 V d)d ~ Q 0. GENERAL POLLUTION AND DU5T CONTROL MEASURE5: EX. GRATE EXI5TIN6 a OQ6O Q 4 1. THE DEMOLITION SHALL BE PERFORMED BY THE CONTRACTOR(S) AT THEIR OWN RISK AND 13. EXCAVATING AND GRADING SHALL NOT CREATE SLOPES GRATER THAN 15%. ALL SLOPES ? ? ? ? ? ? ? ? FCS 5D. L.P. ? ? 0 " ? 1 ,a0 MAINTENANCE BUILDING EXI5TIN6 ° } CN =MANGE BUILDING N z LIABILITY. ALL DAMAGE TO THE RIGHT OF WAYS, 51DEWALK5, CURBING BOTH ON 517E OR TO BE 5TA131LIZEP WITH EROSION CONTROL PRACTICE5 AND VEGETATION. .0 0.0 00 OD OD OD OD OD OD OD OD 00 OD' '0.0 AND PUMP HOUSE 7 R)HP HOUSE -L Z O ADJACENT TO THE DEMOLITION AREA WILL BE REPAIRED OR REPLACED 50LELY AT THE 14. TOP SOIL TO BE STOCKED PILED AND RE-USED ON SITE AFTER EXCAVATING IS { CONTRACTOR'S EXPENSE. COMFLETED. FEL. 32.50' FEU. 32.50' I„~ X -1 Q @tl~ 2, TO THE BEST OF THE ENGINEER'S KNOWLEDGE, NO ENVIRONMENTAL HAZARD(S), THAT COULD 15 TEMPORARY OR PERMANENT STABILIZATION MEASURES SHOULD BE INSTALLED AT GRADED BE AGGRAVATED BY THE DEMOLITION PROCEDURE, EXISTS ON TH15 SITE. AND STRIPPED AREAS THROUGH THE USE OF TEMPORARY 5EEOING AS REQUIRED, APPROVED 3. THE CONTRACTOR 15 ADVISED TO USE CAUTION WHEN EXCAVATING AND REMOVING 16. 5EED MIXTURES SHALL BE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE 9UB5URFACE STRUCTURES, PIPING, ETC, DUE TO THE LIMITED AVAILABILITY OF INFORMATION RECOMMENDATIONS. EXISTING J ~ 0 p ~ 0 CONCERNING SUBSURFACE UTILITIES. TEMPORARY 5EEDIN519 AS FOLLOWS: ASPHALT PAVEMENT ~ e j 4, APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING EXCAVATION, GRADING, AI RYE GRASS (ANNUAL OR PERENNIAL) AT 30 LEE. PER ACRE (O.l LBGAOOO BF) PLANTING AND CONSTRUCTION B) CERTIFIE9'ARO05TOOK' WINTER RYE (CEREAL RYE) AT 100 L55 PER ACRE (25 Q7N J V U Q N O O 5. ALL RUNOFF SHALL BE RETAINED ON-SITE IN ACCORDANCE WITH LOCAL REGULATIONS AND L5515F) z ~o $ APPROVALS. USE WINTER RYE IF SEEDING IN OCTOBER / NOVEMBER PROVIDE MULCH (INCLUDING @ 6. ADEQUATE FENCING 15 TO BE ERECTED AROUND THE PROPERTY, INSIDE OF THE SIDEWALK, GRAVEL MULCH) N m lz Q BY THE CONTRACTOR PRIOR TO THE START OF DEMOLITION. THE CONTRACTOR 15 TO 11, SEDIMENT SHALL BE TRAPPED ON THE 51TE AND NOT PERMITTED TO EWER ADJACENT z C/,] Q J+ MAINTAIN THE FENCE DURING THE DEMOLITION AND THE FENCE 15 TO REMAIN IN PLACE UNTIL PROPERTIES OR PUBLIC ROADS OR DRAINAGE SYSTEMS. SEDIMENT BARRIERS SHALL BE ALL EXCAVATIONS HAVE BEEN FILLED WITH 5UITA13LE III OR THE PROPOSED INSTALLED ALONG THE LIMITS OF 0151URBANCE PRIOR TO THE START OF CONSTRICTION SUBSURFACE STRUCTURE(S) HAVE BEEN INSTALLED AS SHOWN ON THE PROP05ED SITE PLAN. AND SHALL BE MAINTAINED UNTIL CONSTRUCTION 15 COMPLETE, 1. GATES ARE TO BE INSTALLED AT ALL ENTRANCES TO THE SITE. THESE GATES WILL BE 0. PROPER MAINTENANCE OF ER05ION CONTROL MEA5URE515 TO BE PERFORMED AS SECURELY CLOSED AT THE ENO OF THE DAY MEN THE DEMOLITION OPERATIONS ARE INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR PROLONGED STORMS, CEASED AND THE WORKERS HAVE LEFT THE SITE, MAINTENANCE MEASURES ARE TO INCLUDE, BUT NOT LIMITED TO, CLEANING OF RECHARGE b. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT 501L AND BASINS, SEDIMENT TRAPS AND DRY WELLS, CLEANI45 AND REPAIR OF SEDIMENT BARRIERS, L 005E DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION ENTRANCE REPAIR OF BERM5 AND RUNOFF DIVERTER5, AND CLEANING ANO REPAIR OF INLET SHALL BE MAINTAINED UNTIL THE SITE 15 PERMANENTLY STABILIZED. PROTECTION DEVICES. F A6E: 9. EXCAVATION PROCEDURES SHALL BE PERFORMED BY THE CONTRACTOR(S), IN ACCORDANCE 1I MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS AND UNTIL ALL LIGHTING PLAN 5 WITH ALL FEDERAL, STATE AND LOCAL CODES AND REGULATIONS, DISTURBED AREAS ARE STABILIZED. 10. CLEARING AND GRADING SHALL BE SCHEDULED 50 AS TO MINIMIZE THE EXTENT OF 20. VNLE55 OTHERW15E DIRECTED BY THE OI•INER, THE CONTRACTOR 15 RE5PON51BLE FOR EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED AT ONE TIME. MAINTAINING THE NECESSARY RECORDS OF CONSTRUCTION ACTIVITIES, PREPARATION OF BUFFER AREAS OF VEGETATION SHOULD BE LEFT WHERE PRACTICAL. INSPECTION REPORTS, AND REPORTING RELEASE OF POLLUTANTS TO THE PROPER 10 11. NO GRADING TO OCCUR WITHIN 15 FEET OF PROPERTY LINES AUTHORITIES AS NECESSARY TO COMPLY WITH THE NATIONWIDE PERMIT. THE CONTRACTOR G 10 5 0 10 20 30 40 50 12. THE LENGTH AND STEEPNE55 OF CLEARED 5LOPE5 SHALL BE MINIMIZED TO REDUCE RUNOFF SHALL REPORT ANY REQUIRED MODIFICATIONS TO THE 5WPPP NEGE551TATEEP BY FIELD 5RAPHIC, 5GALE I10'-0" ~EFFREY T. P.E. IS NOT R R, P.E. 15 NOT RESPONSIBLE F OR SAFETY AND 5EWRITY RI5K5 DUE TO S-3 VELOCITIES RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES, CONDITIONS OR CONSTRUCTION ACTIVITIES TO THE ENGINEER FOR REV15ION OF THE SWPPP INADEQUATE LIGHT LEVELS. THIS I! BASED UPON THE SOUTHOLD TONAL f LEVELS. THIS 15 NOT A RECOMMENDED L16HT LAYOUT. IT 15 A DE-516N SOUTHOLO TONAL CODE - ARTICLE XXXXV-OUTDOOR LIGHTING 9 WHERE APPROPRIATE, 0 5 ofC N EL. 94.9' Y SEPARATION DI TAN F EWI EMENT FOR DARK rv ~ STORMWATFR LEACHING 5TRXTUBES AND PIPIN6r EL. 99.9' 10AN IOU o HORIZONTAL 5EPARATION 015TANCE5 FOR STORM HORIZONTAL SEPARATION V51ANOFS FOR STORM EROYlI CLAYEY PRANA E E CHIN•POOLS PRAINAGE NON- CHI 4 / REST EL 31.9' LOAM (W PROPERTY LINE = 10' MINIMUM WATER SERVICE LINES)LATERAL5MAIN5 = 5 MINIMUM &llLOINGS WITH CELLAR = 10' MINIMUM UNDERGROUND UTILITIES = 5' MINIMUM HEAVY DUTY AND LOOKING SIDE CAST IRON COVER TO GRADE a BUILDINGS ON SLAB = 10' MINIMUM N - U N WATER SERVICE LINE/LATERAL5MAIN5 = 10' MINIMUM VERTICAL 5EPARATION 015TANCF5 FOR STORM LNDER6ROUND UTILITIES = 5' MINIMUM DRAINAGE LINE5i FINAL GRADE ADE rI SANITARY LEACHIN6 POOL5 = 20' MINIMUM WATER SERVICE LINES = IB" MINIMUM PALE IROM a~ PUMP 5TATION = 5' MINIMUM 5ANITARY WA5TE LINE5 = 15" MINI" GREASE TRAP = 5' MINIMUM COARSE 9AIb MANHOLE - 5' MINIMUM (StW PRIVATE WEL1-5 = 50' MINIMUM N RETAINING WALLS = (BELOW N PROP05ED FUEL 5TORA6E TANK6 (BELOW 6ROI1N0) = 20' MINIMUM O ~ H N N ~ ~ ~ ~ GASP IRON FRAME AND 6RATE/ CAMPBELL IIBZ G OR APPROVEP D BOU EGTIAL MAINTENANOE PROPOSED RETAINING z BUILDING WALL (SEE SEPERATION 9 Z EL, 1I _1TO, ADDITION DISTANCE NOTE BELOW FIN. GRD • PROP. O.I. OVR L,6 6VR NO WATER ENCOUNTERED 5.T. • FL 36A' EL.- 0' O %7~7i FlN! TO ELI= FIN 6R0 = EL. 320' ~ m FINAL GRADE PROP. GRADE EL 34'fi° 19 5- TRAFFIC N 4' DIA BEARING SLAB 5OR 35 PVC TESIf' HOLE DATA A9 PERFORMED BY YOIN6 4 YA • F0' N ~Z ~ O W W s 5; 5; APPLI PIPE PITCHED IC (APPLICABLE) oY; n' Y ON .ULY ID, 2001 RE FLOK LINE • 14' !V N N ry N N N Y rva O v O F. PROP05152, IE. =3086 PR PR F05M o o g 60 D 6 m _ 3' MIN. 4' PIA PyVO PIPE, 22D •/4' / L.F. 55' = 0.46' N IE =3034' IE. =30.26' . EFF. DEPTH - - ~r77F~ 3' MIN. PROP05M LEACHINS POOL PROP05ED 31 MIN. To 3' MIN. ;FE 12 4'01A PVC PIPE, F MIN. CLEAN BO GV / LF. = IV= O OW SAND COLLAR I SEPARATION DISTANCE REQMTS FOR SANITARY PROP05m 4 ® ® WRAP STRUCTURES ® LEACHING STRUGTLRES, 6200 GAL SEPTIC TANK MINIMUM HORIZONTAL SEPARATION 06TANGE5~ ry WITH FILTER FABRIC MIN ABOVE A, W LOING W/ CELLAR = 10'-0" B. 51 ON SLAB = 10'-0' I I HIGHEST 5 RECORDED m O. WATER LINES = IO'-0" I GROUND HATER V 5URFAGE RATER (WETLAND5) = 100'-0' F. PUBLIC, WELL = 200'-0" 6RPMD WATER 10' DIAMETER I 1~- 6. PRIVATE WELL = 150b" Bq. PoCL z 0.:15.40' NON-RATEABLE COL 501E C COLLAR DEPTH H. RET. WALL MTRPROFF) = 10'-0" (BALKFI. (BALKFILL TO BE GLEAN i Q m 4 U16 FUEL TANKS = 20'-0' U56S DATA WELL No. 56560,1 K . AV SAND CZOLLAR MATERIAL 6' MIN. SAND AND GTLAVFI)~ Y K W6 UTILITIES = 5'-0' L. STORM DRAINS = 20'-0" HIGHEST RECORDED GROI.NDWATER • 6.93' N M, CATOH BASINS, NON-LEACHIN5 = 5'-0' NO 6ROUNO WATER ENCOUNTERED • B. MR fTE5T HOLE Vt IT.4' (TEST HOLE DW TO IT BLW GRADE) (PENETRATION) O N. SAN. L.P. = 6'-0" RATABLE SOIL z P PROP. LINES = 10'-0' - Q. T.O. SLOPE = 25'-0" R. BLUFF = 65'-O' UNDERLYING SAND AND GRAVEL 5TRATA NOTES, 5.5EPTIC TANK = e'-O" 1. LEACHING POOL5 AND POOLS AND POOL CHIMNEYS 514ALL BE PROPOSED SANITARY RISER DIAGRAM U m NOTES, CONSTRUCTED OF REINF 'ED OF REINFORCED PREGAST CONCRETE. 1. COLLAR DEPTH 15 NOT REGIUIRED HHEN RATABLE MATERIAL EX15T5 FOR HULL DEPTH. 2. COLLAR DEPTH 15 NO DEPTH 15 NOT REQUIRED WHEN RATEA51-E ADDITION TO EXISTING SEPTIC SYSTEM SYSTEM EXISTS FOR FULL DEPTH. LM a °n dy 2. COLLAR MATERIAL SHALL BE CLEAN GRAVEL OR BANK RUN. MATERIAL EXISTS FOR f 3. ALL DRAINAGE STRUCTURES MUST BE HRAPPED WITH FILTER FABRIC. 3. FOOTING RINGS REOU RING5 REQUIRED UNDER DRAINAGE 5TRUGTURE5. NOT TO SCALE APPROVED BY W ~ PER 5,C,D.H5. 5TANDARP5 FOR APPROVAL OF PLANS AND GON5TRUGTION FOR SEWAGE DATED: JULY 15. 2008 PLANNING BOARD Q+ m TYPIGAL STORM WATER TYPICAL 5ANITAR PANITARY EAGHING POOL P SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES TOWN OF SOUTHOLD a4 ~XX LEAGHINO POOL (50 ) DETAIL NOT TO SCALE SANITARY STRUCTURE REQUIRED 5EPARATI(ON 015TANGE FROM RETAINING WALL51 AAl l 5'- DATE l g/ a o i3 W `9 T 4 NOT TO SCALE (PER S.D.GAI REG", SECTION XXI, BACKFILLING AMID FINAL 6RAOINQ 1. RETAINING WALL5 5HALL BE GON5TRUGTED TO MET THE FOLLOWIN6 REQUIREMENTS, xz~ A. RETAINING WALLS THAT ARE LOCATED WITHIN 20 FEET OF SEWAGE DISP05AL SYSTEM SHALL BE [ALL BE 0 CONSTRUCTED OF REINFORCED CONCRETE. B. NO PART OF THE SEWAGE DISPOSAL SYSTEM SMALL BE PLACED CLOSER THAN 10 FEET FROM A ROM A ° 2 t0 RETAINING WALL, G IF THE LEACHING P001-5 ARE LOCATED CLOSEIR THAN 20 FEET FROM THE RETAINING WALL, WATERPROOFING WILL BE REQUIRED TO PREVENT THE SEEPAGE OF LEACHATE THROUGH THE WALL. MALL. too F-+ dj NO C/ ~1J wxr,.tlipnetnycli.com HEAVY DUTY AND HE-AV( PM AND LOCKING W L~ r CAST IRON COVERS AST IRON COVERS TO GRADE i p Not 0[aymcify www.ce11811.com EN EER /7 &LONG IMP ((or other states) `FINISHED GRADE WMIN q B00-222-44801811 24" 20" IN (N 20' MIN I BEARINS T.OPC ~P~~OF NEB r<o~ + By taw, excavators and contractors working In the For safety reasons, homeowners are strongly I w live, boroughs of New York City and Nassau and encouraged to call as vrell when planning any INLET ~p Suffolk Counties an Long Island must contact type of digging on their property. Homaownen DDrLET 2iP 3 4i= EXTRA STREN5TH FILTER FABRIC STEEL, OR WOOD d) OlgNel, b8DO-272-4480 or 811, at least 48 ho0m can contact us directly at 1-800-272-4480 or by IN N X35 PVO ~OAROFESS~DNPy REGD. WITHOUT WIRE MESH SUPPORT POST i(TYPJ but no more than 10 working days (exduding calling 811, the national call before you dig MIEN ' 35 WC 6" ROW LINE ~"~y~ IC,' MAX. O.G. SPAGINS weekends and legal holidays) prior to beginning number. For excavation work completed on PIPE OR e any mechanized digging or excavation work to personal property, it is the contractor's EOUIVALENT 7 0 PIPE OR EQUIVALENT V41 WIRE SUPPORT FENCE ensure underground lines are marked responaibllity-NOT the homeowner's-to contact PITCHED MIN p 6MAX. D.G. 5PACINS Excavators and contractors can also submit CigNet. Having utility line marked prior to Y IN / I FT p BAFFLE PIT(1ED MM. JEFFREY T. BUTLER, P E. y~ HALL p 16 M I I FT O WIRE SUPPORT FENCE locate requests online, through ITIC. If you do not digging Is free of charge. currently use ITIC, please call 1-800-524-76D3 ~i Q for more Information. I ~ J a f FLOW• I N L ATTACH FILTER FABRIC, SECURELY BIILDINSHIRE TO UPSTREAM SIDE OF P05T OR THINE _ 2'X 2' STAKE5 SEPARATION 015TANCE REQ'MT5 FOR SANITARY a% v 0~ F z O FT C) LL LL p 01- CL 36" HI5H POLE (MAX) ~@, COMPACTED (TWO PER BNFJ SEPTIC TANKS R. FILL h . STRAW MIN. HORIZONTAL SEPARATION 015TANCE5, STEEL OR WOOD P05T BALE A. BUIL01g6 W CELLAR GRADE B. EUIL01115 ON SLAB = !5'-0' OWN 0. WATER LINES = 10-0"' ~vzz0 ° D. SURFACE WATER (WETLAN05) = 15'-0" / [y?<w0 ~ FLOW ~ FLOW 'Rl / F. PUBLIC WELL = 2000"- / G. PRIVATE WELL 2 IOC0' / S~GTION J _ ~t H. RET, HALL (WTRPROOP) = 10-0" J. 0/6 FUEL TANKS = 20'-0' K. U/5 UTILITIES = 5'-0" I L. STORM DRAINS = 20'-0" _ n BO r 0 ORAIRA&E TTOM OF_ M. CATCH BASINS = 5'-0'" T' HAY 8MI3 (NON-LEACHING ` N. SAN. L.P, = 5'-0' P. PROP. LINES = 5'-0' *6 aC~ 3/4" MIN. 0. TA. SLOPE = 25'-0' 1 ry0 DRAIN ROCK K R. BLLFF = 6510 " z 4" X 6" TRENCH PLAN W/ COMPACTED BAGKFILL f\\\//j.•/ STAM GYPS, SEE SECTION. BALE5 TO BE SET IN A-' TRENCH SEE z ^1 I CONCRETE TO TEST \ E ALL PIPING INSTALLED TRENCH DETAIL INSTALLATION WITHOUT TRENGHIN6 4000 P.5.1 0 26 DAYS 6 SHALL 6E CAST IRON , AIN (AST IRON LEAVING rrrrrrrr NOTE5: ill ill ~l 111 l/ lI ~I 11~ 11 111 111 Q. REINFORCEMENT MEETS \ A DISTANCE OF 5 AHAY P /N O E £ SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO MAXIMIZE PONDINS EFFICIENCY. A.S.T.M. A615, A-IBS SPECS - Y. ° u II II II n FROM BLDG PERIMETER INSPECT AND REPAIR SILT FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. ISARY. ° u u u II II u u n n 4 ALL SANITARY 55 PVC,PIPING 70 BE DiNOTE, ~U o 0 0 DESIGN PERFORMED IN ACCORDANCE NTH SCDHS 5PEC.5. S-4 REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW OFF-5ITE TRANSPORT. ART. ELEVATION 4"m 5DR 55 we 9 STRAW BALE BARRIER SEPTIG TANK NOT TO SCALE G TANK - 1200 GAL. SILT PENOE DE=TAIL ALE: NOT TO SCALE ro SCALE NOT TO SCALE o 'a 4 of 6 0 3 N pY GUT AL GUT ALTERNATE BARS DOLNEI-PAPER SLEEVE PART PARTING STRIP -7 7 O " 7 IF REAR OF BLDG (EAST 510E) EXISTING GRADE TO BE FILLER RETAINING WALL RE EX15TING GRAPE ® EL. 39'-O" REDIRECTED RED CEDAR BOARD AND , , BATTEN ROUGH SANAI RETAINING WALL 2~ 3 EXPANSION JOINT GC CONTROL JOINT m FLA5HIN6 AS REQUIRED 34' PROP05ED GRAPE ® EL, 36-O"~ FRONT OF BUILDING :ONGRETE RETAINING (WEST SIDE) CONCRETE WALL OUTl GRADE ONNELT TO1 OF oay~~ ~y r r wv 4 G rv_~ ~ s" 'ALL OULINE CHART " Q ~K ~~ry y~~< Nt .qHq GE PIP r. PROPOSED REQI iED REQUIRED FOOTING 51ZE .iii i . RET. WALL RE ,LL REFER TO DETAIL 'W', HEIGHT I 'FT) THIS DW5 DRNG PIPE I.E. 31.1DRNG PIPE I.E. 31.10' GRADE ® EL 32.0' 0 © O B.O. RET WALL r,''i LG,:.L---_-~ls._-1 4 3'-2" 2'-6" 0'-11" O'--V" 11-0" ®EL. 29'-O.. --Y= - - - - - - - - 3'-2" 1'-0" 0'-q" 1'-5" 5 3'-10" PROP05ED P.C. RETAINING WALL) -----------LL~--_----_--_,--_,_--_-_-- 6 4'-b" SEE RETAINING WALL DETAIL PITCH T.O. WALL AWAY FROM 5'-3~RTH SIDE PROPOSED BLO6 8 (THIS DWG) n EXTERIOR ELEVATION - NORTH S MIN SLOPE = I" PER LIN FT q 10 l'-5" 5'-11" 17-4" I'-q" 2'-10" LLJ 5GALE: 1/4" 1'-5" 2'-0" 3'-3" T.O. WALL = EL. 36'-6" PITCH #4 BARS 16" OA. 11 HORIZ. 3" MIN. 4._0" :o PF~DI D R) E 6'- COVERAGE. TIE TO #5 12 g•_1O" 1._8.. 2._9" 4'-5" 'i, i rf~i/r/J. ~.YaiJ ~-./J/ VERTICAL, 24" OA. 13 3._0" 4'-9 - 1( 14 GK F1111111L"L' IS II'-O" Ole 16 W-joll PROPOSED GRAVEL 12RAIN ,•%t PROP05ED RETAINING WALL I 6-0" U m -i 12'-H" Q PROVIDE b 5.F. GRAVEL 'Al ALONG NORTH, EAST AND 6'-5" a O `r AND FILTER FABRIC SOUTH WALLS OF PROPOSED 18 13'-4" 13'-4" 2'-2" 4'-4" 6-10" MAINTENANCE BLO6 ADDITION Iq 14'-2" I4'-2" 2'-3" 4._8.. l•-3" r- FOR I.E. SEE NORTH AND SOUTH may, ' I' 20 I5'-O" 15'-G" 2'_4" 5._0" l._8" W N EXTERIOR ELEV. (THIS DWG) ' o I' a+ V m GENERAL NOTES: 'TES: W p O ~P/ROVIDE 4'0 DRAINAGE PIPE, PITCH 1. CONCRETE SHALL BE 4000 SHALL BE 4000 P51 MIX. yy•, NFORCEMENT SHOULD BE GLEAN, FREE FROM HARMFUL V4"1 L.F, MIN) TOWARD PROP STORM . #5 ®6" Ob. 2. STEEL REINFORCEMENT SF z ORN6 LP ON NORTH SIDE OF BLDG. # RUST, AND IN COMPLIANC D IN COMPLIANCE WITH APPLICABLE ASTM STANDARDS X K- LL g • I:~`, 4 CONT. ®16" O.G. FOR DEFORMED BASE A ORMED BASE AND STEEL WIRE. L 3. TOP MASONRY RETAINING 7NRY RETAINING WALL5 SHALL BE PITCHED PER Q • _ RETAINING WALL DPRE AVLI • ~ - m REQUIREMENTS TO 6 - 4. HEAVY EQUIPMENT U5ED IP IG HALL DETIAL (THIS DWG) AND FLASHED PER DWG M MENT5 TO PREVENT THE ENTRY OF WATER. M = RED CEDAR BOARD AND EXISTING GRADE TO BE !UIPMENT USED IN BACK FILLING SHOULD NOT APPROACH cl~ BATTEN ROUGH SAHN t27' REDIRECTED REAR OF BLOC, Q ED. WALL ® EL. 2q'-0' CLOSER TO THE TOP OF TO THE TOP OF THE WALL THAN A D15TANGE EQUAL TO (EAST SIDE) .p O THE HEIGHT OF THE WALL HT OF THE HALL T O FRONT OF O LKE J NOTE5: ~N BUILDING (WEST SIDE) d . PROPOSED GRADE ®E . 36'-O" 1. PROVIDE CONTROL AND/Of ]/j~ in RETAINING WALL5 ABOUT EV ;ONTROL AND/OR GON5TTIN JOINTS IN CONCRETE f(1 IALLS ABOUT EVERY 25 FEET AND EXPANSION JOINTS ~ Y FOURTH CONTROL AND/OR GON5TRUGTION JOINT. „vbPITGH~/f?ir%?~~\~~i~'~"> "o, ABOUT EVERY FOURTH CONTI EXISTINGCOATED DOWELS SHOULD BE 4EL5 SHOULD BE USED IF AVERAGE WALL HEIGHT ON UtCY~ , ~ EITHER 51DE OF JOINT 15 OF OF JOINT 15 DIFFERENT. . .f~Pv.Vv\v~~^~ MIN SLOPE®Yn"/LF~ . (lYPIOAL) , 2'-b" 1-3" ~ I''-b" ~ 2. USE TEMPERATURE BARS I n 3. USE; '.RATURE BARS IF WALL 15 MORE THAN 12 INCHE5 THICK. r. a..?,i" .5: 1"X2'-O" PLAIN 6AR5 ® 12' O.G. GRADE ® EL 32.0' \~'.}~;;aC <<.? _ DRNG PIPE E 32 21' Q DOWELS: EO" PLAT r PARTING 5TRIP~ 16 GA PREMOLOED JOINT FILLER ENGINEER. 1 • • • - o~fN:~ „DRNG PIPE LE, 325' ° FILLER: PREMOMOLDED J ' • y, • PREVENT BOND AN[ IG STRIPS 16 GA, GALVANIZED SHEET STEEL COATED TO FNEO L~---------- -L U " r B.O. RET WALL :VENT BOND AND WIRE TIED TO REBAR5 ® 12" O,C. - - - LCr-L - - 4. KEYS SHOWN DASHED MAI WN DASHED MAY BE REQUIRED TO PREVENT SLIDING IN AP .a L---=- - - J' F1IbH WALLS ANV THOSE .Lb AND TH05E ON M015T CLAY, *Gj ~F9 PROPOSED P.G. RETAINING J r t w EXTERIOR ELEVATION - SOUTH SIDE MALL, SEE DETAIL (THIS DWG) H5o~,J 4 PROPOSED POURED CONCRETE RETAINING WALI WALL APPROVED BY mi 0 07349'6 SCALE: 1/2"=1'-0" PLANNING BOARD ~OAgOFEES~ONP~ TOWN OF SOUTHOLD JEFFREY T. BUTLER, P.E. DATE J 1;~g , o~~ q )D 13 A u- EMERALD GREENF ERALD GREEN METAL ~t 3 STANDING SEAM F fANDING SEAM ROOF V cON ~ Z O `rQ CL z Q OO~N NlY z z?-ip EEHEE®EEHEEEHE3 ®EEEEIEREI®® ®EEEEE~®E RED CEDAR BOARD AND N_ BATTEN ROUGH SAHN N C) Lu Q O O 4 z~ O 0 O PROP05ED P.G. ' 0 O RETAINING aL~'°' PROP05ED PL. F1 z° (BEYOND) RETAINING WALL Q Z m H (BEYOND) O Q O ~ q ° GRADE ® EL 32.0' -J'a e° ° . ~ a a •q . .e a a .a~ v as u v 'JV , v v4' ' PROP05ED P.G. FOUNDATION'' ' PAGE: ..AND FOOTING------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - s - - - - - - - - ~ - - - - _ - - - - --J n EXTERIOR ELEVATION - FRONT - WEST SIDE A1.0 5of6 i rv Y PROPOSED P.G. RETAINING WALL I (SEE DWG. No. A-1.0 FOR DETAILS 4 I rv ~ F ~ < -ZD AND ELEVATIONS) A-10 100'-0" I o x 3 rv tQY ^ ° ~ y MIA, ~ PROPOSED DRAINAGE PIPING°n (SEE DTL N0.4, DWG. No. A-I.O) $ 777+7777 % / 13 L GKE ( / j i i~ LOGKER ROOM ; j 213 SQ.FT. i ~ 7 I'x4' BENCH vxb' eeNCN ME95 ROOM j J 154 50.f=T. NZ LOrLER5 TOTAL LIU 7 7 O ~ 3 I~ ~ ~ ~ O rv N N ry rv Q d FOR GONT'N OF DRAINAGE PIPING SEE SITE PLAN, DWG. No. 5-2 m i m i 4010 3010 3010 4 41-0' 3'-5' 11.611/1 j m - WALL MNTI) j TIIwE CLOCK , Mb N5 RM. , i 1 i Ia R` r f-AX/j SfoRA6E I/ I GOPIER A-I,O BREAK / MEETING RM. ri F / ORAfiE RM. m !Ml 4 820 SOFT. a b 50.FT. j GOLD 570RAGE I I o l l Q W crv 2,5gb SQ.FT. 14d. v ~I I i i a ~m o ul l N I FL.S XzM- i m< 5 4L2' 6 ~ O=ff d) „ _3010 goyo d) i NN m j OFFIGEl~No.2 N OFFIGE No.l 244 50.FT. `t 251 50 FT. ,Cy J Z N 7 i; i / ELF NEwY 53'-4" d l i I6'-6" ~II I Up 5 0. m2 II APPROVED BY oAq~FESSIONP~ i PLANNING BOARD JEFFREY T. BUTLER, P.E. Q (4010 rOWN OF SOUTHOLD i i 10' X WORD. lo' X WORD. _ lo' X q' O.H.D. (2) 3046 (2) 3046 - - - - DATE zz Q q C, -3 a o FIRST FLOOR 3 I SGALE~ 1/4" = 1'-0" A-10 8'-0' L CD of L9 ~In IJ~ m N ° 'IL Q wZ) ~r3m > 12 + BREEZEWAY IL < CL Q3 48.00 5G7.FT. z o Q~o n Q ID 12~ a 12 EX15TINO MAINTAINANGE/PUMP uzZO PUMP Z Q W ° HOU5E BUILDING NG J Ty- - V 'd. T' T.O. PLATE 9 9 Y T.O. LATE -A m # O O O Q --l LL OVERHANG zQ V 0 O BAFFLE INSULATION RHAN6 O moo.. ' PLASHING R-151N5ULATION Q o z w R AS RE(NIRED A o Q PROP. GRADE ® O_ O O g EL. 56'-O" - 2X4 ACII SILL 5/8' ANCHOR BOLTS, 48" O.C. MAX. a 12" MPX FROM CORNERS OR SPLICE PPDP05LV `6' THK P.G. SLAB Iy 6X6 WPM 3" 13EAR116 PLATE AND SILL SEAL 4 P.G. RET WALL / 6 MIL. VAPOR BARRIER (SEE OAS. No. A-ID) OVER COMPACTED FILL P.G. FND. HALL, -"X-" P.G. FOOTING T.05, = EL3250' (STORAGE AREA PAC- E: 3 PROPOSED 5 DRAINAGE PIPING 9 SEE DWG. No. A-IA AND S-2 6) GRADE r,f,;v 2 s '012 A2.0 O~ EL 320' 2'x24" GONTINUOU5 R151P m 2'x24' GONTINUOU5 RIGID SECTION 1 $ INSULATION AT PERIMETER (R-10) IN5ULA INSULATION AT PERIMETER (R-10) N SCALE 1/4" = P-O" 3 0 6 of 6 ti 3 MAILING ADDRESS: PLANNING BOARD MEMBERS ~(JF soar P.O. Box 1179 DONALD J. WILCENSKI Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex PIERCE RAFFERTY G • 54375 State Route 25 JAMES H. RICH III (cor. Main Rd. & Youngs Ave.) MARTIN H. SIDOR I~COU Southold, NY n' 1 Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 9, 2013 Mr. Jeffrey T. Butler, P.E. 206 Lincoln Street Riverhead, NY 11901 Re: Approval: Proposed Site Plan for Laurel Links Maintenance Building Located at 6400 Main Rd., ±1,000 ft. w/o Bray Avenue & NYS Rt. 25, Laurel SCTM#1 000- 125-4-24.23 Zoning District: A-C Dear Mr. Butler: The following resolutions were adopted at a meeting of the Southold Town Planning Board on April 8, 2013: WHEREAS, this amended site plan is for a proposed 5,000 sq. ft. addition to an existing 4,204 sq. ft. maintenance building & pump house on 154.7 acres in the A-C Zoning District, Laurel; and WHEREAS, on October 15, 1998, the Southold Town Zoning Board of Appeals reviewed the application for a golf course, golf club house and related golf facilities and amenities, tennis courts, pool on 62 acres, whereby granting a Special Exception Permit in this A-C Zone as applied for with three (3) conditions; and WHEREAS, on October 4, 2012, Jeffrey T. Butler, agent to the applicant, submitted an application for site plan review; and WHEREAS, on November 8, 2012, the Planning Board reviewed the application and determined it incomplete, requiring further information and revisions to the site plan; and WHEREAS, on December 3, 2012, the Planning Board received the required information and accepted the application for review; 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 (SEQRA); and WHEREAS, on December 5, 2012, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and Laurel Links Addition Page Two April 9, 2013 WHEREAS, on December 10, 2012, the Southold Town Engineer reviewed the above- referenced application and has determined that the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on December 12, 2012, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on December 13, 2012, the Mattituck Fire District determined there was adequate fire protection for the site; and WHEREAS, on December 13, 2012, the Southold Town Architectural Review Committee reviewed the proposed project and approved of its design as submitted; and WHEREAS, on January 11, 2013, the Town of Southold LWRP Coordinator reviewed the above-referenced project and has determined the proposed project to be consistent with Southold Town LWRP policies; and WHEREAS, on January 14, 2013, a public hearing was held and closed; and WHEREAS, on January 28, 2013, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 - Site Plan Approval of the Town of Southold, have been met; and WHEREAS, on February 11, 2013, the Southold Town Chief Building Inspector reviewed and certified the proposed site plan as a permitted use in the A-C Zoning District pursuant to the October 15, 1998 ZBA Decision #4624 granting a Special Exception; and WHEREAS, on March 18, 2013, the Planning Board, pursuant to the State Environmental Quality Review Act §617.6, established itself as lead agency for this Unlisted Action; and WHEREAS, on March 18, 2013, the Planning Board, pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; therefore, be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board grants Approval to the site plan entitled "Laurel Links Golf Club", dated June 11, 2007, last revised November 20, 2012, prepared by Jeffrey T. Butler, P.E. and authorizes the Chairman to endorse the site plan, including the following six (6) plans: Laurel Links Addition Page Three April 9, 2013 1) Page S-1 2) Page S-2 3) Page S-3 4) Page S-4 5) Page A1.0 6) Page A2.0 Please also note the following requirements in the Southold Town Code relating to site plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly your, Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map; Town Engineer w/map MAILING ADDRESS: PLANNING BOARD MEMBERS ~q SDUT P.O. Box 1179 DONALD ChWILCENSKI yQIO Southold, NY 11971 OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex PIERCE RAFFERTY G • O 54375 State Route 25 MARTIN H. SIDOR - (cor. Main Rd. & Youngs Ave.) y~QUNTh` Southold, NY Telephone: 631 765-1938 PLANNING BOARD OFFICE 7B!DG TOWN OF SOUT HOLD D April 9, 20,13 2013 Mr. Jeffrey T. Butler, P.E. 206 Lincoln Street UT Riverhead, NY 11901 I^ ;n F sour oio 5Ue Re: Approval: Proposed Site Plan for Laurel Links Maintenance Building Located at 6400 Main Rd., 11,000 ft. w/o Bray Avenue & NYS Rt. 25, Laurel SCTM#1000-125-4-24.23 Zoning District: A-C Dear Mr. Butler: The following resolutions were adopted at a meeting of the Southold Town Planning Board on April 8, 2013: WHEREAS, this amended site plan is for a proposed 5,000 sq. ft. addition to an existing 4,204 sq. ft. maintenance building & pump house on 154.7 acres in the A-C Zoning District, Laurel; and WHEREAS, on October 15, 1998, the Southold Town Zoning Board of Appeals reviewed the application for a golf course, golf club house and related golf facilities and amenities, tennis courts, pool on 62 acres, whereby granting a Special Exception Permit in this A-C Zone as applied for with three (3) conditions; and WHEREAS, on October 4, 2012, Jeffrey T. Butler, agent to the applicant, submitted an application for site plan review; and WHEREAS, on November 8, 2012, the Planning Board reviewed the application and determined it incomplete, requiring further information and revisions to the site plan; and WHEREAS, on December 3, 2012, the Planning Board received the required information and accepted the application for review; 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 (SEQRA); and WHEREAS, on December 5, 2012, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and MAILING ADDRESS: PLANNING BOARD MEMBERS ~~OF SOP.O. Box 1179 DONALD J. WILCENSKI Southold, NY 11971 Chair lr OFFICE LOCATION: WILLIAM J. CREMERS v+ ~c Town Hall Annex G Q` PIERCE RAFFERTY 54375 State Route 25 JAMES H. RICH III C (cor. Main Rd. & Youngs Ave.) MARTIN H. SIDOR OU111 Southold, NY _TeliT"Aid 631 5-1938 -wWw.youtholdto y.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD APR 2 2 2014 April 22, 2014 Mr. Jeffrey Butler 206 Lincoln Street Riverhead, NY 11901 Re: Approved Site Plan for Laurel Links Maintenance Building Addition Located at 6400 NYS Rt. 25, ±1,000 ft. w/o Bray Avenue & NYS Rt. 25, Laurel SCTM#1000-125-4-24.23 Zoning District: A-C Dear Mr. Butler: The Planning Board has found that the requirements of the above-referenced site plan have been completed based on the site inspection made April 10, 2014, and the submitted affidavit by James J. Deerkoski, PE, dated March 24, 2014. The site is now in conformance with the approved site plan entitled "Laurel Links Golf Club" dated June 11, 2007, last revised March 4, 2013, prepared by Jeffrey T. Butler, P. E. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office. Very truly yours, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineering Inspector r 0 WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, April 21, 2014 4:00 p.m. Southold Town Meeting Hall Applications: Protect name Pecomc Landing Addition SCTM# 1000-35-1-25 Location: 1205 NYS Rt. 25, on the north side of NYS Rt. 25, 1,121' east of Sound Road in Greenport. Description. This amended site plan is for the proposed construction of two new buildings at.. Peconic Landing, an existing continuing care retirement community with 118 cottages, 132 apartments, 24 assisted living and 32 skilled nursing beds currently. The additions include an 87,426 sq. ft. apartment building with 46 apartments and a parking garage, and a 35,543 sq. ft. nursing home with 33 beds, including a reconfiguration of the parking lot on 144 acres in the Hamlet Density Zoning District - Status: Pending Action: Discuss yield, SEQRA, and public hearing scheduled for May 5th Attachments Staff Report Project name: Laurel Links Maintenance Building SCTM# 1000-125-4-24.23 - - - Addition - 1 Location: 6400 Main Road +1,000 ft west of Bray Avenue & NYS Rt 25, Laurel Description: ! This amended site plan is for a proposed 5,000 sq. ft. addition to an existing 4,204 sq. ft. maintenance building & pump house on 154.7 acres in the A-C Zoning District Status Final Pending Inspection - Action: + Review final inspection comments. Att. achments: 1 Staff Report - Project name 8 Hands Farm SCTM#: 1000-96-2-10.1 - Location: 4735 Cox Lane, Cutchogue Description: This site plan is for the proposed construction of a 60'x 120' (7,200 sq. ft.) metal barn on a 25.69-acre Town of Southold Development Rights parcel and the conversion of an existing 4,200 sq. ft. barn to a farm stand on the adjacent 1.84-acre reserved parcel that includes a two-story dwelling in the A-C Zone. Status Final Pending Inspection Action: Review final inspection comments. Attachments: Staff Report Project name: Crescent Beach Condominiums SCTM#: 1000-35-8-3.2 Location: 1985 Maple Lane, ±2,000' s/e/o NYS Rt. 25 & Maple Lane, Greenport Description: This site plan is for the demolition of an existing barn and the proposed construction a 2,797 sq. ft. one-story storage facility on 0.41 acres in the RR Zoning District. Status: Pending Action: Review referrals Attachments: Staff Report Submission Without a Cover Letter Sender: T-ry-LG-11z_. 0 I • ?C6. `aa5D Subject: L l K- IA/~~, }ter ,.m.. o SCTM#: 1000 - Z 5 p `t' - 2 a ZZ) APR 21 M4 Date: Comments: r MAILING ADDRESS: PLANNING BOARD MEMBERS soar P.O. Box 1179 DONALD J. WILCENSKI hO~P~ yQIO Southold, NY 11971 Chair u OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex C02 t1pa PIERCE RAFFERTY i5k i~ 54375 State Route 25 JAMES H. RICH III Q (cor. Main Rd. & Youngs Ave.) MARTIN H. SIDOR ly~'~UI11 Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE March 27, 2014 TOWN OF SOUTHOLD Mr. Jeffrey T. Butler 206 Lincoln Street Riverhead, NY 11901 Re: Site Plan for Laurel Links Maintenance Building Addition SCTM#1000-125-4-24.23 Dear Mr. Butler: I am writing as a follow-up to the Work Session held on March 24, 2014 where the Planning Board formally discussed the above-referenced approved site plan with regard to the final site inspection and required the following: 1. Complete all construction on site per the approved 2012 amended site plan. Once all construction is complete, please notify this Department to request a final site inspection. 2. Provide certification from a NYS licensed engineer that all storm water controls installed on site were constructed to meet or surpass all requirements found in §236 of the Town Code. If you have any questions regarding this site plan or its process, please do not hesitate to call this office. Ve tr~u~ly yours, Brian A. Cummings Planner Southold Town Oning Board Work Session - Page Tw~March 24, 2014 Project name: Laurel Links Maintenance Building SCTM#: 1000-125-4-24.23 Addition Location: 6400 Main Road, ±1,000 ft. west of Bray Avenue & NYS Rt 25, Laurel - - Description: This amended site plan is for a proposed 5,000 sq. ft. addition to an i existing 4,204 sq. ft. maintenance building & pump house on 154.7 acres; in the A-C Zoning District, Laurel Status: Final Pending Inspection - - - Action Review final inspection comments - Attachments: Staff Report _ Project name: Strong's Marine Pavilion j SCTM#: i 1000-_1.14 3 1 - Location 2255 Wickham Avenue, Mattituck . Description: This amended site plan application is for the proposed construction of a 32'x 24'(640 sq. ft.) pool cabana with two (2) pergolas at 14'x 20', storage and attached changing rooms with no plumbing on 8.8 acres in the Marine II Zoning District, Mattduck . Status. New Application . Action: Review for completeness - - Attachments: Staff Report Discussion: • Site Plan Use Determination (SPUD) re: Peconic Land Trust Greenhouse, SCTM#1000-109-1-39, 22600 Route 25, Cutchogue • • M,, qL, PT ~ c I JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck, NY 11952 (631) 774 7355 Date: March 24, 2014 To: Town of Southold Building Dept Re: Drywells Laurel Links 4715 Peconic Bay Blvd. MAR 2 5 2014 Laurel, NY 11948 Permit# 38408 To Whom It May Concern: This letter certifies that all the drywells at the above mentioned project were installed as per plan and constructed to meet or surpass the requirements for storm water runoff (Chapter 236). Any questions feel ee to call. OF NEWY pE 0 ~9f incerely, s \ 2 s J Deerkoski P.E. 0' 072 ~v F~~ R~FESS10 P~ • 0 PlanningLinks, Board Site Inspection Record Project Name ~4I 2fQ ` Tax Map# Date f-c 1 a~ Attending: ^ 1ACk Z. Purpose (of site visit: po~1 L T ~ SAO Notes: 1. 50,)( 10) ~~[lz5s~> 11~e i l C 6ree%~ ~,ph - ~54As~ 'Cod Slay (b'x 13`66-P ~/Us~~ dx~l~~~~ Cane COP Atibna~ ~ 3 , Cy) ck+ll r ~ \\AUTS u Ar-iz(o oc/Cednr~ - si C b, I~,e~y) 17'4 h~~h so". z3's-Tfd t6~n ~clr~c hr4rd)6s MS4 Reporting Illicit discharge on or near site? Y o~S) If Yes, briefly describe: (provide copy of this report to Town Stormwater Manager) 5q hf PL3 Cummings, Brian A. From: Joseph Marcott <jmarcott@jnscontracting.com> Sent: Thursday, March 06, 2014 12:15 PM To: Cummings, Brian A. Subject: Laurel Links HI Brian, JNS Contracting has completed construction on a new maintenance building located at the Laurel Links Country Club. I am requesting a final inspection of the site, please feel free to contact us with any questions or concerns. Thanks for your help on this matter. Joe Joe Marcott I JNS Gon(rd 1w(j, I_L ; j PO Dix 383 I Wading River. NY 117)2 P - (631) W9-5600 I f- - (631) 92 d 5501 I wowv. nscontracti no. com MAR 0 6 2014 t • P8.OL,M l ~,c f~ Laurel Links Country Club April 10, 2013 Southold Town Planning Board APR 10 ZU13 Main Road Southold, NY 11971 To Whom it May Concern: This letter confirms that Joseph P. Pfaff is the General Manager of Laurel Links Country Club and as such is entitled to sign documents on behalf of the Club with regard to the site plan approval and other processes for proposed construction projects at Laurel Links. Sincerely, Peter Sartorius President 6400 Main Road • P.O. Box 307 • Laurel, New York 11948-0307 • 631-298-4300 • Fax 637.298-4372 www.laurellinkscc.com ~L Submission Without a Cover Letter r1 j Sender:% 1- Subject: SCTM#: 1000 - Date: , 2 , 112 Comments: APR-22013 0 MAILING ADDRESS: PLANNING BOARD MEMBERS sorry P.O. Box 1179 DONALD J. WILCENSKI Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J. CREMERS H - Town Hall Annex PIERCE RAFFERTY G • OQ 54375 State Route 25 JAMES H. RICH III MARTIN H. SIDOR (cor. Main Rd. & Youngs Ave.) Own ~ Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 19, 2013 Mr. Jeffrey T. Butler, P. E. 206 Lincoln Street Riverhead, NY 11901 Re: SEQRA Determination: Site Plan for Laurel Links Maintenance Building Located at 6400 Main Rd., ±1,000 ft. w/o Bray Avenue & NYS Rt. 25, Laurel SCTM#1 000- 125-4-24.23 Zoning District: A-C Dear Mr. Butler: The following resolutions were adopted at a meeting of the Southold Town Planning Board on March 18, 2013: WHEREAS, this amended site plan is for a proposed 5,000 sq. ft. addition to an existing 4,204 sq. ft. maintenance building & pump house on 154.7 acres in the A-C Zoning District, Laurel; and WHEREAS, the applicant submitted an application for site plan review on October 4, 2012; and WHEREAS, on December 3, 2012, the Planning Board accepted the application for review; and WHEREAS, on December 3, 2012, the Southold Town Planning Board, pursuant to 6 NYCRR Part 617, Section 617.7 of the State Environmental Quality Review Act (SEQRA), initiated the SEQRA lead agency coordination process for this Unlisted Action; be it therefore RESOLVED, that the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act §617.6, establishes itself as lead agency for this Unlisted Action; and be it further i RESOLVED, that the Southold Town Planning Board, pursuant to SEQRA, hereby makes a determination of non-significance for the proposed action and grants a Negative Declaration. 0 Laurel Links SEQRA Pape Two March 19, 2013 A copy of the Negative Declaration is enclosed for your records. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Wilcenski Chairman Encl. i i I I 0 MAILING ADDRESS: PLANNING BOARD MEMBERS pF SOUT P.O. Box 1179 O~~,~ol DONALD J. WILCENSffi Southold, NY 11971 Chair Q OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex PIERCE RAFFERTY G • 54375 State Route 25 JAMES H. RICH III (cor. Main Rd. & Youngs Ave.) MARTIN H. SIDOR Coulml Southold, NY Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significant March 18, 2013 This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 7 (State Environmental Quality Review Act) of the Environmental Law. The Southold Town Planning Board, as lead agency, has determined that the proposed action described below will not have a significant effect on the environment and a Draft Environmental Impact Statement will not be prepared. Name of Action: Laurel Links Maintenance Building Addition SCTM#: 1000-125-4-24.23 Zone: A-C Location: 6400 Main Rd., ±1,000 ft. w/o Bray Avenue & NYS Rt. 25, Laurel SEQR Status: Type I ( ) Unlisted (X) Conditioned Negative Declaration: Yes ( ) No (X) Description of Action: This amended site plan is for a proposed 5,000 sq. ft. addition to an existing 4,204 sq. ft. maintenance building & pump house on 154.7 acres in the A-C Zoning District, Laurel. i Reasons Supporting This Determination: An Environmental Assessment Form has been submitted and reviewed. The determination was based upon the following: SEQR Negative Declaration - Page Two Impact On Land The test hole indicates that water is greater than -17 feet below grade. The depth to groundwater is sufficient to meet the 3' separation distance required for sanitary systems per Suffolk County Department of Health standards. No substantial impact to groundwater is expected to occur if the project is implemented as planned. The proposed action is not expected to result in a significant adverse impact on land. Impact of Water 1. Water Supply Public water is currently supplied to the existing building via a 2" water service line. No significant impacts to public water supply are expected. 2. Sanitary Disposal In 1978, the Long Island Regional Planning Board published the Long Island Comprehensive Waste Treatment Management Plan (208 Study). The 208 Study identified eight (8) hydrogeologic zones in Nassau and Suffolk Counties. These zones were distinguished based upon differences in underlying groundwater flow patterns and water quality. The subject site is located within SCDHS Groundwater Management Zone IV, which according to Article VI of the Suffolk County Sanitary Code, has an allowable flow of 600 gallons per day (gpd) per acre in areas served by public water. Therefore, the allowable nitrogen bearing flow for the overall 53.93 acre site is 32,358 gpd. The existing uses currently are assessed at 7,194.15 gpd; with the new addition, the total calculated is 7,432.30, below the maximum allowable flow. Therefore, the proposed application would conform to Article VI of the Suffolk County Sanitary Code and would not be expected to adversely affect groundwater quality provided properly functioning systems are designed and installed. f 3. Ground or Surface Water Quality or Quantity An Erosion Control Plan (Page 3 of 6) has been submitted. The proposed drainage is adequate to capture run-off from a 2" rainfall and therefore, potential impacts from storm water runoff are expected to be low. No surface water is located within the vicinity of the site. 4. Flooding The proposed improvements are located within FEMA Flood Zone X; areas identified as areas of moderate or minimal hazard from the principal source of flood in the area, therefore, the potential impacts from threat of flooding are low. 0 • SEQR Negative Declaration - Page Three Impact on Air No substantial adverse change in existing air quality is expected to occur. Impact on Plants and Animals The parcel is not located within a New York State Department of Environmental Conservation Critical Environmental Area or a New York State Department of State Significant Fish and Wildlife Habitat Area. The parcel is improved with existing buildings and a golf course. At this location, a maintenance building currently exists and vegetation is comprised of grasses, portions of which are maintained as a fairway. Therefore, the potential occurrence of rare or threatened plants or animals on site or within the vicinity of the site is low. No significant removal or destruction of large quantities of vegetation is expected to occur. Correspondingly, no substantial interference with the movement of any resident or migratory fish or wildlife species nor impacts on a significant habitat area is expected to occur. Impact on Agricultural Land Resources The parcel is not currently in agricultural production. Therefore, no adverse impacts to agricultural lands will occur. Impact on Aesthetic Resources The parcel is located adjacent to a designated New York State Scenic Byway (S.R. 25), however, the improvements are not readily visible from the roadway screened by a stand of trees north of the Long Island Rail Road Tracks. No substantial adverse impacts to aesthetic resources are expected to occur. Impact on Historical and Archeological Resources The action is not expected to impact important historical or archaeological resources. Impact on Open Space and Recreation No significant impacts to public open space or recreational areas will occur as a result of this action. I Impact on Critical Areas The proposed action is not located within a New York Department of Environmental Conservation Critical Environmental Areas. ~ i SEQR Negative Declaration - Pape Four Impact on Transportation The proposed use is maintenance/office. No significant traffic volume (generation) or flow will occur. Impact of Energy No major change in the use of either the quantity or type of energy will occur. Noise and Odor Impact No substantial change in noise or odor is expected to occur. Impact on Public Health No creation of a hazard to human health is expected to occur. No substantial increase in solid waste production, leaching or drainage problems is expected to occur if the proposed action is implemented as planned. Impact on Growth. Character of Community or Neighborhood Lighting is proposed to be contained on-site and not trespass onto adjacent parcels. The proposed action is not in a significant material conflict with a community's current plans or goals as officially approved or adopted. Based upon such, no significant adverse impacts to the environment are expected to occur should the project be implemented as planned. For Further Information: Contact Person: Mark Terry, Principal Planner Address: Planning Board Telephone Number: (631) 765-1938 cc: Suffolk County Department of Health Services Southold Town Building Department Southold Town Engineering Inspector I I pF SO(/J~olo I Town Hall Annex yy Telephone (631) 76 -1 02 54375 Main Road T Fax (631) 765-95 2 P.O. Box 1 179 C/2 _-1W Southold, NY 11971-0959 o~yCOU~,~~ BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM TO: Donald J. Wilcenski, Planning Board Chairman NPlanningBoard FROM: Michael J. Verity, Chief Building Inspector DATE: February 11, 2013 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: Laurel Links Maintenance Building Location: 6400 NYS Rt. 25, Laurel SCTM# 1000 - Section 125- Block 4 - Lot 24.23 Date: June 11, 2007 Revised Date: November 20, 2012 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 *Maintenance Building IS A PERMITTED USE BY SPECIAL EXCEPTION IN THIS A-C DISTRICT AND IS SO CERTIFIED. *See ZBA #4624 Michael J. Verity Chief Building Inspector C OFFICE LOCATION: q SO!/Tyo MAILING ADDRESS: ti Town Hall Annex P.O. Box 1179 I 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. & Youngs Ave.) Southold, NY 11971 T Q Telephone: 631 765-1935 A% Fax: 631765-3136 i9l 01 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Don Wilcenski, Chair Town of Southold Planning Board From: Mark Terry, Principal Planner LWRP Coordinator Date: February 11, 2013 Re: Laurel Links Maintenance Building Addition SCTM# 1000-125.-4-24.23 Zoning District B Location: 6400 Main Road, Laurel The letter serves as follow up to my verbal CONSISTENT recommendation of the proposed action. This amended site plan is for a proposed 5,000 sq. ft. addition to an existing 4,204 sq. ft. maintenance building & pump house on 154.7 acres in the A-C Zoning District, Laurel. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department and the information available to me, my recommendation is the proposed action is CONSISTENT with the LWRP. Cc: Brian Cummings, Planner • MAILING ADDRESS: PLANNING BOARD MEMBERS r f SOU, P.O. Box 1179 DONALD J. WILCENSKI Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex KENNETH L. EDWARDS co C 54375 State Route 25 JAMES H. RICH III (cor. Main Rd. & Youngs Ave.) MARTIN H. SIDOR COUSouthold, NY n 1, Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 30, 2013 Mr. Jeffrey T. Butler 206 Lincoln Street Riverhead, NY 11901 Re: Site Plan for Laurel Links Maintenance Building Addition SCTM#1000-125-4-24.23 Dear Mr. Butler: I am writing as a follow-up to the Work Session held on January 28, 2013 where the Planning Board discussed the above-referenced Site Plan Application and determined the following: 1. Obtain approval from the Suffolk County Department of Health Services (SCDHS) for the proposed site plan and submit the approved SCDHS plans directly to this department. The submitted plans from the SCDHS shall contain the original stamps, seals and signatures and must be consistent with the current site plan before the Planning Board. As soon as the required SCDHS materials have been submitted to this Department and determined sufficient, the above-referenced site plan may be scheduled for a determination by the Planning Board. If you have any questions regarding this site plan or its process, please do not hesitate to call this office. Very truly yours, Brian A. Cummings Planner i 0 WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, January 28, 2013 2:30 p.m. Executive Board Room, Town Hall Annex Applications: Project name: Laurel Links Maintenance Building SCTM#. 1000-125-4-24.23 Addition Location: 6400 Main Road, ±1,000 ft. west of Bray Avenue & NYS Rt 25, Laurel Description: This amended site plan is-for aproposed 5,000 sq. ft. addition to an existing 4,204 sq. ft. maintenance building & pump house on 154.7 acres' in the A -C Zoning District, Laurel Status: Pending Action: Referral Review Attachments: Staff Report Project name Brostar, LLC (Spanos) ' SCTM# 1000-34-3-22 Location: 1100 Main Street (.aka 330 Main Street GreenPort . This proposed site plan is for the approval of an existing site that includes a gas station, 1,200 s.f. service center and a 621 s.f. convenience store in the R-40 Zone, pursuant to the decision of the Zoning Board of Appeals granting a change of use. Status: 1 New Application Action: Completeness Review Attachments: Staff Report Project name: Corazzini, Richard SCTM# 1000-84-1-32.1 Location: i 6245 Cox Lane, Cutchogue Description: I This proposed site plan is fora 2,520 s.f. addition to an existing 3,150 s.f. building for office space and storage on a 6.8 acre parcel in the LI Zoning' District. Status: Pending j Action: Review revised site plans. Attachments: Staff Report Project name: 8 Hands Farm SCTM# 1000-96-2-10.1 Location: i 4735 Cox Lane, Cutchogue Description: 1 This site plan is for the proposed construction of a 60'x 120' (7,200 s.f.) metal barn on a 25.69 acre Town of Southold Development Rights parcel and the conversion of an existing 4,200 s.f. barn to a farm stand on the adjacent 1.84 acre reserved parcel that includes a two-story dwelling in the A-C Zone. Status: New Application Action: Review comments to ZBA. I Attachments: Draft Letter to ZBA Southold Town Planning Board Work Session - Page Two - January 28, 2013 Discussion: ¦ Association of Towns ¦ 2012 End of Year Report & 2013 Goals Executive Session ¦ Legal Matter Discussion with Assistant Town Attorney Cummings, Brian A. From: Lanza, Heather Sent: Thursday, January 24, 2013 10:06 AM To: Cummings, Brian A. Subject: FW: Laurel Links & flooding on Third St. From: Alison Hallock [mailto:alisonlhallock(alaol.com] Sent: Wednesday, January 23, 2013 11:43 AM To: Lanza, Heather Subject: Re: laurel Links & flooding on Third St. Thank you for your call today regarding the flooding on Bray Avenue at the end of 3rd Street in Laurel. In September of 2012, 1 contacted Supervisor Russell as well as Councilman Ruland after getting no where with with Superintendent of Highways regarding this flooding. Every time there is a heavy rain, there is a flood at the end of 3rd Street where it meets Bray Avenue. That is a low spot for the entire area. Run off comes off Wells Avenue, from both North and South ends of Bray as well as off the Golf Course. At one time my driveway was paved but the run off from the gulf course destroyed it. I was as told by my previous neighbor, Tom Puglisi that the Laurel Links Gulf Course was suppose to put in a berm to alleviate that problem years ago. In addition, in September I was assured by the Superintendent to Highways that he would be putting in more drains this past fall on the north end of Bray to alleviate the problem. That never happened. In September my car was totaled when water was sucked into the engine due to having to drive through this flood to get to my home. While my car was only worth a mere $1200, it was all I had. 3rd Street is the only access to my home. In addition, you mentioned that all adjacent homes were to get a certified letter regarding the hearing last month and I did not get one. I do not own the property at 213 3rd and perhaps that is why I did not get one. The owner of the property is Kimica Levins however she does get mail delivered to the house and nothing came to her either. If I had been aware of the hearing I certainly would have attended. Thanks again for your attention to this matter. I hope the information is helpful. Sincerely, Alison Hallock JAN 2 5 2013 MAILING ADDRESS: PLANNING BOARD MEMBERS sojjj~ P.O. Box 1179 DONALD J. WILCENSKI Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex KENNETH L. EDWARDS CP 54375 State Route 25 JAMES H. RICH III (cor. Main Rd. & Youngs Ave.) MARTIN H. SIDOR cou Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 15, 2013 Mr. Jeffrey Butler, P.E. 206 Lincoln Street Riverhead, NY 11901 Re: Close Hearing: Proposed Site Plan for Laurel Links Maintenance Building Addition Located at 6400 NYS Rt. 25, ±1,000 ft. west of Bray Ave. and NYS Rt. 25, Laurel SCTM#1 000-125-4-24.23 Zoning District: A-C Dear Mr. Butler: A Public Hearing was held by the Southold Town Planning Board on Monday, January 14, 2013 regarding the above-referenced Site Plan. The public hearing was closed. . If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Wilcenski Chairman AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as Z~~,66 A4,4 L*"5 & ZiIllcs, G Yo0 /)'l9/AJsj'D~50 by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing on'~~~/~ .2013 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 AL~ssVAT 8Lt i YourNNaaammee i ) Signature Address / ///D//3 Dates Notary Public Mg Iaik NOIZWY ~R JAN 1 1 2GJ3 ek t PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon, Fri., 1/11/13 Re: Proposed Site Plan for the Laurel Links Maintenance Building Addition SCTM#s: 1000-125-4-24.23 Date of Public Hearing: Monday, January 14, 2013, 4:30 p.m. U.S. Postal ServiceTM CERTIFIED MAILT. RECEIPT U.S. Postal Service,., Ul (Domestic Mail Only; Verage Provided) N o Only; m n m LAkW MY J;194 r s t t-a , = a~ -0 U&PRI C I - w, M Postage a $0.45 0901 M postage $ $0.45 YY L r) Candied Fee $2.95 07 Pas me A Ln r N Return Reeel Fee o filWl Fee $2.95 p (Endorsement Regolmd) $2.35 Here N C3 Rehm Recelpl Fee Poe1n1e p Restricted Delivery Fee Q (Endosement Req°Ited) $2.35 (Entloreement Required) $0.00 1 J'n', Reeelcted DeIMry Fee Op Total Postage A Foes 4; $5.75 P,01/04/2013 (Endorsement Requl re~ M Total P-•--- • a $5.75 01/04L2@13~ ' N sawt n Mitchell Bruce ant T, Mcintyre Janice E ~ srr-aee Mitchell Maureen r-1 ' p °rPOi r-1 2880 Delmar Dr 3335 Laurel Trail - r- city, s; -sireee ° or PO' PO Box 542 Laurel, NY 11948 cm s Laurel, NY 11948 C3 Total Poste. A Pwww It $5.75 01/04/2013 p C3 C3 sews ° Jacob Walter Mcevoy John A straiw, ab: x Jacob Nancy C3 or POB=N " p orposoxt r~ me fir- 382 Sa lboatAve ~;tysrae,.Z Lau el, NY111948i Tavares, FL 32778 " ~n p Total Postanw A FwwA .P. $5. 01!04, ey13 LI Total Pn.,wro R c... . ~ art ° Pappacoda Frank S a ant ° Laurel Links Cntry Clb Inc rte-, s&weiape, Pappacoda Kathryn S URW-A p or PO 'OX! PO Box 24 C3 or PO& PO Box 307 r` City State„ r` 61ry'sa Laurel, NY 11948 Laurel, NY 11948 ILJ W11 M E3 Rolb&--gae Fees ' ru BawtTO Pfaff Joseph P N ear ° r-q Dubinsky Nikki sraata Pfaff Dorothy P r-1 -sr~~ o -Paea - PO Box 365 m a,potk 1500 Aldrich Ln M1 City Siai Laurel, NY 11948 Mattituick, NY 11952 MM M C3 Total Postann A Pm x $5. ~S 01/04/2013 -rur p Total P,..mnw A Fwww - p ru t r Wegret Olga Irrev c N a ,a awt ° Ilgin Sukru rq sit 1700 Delmar Dr r-1 ~;&ww'avrt - PC--= Laurel, NY 11948 r ciPSa°a Po Box 547 r` cy, s " Laurel, NY 11948 L.I Tote! Postaga R cad. M rural Poetwna a Feee T. $5.75 41/04!2013 p , n N enf O N sewtT° Mowdy James ~ Seidenberg Deborah aMowdy Karen ra S;freet,, O or POBox No p orpoE 2575 Palisade Ave Apt 8D r- zc PO Box 1357 Bronx, NY 10463 Jamesport, NY 11947 p C3 ^ - p Total Pa.,- R Fwwe 4 $5.75 01/04/2013 N C3 MR7, Schwamborn Donna N L born Jason Regan John - ~ sit; Schwam rpm o PO1 2370 Delmar Dr o 166-14 22nd Ave _ Whitestone, NY 11357 Laurel, NY 11948 mm - A= r U.S. Postal Service~,, CERTIFIED MA~I/RECEIPT tl" (Domesti~ Alml Only; No . isurance Coverage Provided) a 7W =.A m F C •R L , • • {eta IrClA:4Y XK.trt.. LAIL -a a 104, USE 1 Postage $ f0.45 0901. m Postage $ $0.45% S `n Certified Fes $2.45 07 `r) Certified Fee $2.95 Postrnerk 1"..?..;, Paemre rk r-- O (Endorsement RegWred) $2.35 Reis O Realm ReceiPt Fee c O (FSdorsemeM Required) f2' Here w r=O Restricted DeMery Fee O Restag ened DaINe Fee (Endorsement Required) $0, ! (Endorsemt Required) $0.00 ~*`..e\' r A v C3 - 0 row PPe ace It F. R 55. 01/04/2013 C3 o Total Postage a Fees $ $5.75 01!04/2013 Dickerson Barbara antra Schmidt Edward ° t N ^t o Po 3220 Delmar Dr o o aoe~°oz v : Schmidt Sharon r- 664 Laurel, NY 11948 crysaia,n PO Box 263 New Suffolk, NY 11956 o Total P.--- $5.75 01/04/2011 ° ° O'Neill Edward °o coal Posn^ _ I c f5~75 101/04/2013 N 7" To O'Neill Sharon ru ant o 3600 Delmar Dr a Laurel Links Cntry Clb Inc ° c. - o orP rcOBoo-A` PO Box 307 j sa ox 441 r ~rry sere; Laurel, NY 11948 Laurel, NY 11948 C3 To e, . Q $5.75 01/04/2013 O Tota Postage a Fees $ $5. 01/04/2013 tM Manzi Joseph G JR N C3 __F °t Manzi Mary TO Santigate Joseph r_1 o as 9 Rockhall Ln r_1 sreec- Santigate Maria-Elena r c!y Rocky Point, NY 11778 ° c; na 793 Preston Rd , NY 11554 Fare" C3 To a Pos ane A Fees 1 75 1/04/2013 East Meadow O $5.75 01/04/2013 Total P-.- A P.- ru MT^ Cordy Stephen . r°u Sant r_1 . Clanton Ralph R -s&;;tab Cordy Joan 0 o,aoeo, a 3Yree Clanton Karen L r cm s~& 1378 Park Ln o or P( 2780 Delmar Dr Pelham Manor, NY 10803 O1ry Laurel, NY 11948 3DRi"ren C3 Total Postage It Fees 0 o Total Postsne A F. I . 10.7S' -I 41/0471013 ru ° Herreros Robert A ° fu nt o ~ :By rest Herreros Bettyarm ~ Szumski Barbara ° PO D" 3000 Delmar Dr a otrse, 29 Ba side Ave r- 'see;3 o Y Laurel, NY 11948 M1 Ciy sieie Jamesport, NY 11947 C3 Tow Reyer Robert OT 01/04/2013 0o Total Paateea A Fees I P $5.75 1/04/2013 sre.t rq Reyer Kathleen - ru saw, Mulhall Jeffrey snreei,q o aPO& 1795 Laurel Trl a scree( McLaughlin Eileen or PO PO Box 202 ° cy,- 839 Stewart Ave Laurel, NY 11948 Garden City, NY 11530 im]"auc 0 Tow POateoeBFees .P. $5. 01104/2013 C3 MR ~.g wrwev44 0 Sent Keating William % ru sent TO Karathomas Stamatis rr_1 Pocoroba Eileen ~ Karathomas Christina ° 2650 Delmar Dr r° cAPo-s~ 489 E 3rd St r Laurel, NY 11948 Brooklyn, NY 11218 U.S. Postal Service,,., CERTIFIED MAIL, RECEIPT uT (Domestic iI. - -n r .FRYg11e. Lrl M ti ~Ntlr~tbiarI1? , m Postage $ $0.45 .0901 i Postage $ $0.45 S In y CoMed Fee $2.95 camnee Fee f2.951 ru °47 Posimerk ri Retum Recelpt Fee 1 Realm flecNpl Fe9 C3 (Endomment Required) $2.35 C3 (E.=QM Repulretl) $2.35 Flare M Rea MCtetl DelNery Fee C3 Reabluied DNWery Fee _ (EntlorsenreM Requiretl) $0.00 (EntloraenteM Required) $0.00 ° ° Total P- = Fm= $5.75 4 3 po Total Poetatte& Fees $5.1 01/04/2013 N ~ MTa nt To ,.9 - Tyler Land Corp Half Hollow Nursery Realty Corp. yl ta Bneer,-' - o vo`e 624 Deer Park Avenue E3 or POE Box 145 'V'& Dix Hills, NY 1174411 M attituck, NY 11952-0145 115M. pp Tote) P.. A F... P $5.7 T 01/04/2013 C3 Total Pmu.n. A Fwwa .P. _ • 75 01/04/2013 C3 ru sent . Tucci Jerald nj ant 7 ra Albrecht Scott wwiif Tucci Louise 0 Of PO 5665 Route 25 p o PO r` -w s 10 Paddlock Dr Mattituck, NY 11952 Fort Salonga, NY 11768 WPM , C3 Total Posbn. A F... -P. il, $5.75 0 pTo a P enwm A P. t $5.75 01/04/203 C3 N ant r-0 sent TO FHV LLC Half Hollow Nursery Realty Corp. a ,a S;Ne C3 MPoa-, 624 Deer Park Avenue C3 or P, PO Box 1295 r` Cityre- t` Cutchogue, NY 11935 Dix Hills, NY 11746 _ ms ° p TOW Postane A Fees $5.75 01/04/2013 p Total P,---- 01/04/2013 Laurel Links nt To Sent To Country Club Emanuel Development Corp S,: C3 o"w" t;eet p or POE 3505 Veterans Memorial Hwy C3 t` Laurel, NY 11948 c'ry $h Ronkonkoma, NY 11779 Af~n~F E3 Total pn A F... 4 f5. 01/04/2013 po Total Postspw A F. 1 .4 75 01/0472013 N n, sent TO T° Denston Norma Watroba Roman a - 9 ~ UNWApi? Natale Kathryne BoxN o u oC, 70 Pinewood Rd p orPO Cmssa Cutchogue, NY 11935 crosee,z PO Box 136 Laurel, NY 11948 u Total Poetwnw A F. . p Total Postage A F... Q 15.75 01/Q' 13 p p fU a sent M ° Schwamborn Deborah F r•R Bolling Mary Ann sr~r: aP No., C3 Ar;4 C3 Or or PO POeo• 3890 Delmar Dr r C3 or POBOxNO. 6205 Route 25 N C16}-S60 Laurel, NY 11948 Mattituck, NY 11952 C3 total P-•+--- Q $5.75 0,/04/.2013 o • Total Postage & Fees I .'-$5.75 ) 01/04/2013--- - N MTi Bialeski Timothr,J Hommel Jeanette C Bialeski Anne a see Route 25 u&W ° "o PO Box 1153 rti Ctiy"s r PO Box 566 Mattituck, NY 11952 Laurel, NY 11948 • . `L~1GZ-Ar. Postal . : s CERTIFIED MAIL,,.,Y.ECEIPT (Domestic • Coverage r m S ROt#Y a 18 [a n 1~ S Postage s $0.45 O 40.45: 0901 Lin m P,~ , $ cenn ed Fee $2.95 07 Retum Receipt Fee' ,35 r1 IV Hem Lr) CerMW Fee $2.95 07 - o Postmark O (EndoleemeM Required) Realm Receipt Fee $2.35: Mere Restrlcle0 DelNery Fas O (ErWOrsemant ReWYre~) (EnCoraemeM Required) $0.00 O ReaMCteE D;,' Fee C:j (Enaoreement Raqulrerq $0.00 '..o Tore)I,e,-..-..Fee. c 45.75 01/04/20173 O O ° Total Pnemna A Fnm $5.75 01/04/2013 ru ant r Gordon Todd E ru Zaccari a John V I ra Zaccaria Alma o r•R r ` 96 Hallock Landing Rd I C3 c/o Michael Zaccari Ls-Eftypoit , r a 2`611 Gordon Teresa a Rocky Point, NY 11778 5100 N Placita Diaz Aw." f o Tuscon, AZ 85718 ' C03 Toth Post.- A F.en P 45.75 01[004/20 ' a Total Poarar.= A Fme 9 .75 01/04/2013 (S r , John J M ^t TO O'Brien DRD LLC _ _ a Lzy~-, O'Brien Eileen c/o udi Desiderio ° 295 Kings Point Rd Ste 1 350 Laurel Way ° Laurel, NY 11948 East Hampton, NY 11937 o N L-C,yst-.1-1.1, .75 01/04/201 C3 Total Postane A F. 4 $5 E7 Total Postage a Fm. P. $5.75 01/04/2013 fU 1/ 5 P 5 C3 an To Jernick Richard E N Sent TO a wwjF,,q Jernick Tara A a a Kraebel Ahlers Karen o °`.POB oreeiadna 2556 St oarsal 2020 Delmar Dr or POSOx C3 o NO Laurel, NY 11948 Laurel, NY 11948 $5.75 01/04/2013 ' ' - - O Total Poatate 8 Fees .qi iQ Tpmlonm>noAFe.w $5.15 01/04/2013 rru sotto Bell Robert - ru Bell Nancy ra enl Gustafson Peter G Jr A" b` or PO Brs a me O p0 Box 427 - C` City, Stah 0 orP 1115 N Country Rd Laurel, NY 11948 r- am Stony Brook, NY 11790 C3 . An ,.~A O Total e..-...nn e. cn» @ $5.15 01! ' Total Postane A F-9 Q Ol 04!2013 N - j • ant rU Sent TO rq Ti Reilly Kathleen _ _ ra . Magill Laura o' ra reeta6E 6 or PO. 59-40 Queens Blvd #13F 0 or PO Box 345 Bray Ave co, s Woodside, NY 11377-7736 r cm s e: Laurel, NY 11948 /04/2013 To a Pos >ne n Fee. 4 $5.75 01/04!M13 u °n one n Fee. . o ri sent To Lillycrop Lucy V r-9. LSent Katgin Development Corp - srrerapE. Foy Joseph j - r-q ~ o orPOSOn o 3505 Veteran's Memorial Hwy 275 Central Park W 3G cm sire; New York, NY 10024 Ronko koma, NY 11779 O Total Pos•^" Total Postaos s F P. 45.~ 01/04/2013 p $5.75 01/ 13 O ti Agoglia Florence M USQ Lrilw'. Jeanette C. Hummel rq - A Hoeltzel Mary ra 0 P.O. Box 566 m ° 2270 E 74 St Laurel, NY 11948 state oklyn, NY 11234 3;; I U.S. Postal Service,, M0F116T4M*.. CERTIFIED MAII-i, • • it r-j (Domestic Mail Only: No lnsyr,nce Coverage Provided) Er W11r. =1 Cc ru ..D -00 .n M i ( i -0 _ 10.45 0901 S Postage $ 10.45 j- _ c ul Ti ti C•n1aCFes $2,95 N CenmedFee $2.95 07$ C3 Rehm Raup Fas \ C3 Rehm Reoalpt Fee PO Hem (EnEOreertbm MgWetn 12.35 R C3 (EMorsement Required) f2.3$ M RestrbmC DeYwry Fey O Resmcteo Dalhrery Fee (EMOrsemem RequlretQ 10.00 (Endorsement Reqused) $0.00 ?.4,\ 0 0 0 Total Pos[wr+w. A F. -A• $5.75 Q Tom] P.m... R F. ft $5.75 0!/04/ ton N [In' O Frurum in Michael a^r ` Caccese Robert A -CF Susanne M r9 se ---ec - Caccese Kathleen A A P I C3 PDBO 1550 Delmar Dr ° 1000 Delmar Dr C~ry, State. Laurel, NY 11948 Laurel, NY 11948 RmTa7- ti Total Posh. R c a. V f5.75 1/04/2013 °o row Pow anw R Fuu 9 15.75 03/Q /?Q13 Sent TO ! ru senl ° Olsen Gregory ra Denston Kenneth M r-1 r-q -sfl;~tAof rq SdeefAi Olsen Darlene 0 "PO BOX PO Box 544 ° aaoeo p0 Box 158 - c y~ Laurel, NY 11948 C/y, ste` Laurel 11948 t .err.. u O 3 Tow Postage a Feas $ 15. 01/04/2M;P 01 ToW POa anw R Fawn 9 $5.75 ry M~ •w 13 0 CM3 ru Sent TO ru LentTo NoormaeThomas Levins Kimica r-q 3 "PPOSM 392 White Cap Ln C3 Noormae Marlene C r• bey, ~h r` 1360 Delmar Dr Newport Coast, CA 92657 Laurel, NY 11948 r M Ei 01/04/2013 Tow Postage R Feet .P. 15. 01/041201 + O Tow Po---- C3 ru ni Cioffalo Salvatore L Stewart Rita ; anrro Cioffalo Camille ~ c o Bruce Stewart s~.A C3 o w~B, 1020 Laurel Ct r~ PO Box 201 r 8rty ss PO Box 182 Cutchogue, NY 11935 Mattituck, NY 11952 sa o 0 Total Pro .e..e a 4 $5.75 01/04 l C3 Tow Postage R F. P 15.75 01/013 O ru ant TC r9 enlTo Vouvoudakis Steve r9 Magill Rich - - ! o SsaefAaia. Vouvoudakis Despina ra -$beef" orPoBOx No o O.Poi 345 Bray Ave r` city, state, 145-92 7th ave Laurel, NY 11948 Whitestone, NY 11357 61 M TOW Postage R Fass 5.75 01/04/2013 0 Total N e 't 1°,..75 41/04 o ~ o entTO Kermanshahchi Phillip ru anti Orent Stephen ra 8fieeiAp~ Kermanshahchi Linda - r O aPOBO -r Orent Jeanine r` cl --:-y,------tare - 196 60i Ave 8B /i s ° or-P0 5 Chester Ct New York, NY 10013 C/ry, s Huntington, NT 11743 RtB C3 o Total POa ane R Fwww 9 $5.75 01 o Total Postage a F 15.75 1 41!0(12013 0 ru rU am Amick Gary rq satt to ,a a Patchell Gregory ra sr Amick Doreen Nfii;K:ti r w"- 25 Devon Rd aPo& PO Box 612 Laurel Bethpage, NY 11714 , NY 11948 V., - 7 m r p~ p. s UANELsKI( A F 04 'A M Postage $ 10.45 0901 s S pa.tso. JBen 0901 Ln Codified Fes $2.95 07 LT Cadllbe r at 01: Retum RaceiPt Fes j PoSem $2.35 °c+ ru ReNm Reoeq Fa P "B e k Q (FSOOrsem°M ReQul e°) 0 (Edo9ament RagaketQ O Peetrlcted DelNery Fes (Eralotaement o Requi•Restddatl DelNety Fee , (Endorsement Regtdrer) 0 C3 Total $5.75 0413 o Total Poarsos & Far Ol/04[~013 RI ant o Bookmila Mandl Helmut Irv Trt rt #II ,-R mat, Mandl Mane E Irv T rr-, tea; Bookmiller Colleen M1 300 Sixth St 'l ° or Sc S1 4425 Great Peconic Bay Blvd Laurel, NY 11948 Laurel, NY 11948 L7 M Total P--•--- ° c $5.75 01/04!2013 o Total Postage & Fees $ $5.75 01/04/2013 C3 ru ru rr, Sent TO Radoccia Richard A ant TO Hudock ThomasF r EM. AmMulli an Elizabeth o PO Box 56 a Srr o g r` Laurel, NY 11948 r- 4275 Great Peonic Bay Blvd Laurel, NY 11948 0 15.75` 01/04/2013 r ° c Total Post - v.- f 0 C3 $ O~/;: f i p ant TO genante Franci ° snot TOP~Ua Res -Wt - Jones Floyd E ~Ha C3 Lffle 4525 Great Peconic Bay Blvd Street Api 0 or FOBOxI PO Box 5 r` Laurel, NY 11948 r` cm; ware,. Mattituck, NY 11952 .75 01/04/201 - - C3 Total POem^- x F... 4 rota! Poe eOS 8 Faea P .75 01/04/2013 0 rru ru sent To Woodhull Ruthanne Sent TO ra Pisco io Audrey ~ StreeiApt Woodhull George T r'a Street, Apt: O 4TO"I 0 or POBox I 8 Ripple Ln r PO !F... 971 Levittown, NY 11756 Mack, NY 11952 FORM. C3 l3 stage A P rl $5.75 01/04/2013 m C3 Total P, ° $5.75 01/04/2013 o f1J LSWn-tTo RutowskiAnthony entTe Cuccurullo8etty Rutowski Katherine a S eeiAW ra 6125 Great Peconic Bay Blvd o or PO Box No 17 Fox Hunt Ln O 24 PO Box 299 r` cmS~~;zu Cold Spring Harbor, NY 117 Mattituck, NY 11952 C3 G ;{5.75 01/04/2413 p Total Postage a Fees ~ 15.75 0 ' 2013 Total P,•.,..... a Fm. N O Sent TO Cassidy James R ru°' T` Collins Kathleen A C3 -S- -test. Apt: Ao: a street. 540E 20th StApt MG o or POBOxNO. 4025 Great Peconic Bay Blvd 0 orvol r` cily.'§ i.-NO Laurel, NY 11948 r` cir s New York, NY 10009 Total Posrona B Fans R $5 75 01/04/2013 0 Total Postage & Fees '-t $5.75 7D4l2013 O \ nJ illip C DeLuise Ann E r9 ,AnZ) Barbara Jeanne ru Lf'!"M \\\ll Karda Ph C3 511 E 20~ st ° °rPOBO " 44 Paul Ave r` New York, NY 10010 O1ry B re' z New Hyde Park, NY 11040 UK e 01=112 ~T . r, v Ln 1 n a m S Postage $ $0.45 0901 m Poea go $ $0.45 0901 Wl m DemBed Fee $2.95 13 ' In Canted Fee $2.95 07 Poaenerk ° Retum Receipt Fes Poshnerk ru Return Receipt Fee Here ° (Endoaement Required) $2.35 rL~ Hats ° (Endorsement Required) $2.35 ° ndorseme Restrcted Delivery Fes ° ° Restricted Delivery Fee ° (Ent Requred) $0.00 (Endomemerd Required) $0.00 , ° TWaI Postage & F9ee S f5. 01/04!2013 ° total Posr^-° 45,75 01/04%2013 Israel Richard r°I.I Kozera Thomas R - Sent To Israel Lisa ra Kozera Lucy A Sn 100 Dawn Dr - ° C3 o ma 26 Scarsdale Farm Rd "It! PO Box 825------- T` city:reScarsdale, NY 10583 ~ Greenport, NY 11944 r Toted Posw~ A Pww. P 35.75 01/04/2013 ° ° Total & Fees P $5.75, l/04/2013 Postane L r ru Bent o N Sent To Olsen David W a Homan Realty Inc a Olsen Pamel j a Sireed hM ,a 0 or PO S=: PO Box 32 ° orvoeo, PO Box 1680 antes Laurel, NY 11948 r` airy s Mattituck, NY 11952 R ° f5, 01/04/2013 ° ° 55 p5, C3 0 T t.1 P Mwnw 0. F. .75 Ol/04/2013'_S Total Pr.wfw.w A F. ° "u ' BantTo Arnold Harley B Iv Bf Conner Lawrence ~ s .t z Labins Susan ; Conner Deborah ° 0 r- --.----Sts 1902 Bermuda Cir Apt H2 city, Coconut Creek, F133066 2807 . ° °r 1840 Delmar Dr c of Laurel, NY 11948 ,gar„ C3 C- ° Total Postage A Fwws .4. $5. 01/04/2013. Total P- ° a` 35.75 01104/2013 C3 C3 - nJ sent TO ru SantTC McCann Timothy i r~ Chew Bryon r-4 ~&w;; McCann Susan ° or1 1 Chew Lisa M ° orPO1 157 W 740' St r` 6" 1 Smii, mere--Z1 6600 New Suffolk Ave Mattituck, NY 11952 - New York, NY 10023 lu- ° 1 C3 Total Poeteas x Fees 4 $5.75 01/04/2013 - ° Total Postage & Fars $ $573 01/04/2013 - M Sent TO.--- M1 ` ant To Ireland Patricia ; y ° Sheet Apt No l - - - 0 oPO'6o 1400 Delmar Dr t` or PO Box NO I { city sreie,-zIP+".x..."'-..""'----. Laurel, NY 11948 PS Form 3800, A.'L11t 2006 S, e Reverse for nstr~,,fi.r,s Ali, o ) ° Total Poster.. A P. Q $5.75 1 ° $5.75 r/ 1/04/2013 ru ° 01/ real Pizzitola Stephen 1, I-q s-tl L Cook Catherine L Pizz)tola Colleen ° 1150 Delmar Dr ° 188 E 70th St smie. Laurel, NY 11948 New York, NY 10021 IIlRRd"a. O Total Postaae & Fees .75 01/04/3 ° . $5. Oll_ ° ° Total PMfanw A F. nu ,a ; Meyn C M Revc Lvg Ts t .___ri L Mauro Paul C nJ L v 4685 Great Peconic Bay Blvd o 2140 Delmar Dr Laurel, NY 11948 r Laurel, NY 11948 m m O y oxavmo I o .Gy tp ,Cy n o m 3 3 SENDER: COMPLETE THIS • • DELIVERY mm rD O m$ J,0 III AV Com etg a 1, 2, and 3. Also complete A. Sig Co 3 Z w r. ° rn m ro m t~ Item 4 If Res;cted Delivery is desired. 1- N S d a+ S3 0 ¦ Print your name and address on the reverse X ? ? m a ° m y so that we can return the card to you. B. erved Pn N C. Date c Q [7 6 o a. arqj) ¦ Attach this card to the back of the mailpiece, ,7 m 00, or on the from if space permits. D. Is deli address different lik 00 from Rem 1? ? 1 " y m n a 1. Article Addressed to: If YES, enter delivery address below: ? t 0 d' o a w Tn' W 1i p So=m°o t• n 300koW. o m o W. Patchell Gregory F " 3 t PO Box 612 0 3 Service Type m m Laurel, NY 11948 ~iffsd Mail ? Express Mail ? Registered 'l!9,Return Receipt for Mel M i Rl p ? Insured Mail ? C.O.D. 9 ° 1, 4. Restricted Delivery? (Extra Fee) ? Y w a m E o 0~ j tom. 2. Article Number C3 a (riansler/romservkalaeeQ - 7011 2000 0002 5436 4650 C3 .r ~ q Fi, PS Form 3811, February 2004 Domestic turn Receipt 102595 ; n 12- z ¦ Complete items 1, 2, and 3. Also complete A. sign ure ? A W I ° E item 4 if Restricted Delivery Is desired. R 1 ¦ Print your name and address on the reverse ? A ,r n r so that we can return the card to you. . Receiv d y ( 'nte Nar e) l6t W tt ¦ Attach this card to the back of the mailpiece, n'• ° a or on the from if space permits. C3 o D. Is delivery address different m 17 ? y .0 IL 1. Article Add-94*: If YES, enter delivery address o, P-? h a, y v O D z .m ? Israel Richard N ¦ ¦ ¦ :u rw g>OVmor Israel Lisa o w rv a o m ~ 3 m N n m 3os 3 t•u A ry X, 100 Dawn Dr 3. Service Type w ro ° ro g s 0 v PO Box 825 rtiffed Mail ? Express Mail 3 d y ° n m MG d n E Greenport, NY 11944 stared --6 eeturn Recelpt for M ry 3 0 3 3 W ? Insured Mail 0 C.O.D. 7 m lau 4. Restricted Delivery? (Extra Fee) 13 c m F'' ~ o w o a Bp. r~ m O CY om wNN 2. Article Number 7011 2000 0002 5436 4575 N Co ~ ry $ w m °`m n x o y •a w 111i (Transfer from service labe0 °o N n PS Form 3811, February 2004 Domestic Return Receipt 1025 A ° o ' Jo ~B~to m~a E °o Total P c 1$5.75 01/04/2013 d. < t C3 i C3 0 L, rR Laurel Links Cntry Clb Inc ,I 3 m fU L-61yt.oa 3 n C3 PO Box 307 ~ o r Laurel, NY 11948 3 ° ° A w o p1 x P a y/n ° em ? 1] Y A (n 31 m r3 m 2- T. u NN m o u, ° Total Postage & Fees P. fi$ ~1 01/04/2013 a C3 ° ru C3 8 m k ant TO i Raica Kathleen m $ a a a srreeiA Raica Peter w m <qp' ° Sr PO fb d r` S! 150 Laurel Way ° 0 g Laurel, NY 11948 r u PET) 02 `t ° $5.75 01/04/2013 ° Total Poslene x Fwaa Q. m n O 3 ru L r9 Hagerman Ellens R a ° PO Box 278 r Mattituck, NY 11952 - 01 ~ Ln . a . T lD (D D 0Dm-0 ~n o O , n o w m a Q,Ow msE.0 m SEN • COMPLETE • COMPLETE THIS SECTION • • 'r • 62mv~'m (D F • ~ ~ r7 i:om4'{m ¦ Complete items 1, 2, and 3. Also complete A 'gi ure rn m o m g m item 4 If Restricted Delivery is desired. ? 1••' W m 53 o- O V ¦ Print your name and address on the reverse x m m m 'iff Addressee V p, d m n 0• n so that we can return the card to you. . ~ei„ rp,;,,'ey ame) C. Dat f silvery V # x 8 1 Q W ¦ Attach this card to the back of the mailpiece, , , S , or on the front if space permits. li V W } a- o a D. Is delivery address different from item 1 0 Yes t 5 o 5 1. Article Addressed to: 0, irIf YES, enter delivery address below: ? No Cl~ 360 m DeLuise Ann E 511 E 20th St 3 Service Type a ui O New York, NY 10010 Cereaed Man [3 Express mail x t ?Registered 'Rstum Receipt for McMhandlae U 33g~ Sg 0 Insured Mail ? C.O.D. i3*i Fri ,32Aj 4. Restricted Delivery? (Extra Fee) ? Yes pp S d >g - 2. Article Number 71111 71111 2000 0002 5436 4605 (rianslerfiomservja0/aDel). PS Form 3811, Fetirbary2004 I i Domestic R' urn Receipt 102595-02-M 1596 ? 13 ¦ Complete items 1, 2, &W& Also complete A ' PNM item 4 if Restricted Dakvafy Is desired. 13 Agent N ¦ Print your name and addrawa on the reverse GtF^~/~e~ L ? Addressee R ...1 po so that we can return the card to you. eceived by (Prim Name) D ell ry y ¦ Attach this card to the back -of the mallpiece, C 13 ; ? O g ? or on the frr~at if space permits, z R Y _ o Q B D. Is delivery address different from item 1? ' El 1. Article Add td: If YES, enter delivery address below: ? No " c^ WOO ~ 0>0-0 ) _o C o a o 0B 3 m N N W = =mJG A Watroba Roman - 5 f o m 70 Pinewood Rd z~ ; o m "9 3. Service Type S y Cutchogue, NY 11935 Certified Mail 11 Express Mail N A s y _ m m_ Return Receipt for Merchandise :7 o a N ? Registered G ? Insured Mail ? C.O.D. N m g n ~ . a 4. Restricted Delivery? (Extra Fee) El Yes om ,p a. xg 2. Article Number a 2L (rIansfer from SWM387011 2 00 0002 5436 3158 gg0 m - PS Form 3811, Febtuafy 2b1i4 - Domestic Return Receipt 3 f025e5-o2-M-f5ao I.. m ¦ Complete items 1, 4 and 3. Also complete Tr7L---~ m item 4 if Restricted DaNvery Is desired. ? bent ¦ Print your name and address on the reverse 0 Addressee so that we can return the cared to you. B. Received by (Printed Name) 1 C. Date of D 'very > u p m ¦ Attach this card to the back of the mailpiece, r X A or on the front if space permits. 110 gp m & D. Is delivery address different horn item 1? ? Yes 3 8 g y 3. m i. Article Addressed to: If YES, enter delivery address below: ? No gg28 m Collins Kathleen A ~a 540 E 20th St Apt MG New York, NY 10009 ,j ee,yryed Mail ? Express Man ° 3 3 ? Registered $Aeturn Receipt for Merchandise .R~ ? Insured Mail ? C.O.D. S ~ ~ n 4. Restricted Delivery? (Exam Fee) 0 Yes 11 K 011 < g, $ 2. Article Number A 2:$ 7011 2000 0002 5436 4445 ` X (l2ns/erfrom service fa6eq 9 ° N°- PS Form 3811, February 2004 - Domestic Rehm Receipt 102595-02-M-1540 - w ~z m ~ c•r o~sf°cy as C7 n : COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY SENDER o ti yam ¦ Complete Items 1, 2, and 3. Also complete A. si re 7 C O. q m ° n ro item 4If Restricted Delivery is desired, ? Agent z n M m 3 g ¦ Print your name and address on the verse ? Addressee n - so that we can return the card to v u. CL 0 m n B. R iv y (Printed shame) C. D e o Delivery h W ¦ Attach this card to the back of the mailpiece, X - J r+ o a 0 or on the front If space perks. I G7 / V rD 1. Article Addressed to: D. Is delivery address,tliffereM from item 1? Y v 1-•' m If YES, enter delivery address below: ? No 3, m v m Piscopio Audrey 8 Ripple Ln 3. Service Type Levittown, NY 11756 ~C isad Mail ? Express Mail ? Registered -75-Return Receipt for Merchandise 1 $ a ? Insured Mail ? C.O.D. m N 4. Restricted Delivery? (Extra Fee) ? Yes - R~ m. 2. Article Number 3 7011 2000 0002 5436 4759 (transfer from serv!p9D t : t - - ei ° ~ PS For 3811, Feb 1 Dounestb R Receipt 102595-02-M-15,10 ? ? ea L ¦ Complete Items 1, OK'Al complete A. Signature ? Agent v B r< 1 Item 4 It Restricted ©*4l b desired. . ¦ Print your name and addrim an the reverse X ~ ' ? Addressee F 3 so that we can rattan the o1¦d to you. B.~Re e y ( t Na /L C. D e eY elivery o o ¦ Attach this card to the book Of the mallpiece. D rl JI I 5 i - or on the front Hspwe perWAL _ ¦ ¦ ¦ D. Is delivery dress different from earn 11 ? es t-+ I.a 1. Article Addressed to: W ,P ^s a ~ o m o If YES, enter delivery address below: ? No F CD n o m 3 3 M O5 m ~>•~•c o-A- `..O G o. mym-M Nile Woodhull Ruthanne m = w = 3 --3 E Woodhull George T ; ~ s y 6- ; g PO Box 971 3. rverthled Mail ? Express Mail P m s n 00 Mattituck, NY 11952 ? Registered ]Return Receipt for Merchandise $ 3 W a ? Insured Mail C.O.D. I, 3 9 m w ti 4. Restricted Delivery? (Extra Fee) ? Yes q o a v ( 3 t z. rm rfi-omservloslabel/ 7011 2000 0002 5436 4391 3c= (trans nsfer from m PS Form 3811, February 2004 Domestic Return Receipt 102595-02-101-1540, m III Complete items 1, 2, and 3. Also complete nature item 4 if Restricted Delivery Is desired. - ? AAddrreessee ¦ Print your name and address on the reverse rv Yo B. Received by (Printed Name) C. Date of Del' e A X tt so that we can return the card to you. r ry ¦ Attach this card to the back of the mailpiece, _ a ? 8 " m < or on the front if space Permits. 9, < D. Is delivery address different from hem 17 ? Yes 8 1. Article Addressed to: If YES, enter delivery address below: ? No '•3 e' 'Z Magill Rich o~ 345 Bray Ave 3. Service Type 'n 0 3 Laurel, NY 11948 l~cerifiea Mal El Express Mail ? Registered NRetum Receipt for Merchandise n ? Insured Mall ? C.O.D. 'o 4. Restricted Delivery? (Extra Fee) ? Yes ? 3 ? ? Q < 7 Al Number 7011 2000 0002 5436 3493 (tianster from service 1lrbel/ . _ PS Form 3811, February 2004 Domestic Return Receipt 02595-0z-M-1540 N ¦ ¦ ¦ o R ~zo Imo 3 y m w O`< ri 905,'33 wo m •c av (b ? fr+ k N ~ ~ m m J N • F~ m » d v3 ¦ COMPLETE THIS • COMPLETE THIS • • • ELIVERY -X N a O J m 2 y E Si natu O o y o N ¦ Complete items 1, 2, and 3. Also complete A. g ,i o 53 a 0- Fir item 4 if Restricted Delivery is desired. X ? Men? 'O v g a T ¦ Print your name and address on the reverse 0 Addressee `p m 0 0 % M m Illit, so that we can return the card to you. eceived by (Printed Name) C. Date of Delivery N. 0E LM d Wk ¦ Attach this card to the back of the mailpiece, , m 3 0. m or on the front if space permits. O s o o D. Is delivery address different from Rem 1? Dyes ~p 3 c 3 8 K. E 1. Article Addressed to: If YES, enter delivery address below: ? No r n m. , m . d m m m d Cassidy James R 4025 Great Peconic Bay Blvd 3e Type { o x Laurel, NY 11948 °6!\Cert tied Mail 0 Express Mail 0 ?A ' a 0 Registered `13-Return Receipt for Merchandise n N M m N m m J 0 Insured Mail 0 C.O.D. 2 N a-W 4. Restricted Delivery? (Extra Fee) 0 Yes K M $ n a ttt/{{{,,or 2. Article Number `.V\ (Transfer from service label) 7011 2000 0002 5436 4728 • ~ „ ,.J? Y ~ E PS Form 3811, February 2004 omestic Return Receipt 102595-02-M-15,10 O M n R v It: 8c S ¦ Complete items 1, 2, and 3. Also co fete A. i ature p Agent $ ° M m .x. item 41f Restricted Delivery is deli X T o $ ~ V a ¦ Print your name and address on the verse El Addressee o f 3 so that we can return the card to YOU. B. Received by ( Printed N.5.) C. Dat(6 B~Be ery ¦ Attach this card to the back of the mailpiece, J ° ? ? m ? ? or on the front if space permits. ? > D. Is delivery address different from Rem 1? El Yes I ? 1. Article Addressed to: If YES, enter delivery address below: 0 No + ,p ' ' ¦ ¦ ¦ rr N O~ O yy O Do m~ ow C 00 C 3 O ~d C AD_1111,~ z ~ ~ Da m SF09~Is Magill Laura w a a 0 0 w we 345 Bray Ave 3. Service Type ~ -0 r(D y m am Laurel, NY 11948 'iE~Ce Dfied Mail 0 Express Mail c x0, raj m o ; $ J 0 Registered 1RReturn Receipt for Merchandise C"' m J m 0 ro 0 Insured Mail ? C.O.D. n 0~Q m v m a< n d _ 4. Restricted Delivery? (Extra Fee) 0 Yes to w x + fA `C rr 3.»0 2. Article Number _ _ _ 3 o m m o m ~ t (Transfer nsfer from m service label) 7011 2000 0002 5436 4285 W PS Form 3811, February 2004 mastic Return Receipt 102595-02-M-1540 CL F E a m m ¦ Complete Items 1, 2, and 3. Also complete A. Signature I item 4 If Restricted Delivery Is desired. X-~t ? Agent I ¦ Print your name and address on the reverse 1. ? Addressee - ° P P x so that we can return the card to you. B. Received b (Printed Name) C. 7 of Delivery d ¦ Attach this card to the back of the mailpiece, ? ? a x or on the front if space permits. ggg ON 9 m !7~Q D. Is delivery address different from item 1? 0 Yes m N Z < 1. Article Addressed to: If YES, enter delivery address below: 0 No $ m a = 8 s$~~ g CIL Jernick Richard E - Jernick Tara A , 04 2020 Delmar Dr ° - 3. Service Type O Laurel, NY 11948 ~certmed Mail 0 Express Mail a ° a ? Insured eturn Receipt for Merchandise \\D 11 Insurered Mail ? C.O.D. g l ~ ~ ~4. Restricted Delivery? (Extra Fee) ° - ?Yes ? 0 • F 2. Article Number , (Transfer from service label) 7511''20{ ? ~0'€I*2'°5.4i36~ 4506 0 aD w ow w °-x89m2l` m a. OR7 ":P5 5 m 0rmN mw i ~2i33A$ rr L7 - i• C X O f0r1 m S F C ti. ' 16 • COMPLETE THIS • • • • DELIVERY I X 0T O O 800,0m$m 16~ 5 3 ¦ Complete items 1, 2, and 3. Also complete S' Z to 3 m i item 4'rf Restricted Delivery is desired. c = III Print your name and address on the reverse X 3 0!0 tldressee ' I--` m m St that we can return the card to you. 0K ma B. Rec @A by (~ylnC d Name) I ~D Ln ° d m a mt?m CL ¦ Attach this card to to the back of the mailpiece, Cl SSS/ N o a or on the front If space permits. 1. Article Addressed to: D. Is delivery address different from item ? Yes a 6 If YES, enter delivery address below: PirNo M'6 0 3 y c Olsen David W 3 m Olsen Pamel J m m PO Box 1680 3` ~Service Type Mattituck, NY 11952 o~Certified Mail 0 Express Mail < v k P. ? Registered 'b Retum Receipt for Merchandise 9 ? H L rn m ? Insured Mail ? C.O.D. ~ N a 2. v<mi m Q 4. Restricted Delivery? (Extra Fee) ? Yes $ o $ 2. Article Number? (Transfer hom sarv/ldE, 7011 2000 0002 5436 3448 ' g m 13 PS Form 3811, Fe.•,,n~,i~*~y~ I a. t~ lllllff~ •^`•dx 200"DphleBaCi n Receipt 102595-02-M-1 540 ? ,,ff? u 3 • • • '7,1; a a r Till ~1 ¦ Complete Items 1, 2, and 9. Also conpkte A. Si o a item 4 if Restricted Delivery is deeked. 0 Agent M K f ¦ Print your name and address on the reverse 0 Addressee L. 3 so that we can return the card to you. » 0 B. Race' e y (PD to of D ivery c ¦ Attach this card to the back of the mailpiece, ? 3 ? ? ' ? or on the front if space perks. 1. Article Addressed to: D. Is delivery address different from Rem 17 as to If YES, enter delivery address below: ? No y tN n LI) U) n l o D m v o f F 'O'r O nf7d331. y EF m c A V ~u Santigate Joseph z o ~ ~ g 0~ ? F g m Santigate Maria-Elena V Cr a o m 2~ t 793 Preston Rd p< w°° a a a= 3' 3 3 Service Type ,.1 O O c m W N East Meadow, NY 11554 ~cenified Mail ? Express Mail d C7 a ro to O m ' m m ? Registered ~S'Retum Receipt for Merchandise co 0 ? Insured Mail 0 C.O.D. y m a m ii 4. Restricted Delivery? (Extra Fee) ? Yes W F 2 HP _ v 2. Article Number f, _3 ' a w r fell E F zF 0 ( T i a n s / e r from s e r v i c e i e b e Q 7011 2000 0002 5436 3240 ° 3 c M a 3 t PS Form 3$11, February 2004 DomesY Return Receipt 102595-02-M-1540 J m 0 m m m ¦ Complete items 1, 2, and 3. Also complete A. Signature item 4 if Restricted Delivery is desired. ? Agent ¦ Print your name and address on the reverse ce"C-C(_ ? Addressee j _ _ - - so that we can return the card to you. B. Received by (Printed Name) C. Date of Delivery t ? m y o rp K N t ¦ Attach this card to the back of the mailpiece, a or on the front If space perks. ? ? < a m i D. Is delivery address different from Rem 17 ? Yes t m m 1. Arscli;Addressed to. If YES, enter delivery address below: ? No ] Fi, Tucci Jerald Tucci Louise o 10 Paddlock Dr Service Type b 3 Fort Salonga, NY 11768 ~i~ Mal ? Repress Mail - ei a 13 Registered ~Jieturn Receipt for Memandise t ~ m r7 O ? Insured Mail ? C.O.D. 4. Restricted Delivery? (Extra Fee) ? Yes ° N ? 9 0 ?0 2. Article Number sei PS ,Fabrupp4 70182000 Return 00e02 5436 4346 02595-oz-M-,54o~~~ o } - _ Form38 1 r W o lit i " IIIIIIJ. o m 0 1" u. ~ O oo~ ~ n do vi- 0 COMPLETE THIS SECTION ON DELIVERY r) 3 M$ ~ OL. r_ 4 2 00 ¦ Complete Items 1,$f#il ~ou elutlpleta A. Signature Z N S ~ m item 41f ReahlgilediLf1it11fjFClydrMsd. ? bent Y p y ° a ° iv lay ¦ Prim your rmrne atala /rteRltre x ?Addressee I-- N O O m 3 m m- c~ so that we caltle0h11mi lle , B. Received by (Panted Name) C. Da a of Delivery v0 O y iD a ¦ Attach this card to OWbookcf N 0 n M Z W OKI, Or on the front k space psrrrllh. N a 3 `m" . M' D. Is delivery address different from item 17 ? Yes " o a 1. Article Addressed tD: If YES, enter delivery address below: ? No 3 ° ~ 3 E K. 2 R m c ~ - v ~ m m M Herreros Robert A Herreros Bettyann 3000 Delmar Dr 3. Service Type Laurel ~ertised Mail ? Express Mal m - m , NY 11948 ? Registered Vatum Receipt for Merchandise O ?m - a WNW iQ m ? Insured Mail ? C.O.D. a 3. In 4. Restricted Delivery? (Extra Fee) ? Yes y ; z $ a M 11 N 2. Article Number ; R Cr 'pransferfrom ae _7011 2000 0002 5436 3332 m PS Form 3811, February 2004 Domestc m Receipt 102595-02-M-1540 SENDER: SECTION . DELIVERY aa ¦ Complete Items 1, 2, and 5` Abo complete A. Sig re ° 3 0 . t. m a item 4 If Restricted Delivery Is deehed. X v ? Agent Ip m c ¦ Print your name and address on the reverse ? Addressee Q _ WK 5o that we Caf1 return the CeM t0 you. B. Received by 0nred Name) C. Date of Delivery S' ° o ¦ Attach this card to the beck of the mellpieca, ? 3 ? ? f~ m ? or on the front If space perks. +e 1! o _4_ D. Is delivery address different from Rem 17 ? Yes li1V 1. Article Addressed to: If YES, enter delivery address below: ? No r, 'O f o m v a w x0M.M0~ - C O w o 0W o33 1111112. O m ' s .aJ a O A ~a m 5 f c s m Amick Gary f x H m rn a m om Amick Doreen m w 3 Service Type = _a 25 Devon Rd 'n a m a m Certified Mail Express Mail t ~ 'S d o 0 0. N Bethpage, NY 11714 ? Registered •-u,Deturn Receipt for Merchandise j -A ~j R m' ~j n y ? Insured Mail ? C.O.D. co CL w m ° m n a 4. Restricted Delivery? (Extra Fee) ? Yes Z 2 H°aH 0 w t NEU 2. Article Number - 3$ s a 3 E m _ (transfer from servke labs) 70Y1 2000 0002 5436 3509 i o m o to PS Form 3811, February 2004 Domv' tic Return Receipt 77585-o2-M-1540 moo P m m Mir n M SD ¦ Complete Items 1, 2, and 3. Also complete A nat I - item 4 if Restricted Delivery Is desired. ? Agent ~A ¦ Print your name and address on the reverse ? Addressee - - - r so that we can return the card to you. B Received by (Panted Name) C. Date of Del iv ry c Is Attach this card to the back of the mailpiece, ? ? m or on the front if space permits. , W z m D. Is delivery address different from item 1 ? Yes 2 r$ 8 va - - < ~ 1. Article Addressed to: If YES, enter delivery $ $ y O $ address below: ? No C;n n ° Bookmiller Brent , m Bookmiller Colleen ? ? 4425 Great Peconic Bay Blvd 3. Service Type o 9 r Laurel, NY 11948 "G-Certified Mail ? Express Mail a ? Registered -B-Return Receipt for Merchandise WE ? Insured Mail ? C.O.D. N s 4. Restricted Delivery? (Extra Fee) ? Yes ? 3 ? ? S 2. Article Number 7011 O(] $ b4 (transfer from service label) Yy PS Form 3811, February 2004 Domestic Return Receipt 1o25957M•1s4o d ~I v. t- w °O D O T. S T. m 3 .0 o_ Er P33 1 - '_r vmi K A V r.i z O S o rs 4 m 5 f i d L Q am O SENDER: COMPLETE SECTION COMPLETE • . DELIVERY E R'0. ¦ Complete items 1, 2, and 3. Also complete A. Sign j''~/ _ _ F+ f'1 g m ,gyp O g n o N item 4 if Restricted Delivery Is desired. r,~ ? Agent ¦ Print your name and address on the reverse x IL ? Addressee 00 m m a r? m so that we can return the card to you. B. Received by (Printed Name) C. to of D IVery n m m ¦ Attach this card to the back of the mailpiece, _ -y x m m Z . or on the front if space permits. y o a o m ~ D. Is delivery address different from Rem 17 ? Yes o o 1. Article Addressed to: m o If YES, enter delivery address below: ? No o m o 0Finaro3 v m m Clanton Ralph R W m Clanton Karen L 2780 Delmar Or 3._ervice Type Laurel NY 11948 I%rtified Mail ? Express Mail p m p ? Registered Return Receipt for Merchandise X ? ? I.,r m N a v'. 0 $ tS~ o G m z ? Insured Mail ? C.O.D. ~ 4. Restricted Delivery? (Extra ? Yes $ Z 2. Article Number - m 3 n n (transfer from service feeei)' 7011 2 0 0 0 0 0 0 2 5 4 3 6 3318 m J z PS Form 3811, February 2004 Domestic R m Receipt 102595-02-M-1540 i ~ ? ~ (11 a ¦ Complete Items 1, 2, and 3. Also complete A. Signatu ~ v 3 item 4 if Restricted Delvery Is desired. ? Agent M ¦ Print your name and address on the reverse x ? Addressee , a. F 3 so that we can return the card to you. B. Received by (Printed Name) C. Pate of Delivery n ¦ Attach this card to the back of the mailpiece, ? $ or on the front if space permits. ? D. Is delivery address different from Rem 17 Yes 0 1. Article Addressed to: t-~ 1••r Z Z If YES, enter delivery address below: ? No 21 21 W O O 1 m o 3 0 3 Caccese Robert A ` v 0 W a m f M Caccese Kathleen A B a Nw 4g d ~a.'mam 1000 Delmar Dr 3. Service Type + + w1 p o m 0 -am ; w g o Laurel, NY 11948 Certified Mail ? Express Mail Otv 11 Registered ,Return Receipt for Merchandise - N o. - 11 Insured Mail ? C.O.D. ro y m$ m a m a $~m 0 4. Restricted Delivery? (Extra Fee) ? Yes H o a ? a D 5om~ 2. Article Number 7011 2000 0002 5436 4629 m o m (transfer from service labep 3m c PS Form 3811, February 2004 Domestic Re rn Receipt 102595-02-M-15,10 v m $ m SD ¦ Complete items 1, 2, and 3. Also complete A. SI re item 4 if Restricted Delivery Is desired. ? Agent ¦ Print your name and address on the reverse ? Addressee so that we can return the card to you. B. Rece by (Printed N e) C. Date of De~'mem~ a A P3 x P ¦ Attach this card to the back of the mailpiece, / ( - a ? ? » c~ p N or on the front'rf space permits. / J M m `b D. Is delivery address different from Rem 1? ? Yes c $ to 1. Article Addressed to: j If YES, enter delivery address below: ? No ,c c Wegret Olga Irrevoc a O? n 1700 Delmar Dr 0 Laurel, NY 11948 3. SeviceType o 3 erifled Mail ? Express Mail 9 ONCagistered 'bBetum Receipt for Memhandi A ? Insured Mail 11 C.O.D. O y ~ 4. Restricted Delivery? (Extra Fee) ? Yes ? ? ? • ? 4440 2. Article Number c Rgug (transfer from service rebel) 7011 2000 0002 5436 4490 PS Form 3811, February 2004 Domestic Return Receipt 102595-02-14-1540 L'II N ODy~ 'Oi ,333 w w~ o N99 O&W W11:1915121 offM COMPLETE THIS PECTION ON DELIVERY ~ ¦ Complete items 1, 2, and 3. Also complete A. I 7 item 4 R Restricted Delivery Is desired. ? Agent, C•1 S ..3 3 3 E ¦ Print our name and address on the reverse ? sae W 3. m m so that we can return the card to you. Rec ' Prim erne) C. Date of Delivery C'+7 rp a ¦ Attach this card to the back of the mailpiece, < `G m 3 y m Fu or on the front R spate permits. t9 to v v ii . Is delivery address different from item 17 ? Yes N a m 0- @4 o' ff: 1. Article Addressed to: ~ F pt N , 0 If YES, enter delivery adtlress below: ? No W o a o viD dap N O N o'~N o E Orent Stephen w ~ 3 t Orent Jeanine ~qp _ R 5 Chester Ct ti 7 1013 3. Service Type ° m Huntington, NT 11743 \_~J 'Certified Mail 11 Express Mail Huntington, pq / ? Registered Return Receipt for Merchandise ? Insured Mail ? C.O.D. a o m x D 4. Restricted Delivery? (Extra Fee) ? Yes - 9 ? y E 2. Article Number $ g z' < on. (1-iansfer from service lam. 7011 2000 0002 5436 4674 m PS Form 3811, February 2004 Domestic Return Rec§ipt 102595-02-M-1540 M-5 m ¦ Complete Rents 1, 2. and 3. Also complete A. Sig re: ( ?/0 ~ ~ Z item 4 R Restricted Delivery is desired, X Agent p x ¦ Print your name and address on the reverse ? Addressee 0 a~ r so that we can return the card to you, ¦ Attach this card to the hack of the mailpiece, Received by ( Prin e) c. D e of slivery or on the front R space permits. a E 1. Article Addressed to: D. Is delivery address different from item 1? s If YES, enter delivery address below: ? N 1C7 tT ¦ ¦ ¦w ~C? ~ro D0 v-'cr Manzi Joseph G JR x 06; 0 a 3 3 Manzi Mary o x 06~ A' ¦e Ej CD 9 Rockhall Ln 71 L 'Y y Qt 'r • " f D o m£ . Service Type Z b O 3 O' m Rocky Point, NY 11778Certffied Mail ? Express Mall 3' 3 y ? egistered ~Retum Receipt for Merchandise I~•- r' G ° v o ~ ~ ¦u ? Insured Mail ? C.O.D. -4 4 tA m E 3 m m r Fir 4. Restricted Delivery? (Extra Fee T v a ?Ves 7 o~m~mP 2. Article Number o d o rn- k NIL (riansler from service label) 7011 2000 0002 5436 3387 (D IRD (1) XI ny 56~8$v PS Form 3811, February 2004 Domestic Return Receipt 10259-02-M-1540 3 Om `L c 3 t fv if, 9. 0 D • • • COMPLETE THIS • • DELIVERY •'S N m m N ¦ Complete items 1, 2, live 3. Also complete A. signaturf`]C/ " Item 4 if Restricted Delivery is desired. X ? Agent 1 ¦ Print your name and address on the reverse ? Addressee , so that we can return the card to you. B. Received by (Printed Name) C. Da a of D ' ery A to K P t ¦ Attach this card to the back of the mailpiece, M 00 9 _ M rn E or on the front R space permits. s a Nm w E D. Is delivery address different from Rem 1? ? Yes p $ m kn 1. Article Addressed to: 4~ g B ! If YES, enter delivery address below: ? No g BMW Conner Lawrence a Conner Deborah r 1840 Delmar Dr 3. Service type a r Laurel, NY 11948 ~e oe tuned Mail ? Express Mail x s _ ? Registered -r3-Return Receipt for Merchandise B, ? Insured Mail ? C.O.D. a n Er 4. Restricted Delivery? (Extra Fee) ? Yes L~' Z 2. A~I~Numb "-7011 2000 00116 4599 m Ps Form 3811, February 2004 Domsstb Return Receipt 102595-02-M-1540 $ Tl N 3 TJ a A 77 y w ni o* o=>t c) 07 0 0 ore ''ro3 C X 0 N y D SS~O AV SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVE--7----,w a ¦ Complete items 1, 2, and 3. Also complete A. Signature z a Rem 4 if Restricted Delivery Is desired. ? Agent M S d' 0 a W 110 Print your name and address on the reverse X /1n / r lot w 41t El Adrd r n rD o ° o $ 50 that we can return the card to you. B. Received by (Printed Name) C. Da}4e of ivery _ p 42 m m M, m N ach he back of • orlon thelfront N sptace permitsthe Tailpiece, m u c s , ' a N W re m m° a D. Is delivery address di t from Rem 17 ? Yes 3 , m ~ w 1. Article Addressed to: o a, rn D If YES, enter delivery address below: ? No D7 in o am 3 o Mao C16 a 01- ~3r Mitchell Bruce m m Mitchell Maureen 2880 Delmar Dr e• Ise i`~ Type Ll~emhed Mail ? Express Mail Laurel, NY 11948 0 Registered Return Receipt for Merchandise > 13 Insured Mail ? C.O.D. v D t P X E] El 4. Restricted Delivery? (Extra Pee) ? Y85 m z 0 2. Article Number 7011 2000 0002 5436 3325 (FranslerfibmserJ W# t I m PS Form 3811, February 2004 Domestic Re 'Im Receipt 102595-02-M-15410 - o E ¦ Complete items 1, 2, and 3. Also complete store 0 $ 3 r item 4 if Restricted Delivery Is deeked. ? ant A a w r 11I Print your name and address on ft reverse Ad ressee $ o 3 or 3 a. so that we can return the card to you. " m III Attach this card to the back of the mailpiece, B. rved by (PrlntnA ame C. e Delivery f 3 ~F or on the front if space permits. 1 Y, J2 s y E 0 fI.. Is ivery address different from em ? 111 Yes n n 1. Article ri Addressed to: If Y , enter delivery address below: ? No n h n o W T I o -4 llll~ n F5 o w R 3 Mowdy James N o c m s» o°-D Mowdy Karen ° c m y m ; :no PO Box 1357 3. Service Type oho ° '.35 3 .3 ' Csitifled Mail ? Express; Mail •Y o Jamesport, NY 11947 ? egistered 'MRetturn Receipt for Merchandise d a S 41 ? Insured Mail ? C.O.D. CT `G m Q a - O m~mamo 4. Restricted Delivery? (Extra Fee) ? Yes 3 0 .2 w 2. Article Number 7011 2000 0002 5436 3417 Z ao ^ D (Transfer from service fad) PS Form 3811, February ~ 2004 Domestic R 1LT Receipt 102595-02-M-1540 3 ~ ~3 SENDER: COMPLETE THIS SECTION 0 0 ¦ Complete items 1, 2, and 3. Also complete A. Signature SD item 4 if Restricted Delivery is desired. aril ¦ Print your In and address on the reverse X ressee so that we um the card to you. B. R n Afs livery ? w o ¦ Attach this W ac to the back of the Tailpiece, or on the frontlif space permits. t a $ m y m 1. Article Addressed to: D. Is delivery dress different from Rem 17 13 Vetf If YES, enter delivery address below: ? No $ 3. m 3 $ 3 m ~ c f < Half Hollow Nursery Realty Corp. 624 Deer Park Avenue Dix Hills, NY 11746 Cert 3. seyertType s ified Mail ?Express Mail K 0 Registered JO/netum Receipt for Merchandi ? Insured Mail 0 C.O.D. - 4. Restricted Delivery? (Extra Fee) ? Y•!r ? 3 ? ? y 2. Article Number if < - 2. (transfer from service laud) 11 2000 0002 5436 2526 - Saag ~4 PS Form 3811, February 2004 astir Return Receipt - ?P.6e5-02 trFf6Ne 1 _ ~ N y~y I~ I~ I~ Ill fv O W 3 p~yw roman o p I. m p rt k mc 2g SENDER: COMPLETE THIS SECTION COMPI ITE THIS SECTION ON DELIVERY 1.4 w w ¦ Complete items 1, 2, and 3. Also complete A re w A o Rem 4 if Restricted Delivery is desired. / ° c n ro ¦ Print your name and address on the reverse --T Add'es.~e I-- I< p so that we can return the card to you. , B. Flecelved by (Printed Name) C. Date~ Nery ! '.0 0 Q m a < a ¦ Attach this card to the back of the mailpiece, - ` \ N 02 F p or on the front R space permits. D. Is deliw9y add aw different from Item 1? U yes ' - ° a 0 a ~ lab 1. Article Addressed to: If YES, enter delivery address below: 0 No 5 b » m v 30my'6 I ~ ~ m ~n ///~f ~}/fJ , 3. Type I Z 0) (MA v ` ~ ? ed Mail 0 Express Mail 0 Registered 4iftturn Receipt for Merchandise m ~~m K Eft /J 0 Insured Mail 0 C.O.D. a 0 D~m < n a lJl) UN 'y 0'' , AA~ //9yy 3 ]0 2. m e _ 4. Restricted Delivery? (Extra Fee) 0 Yes ? $ B 2. Article Number e if $ E (transfer from service law 7007 3020 0002 6834 1720 K _ PS Form 3811, February 2004 Domestic RetuT eceipt 1o25e5m-M-1500 _ NEW Ib~LGHVN ON • 1 Is p m t 099 Complete items 1, 2, and 3. Also complete l0 f $ item 4 if Restricted Delivery is desired. 0 Agent 3 ¦ Print your name and address on the reverse X 0 Addressee ig w so that we can return the card to you. v by( 'nted a e) C. D to of slivery I » 1 • n NEW ¦ Attach this card to the back of the mailpiece, - r(9 or on the front 0 space permits. as 1. Article Addressed to: s delivery address different from item 17 0 Y s 11 0 fa r. If YES, enter delivery address below: 0 No C r+1 o D w v mn o =.p CD o go +3 T. cn p e Sw.~ av O Cc p =0 - e~f~ FHVLLC $ b- a ~'yo~mm~ PO Box 1295 w v ~ 3 0 0' H Cutchogue, NY 11935 3. Service Type y p 0 $ "Ian IgCertiffed Mail 0 Express Mail z 3 a Ip Fr. egisfered Return Receipt for Merchandise S7 e m a T ? Insured Mall C.O.D. N A o. 4. Restricted Delivery? (Extra Fee) 0 Yes V O. p a p w L Is. Article Number - '.0 W <7 o $ O (trsnsfer from service label) 7011 2660 0002 5436 3172 Q 3 0018 a3 r _ _ o m a 9 PS Form 3811, February 2004 - oo gestic Return Receipt 1oz5ss-0z-M-1540 t. a u m • • m ¦ Complete items 1, 2, and 3. Also complete A Sig re ^ item 4 if Restricted Delivery is desired. X ? Agent _ ¦ Print your name and address on the reverse 0 Addressee so that we can return the card to YOU. Q. Receiv y (Printed Name) / C. Datof,Delivery ° p X P ¦ Attach this card to the back of the mailpiece, tJ~'V P- dfS i o g m or on the front if space permits. E Am < D. Is delivery address different from item 1? 0 Yes i _ - 1. Article Addressed to: If YES, enter delivery address below: 0 No r oo a !Eff !ff Olsen Gregory 0~0 Olsen Darlene i _ PO Box 158 3. Service Type ° 3 Laurel 11948 eIl l ;LP*WastCdl ? Registered stered Retwn flegdpl99rMWlrimndise ~ 0 Insured Mail 4. ResMCted Dsuwmarimi ? Yes 0 00 ` ? [3 2. Arr (asferr from rom service IebeQ 7011 2000 0002 5436 4636 trans 10259502-51.1540 PS Form 3811, February 2004 Domestic Realm Receipt n F O {SUT l9 n_ '0 52.3 3 z F'A {rY-r. mm ° y O) Lo N ON DELIVERY SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTIO I.. Ch S v$c?$ ¦ Complete items 1, 26:11 d 3. Also comp A. Signature 04~ , `p a g 3 n ro item 4 if Restricted ivery is desired. X A l',,n n G re m m " & 01 ¦ Print your name and address on the reverse 'aa'1""IIWW~~ uses CO °m d m a so that we can retum the card to you. livery 3 x m y'z`" ¦ Attach this card to the back of the mailpiece, ° 3 o m or on the front if space permits- o m o D. Is delivery address dill m item 1? Ye 3 o m y o 1. Article Addressed to: If YES, enter delivery a s w_ P B- 3 US m v ~ m m Schmidt Edward Schmidt Sharon - PO Box 263 3 Service Type p w x n - New Suffolk, NY 11956 Certified Mal 1? Express Mall a ? ? 91 a ? Registered INialum Receipt for Merchandise N In m°_ m $ ? Insured Mail ? C.O.D. $ $ ~i 4. Restricted Delivery? (Extra Fee) ? Yes io $ 6' 2. Article Number 7011 208 0002 5436 3141 (Transfer from service laW ? ~ ` PS Form 3811, February 2004 Domestic Ret~ n Receipt 102595-02-M-1540 09 S - a a ¦ Complete items 2, and 3. Also complete A. Signature Agent o m m G f item 4 if Restricted Delivery Is desired. ' ? Addressee ¦ Print your frame and address on the reverse ' - o 0 so that we can return the card to you. B. Receiv by (Printed Nam C. Date of D ry O ¦ Attach this card to the back of the mail piece, - 1 • ? K ? ?'~m ? ? or on the front if space permits. r ' ~ ? m t 4 .Y D. Is delivery address iffereM from hem 11 ? Yes ~ ¦ ¦ . tr 1. Article Addressed to: If YES, enter delivery address below: ? No O x0=.00 F G o o m » 3 t• Keating William z w r" a a m aME, Pocoroba Eileen ° X 3 -.3 2650 Delmar Dr 3. Service Type , w s 0 » Certified Mail ? Express Mail v0 7 c M ru Laurel, NY 11948 ? Registered ~S Return Receipt for Merchandise ry+ m m » y g 00 ?Insured Mall 9C.O.D. 4. Restricted Delivery? (Extra Fee) ? Yes 'r Sa0aD~ 2. Article Number 7011 2000 0002 5436 3349 ° ^w E (Transfer from service labe4 - 3 °c m 3 t ' at ' PS Form 3811, February 2004 Domestic eturn Receipt 102595-02-M-1540 R. .0 m ¦ Complete items 1, 2, and S. Also complete gn item 4 if Restricted Delivery is desired. ? Agent ¦ Print your name and address on the reverse ? Addressee so that we can return the card to you. a by ( Panted C. Date of Delivery ? w A m 11111115- E Attach this card to the back of the mailpiece, ( I_ p ?~'m w N or on the front if space permits. 2 m m°_ • d D. Is delivery address dWe?bq from RerA 1 ? Yes z 1. Article Addressed to: If YES, enter delivery addres ? No $ m is F" m 3: R a n Dubinsky Nikki ?gb a °z 1500 Aldrich Ln Laurel, NY 11948 ° 3 W- ppp h Mail ? Express Mail n a 3 C W- 0 Registered `~Peturn Receipt for Merchandise 3 ? Insured Mail ? C.O.D. A P F., N r< •4. Restricted Delivery? /Extra Feel ? Yes ? ~ ? ? ~ ~ ? ? o v Dn19 2. Article Number 7011 2000 0002 5436 4483 (Transfer from service label) - y B PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 z g r Il F Q v0Ct o D? w s. t G o . 3 EL 0 Frei ni 5 9,Z u »o COMPLETE THIS • • DELIVERY SENDER: COMPLETE THIS • i. x W 77 $ m0Fc~m A, Signature "zC O K 0 w m k b ¦ Complete items 1, 2, and 3. Also complete ? ...d,. t.l fb = A item 4 if Restricted Delivery is desired. X / rn yh CD " d m w III Print your name and address on the reverse 13 Addressee o w o $ ~L Jill, so that We Can return the card to YOU. B. Received by (Printed Name) C. ate o Delivery .p S n O N ¦ Attach this card to the back of the mailpiece, 00 0 g n or on the front if space permits. °m m m a D. Is delivery address different from Rem 17 es d w .z w t. 1. Article Addressed to: If YES, enter delivery address below: ? No m o 3 o Fa Zo,ogt. y3W 3t Hommel Jeanette C m m Route 25 0 @ m m PO Box 566 3. Service Type Laurel, NY 11948 Xcerefied Mail ? Express Mail 0 Registered NNRetum Receipt for Merchandise - - _ T ? Insured Mail ? C.O.D. o m Ky; 4. Restricted Delivery? (Extra Fee) ? Yes ? ? < [2. AMcleNUmber _ 7811 2000 0002 5436 3202 i m g - F" (Transfer from service labe4 _ - ; 3 R K. 3 ° Form 3811, February 2004 Domestic Re um Receipt 102595-02-M-1540 L Complete Items 1, 2, and 3. Also complete ' A. Signature item 4 if Restricted Delivery is desired. ? Agent o Print your name and address on the reverse X ? Addresses $ o = 'w^ 1 5o that we can return the card to you. S. Received by (Printed Name) C. ate f Delivery pX o ¦ Attach this card to the back of the mailpiece, M E f c or on the front If space permits. 8 ~ir D. Is del" address different from item 1? s y m e 1. Article Addressed to: If YES, enter delivery address below: 0 o 1 C') t7 n to ¦ ¦ ¦ Ic., 4 ~Oo N o 5~'9ov W m 0 33 W . ~ rill~ Jeanette C. Hommel x c 8 m E g°~-- P.O. Box 566 ° o m m ' " EL. Laurel, NY 11948 '3 Service Type Z t+ * oa; vii ~ Certified Mail ? Express Mail m m» n m ? Registered Or'Hetum Receipt for Merchandise N » e n ro 11 Insured Mail 11 C.O.D. N m 3 4. Restricted Delivery? (Extra Fee) 13 yes W $ m m a 2. Article Number Ln x m w `2 . (Transfer from servlcelaw _ 7011 2000 0002 5436 3134 ~~ajS W ~o $ PS Form 3811, February 2004 Domestic eturn Receipt - 102595-02-M-1540 y c $ 3 t a SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY m m m ¦ Complete Items 1, 2, and 3. Also complete A. sign ure item 4 if Restricted Delivery Is desired. ? Agent III Print your name and address on the reverse X A dressee so that we can return the card to you. S. Received b_ (P - tedNama C. D to o Delivery o m K p tv ¦ Attach this card to the back of the mail Iece, t or on the front if space permits. p CLLEN A r,[rflfilA) 17 O m n g W D. Is delivery address different from item 17 ? Yes - m m 1. Article Addressed to: If YES, enter delivery address below: ? No $ 2 3I ~-I m , $ E, Hagerman Ellen z n ' PO Box 278 P M ~ Zia Mattituck, NY 11952 a.`s.rviceType o 3 R~Certified Mail ? Express Mail M S 3 ? Registered eturn Receipt for Merchandise 0 Insured Mail ? C.O.D. y o 2. Articl 4. Restricted Detiveyl (Extra Fee) ? Yes $ e umber ` m 9,9 (transferNfrom service label) 7011 2000 0002 5436 3462 ° PS Form 3811, February 2004 Domestic Return Receipt 102595-02M-1 W m n C ~N o?Dm.-Dvin C - yroni w m 0-osd3 o3 mm. INK AV SENDER: COMPLETE THIS SECTION CGIvI-ETE THIS SECTION ON DELIVERY jI ¦ Complete items 1, 2, and 3. Also complete A. Signature C M o ' 9 0 item 4 'If Restricted Delivery Is desired. ? Agent R t 3 w ¦ Print your name and address on the reverse X ? Ad ~p N 7 ? o w d $ so that we can return the card to you. B. Received by (Printed Name) C. Date off!!;7 00 n 3 ° ~r ¦ Attach this card to the back of the mailpiece, or on the front if space permits. m 1. Article Addressed to: D. Is delivery address tlifferem from item 17 ? Yes x 0 1 If YES, enter deli d ? No 0 o 3 o rn t 3o m R o O ` W a 3 Denston Kenneth M P~ A0, M 0 it m PO Box 544 3. SeDfloa Type SD Laurel, NY 11948Certified Mall 17 Express Mail ? Registered -E3•Retum Receipt for Merchandise - ? Insured Mail ? C.O.D. 4. Restricted Delivery? (Extra Feel ? Yes m ? ? ' W < a m - 2. Article Number m c A (7iansfer from service label) 7 011 2000 0002 5436 4421 m e 'g^ 8 PS Form 3811, February 2004 Domestic Re' rn Receipt 10259502-M-1540 ro m n2 n m • • • • • 1 n ¦ Complete items 1, 2, and 3. Also complete A: SJG' - " P a ~r1 0. a m _ item 4 if Restricted Delivery is desired. X ? Agent ¦ Print your name and address on the reverse ? Addressee a o ~ 33 so that we can return the card to you. 8.,,,~~~iiieceived,by (PinNme) C. Date of livery - £ ¦ Attach this card to the back of the mailpiece, /[G,/T or on the front if space permits. / \ vC~ N - o ~g - D. Is delivery address different from tram 17 ? Yes ¦ ¦ ¦ t 1. Article Addressed to: If YES, enter delivery address below: ? No t" ,A, W A> R 0>0-0X ~r C X00 O o ow r533 t_ Bell Robert CD r c• m ' _ » o A~ Z- W Bell Nancy z " m H O ; PO Box 427 <fDD a 3. Service Type r n IQ CD a 3' '3 a Laurel, NY 11948 " I kCiertified Mail ? Express Mail rt ° m S a = s- 00 13 Registered -Return Receipt for Merchandise 2 m 3 n a- 0 Insured Mail ? C.O.D. y m a m a o 2 w t 4. Restricted Delivery? (Extra Fee) 11 yes ox o d w D 2. Article Number 3 a t (transfer from service label) 7011 2000 0002 5436 3554 0 o m o t 3 PS Form 3811, February 2004 Domestic Retur Receipt 10259502-M-1540 p1 -03 m m t ~ m m ¦ Complete items 1, 2, and 3. Also complete A. Signature item 4 if Restricted Delivery is desired. /livr~ ? Agent _ ¦ Print your name and address on the reverse X ? Addressee so that we can return the card to you. B. R~reived y (Panted Name) C. to of silvery ° P Pa X T _ ¦ Attach this card to the back of the mailpiece, ? ? < a. $ m or on the front if space permits. c. I ire D. Is delivery address erent from item 17 es c m N 0 1. Article Addressed to: If YES, enter delivery address below: ? No 1 < m C n Gordon Todd E 3 ? ? a Gordon Teresa o O 96 Hallock Landing Rd 3. Service Type „ 0 3 -t&Qerthled Mall ? Express Mail - 3 Rocky Point, NY 11778 ? Registered '`ikRe um Receipt for Memh ise m ? Insured Mail ? C.O.D. 'g 4. Restricted Delivery? (Extra Fee) ? Yes o ? 3 . 2. Article Number 7011 2000 0002 5436 4704 ° vo (Transfer from service label) f m PS Form 3811, February 2004 Domestic Return Receipt 10z;7;M-154o n m 7. 0 m Dn o Do vm()r N _ w w _I o of m =8 =533 I 5-d- AV COMPLETE THIS SECTION ON DELIVERY 11 'Z ¦ Complete items 1, 2, and 3. Also complete Si na re OV X ? 3 3 3 E item 4 if Restricted Delivery is desired. ? Agent f7 B d S ? $ r ¦ Print your name and address on the rever/ ? Addressee v0 O pis 3 ° O i. so that we can return the card to you. A B eceived by (Printed Name) C. Date of Delivery , W C » n d ¦ Attach this card to the back of the mailpiece, I~ . or <o or on the front if space permits. LL 1-1 J D'Ot' °m cdi ~ ra„ 1. Article Addressed to: D. Is delivery address different from item 1? El Yes 3 o y' D mwf If YES, enter delivery address below: ? No n 0 3 m o L C m omN' ` 3 t y . @ 3 r O'Neill Edward m O'Neill Sharon d 3600 Delmar Dr 3. Service Type urel, NY 11948 0 Registe ed ~eturn Receipt for Merchandise 0 C.O.D. M N - PO Box 441 -E 'fied Mail 11 Express Mail - - -[?azr La 4. Restricted Delivery? T~ ra Fee 1~^• ) 0 Yes 2. Article Number io $ ,0ti (ransfertromservicetabe) 7011 2000 0002 5436 3264 S m PS Form 3811, February 2004 Domestic ipt lozsss-0z-M-1540 t ¦ Complete item O s 1, 2, and 3. Also complete A. Si 01 0 8 V item 4 H Restricted Delivery is desired. ? Agent P ¦ Print your name and address on the reverse X so that we can return the card to you. Addressee m ¦ Attach this card to the back of the mailpiece, 0. R~ eiv Id by (Printed Name C. Date of Delivery S 2 fr or on the front if space permits. ifS ~UUOC~ ) ~ ~ ~ _ D. Is delivery address different from item 1? 0 yes - Z 1. Article Addressed to: If YES, enter delivery address below: ? No ' ¦ 111111 ¦ O °xo Mmo Hudock Thomas F < w ' 0 5 K 3 3 1L ~dK AV ~ Mulligan Elizabeth , n o d; m d t 4275 Great Peonic Bay Blvd 3. Service Type ° g ' a = 3 3 ee~ Laurel, NY 11948 Certified Mail ? Express Mail Z m i 3 a ro M ?Registered Return Receipt for Merchandise '•C "t 2 g $ ? Insured Mail 0 C.O.D. r••' n '53.=S 4. Restricted Delivery? (Extra F-ee) ? Yes V x u 4 W 2. Article Number w D (Transfer from service label) 7011 2000 0002 5436 4780 "m60 t - PS Form 3811, February 2004 Dourest' Return Receipt 36 T 8 t 102595-02-M-1540 m P .93 • • v. < m ¦ Complete items 1, 2, and 3. Also complete A. Signature 1 . " ~L I item 4 if Restricted Delivery is desired. " ? Agent ¦ Print your name and address on the reverse x ? Addressee I _ so that we can return the card to you. B. Received by (Printed Name C. Date of Delivery A d ¦ Attach this card to the back of the mailpiece, t 2 P m x or on the front if space permits. TIT ~-1~-I N E I-~~ I J ? ? = H m v! D. Is delivery address different from item 1? ? Yes 1 a N _ 1. Article Addressed to: I m g c = If YES, enter delivery address below: 0 No it P m ~ ~ n a Cook Catherine ' 1150 Delmar Dr a z Laurel' NY 11948 3 Service Type S o m = ' ,C rtffied Mail 0 Express Mail ffi P 0 Registered '115~etum Receipt for Merchan ; a = ? Insured Mail 0 C.O.D. m' F Y - p 4. Restricted Delivery? (Extra Fee) ? Yes S v 2. Article Number i O 0 0 0 (rrensfer from service label) 7011 2000 0002 5436 4520 $ o - PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M- Y8n Z `I I DELIVERY COMPLETE THIS ¦ Complete items 1, 2, and 3. Also complete net item 4 R Restricted Delivery ls desired. El Agent ¦ Print your name and address on the reverse / 0 Addressee so that we can return the card to you. 6 Received by (Printed Name) C. Date of D livery ¦ Attach this card to the back of the mailpieca, - or on the front H space permits. D. I delivery address different from item 17 ? Yes 1. Article Addressed to: If YES, enter delivery address below: 0 No Ilgin Sukru Po Box 547 3. Service Type Laurel, NY 11948 _Ja&tried Mail 0 Express Mail 0 Registered -Id'Return Receipt for Merchandise 0 Insured Mail 0 C.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes 2. Article Number 7011 2000 0002 5436 3370 (transfer from service Isbell PS Form 3811, February 2004 - TDomestic Return Receipt 102595-02-M-1690 ¦ Complete items 1, 2, and 3. Also complete A. Si ature item 4 if Restricted Delivery Is desired. ? Agent ¦ Print your name and address on the reverse Addressee so that we can return the card to you. B. Received by ntad Name) C. Date of 80very ¦ Attach this card to the back of the mailplece, 7 At J!5: or on the front if space permits. I- D. Is delivery address ci fAnt from item 1? 0 Yes 1. Article Addressed to: If YES, enter delivery address below: 0 No Laurel Links Cntry Clb Inc PO Box 307 3. Service type Laurel, NY 11948 pe used Mau ? Express Mail 0 Registered )RRetum Receipt for Merchandise 0 Insured Mail 0 C.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes 2. Anidar from 7011 2000 0002 5436 3486 (transfer from service law PS Form 3811, February 2004 Dpnleelio Return Receipt 102595-02-M-1540 9 0 AGRICULTURAL DATA STATEMENT 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 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 this form must be referred to the Suffolk County Planning Commission in accordance with Sections 239-m and 239-n of the General Municipal Law. Applicant Name: Laurel Links Country Club Address: P.O. Box 307, Laurel, NY 11948 Land Owner (if other than applicant): Same as Above Land Owner Address: Same as Above Description of Proposed Project: This amended site plan is for a proposed 5,000 sq. ft. addition to an existing 4,204 sq. ft. maintenance building & pump house on 154.7 acres in the A-C Zoning District. Property Location (road and tax map 6400 Main Road, ±1,000 ft. west of Bray Avenue and NYS Rt. 25, Laurel; SCTM#1000-125-4-24.23 Is this parcel actively farmed? Yes No Names & addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: 1. SCTM#1000-125-3-11: Jeanette C. Hommel, P.O. Box 566, Laurel, NY 11948 2. SCTM#1000-127-3-12: Half Hollow Nursery Realty Corp., 624 Deer Park Avenue, Dix Hills, NY 11746 3. SCTM#1000-125-3-10.1: Half Hollow Nursery Realty Corp., 624 Deer Park Avenue, Dix Hills, NY 11746 Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. 1/L Applicant/Agent Signature Date r #10992 STATE OF NEW YORK) ) SS: COUNTY OF SUFFOLK) Karen Kine of Mattituck, in said county, being duly sworn, says that she is Principal Clerk of THE SUFFOLK TIMES, a weekly newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 week(s), successfully commencing on the 3rd 3rd day of January, 2013. Principal Clerk Sworn to before me this day of 2013. CHRIS SKI - t1W 0fPWc E 7~.~-ItlaHaeo~FmGeHe Fieariug NOTARY PUBLIC-STATE OF NEW YORK NOTICE18 HEREBY GIVEN that, NO. ()I V06105050 pursuant to Section 276 of the Town Law and Article XXV of the Code of the HuOUHed in Sutlolk COuntY6 Town of Southold, a public hearing will MY Commlcdon Expliet FebnlOty 28, 2016 he held by the Southold Town Planning Board; at the Town Hall, Main Road, Southold, New York on the 14th day. of Jatidary,2013 on the question of the fol- lowing: 4-30 p.m. Proposed Site Plan . for the Laurel Links Maintenance Building Ad- dition located at 6400 Main Road, 3:1,000' vd ,Avguue. Al", ,V'l -0-24.23 4:32 p.m. Proposed Standard Subsli- visiob Bayberry Estates located on the wlsW Laurel Avenue;agproximately15W a/c Yennecott Drive, Southold, Tom ,,of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000.55-6-35 & 36,56-1-1 Dated: 12/18/12 BY ORDER OF THE SOLTTHOLD TOWN PLANNINGBOARD Donatd,3. WlceAski an 10.951-1T 173 • • MAILING ADDRESS: PLANNING BOARD MEMBERS O f S0 P.O. Box 1179 DONALD J. WILCENSKI yQ Southold, NY 11971 Chair lQ OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex KENNETH L. EDWARDS G • 54375 State Route 25 JAMES H. RICH IIIQ (cor. Main Rd. & Youngs Ave.) MARTIN H. SIDOR IiYCOUSouthold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Section 276 of the Town Law and Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 14th day of January, 2013 on the question of the following: 4:30 p.m. Proposed Site Plan for the Laurel Links Maintenance Building Addition located at 6400 Main Road, ±1,000' w/o Bray Avenue and NYS Rt. 25, Laurel, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000- 125-4-24.23 4:32 p.m. Proposed Standard Subdivision Bayberry Estates located on the w/s/o Laurel Avenue, approximately 150' s/o Yennecott Drive, Southold, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-55-6-35 & 36, 56- 1-1 Dated: 12118/12 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski Chairman PLEASE PRINT ONCE ON THURSDAY, JANUARY 3, 2013 AND FORWARD ONE (1) AFFIDAVIT TO THIS OFFICE. THANK YOU. COPY SENT TO: The Suffolk Times • Page 1 of 1 Kalin, Carol From: Candice Schott [cschott@timesreview.com] Sent: Tuesday, December 18, 2012 11:55 AM To: Kalin, Carol Subject: Re: Legal Ad for 1/3/13 Suffolk Times HI Carol, I have received the notice and we are good to go for the 1/3 issue. Thanks and have a great upcoming holiday! Candice From: <Kalin>, Carol <Carol.Kalin@town.southold.ny.us> Date: Tuesday, December 18, 2012 11:02 AM To: tr-legals <leaals@timesreview.com> Subject: Legal Ad for 1/3/13 Suffolk Times Please print the attached legal ad for the January 14, 2013 Planning Board Public Hearings regarding the Laurel Links Maintenance Building Addition and the Bayberry Estates Standard Subdivision in the January 3, 2013 edition of the Suffolk Times. An e-mail confirmation of receipt for our files will be appreciated. Thanks. Carol Kalin, Secretarial Assistant SoutholdTown Planning Board SoutholdTown Annex, 54375 NYS Rt. 25 P.O. Box 1179 Southold, NY 11971 Phone: (631)765-1938 Fax: (631)765-3136 Carol.Kalin t)town.southold.ny.us 12/18/2012 • • MAILING ADDRESS: PLANNING BOARD MEMBERS DF so P.O. Box 1179 DONALD J. WILCENSKI yQ Southold, NY 11971 Chair l0 OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex KENNETH L. EDWARDS co Q 54375 State Route 25 JAMES H. RICH III (cor. Main Rd. & Youngs Ave.) MARTIN H. SIDOR OIyC~U M,~ Southold, NY n11 Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Section 276 of the Town Law and Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 14th day of January, 2013 on the question of the following: 4:30 p.m. Proposed Site Plan for the Laurel Links Maintenance Building Addition located at 6400 Main Road, ±1,000' w/o Bray Avenue and NYS Rt. 25, Laurel, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000- 125-4-24.23 4:32 p.m. Proposed Standard Subdivision Bayberry Estates located on the w/s/o Laurel Avenue, approximately 150' s/o Yennecott Drive, Southold, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-55-6-35 & 36, 56- 1-1 Dated: 12/18/12 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski Chairman STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) CAROL KALIN, Secretary to the Planning Board of the Town of Southold, New York being duly sworn, says that on the 18th day of December, 2012 she affixed a notice of which the annexed printed notice is a true copy, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County, New York, to wit: Town Clerk's Bulletin Board Southold Town Hall 53095 Main Road, Southold, New York 1/14/13 Regular Meeting: 4:30 p.m. Public Hearing for the proposed Site Plan for the Laurel Links Maintenance Building Addition, SCTM#1000-125-4-24.23 4:32 p.m. Public Hearing for the proposed Standard Subdivision Bayberry Estates, SCTM#1000-55-6-35 & 36, 56-1-1 cQ~OSZL~ Carol Kalin Secretary, Southold Town Planning Board Sworn to before me this is day of I Qyyl kt? 2013. Notary Public MELANIE DOROSM NOTARY PUBLIC, State of New York No. 01004634870 Qualified in Suffolk County Commission Expires September 30, • MAILING ADDRESS: PLANNING BOARD MEMBERS ~QF SDI P.O. Box 1179 DONALD J. WILCENSKI Southold, NY 11971 Chair 411 OFFICE LOCATION: WILLIAM J. CREMERS H Town Hall Annex KENNETH L. EDWARDS 54375 State Route 25 JAMES H. RICH III MARTIN SIDOR CO (cor. Main Rd. & Youngs Ave.) U, Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 18, 2012 Mr. Jeffrey Butler, P.E. 206 Lincoln Street Riverhead, NY 11901 Re: Set Hearing: Proposed Site Plan for Laurel Links Maintenance Building Addition Located at 6400 NYS Rt. 25, ±1,000 ft. west of Bray Ave. and NYS Rt. 25, Laurel SCTM#1000-125-4-24.23 Zoning District: A-C Dear Mr. Butler: The Southold Town Planning Board, at a meeting held on Monday, December 17, 2012, adopted the following resolution: WHEREAS, on October 4, 2012, the agent for the applicant, Jeffrey Butler, submitted an application for site plan review; and WHEREAS, this amended site plan is for a proposed 5,000 sq. ft. addition to an existing 4,204 sq. ft. maintenance building & pump house on 154.7 acres in the A-C Zoning District, Laurel; be it therefore RESOLVED, that the Southold Town Planning Board sets Monday, January 14, 2013 at 4:30 p.m. for a public hearing regarding the site plan for the Laurel Links Golf Club, dated June 11, 2007 and last revised November 20, 2012, prepared by Jeffrey T. Butler, P.E. Please refer to the enclosed copy of Chapter 55, Notice of Public Hearing, in regard to the Town's notification procedure. The notification form is enclosed for your use. The sign and the post will need to be picked up at the Planning Board Office, Southold Town Annex. Please return the enclosed Affidavit of Postina alone with the certified mailina receipts AND the signed areen return receipt cards before 12.00 noon on Friday, January 11th. The sign and the post need to be returned to the Planning Board Office after the public hearing. 9 0 Laurel Links Page Two December 18. 2012 If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Very truly yours, 46a~2 Donald J. Wilcenski Chairman Encls. • 0 Southold Town Planning Board Notice to Adjacent Property Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for a Site Plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1000-125-4-24.23; 3. That the property which is the subject of this application is located in the A-C Zoning District; 4. That the application is for a proposed 5,000 sq. ft. addition to an existing 4,204 sq. ft. maintenance building & pump house on 154.7 acres. The property is located at 6400 Main Road, ±1,000 ft. west of Bray Avenue and NYS Rt. 25, Laurel; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. & NYS Rte. 25, Southold (2nd Fl., Capital One Bank). If you have any questions, you can call the Planning Board Office at (631)765-1938. Information can also be obtained via the internet by sending an e-mail message to: Carol. Kalin )town.southold.ny.us; The Planning Board Office will close at 11:30 a.m. on Monday, December 24 and re-open at 8:00 a.m. on Wednesday, December 26; and will also close at 11:30 a.m. on Monday, December 31 and re-open on Wednesday, January 2, 2013. 6. That a public hearing will be held on the matter by the Planning Board on Monday, January 14, 2013 at 4:30 p.m. in the Meeting Hall at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least five days prior to the date of such hearing in The Suffolk Times published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner Name: Laurel Links Country Club/Laurel Links Maintenance Building Addition Date: 12/18/12 0 AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing on I have sent notices by certified mail - return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Your Name (print) Signature Address Date Notary Public PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon, Fri., 1/11/13 Re: Proposed Site Plan for the Laurel Links Maintenance Building Addition SCTM#s: 1000-125-4-24.23 Date of Public Hearing: Monday, January 14, 2013, 4:30 p.m. Laurel Links Maintenance Building Addition SCTM# 125.-4-24.23 1. 125.-1-19.4 23. 125.-4-24.22 45. 126.-12-1 2. 125.-1-19.6 24. 125.-4-24.21 46.126.-12-2 3. 125.-1-19.7 25. 125.-4-24.20 47. 126.-12-3 4. 125.-1-19.5 26. 125.-4-24.19 48. 126.-12-4 5. 125.-1-19.2 27. 125.-4-24.18 49.126.-13-1 6. 125.-1-18 28. 125.-4-24.17 50.126.-13-2 7. 125.-1-17 29. 125.-4-24.16 51.126.-13-3 8. 125.-3-17.1 30. 125.-4-24.15 52.126,13-4 9. 125.-3-14 31.125.-4-24.14 53. 126.-13-5 10. 125.-3-13 32. 125.-4-24.13 54. 126.-1-4.1 11. 125.-3-11 33. 125.-4-24.12 55. 126.-1-5 12. 125.-4-20 34. 125.-4-24.11 56.126.-1-7.5 13. 125.-4-19 35. 125.-4-24.10 57. 126.-1-7.3 14. 125.-4-18 36. 125.-4-24.9 58. 126.-1-22 15. 125.-4-17 37. 125.-4-24.8 59. 126.-1-9 16. 125.-4-16 38. 125.-4-24.7 60. 126.-7-2 17. 125.-4-15 39. 125.-4-24.6 61. 126.-7-4 18. 125.-4-14 40.125.-4-24.5 62. 126.-7-5.2 19. 125.-4-13 41. 125.-4-24.4 63. 126.-7-6 20. 125.-4-12 42. 125.-4-24.3 64. 126.-7-9 21. 125.-4-11 43. 125.-4-24.24 65. 126.-7-10 22. 125.-4-10 44. 125.-4-24.25 66. 126.-7-13 Laurel Links Maintenance Building Addition SCTM# 125.-4-24.23 67.126.-7-14 89.128.-3-2 68. 126.-10-1.6 90. 128.-3-3 69. 126.-10-1.4 91.128.-3-13 70. 126.-10-1.2 92. 128.-3-14 71.126.-10-18 93.128.-3-15 72. 126.-10-19 94.128.-3-16 73. 126.-10-20 95.128.-3-17 74.126.-10-21 96. 128.-3-18 75. 126.-10-23.1 97.128.-3-19 76. 126.-10-24 98.128.-3-20 77. 126.-10-25 78.127.-4-16 79. 127.-4-17 80. 127.-4-18 81.127.-4-19 82. 127.-4-20 83. 127.-4-21 84. 127.-4-22 85. 127.-4-23 86. 127.-4-24 87. 127.-4-25 88.128.-3-1 31 ! FAR p0. NO 'W-08O1 \ ••J 16A SEE SEC. NO. p~ W.1601 FOR BLL NO. 13101-0t1 061801 SEE SEC. NO. g634L+! 121-0]-014 / / cw.mr V ttsTUt ° i / 5 51ig1 ~ LAUREL LAKE 5 SO' e, t 1 1 FOR SP ~ NO, I/ s 0G C624413 a0_BA 121-0 07 I I 12C,{ CAIIN,V OF SUFFOV 083309 \ B 5.2 B 1 IA 1S \ m m t zba \ osezaT i a ~ , aV03 \ sznm ti-lom. oci z' O. 11! osoaw ,y 64 n 01-041+ A11)' n TSA 04 6~c1 31 \ M11m M rv 69. 6 STATEOF NEWYORK .y cl SIP 335 10.6A KIFO, ~I TOWTI K Sql ! s 171' 11 - ml p znA(9 1 ni5\\ q~ 9 O 10 F 6 10 I ,\6 \ 0 233 - 11A(Q m Y~ M1 P=OUNnoFSVrnx m Imii M1~l CE1 IawExF/YAlrsl m ~ ~ 4Ajcl w 1 M1:4 0 It 9 to I, p I Ic M1~ M1`e 6 ROM*'csml/Ralu 61 112A I A ,,1 \ i rc,\ R 9 ~ ,o o m r iin 8 ze C, e M(c) ,3 \ MATTITUCK PARK M1-\~ A~~+c\ - gS,HILT z6 101 ea 11.sVq `tea t m ~I eWc) PO Ts A ,II _ IAORELCOMMON 22 ~O \ 15 Swc) F SCHOOEOIS,RICT NO. 1 3.a1YQ \1 43\ \ j4 C es4nses (T 44 \ ,;MFI ,~Y F2HIARR , l 3 2.SA(C) y ~O OP A P J6~ A. S d ~2 A 45 2 R\ y 3 ta]A i P a Prnw orsam,an ,6 AEl£LP°~El„NTiMl31 ,Pi` aG~y a " 4 z 1A(c) s ,o- p 'p FOR PCI. NO. O FOR PCL NO. 23 SEE SEC. NO. SEE SEC. NO. 11.5A(c) 127-M 011 Q 12]-0,-001 yy rvnsm -NE ]]i - / EI EMTCH MTCH I'a "4 m p mr ao0 Or [is ssm~ _ MATCz_LINE MATCH -Z- --LINE X00 WMH LINE r ~ i rtq a0o ~ v A ' a f S 4 `3 Q' 9~t l~A m I .J 3 $ 6 q. u00 bl J b'$' 1 \ ° b i b ab gyn. VIA I x ! E F f P lp l > ?j ~S Ae a . ui a .J - 'E~u 0 e \ J 2\ S a. ~ B M' y0 )p 11 A `i i' 5 P ~ ~ \Y ) n ~ w b lj \ ~ \ 'o rev '~9 i ° i w ~ > P ~ I . - ~\n. @s h .5l \ COY C \~4n 4 ' Ip J 'ro 10.1 pp 9 w 00 \ b ` ~ ~ C_ f ~l m s Co ' as a A 10 c0 v ti,~ \ AO P \ ~7 o \ Y 'e ~t SEE 6EG.N0. 1~~ ,FiM-WZ.9 ,P °6]RO] 10016 3.1 \ 1406' S] 061006 1 tx-n,6 rrmsu. BA h 514(.) 49 t.01-t, Rvsmv. ro ~ Z ~ 0 6, e +i RN°.s61 y~ ~ ~ \ ~ R J N O 1.]A(G t3Wd 21 \ 1 14.64 39JA P 3 'po 4A Im960 0,4 l ~'S 4uP 16" 0* 65 P 0 16 ^ S. G {'m 4A .w ~ 4t ^A w i ' b . w\. p w 60P ~ q• A ~ 6 P d Q rn ~ A ~ ,6 ~ 44 ~S ~ • w Ns 9 ~ ~ M1 y I n rx A w wI 1 - ~ m nn 1~ nn ~ w~ ~ • 4 ~ b y L ~ s o e 0 FOR SEC NO. SEE SEC NO. q 129-01 MI v 'a wlcn ~ urvE c QA - :os Dot'. ^1q, / 2$ qF ? @ / bq pu . ~ / W ° 4 ~ SEE SEC, NO. 127 3 (T ti LINE C° B MATCH SIN 9 gs a / IMTLX-_ y^ i - s _ e c a' y~9 g" s oi. ~ O ~m~ S .C.Oo ~ ° ~y ~ F°' ~ 8 0 lap woo vnR C\v. sd F d ° doo O tl ~ ~ A` u ~ LVp°9 q LV~^y of t\~ ti \ cu ~ tp`C \ ~ ..,\a a b 1. aFppMc , ° O V b 8 \ e NJ \a Bq y ~ ~`p~i asum ~@qN / "dam u su w - Ll liq eo b C.D. es AGRICULTURAL DATA STATEMENT 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 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 this form must be referred to the Suffolk County Planning Commission in accordance with Sections 239-m and 239-n of the General Municipal Law. Applicant Name: Laurel Links Country Club Address: P.O. Box 307, Laurel, NY 11948 Land Owner (if other than applicant): Same as Above Land Owner Address: Same as Above Description of Proposed Project: This amended site plan is for a proposed 5,000 sq. ft. addition to an existing 4,204 sq. ft. maintenance building & pump house on 154.7 acres in the A-C Zoning District. Property Location (road and tax map 6400 Main Road, ±1,000 ft. west of Bray Avenue and NYS Rt. 25, Laurel; SCTM#1000-125-4-24.23 Is this parcel actively farmed? Yes No Names & addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: 1. SCTM#1000-125-3-11: Jeanette C. Hommel, P.O. Box 566, Laurel, NY 11948 2. SCTM#1000-127-3-12: Half Hollow Nursery Realty Corp., 624 Deer Park Avenue, Dix Hills, NY 11746 3. SCTM#1000-125-3-10.1: Half Hollow Nursery Realty Corp., 624 Deer Park Avenue, Dix Hills, NY 11746 Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. Applicant/Agent Signature Date 06}200 e/ V\SEE SEC. No. tssorms.t 061DM ~ w L/)~ Jry 1]5010~3 ~m1&w g 061408 3.1 02. 2" 3.3 -0L11 sEnt ryy s]Nu CI ~ P. ,1 'A 071 2A C~ o7 2 2 5 • 1,M(C rmimle 8'i 69"A(c) RAS OA O tU(q 4se.us 1.3yc) z+ 14,M W,7A °110 ea ~ O ,d- 16en \•l Qom, ?y '°eP \I 65 o~ ~ P nn A A M1N / S 51 6 G( ,6 ~ c, ~ e a6,P~" m sin ~ e \ M1• 9A 9 ~ 6P ~P A Q 0 ~ M l~'S • N 6A 3 y ~ I \ ~ M1 A m M1 G ~ O 'R ~ T CyO/i sG~ w It 6 ~O A 'ro !Q 'H ~ e w mO ° y o O \ \ Y~ W SCR No. \ A \1\ SEE SEE SEC. NO. q tzsm-rot \O \ MpTCN ~ uNE 0]-0601 \ d 1.M FO<, VLNO. 01-0601 FOR PCL NO. SEE SEC. NO. p~ 061001 SEE SEC. NO. 1 II1-04U11 Q. 0624-01 12l-0] 14 / Ogpry G'r. a1 ~ y1 ° a1F41" LAUREL LAKE Oi11-02 1 FOR PCL NO. I 54 W2~ 48 SEE SEC. NO. . 061203 COUNTY OF OF SUFFOII( 1210076 O6T M r ` \ P \ 2 9144 0 50011 \\\4 , B 1 A 1116ue \ s+ 9 26as ~G~,O \ N to coca ~ B m s 060x 0T 161601 ol 11 ao-zTae p u.loae < yV?' Q. 11 oso nv \ 18A GJ 14 M(l) M11x w d T6 \ 223 63 STATE OF NEW YORK i nN~' M1 a.lmo IGAA OWN Maw pF ~p FxNwq B 11r 41 1q m~ 20A (C) a` I s, 6 d ry R 4Md) M1A P i 0 d ``AVLI 1ta 20W I'No g N ryw of x m ~1 [etaP9lExrNG1R1 „ m d '~a M1 an d ° J O ~ 1 M154 O I 6 B d 64 n N 6 \ q. B 11 IA 1t ^N'~ B N Oev6P°YBIF2WIS Zpp 113A M1 z ~ d I pM 41 y\M1 ~ 7 N B `'ypt\ 1\`. B 9 ry~0 B nl P 21A IV63 J 2S C2TTT PARK tSISTRIGT 23 101 A eon - 11SNO e','. ;x_dA f a 17 4 M1 5 bw(q ' X22 1 ¢~.ann T y3 , 4 a 4.4 \ IAM°I1' ap' 2.5A(c) 1. Ai 4 as P £ 3 10,3A • -q N' rrowxoFmmro1u ~.(n (P O/ y\ .`Yd. 1.1 ,6 0 oerx,ovxFNrxcxrs~ .C~ vT i ,p z1A(K) ~L g yo , h A B F~ FOR xL. NO FOR SEC NO. A 23 SEE SEC. NO. 5 . 127-01 NO. 115A(c) 127 M-011 .2 'Y E MATCH a MATCH LINE MATCH SEE SEC. NO 127 0 Town of Southold PC/Codebook for Windows § 55-1. Providing notice of public hearings. [Amended 6-3-2003 by L.L. No. 12-20031 Whenever the Code calls for a public hearing this section shall apply. Upon determining that an application or petition is complete, the board or commission reviewing the same shall fix a time and place for a public hearing thereon. Notice relating to a public hearing on an application or petition shall be provided as follows: A. Town responsibility for publication of notice. The reviewing board or commission shall cause a notice giving the time, date, place and nature of the hearing to be published in the official newspaper within the period prescribed by law. B. Applicant or petitioner responsibility for posting and mailing notice. An application or petition, initiated, proposed or requested by an applicant or petitioner, other than a Town board or commission, shall also be subject to additional notice requirements set forth below: (1) The applicant or petitioner is required to erect the sign provided by the Town, which shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing. The applicant, petitioner or his/her agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. (2) The applicant or petitioner is required to send notice to the owners of record of every property which abuts and every property which is across from any public or private street from the property included in the application or petition. Such notice shall be made by certified mail, return receipt requested, posted at least seven days prior to the date of the initial public hearing on the application or petition and addressed to the owners at the addresses listed for them on the local assessment roll. The notice shall include description of the street location and area of the subject property, nature of relief or approval involved, and date, time and place of hearing. The applicant, petitioner or agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. 1 LAUREL LINKS COUNTRY CLUB AMENDED SITE PLAN FOR THE LAUREL LINKS MAINTENANCE BUILDING ADDITION 1000=125=4-24.23 Proposal 5,000 sq. ft. addition to an existing 4,204 sq. ft. maintenance building & pump house on 154.7 acres in the A-C Zoning District. MONDAY - JAN. 14, 2013 - 4:30 P.M. i i Pct MTi ~C 6MATTITUCK FIRE DISTRA < PO BOX 666, PIKE STREET 6 MATTITUCK, NEW YORK 11952-0666 Commissioners Lloyd H. Relsenberg, Chairman John C. Harrison, Secretary Barbara Dickerson, Treasurer William G. Young, Vice Chairman David F. Haas Warren W. Jackson Greg Dickerson December 12, 2012 Southold Town Planning Board Attn: Brain Cummir.n,s P 0 Box 1179 Southold, NY 11971 Re: Proposed Co-location Site Plan: Laurel Links Maintenance Building Addition SCTM#: 1000-125-4-25.23 Dear Mr. Cummings; The Board of Fire Commissioners of the Mattituck Fire District reviewed the above mentioned site plan at their regular meeting on December 11th, 2012; with the purpose to answer your questions. The Board of Fire Commissioners recommends that all drives and entry ways meet Southold Town Code (280-109c). If you require any additional information please do not hesitate to contact me. ( Sincerely, John C. Harrison Secretary/Fire District Manager cc: Board of Fire Commissioners Chief Office (631) 298-8837 Facsimile (631) 298-8841 • -mil ~Y ~G 6'11 $~FFQCX SCOTT A. RUSSELL JAMES A. RICHTER, R.A. SUPERVISOR MICHAEL M. COLLINS, P.E. TOWN HALL - 53095 MAIN ROAD y„ Tel. (631) - 765 - 1560 TOWN OF SOUTHOLD, NEW YORK 11971 Fax. (631) - 765 - 9015 -lysl ~ ~.a0 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Donald J. Wilcenski December 7, 2012 Chairman - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re: Laurel Links Maintenance Building - Revised Site Plan SCTM 1000 -125 - 04 - 24.23 Dear Mr. Wilcenski: As per a request from your office, I have reviewed the amendment to the Laurel Links Site Plan for the construction of a 5,000 SF Maintenance Building. This Site Plan has been prepared by the office of Jeffery T. Buttler and has been dated 6/11/07 with a most recent revision date of 11/20/12. Please consider the following: 1. The drainage calculations, proposed drainage system and erosion & sediment control practices provided by the Site Plan meet the minimum requirements of Chapter 236 for Stormwater Management. 2. The Applicant / Contractor must notify the Town Engineering Department at least48 hours prior to commencement of construction to establish a site inspection schedule. The Site Plan, as prepared, meets the minimum requirements of Town Code. If you have any questions regarding this review, please contact my office. S' c rely, aDies A. Richter, R.A. Cummings, Brian A. From: Fisher, Robert Sent: Wednesday, December 05, 2012 10:10 AM To: Cummings, Brian A. Subject: LL Maint Barn Brian. I have no objections or modifications to the site plan for Laurel Links addition to the Maintenance Barn. Robert Fisher Fire Inspector robert.fisher@town.southold.nv.us (631) 765-1802 DEC - 5 2012 t • • MAILING ADDRESS: PLANNING BOARD MEMBERS OF soarp P.O. Box 1179 DONALD J. WILCENSKI Southold, NY 11971 Chair - h~ lQ OFFICE LOCATION: WILLIAM J. CREMERS 4 4 Town Hall Annex KENNETH L. EDWARDS G Q 54375 State Route 25 JAMES H. RICH III (cor. Main Rd. & Youngs Ave.) MARTIN H. SIDOR COUSouthold, NY f111 Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 3, 2012 Mr. Jeffrey T. Butler 206 Lincoln Street Riverhead, NY 11901 Re: Site Plan for Laurel Links Maintenance Building Addition SCTM#1000-125.-4-24.23 Dear Mr. Butler: I am writing as a follow-up to the recent submission of nine (9) site plans dated June 11, 2007 and last revised November 20, 2012. The Planning Board has formally accepted the above-referenced site plan for review. The Planning Board, its Staff, Town departments and relevant agencies will provide additional comments following full review. If you have any questions regarding this site plan or its process, please do not hesitate to call this office. Very truly yours, Brian A. Cummings Planner PLANNING BOARD MEMBERS MAILING ADDRESS: DONALD J. WILCENSKI ~OF SO(/ly Box 11 1 Chair Southold, NY 11971 WILLIAM J. CREMERS OFFICE LOCATION: Town Hall Annex KENNETH L. EDWARDS G Q 54375 State Route 25 JAMES H. RICH III • O MARTIN H. SIDOR (cor. Main Rd. & Youngs Ave.) IYCOO Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Damon Rallis, Code Enforcement Officer Robert Fisher, Fire Marshall From: Brian Cummings, Planners Date: December 4, 2012 Re: Proposed Site Plan for Laurel Links Maintenance Building Addition Located at 6400 NYS Rt. 25, ±1,000 ft. west of Bray Ave. & NYS Rt. 25, Laurel SCTM#1000-125-4-24.23 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This amended site plan is for a proposed 5,000 sq. ft. addition to an existing 4,204 sq. ft. maintenance building & pump house on 154.7 acres in the A-C Zoning District, Laurel Thank you for your cooperation. MAILING ADDRESS: PLANNING BOARD MEMBERS O~ Q f soP.O. Box 1179 DONALD J. WILCENSKI y Southold, NY 11971 Chair JL .IL OFFICE LOCATION: WILLIAM J. CREMERS T T Town Hall Annex KENNETH L. EDWARDS G Q 54375 State Route 25 JAMES H. RICH III (cor. Main Rd. & Youngs Ave.) MARTIN H. SIDOR ~iyCOU' Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 3, 2012 Mr. John Harrison c/o Mattituck Fire District P.O. Box 666 Mattituck, NY 11952 Re: Request for review: Proposed Site Plan for the Laurel Links Maintenance Building Addition Located at 6400 NYS Rt. 25, ±1,000 ft. west of Bray Ave. & NYS Rt. 25, Laurel SCTM#1000-125-4-25.23 Dear Mr. Harrison: 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 amended site plan is for a proposed 5,000 sq. ft. addition to an existing 4,204 sq. ft. maintenance building & pump house on 154.7 acres in the A-C Zoning District. Please contact me at (631)765-1938 if you have any questions. Thank you for your cooperation. Sincerely, Cl Co Brian Cummings Planner Encls.: Site Plan Application Site Plan Building Specifications +t i MAILING ADDRESS: PLANNING BOARD MEMBERS ~F SOUjo P.O. Box 1179 DONALD J. WILCENSKI y Southold, NY 11971 Chair h~ lQ i, OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex KENNETH L. EDWARD5 G Q 54375 State Route 25 JAMES H. RICH III (cor. Main Rd. & Youngs Ave.) MARTIN H. SIDOR COMM y~ Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Scott A. Russell, Supervisor Members of the Town Board Elizabeth A. Neville, Town Clerk cc: Town Attorney From: Brian Cummings, Planne\ Date: December 3, 2012 Re: Proposed Site Plan for Laurel Links Maintenance Building Addition Located at 6400 NYS Rt. 25, ±1,000 ft. west of Bray Ave. & NYS Rt. 25, Laurel SCTM#1000-125-4-25.23 The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This amended site plan is for a proposed 5,000 sq. ft. addition to an existing 4,204 sq. ft. maintenance building & pump house on 154.7 acres in the A-C Zoning District. Thank you for your cooperation. r • J • MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 DONALD Chi LCENSKI SOUj~QIO Southold, NY 11971 'J OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex KENNETH L. EDWAR,DS G Q 54375State Route 25 JAMES H. RICH III (cor. Main Rd. & Youngs Ave.) MARTIN H. SIDOR QIyCO Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Department of Health Services From: Brian Cummings, PlanneM,) Date: December 3, 2012 Re: Site Plan Application review - • Request for Comments pursuant to Southold Town Code §280-131 • SEQR Lead Agency Request • Coordinated Review under SEQR The purpose of this request is to seek comments from your agency. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; and 4. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. 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: Laurel Links Maintenance Building Addition Address: 6400 NYS Rt. 25, Laurel Tax Map* 1000-125-4-24.23 Requested Action: This amended site plan is for a proposed 5,000 sq. ft. addition to an existing 4,204 sq. ft. maintenance building & pump house on 154.7 acres in the A-C Zoning District. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings (631) 765-1938 Enclosures: • Site Plan Application Form • Site Plan(s) • Environmental Assessment Form 2 • . MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 DONALD J. LCENSKI OF SD(/TyOlO Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex KENNETH L. EDWARDS G • 54375 State Route 25 JAMES H. RICH III (cor. Main Rd. & Youngs Ave.) MARTIN H. SIDOR ~.ycouffm Southold, NY Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: James Richter, Engineering Inspector From: Brian Cummings, Planne~ Date: December 3, 2012 Re: Site Plan for Laurel Links Maintenance Building Addition Application Name: Laurel Links Maintenance Building Tax Map Number: 1000- 125-4-24.23 Location: ±1000' west of Bray Ave. & NYS Rt. 25, Laurel Type of Application: Sketch Subdivision Map (Dated: ) Preliminary Subdivision Map (Dated: 1 Final Subdivision Map (Dated: 1 Road Profiles (Dated: 1 Grading and Drainage Plans (Dated: 1 Other (Dated: 1 l Site Plan (Dated: 11/ 20/2012) Revised Site Plan (Dated: 1 Grading and Drainage Plans (Dated: ) Other (AS BUILT) (Dated: 1 Project Description: This amended site plan is for a proposed 5,000 sq. ft. addition to an existing 4,204 sq. ft. maintenance building & pump house on 154.7 acres in the A-C Zoning District. Thank you for your cooperation. PLANNING BOARD MEMBERS MAILING ADDRESS: pF SOUr~, P.O. Box 1I79 DONALD J. WILCENSKI ~~~a Old Southold, NY 11971 Chair WILLIAM J. CREMERS OFFICE LOCATION: Town Hall Annex KENNETH L. EDWARDS wQ 54375 State Route 25 JAMES H. RICH III - ~O MARTIN H. SIDOR O (cor. Main Rd. & Youngs Ave.) Cow Southold, NY Telephone: 631 765-1936 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Damon Rallis, Code Enforcement Officer Robert Fisher, Fire Marshall From: Brian Cummings, Planner G Date: December 3, 2012 Re: Proposed Site Plan for Laurel Links Maintenance Building Addition Located at 6400 NYS Rt. 25, ±1,000 ft. west of Bray Ave. & NYS Rt. 25, Laurel SCTM#1000-125-4-25.23 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 conversion of an existing 3,200 s.f. building to include a 1,244 s.f. retail convenience store and 1,956 s.f. of storage space on a .68 acre parcel in the General Business (B) Zoning District. Thank you for your cooperation. MAU.JNG ADDRESS: PLANNING BOARD MEMBERS V S0P.O. Box 1179 DONALD J. WILCENSKI - ~0~~ TyOIO Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM S - - Town Hall Annex KENNETH L L. EDWAR DWARDS G Q 54375State Route 25 JAMES H. RICH III (cor. Main Rd. & Youngs Ave.) MARTIN H. SIDOR yCQOSouthold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Brian Cummings, Planne~ Date: December 3, 2012 Re: Proposed Site Plan for Laurel Links Maintenance Building Addition Located at 6400 NYS Rt. 25, ±1,000 ft. west of Bray Ave. & NYS Rt. 25, Laurel SCTM#1000-125-4-25.23 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 amended site plan is for a proposed 5,000 sq. ft. addition to an existing 4,204 sq. ft. maintenance building & pump house on 154.7 acres in the A-C Zoning District. Thank you for your cooperation. MAILING ADDRESS: PLANNING BOARD MEMBERS o f so P.O. Box 1179 DONALD J. WILCENSKI ~0~ yQIO Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex KENNETH L. EDWARDS GQ 54375 State Route 25 JAMES H. RICH III 'icy ~O MARTIN H. SIDOR I~C~U (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Brian Cummings, Planne~ Date: December 3, 2012 Re: Site Plan for Laurel Links Maintenance Building Addition Located at 6400 NYS Rt. 25, ±1,000 ft. west of Bray Ave. & NYS Rt. 25, Laurel SCTM#1000-125-4-25.23 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This amended site plan is for a proposed 5,000 sq. ft. addition to an existing 4,204 sq. ft. maintenance building & pump house on 154.7 acres in the A-C Zoning District. Thank you for your cooperation. Encls: Site Plan Application Site Plan Submission Without a Cover Letter Sender: 1~/~ (Z Subject: tA"~VVu [4&JV, SCTM#: 1000 - I- Z-5 - O 4- • • 227 Date: it , f2o, I Z Comments: MAILING ADDRESS: PLANNING BOARD MEMBERS SOP.O. Box 1179 o~~OF DONALD J. WILCENSKI Southold, NY 11971 Chair y ~ OFFICE LOCATION: WILLIAM J. CREMERS T Town Hall Annex KENNETH L. EDWARDS G Q 54375 State Route 25 JAMES H. RICH III (cor. Main Rd. & Youngs Ave.) MARTIN H. SIDOR COUSouthold, NY fl l , Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 9, 2012 Jeffrey T. Butler, P.E. 206 Lincoln Street Riverhead, NY 11901 Re: Site Plan for Laurel Links Maintenance Building Addition 6400 NYS Rt. 25, ±1,000 ft. west of Bray Avenue and NYS Rt. 25, Laurel SCTM#: 1000-125-4-24.23 Dear Mr. Butler: I am writing as a follow-up to the Work Session held on November 8, 2012 where the Planning Board found the above-referenced site plan application incomplete. The application cannot be accepted for full review until the following requirements are met and submitted directly to the Planning Department: 1. Provide all setback distances from the proposed building to the nearest property line pursuant to the Town Code Bulk Schedule for Residential Districts (A-C Zone). 2. Provide a separate site plan sheet to include all buildings and uses within 200' of the nearest property lines found to the northwest and south of the proposed building. It is not necessary to provide all buildings and uses within 200' from the entire subject parcel as required by Town Code. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office. Very truly yours, Brian A. Cummings Planner • 0 WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Thursday, November 8, 2012 2:30 p.m. Executive Board Room, Town Hall Annex 2:30 p.m. Applications Project name: Bayberry Estates SCTM#: 1000-55-6-35, 55-6-36, 56-1-1 Location: on the west side of Laurel Avenue, approximately 150 feet south of Yennecott Drive in Southold Description: This proposal is for a Standard Subdivision of a 50 acre parcel into 18 lots and two (2) open space parcels where the lots range in size from 28,235 s.f. to 36,400 s.f., with the open space parcels totaling 35 acres, excluding the wetlands in the R-80 Zoning District. Status: Conditional Preliminary Approval Action: Review submitted materials and referral responses. Attachments: Staff Report Project name: Cutchogue Business Center SCTM#: 1000-83-3-4.6 Location: 12820 Oregon Road Cutchogue Description: This proposal is a Standard Subdivision of a 6.10 acre parcel into five lots where Lot 1 equals 1.29 acres, Lot 2 equals 0.92 acres, Lot 3 equals 1.47 acres, Lot 4 equals 0.92 acres, and Lot 5 equals 1.06 acres, located': in the LI Zoning District. Status: Pending Action: Review design concepts. Attachments: None Project name: Terry Farm SCTM#: 1000-19-1-8.4 Location: 32210 Route 25, ±590' west of Windward Road & NYS Rt. 25, Orient Description: This site plan is for the proposed construction of a 4,320 s.f. agricultural storage building in a 2.6 acre building envelope on a 32 acre agricultural parcel in the R-80 Zoning District. Status: Pending . . Action: Review comments from referrals. Attachments: Staff Report Project name: Laurel Links Maintenance Building SCTM#: 1000-125-4-24.23 Addition Location: j 6400 Main Road, ±1,000 ft. west of Bray Avenue & NYS Rt. 25, Laurel Description: This amended site plan is for a proposed 5,000 sq. ft. addition to an existing 4,204 sq. ft. maintenance building & pump house on 154.7 acres. in the A-C Zoning District, Laurel. Status: New Application 1 Action: Completeness Review Attachments: Staff Report Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Architectural and Engineering Services Riverhead, NY 11901 Tel: (631) 208-8850 Fax: (631) 727-8033 October 3, 2012 VIA HAND DELIVERY OCT - 4 2012 Southold Planning Department Town of Southold Town Hall Annex 54375 Route 25 Southold, NY 11971 RE: Proposed Maintenance Building Addition - Laurel Links Country Club SCTM: 1000-0125-04-24.23 To Whom It May Concern: Enclosed please find an amended site plan application for a proposed 5,000 Sq. Ft. addition to the existing Maintenance Building & Pump House. If possible, we would like to be placed on the calendar for the October 22, 2012 Work Session. Should you have any questions, please do not hesitate to call this office. Sincerely, Jeffrey T. Butler, P.E. Enclosures SITE AN STATUS REPORT SITE PLAN TYPE: AMENDED NEW WITHDRAWN INCOMPLETE PROJECT NAME: LAucd L ok Nn ZONEI: C ZONE2: ZONE3: LOCATION: bypp /U yS ET: SCTM# 1000 - 12,5 - 4 - 24 23 Lao(d OWNER NAME: Lma_ (ju TEL# a4 - b APPLICANT NAME: TEL# AGENT NAME: T '~o}Ae( TEL# (b7Ll)ao - sg5o PROJECT DESCRIPTION: - - EXISTING USE: PROPOSED USE: Inuneccw zb1 CT CAL) a S BUILDING DEPAR OTICE: S/P REQUIRE Y R N ZBA APPEAL REQUIRED Y OR N PRE-SUBMISSION CONFERENCE (WITHIN 30 DAYS OF WRITTEN REQUEST) NOTES: - INFORMAL REQUEST FOR REVISIONS: - - APPLICATION RECEIVED DATE: O APPLICATION PROCESS DATE: _ PAYMENT RECEIVED: AMOUNT RECEIVED:$_ 750 NEW SP: $500JACRE &.10/SF, AMENDED SP: 25 .101SF, AGRIC SP: FLAT $500 5CXDY FEE AMOUNT: .00 X S C~ }+($.10 X OCR SF=$ ) NEW APPLICATION WORK SESSION (WITHIN 10 DAYS OF RECEIPT), PB ACCEPTED Y O N APPLICANT ADVISED OF NECESSARY REVISIONS (WITHIN 30 DAYS OF REVIEW) BUII,DING DEPARTMENT iv1EEETING 100-254B3 (WITHIN 30 DAYS) NOTES: - REVISED SUBMISSIONRECEIVED: De - NOTES: Arco" kQt REFERRED AGENCIES: aViTH MAPS=W/P) ~ _ STZBA_,STBD_?,STC?B ?]HSTBT_JSTE?-JSCDAS~,NySDEC-USACORPS_,NySDOT_, SCWASCPD ?,SCDPW_,LWRP_V_- NSESNOTES LEAD AGENCY : TOSPB: _ AAVQSW: PAATI_ TES:. - - PART 3 , SHOAT AAF,LONG EAF NO - ACTION TYPE: COORDINATED:- UNCOORDINATED: REFERREp TO: STZBA_7STBD_,S70RB_. JH_~ (TYPE7:_ TYPE2:_UNLISTED:_) STBT STE ,SCDHS_,-TbD G_,USAC0RP5_,N_Y D0TSCWA_, SCPD_, SCDPW SEQRA DETERMINATION :NEG DE y R N, N(' L APPROVALS REQUIRED: REFERRED DATE NOTES APPROVAL DATE ARCHITECTURAL REVIEW COMMITTEE: NOTES LWRP COORDINATOR: BUILDING DEPARTMENT CERTIFICATION: F~ FIRE COMMISSIONERS: TOWN ENGINEER APPROVAL: DEROF TRANSPORTATION : DOT , DPWTOS_ SUFFOLK COUNTY DEPARTMENT OF PLANNING : _ SUFFOLK COUNTY DEPT OF HEALTH : PERMIT A. OPTIONAL APPROVALS: ZONING BOARD OF APPEALS: APPEAL. BOARD OF TRUSTEE'S: NYS DEC WETLANDS/TIDAL/SPDES / / / Soulold Planning Department Staff Report Site Plan Application Work Session Date: April 21, 2014 Prepared By: Brian Cummings 1. Application Information: Project Title: Laurel Links Maintenance Building Addition Applicant: Laurel Links Country Club/Jeff Butler Tax Map Number: 125.4-24.23 Project Location: 6400 NYS Rt. 25 Hamlet: Laurel Zoning District: A-C II. Description: This amended site plan is for a proposed 5,000 sq. ft. addition to an existing 4,204 sq. ft. maintenance building & pump house on 154.7 acres in the A-C Zoning District, Laurel. III: Analysis: With reference to the Planning Board letter dated March 27, 2014: 1. Complete all construction on site per the approved 2012 amended site plan. Once all construction is complete, please notify this Department to request a final site inspection. Submitted: The Planning Department was notified when all construction was complete. Staff: It was observed that the 8'x 6' breezeway connecting the existing storage building to the approved building was not constructed as shown within the existing site plan. It has been brought to the Staff's attention that this was intentionally not constructed in order to avoid the two buildings being counted as one under the NYS Fire Code. A sprinkler system would be required for both buildings if the breezeway was constructed. 2. Provide certification from a NYS licensed engineer that all storm water controls installed on site were constructed to meet or surpass all requirements found in §236 of the Town Code. Submitted: certification from James Deerkoski, P.E. has been received and states that "all drywells at the above mentioned project were installed as per plan and constructed to meet or surpass the requirements for storm water runoff (Chapter 236)." 1 • • IV: Staff Recommendations: 1. It is recommended that the Planning Board require the Applicant to submit an "as-built" site plan showing the constructed location of the building without the 8' x 6' breezeway. 2 SouItold Planning Department SIR Report Site Plan Application Work Session Date: March 24, 2014 Prepared By: Brian Cummings 1. Application Information: Project Title: Laurel Links Maintenance Building Addition Applicant: Laurel Links Country Club/Jeff Butler Tax Map Number: 125.-4-24.23 Project Location: 6400 NYS Rt. 25 Hamlet: Laurel Zoning District: A-C II. Description of Project: Type of Site Plan: Commercial Acreage of Project Site: 154.7 Building Size: 5,000 sq. ft. III: Description: This amended site plan is for a proposed 5,000 sq. ft. addition to an existing 4,204 sq. ft. maintenance building & pump house on 154.7 acres in the A-C Zoning District, Laurel. -SEQRA Unlisted: Negative Declaration granted March 18, 2013 -Approved April 9, 2013 -Final Site Inspection March 19, 2014 IV: Analysis: A. Approved: a. 50'x 100' (5,000s.f.) metal frame building i. 8'x 6' covered breezeway connecting existing building to proposed building not completed at time of inspection ii. Attached 13' x 41.8' concrete apron being poured during site inspection iii. Overhead garage doors not installed b. One (1) proposed drywell @ 10'x 13' deep i. Leaders and gutters exist on the building. ii. The Office of the Town Engineer was not notified prior to drainage installation. c. Four (4) wall mount light fixtures approved and observed t B. Staff Analysis: Thirty-two (32) Arborvitae/Red Cedar trees @ t7' high were planted along the buildings east side. Some were observed shorter than 7' high and were planted as a staggered double row V: Staff Recommendations: 1. Provide certification from a NYS licensed engineer that all storm water controls installed on site were constructed to meet or surpass all requirements found in §236 of the Town Code. 2. It is recommended that the Planning Board not support the issuance of a CO until all construction is complete per the approved site plan and a second final site inspection is made. 2 Soulold Planning Department Staff Report Site Plan Application Work Session Date January 18, 2013 Prepared By: Brian Cummings 1. Application Information Project Title: Laurel Links Maintenance Building Addition II. Action Review all staff and agency comments. This amended site plan is for a proposed 5,000 sq. ft. addition to an existing 4,204 sq. ft. maintenance building & pump house on 154.7 acres in the A-C Zoning District, Laurel. III: Analysis 1. January 14, 2013 Public Hearing: a. No concerns were raised at the public hearing; however, an email was received by the Planning Department from a resident that lives on 3`d Street, adjacent to the golf course: i. The resident stated that there is an on-going flooding issue at the end of 3`d Street where it meets Bray Avenue, primarily after a heavy rain. It appears to be the low spot in that area and collects run-off from Wells Avenue, the north and south end of Bray Avenue and from the golf course itself. Apparently the run-off generated by the golf course destroyed her once-paved driveway. After contacting the Highway Superintendent in September, she was informed that drainage structures were to be installed at the north end of Bray Avenue to alleviate the problem, but according to the email these drainage structures have not been constructed. 2. Town Engineer a. The drainage calculations, proposed drainage system and erosion & sediment control practices provided by the Site Plan meet the minimum requirements of Chapter 236 for Storm water Management. . b. The Applicant/Contractor must notify the Town Engineering Department at least 48 hours prior to commencement of construction to establish a site inspection schedule. 3. Fire Marshall a. No objections or modifications for the proposed Maintenance Building Addition. 4. Mattituck Fire District a. The Board of Fire Commissioners recommends that all drives and entry ways meet Southold Town Code §280-109c. 1 5. LWRP a. 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, the proposed action is CONSISTENT with the LWRP. 6. Architectural Review Committee (ARC) a. The Committee reviewed the proposed project and approves of its design as submitted. V: Staff Recommendations 1. SCDHS approval is required. Require the Applicant to provide a SCDHS approved site plan including the original stamps, seals and signatures, and is consistent with the current site plan before the Planning Board. 2. Other than SCDHS approval, all site plan requirements listed in §280-133 of the Town Code have been met. Once the required SCDHS material is submitted to this Department and determined sufficient, the above referenced site plan application may be scheduled for a determination by the Planning Board. It is essential the Applicant understands that SCDHS approval is required before site plan approval can be given. 2 Sould Planning Department StARReport Site Plan Application Work Session - Completeness Date November 8, 2012 Prepared By: Brian Cummings 1. Application Information Project Title: Laurel Links Maintenance Building Addition Applicant: Jeffrey T. Butler Date of Submission: October 4, 2012 Tax Map Number: 125.-4-24.23 Project Location: 6400 NYS Rt. 25 Hamlet: Laurel Zoning District: A-C II. Description of Project Type of Site Plan: Commercial; Uses: Residence and Golf Course Acreage of Project Site: 154.7 Building Size 5,000s.f. III: Completeness Review See attached checklist for Site Plan Requirements. IV: Analysis A. Existing 1. Clubhouse:6,255s.f. 2. Cart Storage: 5,171 s.f. 3. Pool House: 1,248s.f. 4. Maintenance & Pump House: 4,204s.f. 5. Halfway House: 538s.f. 6. Superintendents House: 1,978s.f. B. Proposed: 1. 5,000s.f. addition to existing 4,204s.f. Maintenance & Pump House building a. 53'x 48' (2,544s.f. or 51%) to be for "Cold Storage" b. Remaining 2,456s.f. to include: i. 244s.f. office ii. 251s.f. office iii. 824s.f. break room iv. 76s.f. Fax/storage room v. 149s.f. Men's Bathroom vi. 59s.f. Women's Bathroom vii. 213s.f. Locker Room 1 c. Proposed Red Cedar Board and Batten Rough Sawn 2. 8'x 6' covered breezeway joining existing and proposed maintenance buildings 3. (1) 10'x 13' deep drywell 4. 1,200gal septic tank to be connected to existing sanitary system and leaching pool 5. (4) wall-mounted cut-off fixtures @ 8' high C. Town Code/Bulk Schedule Requirements a. Parking: i. Office: (1,582s.f.) @ 1 per 100s.f. = 16 required ii. Cold Storage Area: (2,400s.f.) @ 1 per 1,000s.f. = 2.4 or 3 required iii. 19 stalls required iv. Existing parking on-site: 1. 325 Existing members; % per member = 163 required 2. 22 existing employees; 1 per employee = 22 required 3. Existing required = 185 4. Proposed required = 19; 204 5. Existing Quantity Provided = 204 a. Existing parking spaces on site is sufficient for required parking for proposed maintenance building addition b. Lot Coverage A-C zone: 20% maximum i. Existing: 2.84% ii. Proposed: 3.57% c. NO SETBACKS HAVE BEEN PROVIDED i. A-C Zone: 1. Front yard: 60ft. 2. Side yard: 20ft (45 combined) 3. Rear yard: 75ft. ii. It appears the only setback concern would be the Northern side yard V: Staff Recommendations 1. The application is incomplete based on the following: a. Require the Applicant to provide setback distances from the proposed building to all property lines. b. Require the Applicant to provide a separate site plan sheet to include all buildings and uses within 200' of the property line to the Northwest and South of the proposed building. 2 Sout•ld Planning Department. Checklist for Site Plan Application Completeness - Section 280-133 Project Name: Laurel Links Addition Completed by: Brian Cummings Date: November 5, 2012 Received Comment A. Submission of a complete site plan application shall consist of: (1) A completed site plan application form. 4 (2) The site plan review fee, as specified in Subsection B below. Editor's Note: See now § 280-138, Fee schedule for 4 site plan applications. (3) A completed environmental assessment form. 4 (4) Nine copies of the site plan. 4 (5) Four copies of a property survey, certified by a licensed land surveyor. 4 B. Standards. Site plan design shall include the following items: (1) Technical data: (a) The lot, block and section number of the property, taken from the latest tax records. l (b) The name and address of the landowner on record: [1] The names and addresses of adjoining landowners. [2] The name and address of the applicant, if not the same as the landowner. (c) The name and address of the person, firm or organization preparing the map, sealed with the applicable New York State license seal and signature. (d) Date, graphic scale and North point, whether true or magnetic; if magnetic, show the date of reading. l (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 X tax records, at a scale of one inch equals 100 feet. (h) The location, width and purpose of all existing and proposed easements, setbacks, reservations and areas dedicated to public use within or adjoining the property. (i) A complete outline of other existing easements, deed 1 Checklist for Site Plan Application Completeness Sout•ld Planning Department. restrictions or covenants applying to the property. 0) 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: [111 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 stormwater overflows, tidal bays, saltwater marshes, beaches and all freshwater bodies, including wetlands and intermittent streams, perimeter boundaries of shoreline bluffs, dunes and beaches. (c) The location of existing natural features, including but not limited to natural drainage swales, watercourses, wooded areas and wetlands, as defined by the New York State Department of Environmental Conservation and the Board of Trustees of Southold Town, marshes, ponds, dunes, bluffs, beaches, kettleholes, escarpments, wildlife habitats, flood hazard areas, erosion-prone areas and trees of six inches in diameter at a point three feet above the trunk base. (d) The location of any existing cultural and historical features within 500 feet of the property boundaries. N/A (3) Existing building structures and utilities: (a) The locations, dimensions and outlines of all buildings, as defined in § 280-4 of this chapter, and all uses of the 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 property. (d) The location and use of all buildings and structures, including curbcuts, within 200 feet of the boundary of the X subject property. 2 Checklist for Site Plan Application Completeness Sout old 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 accordance with applicable sign regulations. N/A (e) The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including existing and proposed topography with two-foot contours (on site and 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 N/A location. (h) The location of water and sewer mains, electrical service, cablevision and telephone installations, ground transformers, fire wells and fire hydrants and/or any alternate means of water supply and sewage disposal and treatment. (i) Building elevations for all facades and floor plans showing the proposed use of floor area. Notes: N/A = Not Applicable 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 1-6 C SOUTHOLD PLANNING BOARD . SITE PLAN APPLICATION FORM Site Plan Name and Location I Site Plan Name: I-AWV-L 1A4V,.S ~/~~WT,&t" oUpplication Date:. 0 /Z Suffolk County Tax Map #1000-L2s - 0 - 242 Other SCTM #s Street Address: &100 } ,j KI Hamlet: 1AA421L Distance to nearest intersection: Type of Site Plan: -,--New Amended Residential Zoning District C Owners/Agent Contact Information Please list name, maihn address, and hone number or the people below: Property Owner hUJ2.0-L A" (',01J/ -)W P, Street P 0, 2UDX 30-7 City kAlaCL State AM -Zip 1 Iq 92) Home Telephone (6:61) 2-95 'L4Z50 Other Applicants ,vAU -2 i Street 2o6 L&V aA A) .ST City dj?I;Zlik /40 State zip Home Telephone (63I~ 2~0b-t3jlDther Applicant's Agent or Representative: Contact Person(s)* Street 2D& L WCoW 6T City II t~1FJ1D State Zip 1qD11 Office Telephone C63)) 209-9J3,C,~o Other *Unless otherwise requested, correspondence will be sent only to the contact person noted here. Site Plan Application Form 21181'2010 one liata 14DDIDIW TV Proposed construction type: New A4e~ Existing tnxcture -Agricultural Change of use Property total acreage or square footage: ac. sq. ft. Site Plan build-out acreage or square footage: 5000 sqft Is there an existing or proposed Sale of Development Rights on the property? Yes No If yes, explain: Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? Y N If "yes", explain (and attach any necessary documentation - title report, subdivision approval, etc.) Building Department Notice of Disapproval Date: Is an application to the Southold Town Zoning Board of Appeals required? Yes No If yes, have you submitted an application to the ZBA? Yes No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: 0Ln D1~g2 l1oL~ L{aitZaG L[,~V/lL u /L4z?/E~ ~`9ENn.%9L v21/~LG1n1 ~ /J'l9yUr'~nMdc~w~NG List all proposed property uses: L ?~(rlJa!/L5~ L'Lt i9tla~ ~ouL /49il5ex 1Z' Si06j 77,9'L NG--1'M14 It.A,AA~-' Other accessory uses: Existing lot coverage: 2, EW % Proposed lot coverage: S 7 Gross floor area of existing structure(s): 19 3q sq. ft. Gross floor area of proposed structure(s):6000-~ fr Parking Space Data: # of existing spaces:20A# of proposed spaces: 0 Loading Berth: Yes No Landscaping Details: Existing landscape coverage: -18#S % Proposed landscape coverage: ICJS% Wetlands: Is this property within 500' of a wetland area? Yes X No Maybe 1, the undersigned, certify that all the above information is true. Signature of Preparer: Date: 17- 2 Site Plan Application Form 2/1812010 OWNER AUTHORIZATION I,°` ltu°t t AiA S00un 4 01A,~ residing at FO. 3Cc 30:2 [AU ML M1 119YO, (Owner of Property) (Owner's Current Mulling Address) 631) 2-98- q250 owner of the property located at 61YOD 122%A/ IZ91fi') (Owner's Telephone Number) (Property Address) L~}1,s1~G N 11999) SCTMNO. 10DQ= 1Z!5-0LL2-q,23 (Pro erry Address) do hereby authorize L,10 PC-. located at _.27 17.6 Z1NC01 ) S (Agent) (Address) A 1161VA-1140 to act on my behalf and take all actions necessary for (Address) the processing of a Site Plan Application for the above property. ~ (vim i y -~-~,i-i I'?./~ iL~vil. SIGNATURE OF PROPERTY OWNER to before me this c~J- ay of 20 /a-- V/ , N UBLPC MARCIA ROSE KOZIARZ Nofaky Public, SM of Now York No.4846969 QaaM in Suffolk CCU Canntisaeiokt ExphB6 'a v APPLICAN'T'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK V C 1-11? (O, V 1 i in being duly sworn, deposes and says that he resides at in the State of New York, and that h is/the owner of the above property, 'that he is the p?S,Wtn ofthe d OXAV~v( ~IhILS lxcll v 4 -1 (Title) (Specify whether Partnership or Corp j) _ which is hereby making application; that there are not existing structures or improvements on the land which are not shown on the Site Plan; that the title to the entire parcel, including all rights- of-way, has been clearly established and is shown on said Plan; that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submitted, as approved, will not be alter or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict accordance with the plan as approved by the Planning Board. Signed ~ at , A, Owner Signed J~ev Sa( pVykAC S ~cQav (Partner or Corporate Officer and Title) Sworn to me this O?~1 dayof~~u- ptaaL. o ry Public MARCIA ROSE KOZIARZ *hq Pubk, Stab of Now Yolk No.4846969 Onllfre(f in Sutfailt_awvyy , Lbmmlaesia?E>r~ires ~ ~ ~aa AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The puroose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid sa/m~ee..^~ / ~ ~ YOURNAME • Je.l~(^IGX/~/ -r LA f ..rLC (Last name, first name, n ddle initial, unless you are applyin in the name of someone else or other entity, such as a company. If so, indicate he other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other (activity) Planning X Do you personally (or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest. "Business interest" means a business, including a partnership, in which the town officer or employee has even a partial ownership of (or employment by) a corporation in which the town officer or employee owns more than 5% of the shares. YES NO If you answered "YES", complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself (the applicant/agent/representative) and the town officer or employee. Either check the appropriate line A) through D) and/or describe in the space provided. The town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply) _ A) the owner of greater 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 Sr Submitted this of '20 Z Signature fl'`7 LYN/ ? / //I/ (.~-e C.- Print Name, own of Southold , • LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS I. 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" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- suimortine facts. 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# Z - 2y . 23 G C 1 - 4 2012 PROJECT NAME I..F}vaCL LIAJk / M1n nuMAJC6 L3uiL0i!JG- AnDinok The Application has been submitted to (check appropriate response): Town Board ? Planning Board Building Dept. ? Board of Trustees ? I . Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ? construction, planning activity, agency regulation, land transaction) ? (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: 1~1 Nature and extent of action: l~ &90251 O 5 d00 S F A.OinW 7U Xi nnl /W11V 4Vd- Location of action: 12117 J /2ZW . f % A ,y Site acreage: /51/,7 Present land use: Present zoning classification: 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: 7- ~TLk~?i J7r. (b) Mailing address: Z7 (~~i L JAIL!?/ /1~ ~Tl1~Fif KII~E~M/ ILC107 (c) Telephone number: Area Code 1(a$j ZQB (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ? No X If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. 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. 9Yes ? No ? Not Applicable 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 t< Not Applicable Attach additional sheets if necessaryv Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ? Yes ? Nop< Not Applicable 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 ? Yes El No X Not Applicable 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 El Yes 1:1 No X Not Not Applicable 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. ? Yes ? No X Not Applicable 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. ? Yes ? NoX Not Applicable 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 El No X Not Applicable 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. ? Yes[:] Noo Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 1.0. Protect Southold's 40cr-dependent uses and promote sitloof new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. M Yes ? No ? Not Applicable 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 IC4. Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III - Policies; Pages 62 through 65 for evaluation criteria. Yes ? No ? Not Applicable 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. 12 Yes ? No ? Not Applicable PREPAREDBYc~ ei~. TITLE f~(1{)FL~SJ/7/1~9L~n7~i, DATE Amended on 811/05 617.20 SEQR PROJECT ID NUMBER APPENDIX C STATE ENVIRONMENTAL QUALITY REVIEW SHORT ENVIRONMENTAL ASSESSMENT FORM for UNLISTED ACTIONS Only PART 7 -PROJECT INFORMATION (To be completed by Applicant or Project Sponsor) 1. APPLICANT/SPONSOR 2. PROJECT NAME 3.PROJECT LOCATION: Municipality 6goo /M /'zo ~L County dL~ .~Addessryannd Road Intersections. Prominent landmarks etc -or provide map 4. PRECISE~ LOCATION: ,Street 5. IS PROPOSED ACTION : 1-1 New (Y.Expansion Modification /alteration 6. DESCRIBE PROJECT BRIEFLY: JL j20~~SAO ~~0 /i /77 oi1J 717 ZrX/6JL?G- J9 Af1b?IJk4W_ arc. G tz 7-ntn~ LS a~wv J. 7. AMOUNT OF LAND AFFECTED: 1niUally / acres Ultimately acres 9. WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER RESTRICTIONS? FYes F-1 No If no, describe briefly; i tt9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? (Choose as many as apply.) Residential n Industrial Commercial ?Agriculture 11 Park / Forest I Open Space Other (describe) I. I 10.' DOES ACTION INVOLVE A PERMIT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (Federal, State or Local) Yes No If yes, list agency nama. and permit / approval: URKt:NILY VALID P A L? Yes If yes, list agency name and permit I approval: I 12. AS A RESULT OF P11 ED ACTION WILL EXISTING PERMIT/ APPROVAL REQUIRE MODIFICATION? DYEs No I CERTIFY TAT THE INFORMATION PROVIDED BO.VVE IS TRUE TO THE BEST OF My KNOWLEDGE Appiicanl /Spans ame ~ Date: Iv//// Z Si nature If the action Is a Costal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment I I I. I 617.20 0 Appendix A State Environmental Quality Review FULL ENVIRONMENTAL ASSESSMENT FORM Purpose: The full EAF is designed to help applicants and agencies determine, in an orderly manner, whether a project or action may be significant. The question of whether an action may be significant is not always easy to answer. Frequently, there are aspects of a project that are subjective or unmeasurable. It is also understood that those who determine significance may have little or no formal knowledge of the environment or may not be technically expert in environmental analysis. In addition, many who have knowledge in one particular area may not be aware of the broader concerns affecting the question of significance. The full EAF is intended to provide a method whereby applicants and agencies can be assured that the determination process has been orderly, comprehensive in nature, yet flexible enough to allow introduction of information to fit a project or action. Full EAF Components: The full EAF is comprised of three parts: Part 1: Provides objective data and information about a given project and its site. By identifying basic project data, it assists a reviewer in the analysis that takes place in Parts 2 and 3. Part 2: Focuses on identifying the range of possible impacts that may occur from a project or action. It provides guidance as to whether an impact is likely to be considered small to moderate or whether it is a potentially-large impact. The form also identifies whether an impact can be mitigated or reduced. Part 3: If any impact in Part 2 is identified as potentially-large, then Part 3 is used to evaluate whether or not the impact is actually important. DETERMINATION OF SIGNIFICANCE Type 1 and Unlisted Actions Identify the Portions of EAF completed for this project: ? Part 1 ? Part 2 ? Part 3 Upon review of the information recorded on this EAF (Parts 1 and 2 and 3 if appropriate), and any other supporting information, and considering both the magnitude and importance of each impact, it is reasonably determined by the lead agency that: ? A. The project will not result in any large and important impact(s) and, therefore, is one which will not have a significant impact on the environment, therefore a negative declaration will be prepared. ? B. Although the project could have a significant effect on the environment, there will not be a significant effect for this Unlisted Action because the mitigation measures described in PART 3 have been required, therefore a CONDITIONED negative declaration will be prepared.* ? C. The project may result in one or more large and important impacts that may have a significant impact on the environment, therefore a positive declaration will be prepared. *A Conditioned Negative Declaration is only valid for Unlisted Actions Name of Action OCT - 4 2012 Name of Lead Agency Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer (if different from responsible officer) Date • PART 1--PROJECT INFORMATIS Prepared by Project Sponsor NOTICE: This document is designed to assist in determining whether the action proposed may have a significant effect on the environment. Please complete the entire form, Parts A through E. Answers to these questions will be considered as part of the application for approval and may be subject to further verification and public review. Provide any additional information you believe will be needed to complete Parts 2 and 3. It is expected that completion of the full EAF will be dependent on information currently available and will not involve new studies, research or investigation. If information requiring such additional work is unavailable, so indicate and specify each instance. -L m4j. ocatio o coon me u e treet ress, municipality an oumy ame o0p Op scant ponsor L usiness a ep one a _ 631' lJ - D Address 2-o& LwcnLA 67y-L?- City/Po State Zip Lode 11/FlL N a m e o caner i i Brent usiness 11 a ep one LALAeeL L 4c& -T-D_ ) -W a9 ess 2~ - rty rate Zip Code L I* N IIgNS escnption o coon as(v 50006 Fr. AvOiritW 7D GXrsn~ilG 1ynjAlAtA)i!/Va6 B~iu»n/G~ /~CG~+oi.>lG ~ql?r sTa-u1vr 02V7,V~t6C- Err. C ~ s~r~~ Please Complete Each Question--Indicate N.A. if not applicable A. SITE DESCRIPTION Physical setting of overall project, both developed and undeveloped areas. 1. Present land use: ? Urban ? Industrial Commercial ? Residential (suburban) ? Rural(non-farm) ? Forest ? Agriculture Other (r LC eZIXj2sE 2. Total acreage of project area: 151.7 acres. APPROXIMATE ACREAGE PRESENTLY AFTER COMPLETION Meadow or Brushland (Non-agricultural)292 -1 ~Jacres Z • [..,'7 acres Forested I / acres acres Agricultural (Includes orchards, cropland, pasture, etc.) acres acres Wetland (Freshwater or tidal as per Articles 24,25 of ECL) (,.acres p> (o _acres Water Surface Area acres _acres Unvegetated (Rock, earth or fill) X70 acres0 acres Roads, buildings and other paved surfaces z . 3 acres 2 .7.J acres Other (indicate type) ~l./l- [~(~ytsk, 105. ffl cres ~j,0ilacres 3. What is predominant soil type(s) on project site? Lopr t I,,, r t )AN a. Soil drainage: ?l,Well drained 100 % of site ? Moderately well drained % of site ? Poorly drained of site b. If any agricultural land is involved, how many acres of soil are classified within soil group 1 through 4 of the NYS Land Classification System? r I acres (See 1 NYCRR 370). 4. Are there bedrock outcroppoon project site? ? Yes l~ No • a. What is depth to bedrock? (in feet) ' ` ~~yy 5. Approximate percentage of proposed project site with slopes: ' 1(10-10%60 % `JJ 10-15%% ? 15% or greater 6. Is project substantially contiguous to, or contain a building, site, or district, listed on the State or the National Registers of Historic Places? ? Yes X No 7. Is project substantially contiguous to a site listed on the Register of National Natural Landmarks? ? Yes XNo 8. What is the depth of the water table?-11,- Is It (in feet) 9. Is site located over a primary, principal, or sole source aquifer? 'd Yes ? No 10. Do hunting, fishing or shell fishing opportunities presently exist in the project area? ? Yes y No 11. Does project ~si{te contain any species of plant or animal life that is identified as threatened or endangered? ? Yes / 'No According to Identify each species 12. Are there any unique or unusual land forms on the project site?(i.e., cliffs, dunes, other geological formations) ? Yes XNo Describe 13. Is the project site presently used by the community or neighborhood as an open space or recreation area? )(Yes ? No If yes, explain_CJO-/y)Mrna 1 At jr 14. Does the present site include scenic views known to be important to the community? ? Yes No t 15. Streams within or contiguous to project area: ~OliE a. Name of Stream and name of River to which it is tributary 16. Lakes, ponds, wetland areas within or contiguous to project area: a. Name b. Size On acres) 17. Is the site served by existing public utilities? )(Yes ? No a) If Yes, does sufficient capacity exist to allow connection? yes ? No b) If Yes, will improvements be necessary to allow connection? 1t. Yes ]<No 18. Is the site located in an agricultural district certified pursuant to Agriculture and Markets Law, Article 25-AA, Section 303 and 304? AYes ? No 19. Is the site located in or substantially contiguous to a Critical Environmental Area designated pursuant to Article 8 of the ECL, and 6 NYCRR 617? ? Yes )I (No 20. Has the site ever been used for the disposal of solid or hazardous wastes? ? Yes q~. No B. Project Description 1. Physical dimensions and scale of project (fill in dimensions as appropriate) a. Total contiguous acreage owned or controlled by project sponsor]%lacres. b. Project acreage to be developed: r l l acres initially; ~Lacres ultimately. c. Project acreage to remain undeveloped (.acres. d. Length of project, in miles: Alif appropriate). e. If the project is an expansion, indicate percent of expansion proposed f. Number of off-street parking spaces existing Z01-1 ; proposed. g. Maximum vehicular trips generated per hour (upon completion of project). ? • h. If residential, Number anoe of housing units: One Family Two Family Multiple Family Condominium Initially Ultimately LC i. Dimensions (in feet) of largest propos ure height; width; length. j. Linear feet of frontage along a public thoroughfare project will occupy is? ft. 2. How much natural material (i.e., rock, earth, etc.)will be removed from the site? 0 tons/cubic yards. 3. Will disturbed areas be reclaimed? AYas ? No ? N/A a. If yes, for what intended purpose is the site being reclaimed? (JJCy b. Will topsoil be stockpiled for reclamation? 'Yes ? No c. Will upper subsoil be stockpiled for reclamation?XYes ? No 4. How many acres of vegetation (trees, shrubs, ground covers) will be removed from site? acres. 5. Will any mature forest (over 100 years old) or other locally-important vegetation be removed by this project? ? Yes XNo 6. If single phase project: Anticipated period of construction IJ months, (including demolition). 7. If multi-phased: a. Total number of phases anti i Vd (numb er). b. Anticipated date of comm se 1 month year,(including demolition). c. Approximate completion d of final phase month year. d. Is phase 1 functionall ependent on subsequent phases? ? Yes ? No 8. Will blasting occur during construction? ? Yes No 9. Number of jobs generated: during construction? S ; after project is complete? 10. Number of jobs eliminated by this project? 11. Will project require relocation of any projects or facilities? ? Yes ,,,gr(No If yes, explain 12. Is surface liquid waste disposal involved? ? Yes * o a. If yes, indicate type of waste (sewage, industrial, etc.) and amount b. Name of water body into which effluent will be discharged 13. Is subsurface liquid waste disposal involved? /'`Yes ? No Type /j 14. Will surface area of an existing water body increase or decrease by proposal? ? Yes No Explain 15. Is project, or any portion of project, located in a 100 year flood plain? ? Yes XNo 16. Will the project generate solid waste? Q Yes ')(No a. If yes, what is the amount per month? tons. b. If yes, will an existing solid waste facility be used? ? Yes ? No c. If yes, give name ; location d. Will any wastes not go into a sewage disposal system or into a sanitary landfill? ? Yes ? No e. If Yes, explain 17. Will the project involve the disposal of solid waste? ? Yes )<No a. If yes, what is the anticipated rate of disposal? tons/month. b. If yes, what is the anticipated site life? years. 18. Will project use herbicides or pesticides? ? Yes )(No 19. Will project routinely produce odors (more than one hour per day)? ? Yes <No 20. Will project produce operating noexceeding the local ambient noise levels? 0 Yes XNo 21. Will project result in an increase in energy use? as C1 No If yes, indicate type(s) Eucn2It- 22. If water supply is from wells, indicate pumping capacity gallons/minute. 23. Total anticipated water usage per day Z3 gallons/day. 24. Does project involve Local, State or Federal funding? ? Yes >(No If yes, explain 25. Approvals Required: Type Submittal Date City, Town, Village Board ? Yes ? No City, Town, Village Planning Board XYes ? No ,-SIN2 t~uw City, Town Zoning Board ? Yes ? No City, County Health Department )(Yes ? No Other Local Agencies )(Yes ? No f~WL lW6 10ir- M?T Other Regional Agencies ? Yes ? No State Agencies ? Yes ? No Federal Agencies ? Yes ? No C. ZONING and PLANNING INFORMATION 1. Does proposed action involve a planning or zoning decision? )(Yes ? No If Yes, indicate decision required: ? zoning amendment ? zoning variance ? special use permit ? subdivision site plan ? new/revision of master plan ? resource management plan El other 2. What is the zoning classification(s) of the site? A -c, 3. What is the maximum potentialTdee}velopment of the site if developed as permitted by the present zoning? 4. What is the proposed zoning of the site? -To zoo iI N6- 5. What is the maximum potential development of the site if developed as permitted by the proposed zoning? - 14 6. Is the proposed action consistent with the recommended uses in adopted local land use plans? Yes ? No 7. What are the predominant land use(s) and zoning classifications within a 1 /4 mile radius of proposed action? I f 181 8. Is the proposed action compatible with adjoining/surrounding land uses within a 1/4 mile? X~ es ? No 9. If the proposed action is the subdivision of land, how many lots are proposed? 41h a. What is the minimum lot size proposed? T 10. Will proposed action require any authorization (s) for the formation of sewer or water districts? ? Yes ~No 11. Will the proposed action create a demand for any community provided services (recreation, education, police, fire protection)? ? Yes y~No a. If yes, is existing capacity sufficient to handle projected demand? ? Yes ? No 12. Will the proposed action result in the generation of traffic significantly above present levels? ? Yes I<No a. If yes, is the existing road network adequate to handle the additional traffic? ? Yes ? No D. Informational Details • Attach any additional information as may be needed to clarify your project. If there are, or may be, any adverse impacts associated with your proposal, please discuss such impacts and the measures which you propose to mitigate or avoid them. E. Verification I certify that the information provided above is true to the best of my knowledge. Applicant/Sponsor Name LJCITj~c~v~ J. Date /0[1// 2 Signature Title A1/CSIN~' If the action is in th al Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment. • MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 DONALD J. WILCENSKI o~~OF SOUlyol Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex KENNETH L. EDWARDS G Q 54375 State Route 25 JAMES H. RICH III ~O (cor. Main Rd. & Youngs Ave.) MARTIN H. SIDOR COU,M Southold, NY 1111 Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: January 29, 2013 Re: Deferred Revenue The site plan application referenced below has been accepted by the Planning Board and the funds may now be processed to the Planning Applications revenue account 82115.10. Applicant/Project Name & Tax Map Amount Check Date/No. Type # Laurel Links amended Site Plan 125-4-24.23 10/3/12 - #2980 application fee $750.00 LR N SI PAN BASED SITE DATA: Y WELLS ROAD ON SURVEY BY: OWNER, LAUREL LINKS, LTD. o YOUNG ! YOUNG, LAND SURVEYORS SCTM No., 1000-125-04-24.23 n ¢ 05TRANDER AVENUE SITE AREA. 6,136,132.00 SQ.FT. (154.1 ACRES) NO 5URFACE WATER5 WITHIN m VERHEAD, NEW YORK 11901 ZONE. A-C (AORIGULTURAL CONSERVATION) (51 ) 121-2303 USE. RESIDENCE AND 6OLF COURSE h..b~.nl _ tr F f'PfWi ) Q) Qy. _N -Li `v! „ ICY 300 FEET OF PROPERTY LINE GWMZ, IV IjFehil, 4 S N f bf t2 WATER SUPPLY. PUBLIC NO WELL5 WITHIN 150 FEET DATUM. NGVD (MSL 192q) OF PROPERTY LINE EXISTING BUILDING AREA = 1%5514.00 SQ.FT. NMI MR N,W' . W WITHIN ZONE (A-C). 5REY AVENUE 2,54% LOT COVERAGE i . 64~ ~ o z g PROP05ED 13UILDIN6 = 24,384.00 50.FT. L N ~ R Y WORK I AREA WITHIN ZONE (A-G). N 5101E 1 IL'~NRY Y ~ ul-i ti ~ N 351% LOT COVERAGE 5 g ~ O $ Z cu SANITARY YEILD CALCULATIONS BA5ED ON: TEST HOLE DATA MEp _ RETAIL uwi i0 .lp'Q i 518.42'40"E 2450e g•42'45°E 2a5.OT (LAND THAT WILL NOT BE USED FOR A61RICULTURE, 60LF COURSE OR AS PERFORMED BY i ~ ~ZJ Q SIB'g0'Op^E D 41 LLLLLLLLL LLLL LLLLLL 5I3•45 'S0n QN 518.3150"E O(~ L LLLLLLLLLLL LLLLII LLLLLL LLLL LLL•LL•L LLL YOLNB ! YDU+a .LLLLLLLLL LLLL RECREATIONAL TURF AND WETLANDS OR WATER SURFACES) M .uY 1e, cool 4 ELL L L LLL 6B0.47' L 'B L LLLLLLLLLLL -LLLI LL L LLL L L L L L L LL SI2• N\ LLLLLLLLLLLL II LLL lLLL LLLLLL L L4L1 L 77342, LL•I_LLlIYbIIaWLLLLLLLLLLL -L LLLLLLLLLL 34 (pp•E LLLLLLLLL LLLL LLLLLLLLL LLLL LLLLLLLL LLLLT Ell- q, Www W USE SiONEI LL LLLLLL LLL LI• LLL LE LL LL LLLLLL L LL LLL LLCCLLLLL LL1iL1 LL L•LL LL ILLL LL LLLLLLL L L L LLLL F~ Y '~f. LLL LLLLLLLLLL LLLLLLSILL LLLLLL LLLL LLLLLL LL LLLLLLLLL LL LLLLLLL LL LLLLLLLLLLLLLLLL LLLLL L~L{LLLLLLLLLL L LLLLL LLLLL iLLLLL LLLLLLL AREA (NITROGEN FREE / WATER FREE AREAS) =~p~~~ Duac eRaa LOCATION MAP: _ \ Q ~Npy~ LLLLLLLLLLLLLLLLL L LLLLLI_LLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLL LLLLLLLL L LLLLLLLLLLLLLLLLLLL LLL LLLLLLLLLLLLLLLL L LLLLLLLLL 111221- L LLLLLLLL LLLL LL LLL LLLLLLL LLLI .LLL I LLL SITE AREA - (PRIMARY PLAY AREA + NON-PLAY GREEN SPALE + EL 33.9' L°M1(gJ NOT TO SCALE 2 m L L L LL ELL ILL I LLI W LLLLLL L V LLL LLLL LLLLL aLL LLL LLLLLLLLL Op. O LL` LL' LL WETLANDS + WATER SURFACES) CLAYEY 60 ~o g6- =N WE~RETAIL LL LLL LLL L a ® LL LL O LLLLL AREA (NITROGEN FRffJ = EL 31.9' Lom(OU _LLL LLL LLL` 9&1, LLL LLLLLLLL LL O LL 6,736,732A0 5F. - (4.02q -3°' 900.00 S.F. +275 502 96 5F. +28241.84 00 LLLLL LLL °00 O LLLL z O LLL LLL m LLLLLL LLL L S.F. + 56,912.70 5.FJ LLL L U:E. REiAIL LLLLLL LLLLLL LL L AREA (NITROGEN FREE) _ LL LL NO WELLS WITHIN 150' 6,138,T32AO SF. - 4,389,956.90 S.F. EXISTING NATIVE AREA LL LL OF PROPERTY U.O.N. AREA (NITROGEN FREE / WATER FREE) = 2 ~C3 ` `L` ° EX, 2• WTR LLL L NO SURFACE WATER LL LLL cc~~ ,346TI5.1 5F. 153.83 A0) PnE eR" Suffolk County Department of Health Services 15e 1 LL EEL I LEE LLL DRAINAGE OR WETLAND5, TYP1 LLLL LLL V PINE 9ND LLLL rv "t Approval for Construction -Other Than Single Family 3 VERFLOW LLLLL LL LLLL LL LL u O LLL LLL _ Referoncel Reference Nn- .c /0 - 0 GO 15 Design Flow .IS Lt ® ? LL L R=9O,oo' G pp! AREA LLLLLLLL L LLLL LEE LLLFLL L S LLLLL` LLLLL L LL r 2~LL LLLL 219.50' L L y ~ LLLL LL LLL 51b1 'E Use($)___ L LL Ly LL L L 93538' I Those plans Use(s) O c~~S-h ye -Id LLL LLLLLLLLLL L L L 11 LLLL LLLLLL C teeLLLLL lLL.LLLWyLLL L LLLLLL OUa[Y Del, LL LL LLLLLLL LLLLLL LL LLLLL LLLLL Those plans ha been reviewed for general conformance with Suffolk u.~~ n wtR I- L= L_ ~ LLLLL ~o R=2. ~ DRAINAGE LLL LLL LLLLLLLLL LL LLLLLLLLLLLLLLLLLLLLL LL LLLLL LLLL n•9' no and sewage[ L L LLL LLLLLL LIE LLLLL LLLL LLL LLLLLLLLLLL ` LLLLLLL LI LLLL spy of detail, cot LLL L ++ATt3l County Department ofHealth o standards, relating to water supply and sewage disposal. Regardless of any omission inconsistences or lack iTUL U NI •53'40"W 237b2' _LL LLLLLLLLLLL LLLLLLLLLLLL 9 NO Qf[.°URtERQD LLLLLLLLLL LLLLL4LLLL of derail, construction i s, AP.AO&ilA! N •53 AI L-25DB LLLLL OVERFLOW AAA 22 ,12 LLLLL LLLLLL LLLLLLLLLL L LLL C peRnl[Cendtl s requited m be in accordance with the attached ==s and aicale standards unless specifically waived by w LLLLL LLLLLL . LLLLL the Depar N: LLL LLLLLL '-LL unlessextend This approval expires 3 years from the approval date, 25 rv R=25.04' 0 LL . LL MAR 2 unless extended or renewed. ° =3923' L=28 3 a LLLLLL bry LLLLLLLLL LLLLLLLLL LL LL LLLLLLLL LL dd Mry~ pp1II LLLL LLLLLLLLLLL .pm L IIPP(UYa)1 MAR 202019 ZE, R=9000' R J + OB' L-$ L ~ + L=174, 4'Yy+++ VAGWf + LLLL LLLLLLLLLLLLLLLLLL L A rera4Aak U m FRONT YARD L L-LLL LL LLLLLLLLL LLNT~ ALL P~ Rwi~v„•r m SETBACK ~ W-0• L Jm LLLLL L LLLL LL LLLLLLL LLLLLL e} LLL % LLLLLL L LLLLLLLLLLLLLLLLL l L LLLLLLL LLLLLLL LLLLL F« LLLLLLLLLLLL L L LLL LLLLLLLLLLLL LLLL LL C ' LLLLLLLL LLLLLLLLLLLLLLL I m LLL 6 LL LLLL e LLLLL LL LLLILLLLLLLM W LLL 2 LLL w ` LLL LL m A.t ~ m a EXISTINGL LLL - 'L LL / &',`Su IRRIGATIONi LL +y, LLL LLLLLLL'• LLLy LLLLLLL T~. LL LL L O (NOT FOR LLLLL 0 LL N LLL ~ LOTS, ROADS AND OPEN SPACE / POTABLE LW r+ L LINKS' 'LLLLLLLL LL 9 « LLLLLLLLLL LL ~g LL LLL ` OUT PARCEL OF 'LAUREL LINKS' '«t ? L LLLLLLLLLLL L Oy ~pS~P~ACE \~/'III L L LL LL-LL L-LL /.\L.•J *'Y'? 1 V LLL XL ~L AREA = 40.3514 AGRES / LL LLLLLLLLLLLLLLLLL L LLLLLLLLL LLL L LLLLLLLLLLLLLLLLLLLL N LLL ~ Np~ L L + :+a « « « LLLLLLLLLLLLLLLLLLL LLLLL = THE NYSDEC FRESHWATER WETLAND « « LLLLLL LL as L L LLL BOUNDARY 15 EQUAL TO THE 100' SETBAGK L LLL ++~54+ +a+r Ik1 LLL LLLL a+*++ V' o;', \LLLL ON SITE PLAN PREPARED BY YOUNG + LLLL YOUN6, LAST REVISED FEBRUARY I, 2000 H Ci + ' LLLLLLLLLL L L+` Via'.'++ '.o UYy\0W LLL LLLLLLLL AS VERIFIED BY S. LORENCE AND D. RADKE 1 o~ N NAB. LL LL LLL LLL + q2r~ L L L L + 3s~f+ar+++ LLLLLLLLLLLLLLLL LLLLF[L L LL L LLLLLN 11 ``II/MV./~C IW.L1"1 ryl'•«««« EX.5°MT LL L LLLLLLL LLLLLLLLLLLLLLLLLLLLLLLL LLLL 4 V MI\ ql 2000. GWINSIAI Cf LLLLL L LtL + y,r++r+r+ LAINEL LM3 NN LLL LLLL • O ry1 WI's L LLLLLLLLL LLLLLLLEELLLL LL LLLLL ! LLLLLLLLLLLLLLLLLLLLLLL LL NI-1*354014 aCDH5 APPROVAL AREA Lam] m 0('B: `PACE FPLL G' ':rn0 LLLLL r LLL + r + r+++ 35Z~N A11EA=0.Wl5 AG fi` LLLL +Y+LLLLL \ ~ ~ InE~ vACAVr "a'•. LL 6 LLLLL . ~.4~,,,yt; Iag,Tq NO SURFACE WATERS WITHIN 300 FEET OF PROPERTY LINE , WI FiwrK E.J.CAFLN Zl. L AREA OF WORK, LLL c4 L~ d,. IL+L-it Iz J BUILDING TAB ~LI MID uE. cACLIN y'~ Sff PARTIAL FIF ER LLLL r BUILC BUILDING TYPE &/IL0 IN6 USE HEIGHT AREA ~-i SITE PLAN + + 9U y. NO WELLS WITHIN 150 FEET No. OF PROPERTY LANE A EX. GLUSHOU5E EX. GLUBHOUH A55EMBLY - 6,255 5Gf. (Sit 12) B EX CART STORAGE ENGINEER. EX DART STORAGE GTORAGE - ~ 5,I115OFi. ~--T\ N LL WM +LL++ EX. POOL HOI$E A55EMBLY - 1,2415 ea.FT. / Fri I`1 E i'l/ Y IV151d1 OF 1.NRaIJN3' L L ALL E - T. , ~Q F + OPEN rPACE PARCEL D' LLL LL ABEA=133N1 AG LLLL LL LLLL 11L LL LLLLLL LLL L LLLLLLLLLL F EX. 91PERINTENDEN" EX. HALFNAY HOU5E COMFORT STATION - 53a 5a.FT, * A A 9 156 vA \ LLLL LL LLLLLLLLLLLLLL HALFWAY Hg15E L _ EX. 91PERINTENOENT5 HOU5E RE51DENTIAL - 1,918 FX1571N6 I~RpRIG.~ATION ~w~ Ya01VPAg1 of 4.WAEL LIIKY WELL III N4 \5~ 52~~~/ 57 ' 23 E - 99 B PROP05M WAMTEA p N54.3951W - - PROPOSE MAINTENANCE ADDITION O I IOESTORAGE - 5000 5OFf. m y"'"„? 3 FOR fi0.F L0.a5 M4N1Ea41Cf PHKEL \ CIO sib L TA&.E LW 42.29' PO 073493 P;~~ AREA. 23553 AG fi0.FCIXR'E aAINiPNLF L~ LL N3 SURFACE /AREA LEGEND: 0 E(aIPFEMAW SiOWaE IAESLt + .12' SURFACI AREA OF Eh + ? 0 5016.11-40-E 6,736,7324 AREA OF SITE, JE REY T. BUTLER, P.E. 6,738,732.00 Sq.Fi. (154,1 AL) _ Q L «t~{ DRAINAGE) E%. 2'WTR 62, 7o' r S LLL OVERFLOW AREAI p, 50-04-40-E 0'00'201E EXISTING OUT PARCEL NO WELLS WITHIN 150' ~'t - - 130.210.21' 10031 ' AREA AS INDICATED 4 =O OF PROPERTY \ t OUT PARCEL OF 'LAUREL LINKS' e 539.4590'N LLLL R, q ] R`A LLLL 3260' LLLLLLLL 'S~s' / OI EN SPACE AREA = L L L LLLL EXISTING PRIMARY PLAY AREA 3 L LLL 529'04'40'W LLLLL 512.30' L LLLL I LLLLLLLLLLLLLL L LL L°295./ LLLL LL L (925 AO) LLLFL LLLLLLLLLLLL O0 E 20.0913 ACRES L=335,54, LLL LLLL N9.4440 W 265.74' 1660' LLLL LLLLLLLLLLLLL LL $35,65' / R-b 750 'f.\A LLLFLL LLLLL Fr 4,029,300.00 SOFT. O L LL IIIIt1~/^///' ~~~~A\\\\ (//f~11L \ yLULLLL L L L LLL LLLLLLL tA"4250 RdA°'S `LLLLL LLLLLLLLLL t-FrFr L ~[FC EFF FtFL EXISTING WOODED AREA Q [f] N (3 LLLLLLL L LL LLLL L "L LLLLLLLLL `L p LL uLL '[i \ L LL LLLLLL pyC• ttt LLF LL = I1.1 ACRES I Z W t [ (111,012.00 50. FT) J N V 1 \ V V \ V LLLLL LLL „ LILLILL LLLL LLLLLLL EXISTING NATIVE AREA V 4 O BfINEWKCI Y I/ YG ? pd 3~ LLLL . LL LL „ . L _Y C ' LLL e9y. 28.23 ACRES Q O (L OL limp L t LLLLttttt (1921083.8 50. FTJ Onn Q ~ Q Q 800-212-4480 1811 \ EXI5TIN5 NATIVE AREA LLL e~ EXX15TING WATER SURFACES ` 'V s LLLL EXISTING NATIVE AREA LLLLLa OJ (3 N 1.31 ACRES a ~ ri Z O (NO SURFACE WATER wwwAgnetnydi.com L OR WETLANI TYP) LLLLL " EXISTIN6 NATIVE AREA NO `..URFALE MATER LLLLLL (56,912.70 58. FT) Z or LL ILL . MO °.AIRFACE WATER OR WETLANDS nPJ ? ? - Q EXISTING www.ca11811.com (for other states) NM Fora LLLL LILT L . _ i OR NI nPJ `LLLLLL LL LLLLLLL NON-PLAY GREEN SPALE LLL LLLL L = 6.33 ACRES F--1 m O I~ (275502.36 50. FT) N IUD Q# Q O O LL LLLL LLI~LL4ILLILI- . By law, mosivators and contractors working in the LLL LLLL - LL L L LLLLLLL LLLLL LLL L LL L`L` 510E YARO LL _ . L L SETEIAGK e 20'-0 LLLL L~L LLLLLLLL O. five boroughs of New York City and Nassau and \ 5 ,10 W 33 78' NI8.20'I "W FFawU1 FE50ENnw, Suffolk Counties on Long Island must correct DlgNet,1-B00-272MBO Or ell, at least 48 hours KSMiKL ra,,,& LLL L L LLLLLLL - ' LL L LLLL LL L LLLL L LLLL LLL - L LLLL LLLLLL EXISTING WE71-AND5 = 0.648 ACRES = LL (LOCATED IN 'OUT PARCEL OF LAUREL LINKS') 0 ~ r LL L L LLLLLLL LLLLLLL LL ttL L L L L LLLLLL LLLL Pe+rui LLL~LLL~.LLLLLLLL LLLLL LL rE, ' PEAOENfIk ' " fdiIFB1AN. (28241.94 58. Err) a but no more than 10 working days (excluding ly51, RE511De11U1 IL.--II PE9DB111k E vm 156 251361' NI9' '20"W 299.44' Nlq•44'20'W 26537' DELMAR DR, weekends and legal holidays) prior to beginning o~`~ vf, P.C:AO&iW. JZ~ any mechanized digging or excavation work to DELMAR OR LJ EXIST. PARKING AREA O LE1 99234.00 SOFT. (2.27 AG) z LL) ensure underground lines are marked. - - - - O VIGkR Mlk RESIOBIIIk fff51~lllk Id510mnk Rf51GBIN1 LEE.9EAOBIIIk L5Ei1SXW lk r 9XEX15T. PARK 1734.00 E C°~ cJ a If-~(owyl Excavators and conhactoro can also submit \ PR -22013 locate requests online, through ITIC. If you do not currently use ITIC, please call 1500524-7603 N - - - - - _ -DELMAR 0M O Q Sou ho1N Ibmm 7 Q for mom Information. - w F ~ D 5YMB01 l'FY pla, NHO11a V N For safety reasons, homeowners are strongly _ `0 NO SURFACE WATT ennouragad to call as well when planning any 300 FEET OF PRO = J/O~ SURFACE WATER5 WITHIN CA' NO WELL5 WITHIN 150 FEET _ GA! = CATCH BASIN LIGHT POST oa = GAS VALVE 0 = MONUMENT /N type of digging an their property. Homeowners JO FEET OF PROPERTY LINE OF PROPERTY LINE 'f D9 _ WA = WATER VALVE A = STAKE I A(5 canan conlad us directlyy at 1-800272-4480 or by KEY FLAN • Q = MAI Q = MANHOLE COVER = HYDRANT calling 811, the nagonal cell before you dig number. For excavation work completed on a=UTII a =UTILITY POLE personal property, It Is the contractor's SFEGIAL LINES responslblllty-NOT the homeowner's-to canted 200 100 O 200 400 600 800 1000 DigNet. Having utility lines marked priorto 6RAPHIG 5GALE I" = 200'-O" OVERHEAD WIRES digging is free of charge. = CONC. CURB Of 6 " Q NOTES- DRAINAGE GALOULATION5 aLUESY PROPOSE SANITARY YIELD CALCULATION: 'BASF ~coNCRETE pp,, p~~ SEWAGE DESIGN G21TERIA 1. ALL CONCRETE CUR51N6, 510EWALK5, AND DRAINAGE AREA OF PROPOSED N.DG a 50000 Sd FT. www dignainydl.sm 5TRUCTURE5 SHALL CONFORM TO PLANNIIS BOARD STANDARD 51~,000 50. FT. x .161 x 100 - 63333 C,0. FT. q f WW W ON & ~G 5"A P or ASPIIALY BASE CXRSE BASE F GROUNDWATER MANA6 4ENT ZONE IV DETAILS AND SPECIFICATIONS. YA I - 10'0 LEACHING POOLS AT EP EFF. DEPTH I q N e'rj 8002?2~~}h80 811 I"~« oine;B'ei.awr METHOD OF WATER SUPPLY - PUBLIC VK4 2. TOWN OF 5OUTHOLD PLANNING BOARD SHALL BE NOTIFIED 4b PROVIDED, 669.46 CUFT. VOL HOURS IN ADVANCE OF ALL C0115TRI.CTION. 't°"P'` sTO'aYe aLENO eASe~`"i4"P'` N~ ALLOWABLE SANITARY FLOW - 600 GPD/ACRE I~~ly I a m }0, g{Q$ ry~~f~ ~WpR~19~m~MM6(e,W I IT ~ rv1 3. LOCATION AND GRADES FOR CURBS AND WALK5 TO BE 9 OOMPAGTION (STANDARD PROCT auaac6 600 6PD x 53A3 ACRES = 32,356 6PD VERIFIED WITH THE TOWN OF SOUTHOLD HIGHWAY DEPARTMENT, DRAINAGE NOTES By Im ox av fins tm l contrad.ra wmNng In the Gro For,." reasons, hom ammo wastronoy SL.D.PA OR KY.5.0O7. PRIOR TO 6045TRUCTIDN. TO BE b'0. 50R 35. bomugns of New York City and Nnenand Suffolk encouraged to call as wall when plannbp any ypa d I any Npa of ^,1 a,.r ua (SEE SAN YIELD CALL. BASED ON., (5 HT U) t' FF 4. ALL TRAFFIC CONTROL DEVICES, I e. 516NAL5, 516N5, AND I. ALL STORM WATER PIPING Counties on Long island muk.onbd DlgNet, digging on their property. Homeawms can mnhctus lall't. PAVEMENT S6LTION a VEL ROADWAY PAVEMENT MARKINGS SHALL BE INSTALLED IN CONFORMANCE 2. ALL INIER40NNECT PIPING TO BE 15'0 RCP OR CPP 1-30042721430 or 311, k lent 43 hour, but no more than diremy k 14300-2124430 or by calling all, to OLA56 IX 10 working days(exduding weekard, and legal holidays) national all before you dig number. Forucavklon umat]on PAVEMENT SECTION (MINIMUM THICKNESS) (MINIMUM THICKNEOW CLUBHOUSE, 204 STALLS 0 I5 6PD/5TALL = 3060 6PD aoM WITH THE GUIDELINES OF THE NEW YORK STATE MANUAL OF 5, ALL SANITARY PIPINS TO~ ~BE4'0 BLUE BRUTE. prior to be0lnning any mechantoal digging or ex.avklon work completed an personal property, 3 bare UNIFORM TRAFFIC, CONTROL DEVICE5 AND AS DIRECTED BY THE 4, ALL PIPING INSTALLED LI DER BUILDING SHALL BE milk W endure underground (Ines are madmd. Eva mbut mminadmh rnpomlbllly-NOT the hameowmae -to e ae. couRSB - Y; BLUESTONE 2" PROSHOP (RETAIL), 912 5F. 0 0.03 GPOAS,F, = 27 BPD Ny~„N ASPHALT CONCRETE II/2" ~ry~ TOWN OF 50UTHOLD, DIV1510K OF TRAFFIC SAFETY, CAST IRON, AND SHALL REMAIN CAST IRON LEAVING THE and trader, can .160 eubmit Imata rnuxh oNlna, contact DlgI Having utility line marked prior to WEARING COURSE 0OMRWTED BASE COURSE RESTAURANT, 165 SEATS a IO 6PD/SEAT = 1650 G O Wm,.l NIORK 51TE ? B v~y 5. CONTRAGTOR5 PERFORMING ANY AND ALL TRAFFIC CONTROL BUILDING TO A DISTANCE OF 5' AWAY FROM WILDING through ITIC, If you do not eunendy uae ITIC, pleas all tllpplnp la free of ahega DEVICES, LAYOUT AND INSTALLATION WORK SHALL NOTIFY THE PERIMETER 11004 *14X)3 for mm Inbnragon ASPHALT CONCRETE (E%IBnNS BANK RUN OR e' CART STORAGE BLDG, 51-11 S.F. 00,04 6PDA5F, = 207 GPO BINDER COURSE OTHER SUITABLE MATERIAL) POOL HOUSE, N r N 2 _ TOWN OF SOUTHOLD DIVISION OF TRAFFIC SAFETY, 46 HOURS IN r~ f' 1 ADVANCE OF BEGINNING SII WORK ALONG A TOWN ROAD. STONE BLEND BASE FINE BRAVE SOIL BASE - SPA, 1246 S.F. 0 0.10 GPDiS.F. = 125 GPD BATHIN6~ 50 OCCUPANTS 6 5 6PD/OCG. = 250 SEP b. STOP LINE 516H7 DISTANCE SHALL BE MAINTAINED AT ALL INTERSECTION IN CATERING, UP a 50 TO 34 6 5 / SiloiER WER /CAPITA = I-10 6PD ACGORDANGE WITH AASHTO REQUIREMENTS, DRIVEWAY/PARKING AREA SLUE5TONE PARKING FIELD SECTION MAINTENANCE CLOG, 42045,F 00.04 GPO/S.F. =1b8 GPO 1. ANY SITE PLAN ROADWAY IMPROVEMENT PLAN, AND TRAFFIC MIT16ATION PLAN SHALL -PAVEMENT SECTION PROP, MAIM. BLDG ADDN 4~ ~y ^ r ~ai •1 UI ~ o u9 REFERENCE THE OTHER ON EACH AND ALL 41 NOT TO SCALE STOR. AREA, 2400.89 5F. O OD4 6PD/5F = 96.04 6FD 4 NOT TO SCALE OFFICE AREA: 2366.44 S.F. ®006 GPD/5F = 142.11 GPD PLANS SUBMITTED AS PART OF THE TOTAL APPROVED 51TE PLAN APPLICATION. s0 \ - _ _ _ _ _ SUPERINTENDENTS RCSIDENCE: 300 GPD =300 6PD \ \ HALFWAY HOUSE (C.OMFOR7 SiATIOW, \ \ 100 GOLFERS 0 5 6PD/GOLFER = 500 GPD LOCATION MAP: 3m3 m " " _ " 2 Ll "7 SHO - - \ \ \ \ (40%OF 250 TOTAL 60LFL'-RS/DAY) NOT TO SCALE 6 $ $ 6 7 = " _ _ _ _ \ 4I 1,200 5.F. 0 A3 GPD/S.F. =36 GPD \ \ \ \ \ \ TOTAL PROPOSED FLOW (DEN51tt) = 6,731.15 6PD PAR PARKING OALOULATION5: Ln \ MILTIPLI KILTIPLE USE EXAMS, \ \ \ \ \ NOTE, THERE ARE NO PROP05ED CHANGES TO ANY EXISTING 5ANITARY OFFICE , OFFICE AREA, 2368.44 50. FT. PROP05ED P.G. \ \ \ SYSTEM RE51DIN5 ON PROPERTY. B 6INES 1 BU6INE55'CLA551FICATION'13' \ \ \ COLD 51 COLD 5TORAKSE AREA, 2400.8Q 5QFT. It- \ vRN6 PIPE I.E. N.16 RETAINING WALL, NEW LOGATION FOR SEE DTL 04, DWG AID 6 AID TW = 365 \ \ \ \ Q 16N CAL6. FOR STORAE STORAGE' CLA551FICATION 5-2' ' FRCP 4" 5TRM TW ` 365' E45TIN6 6REEN TO CONCRETE SLAB FOR BW =35.0' PROP. 4' 5TRM DPW PIPE, BW = 305.0' PROPOSED 5ANITARY: MAx Fli MAX. FLOOR AREA ALLOWANCE5 PER OCCUPANT, ORN6 PIPE, IRRIGATION CONTROL PROP. pw \y-'~ '.PITCH =Ye' / LIN F BE REWORKED T HIS PITLH %Y /LIN FT MIN PROP05ED 5EWASE DISP05AL SYSTEM DB16N FOR OFFICE , OFFICE AREA INCLUDES; V URN5 1 E 322I' PIPE . MAINTENANCE BUILDING ADDITION; OFFICE I E 32 \ \ \ STORAGE AREA, COLD 51 OFFICE (I562b8 S.FJ 6 100 S.F. / PER50N = 16 PEOPLE COLD STORAGE AREh O KAREHOL15E (24000b4 5FJ r 100 5F / PERSON = 3 PEOPLE Z 00.001 F4-„ EXISTING CONCRETE 5LA0 FOR 2400M 5.F. 0 0.04 6,P.D./5F. = 46.04 6PD WAREHO TW=36.5 \ ~ BW = 32.0' '.e9@ .........40............ IRRIGATION CONTROL TO BE REMOVE\ OPFlCE AREA. PROP, 4" SAN PIPE, \ 40 2RAe q4 5F 0 OD6 6PD.5F = 14211 6PD TOTAL C TOTAL OCCUPANCY FOR BUILDING = 14 PEOPLE IL PITCH / LIN FT MIN \ \ \ TL DISCHARGE = 238.15 GPD . 7~ PROP. 4' 5TRM 0" PIPE, / PITCH =Y1 /LIN FT ' f \ EXISTINE PROPOSED 5EPTI0 TANK, 325 EXI° EXISTIN5 ON SITE PARKING CALGILATIONI CUY-J \`.'o ........................5 ss 325 EXI5TIN6 MEMBERS *Y2 MEMBER5 = 163 SPACE5 22 EX15TIMS EMFLOYEE5 o IIEMPLOYEE = 22 SPACES Q • O" 333 X 'DINS PIPE 'MAINTENANCE BUILDING ADDITION IE 3U0', 20' MIN (RET WALL) 3P 236.15 L,PD x 2 GALLONS REGUIRED 22 EXIS" = 41(23 ..33 I PROP. 57%\ INSTA INSTALL, O) e' DI A X x 4 4' ' EFF. (1,200 GALL) GALL) EXISTING- EXI5TI%QTY REQUIRED: 185 SPACES \ . F.EL. 32.50' .....10.'.MIN,(61.P.6)..... O PROPOSED LEACHING POOL I PROPOS aq It - ~ 1 5 6PD / 5 GPD/SF - S.F. REOb PROPOSED QTY REQUIRED. IQ SPACES UV7 (ON SLAB - NO BASEMENT) ' 3 238.1 1561 EXISTINE EXISTING QTY PROVIDED, 204 SPACES U m VIDE \ 3e (U 8' VA x 12 EFF. DEPTH PROPOSE) 3D„'f,I 3005F. PROVIDED EXI5TINE EXISTIN6 PARKINS SPACES 15 SUFFICIENT FOR REWIRED Q••1 Q PRO PROP. STORM DRAIN 4" STRM DRN6 PIPE, PARKINS FOR PROPOSED MAINTENANCE MLDINS ADDITION n SEE? (I . . i 10'9 x 13' EFF. MP POST TB RLC TW = 36.5 PITCH = Ye"AF, MIN \ I PROP05ED SANITARY 5Y5TEM (PROPOSED MINIMUM COMMERCIAL 5ANITARY SYSTEM) PARKINS I 1,200 GAL SEPTIC TANK O LA DEPTH EX D 1 W N 10'm 51) 0 ti...... :.E TER FENCE T59, EX EX UTILITY X TER 35- G PIPE IE 325'. &V x 12' EFF. DEPNi LEACHING POOL 20D~' PROP.\ MAINTAIN 5% GRADE WITHIN 20' OF MIN(RET ~4L EL.34.9' EL. 54A y SITE PLAN g7ORj ON 4CImY BY, p"1 fn EX p7TR. 5P16KET 6 . SANITARY SYSTEM N W. TIE `E1 ..........EK CONC. CURB TBR . 10' MIN-(B1DG)' / BL. BS.9' ~8 W LP/ FJ m:W YOUNG I YOUNG, LAND 9JRVEYOR5 n% Q 39.9' DLo 400 OSTRANDER AVEME I-~I 0 G 32:16 -tog O AYEY RIVE14M, NEW YORK 11901 W 3 M. 31.9' iDAM -so' (516) 727-2303 ~ X Z IL \ 2~' s=ae EX GONG. SLABNGN DRN TBR.:: EX TRAILSR TER . 3231'.... 5, ~ Jh 8..31.9' . RN TBR, ,EX • FX EDGE OF ;pVM TBR " '3i \ 1, EJCP \ 555 'FX ED61 +401 T 0 EX 50 LP 'B RL , p ' 7L2T ~ < US _~~~~py I_I ' EXIST. ASPHALT EX. AA/G 300 L. 2 POO L FACE C0 A . EX GONG. 5LAB TER PAVEMENT TER WASTE OIL TANK Y, S 33H P/G SLAB TO REMATTTTTT A FFRE TTOO~ AS PERFO M W J Q~ WARM SW Y 10,, p l Q O z z z ,100.00 ' T 3235 Iq 9' OH. DR. Ox 9 0.: x T 0H 32 08 320& PROP. a. M.A. J EXISTING 1 . X 363 3F. ASPHALT PAVEMENT 32l 32 q2 P.C. RAMP BL. n.9' 324 EX MTR 32e \ na No WATER ENCPMIEREP 11yi y P. POUR D REINF. GONG. O G Now i-~, 34.5' rci 323 G X G 6 APRON FOR VERHEAD DOORS O' m 323. 3.254, i EX. GA5 5ERVICE LINE TO REMAIN 0 330 8.2' SHEET INDEX: ENGINEER, OF a W PRO PROP05ED &X05 COVERED BREEZEWAY, 5.1 SITE PLAN X 3_641 X .1011 JOINING EXISTING AND PROPOSED 5.2 PARTIAL 517E PUN rN 5-3 LI&ITINS PLANE T MALI MAINTENANCE EVILDIN55. 5-4 SAMTARY RISER PLA AND PRt PROPOSED WATER SERVICE OSED MIN ENANOE 9UILDI1NS _ q^ ~yO9,~~.1 MID P ROP El"Anm a0~ x3l-a(4 46.81' ~ ~ "m (I"m GOYYCK YIYIrvL~/ RIM yy EXI5TING X MAINTENANCE BUILDING AND PUMP HOU5E X 316b F.EL. 32.50' EX. 2"m WTR SRVG~TO EX. RPZ SCOPE OF WORK: ~Fa 073h93 4= P \ N,l EX. GRATE 3 W DEVICE AT ROAD (TR) 1. INSTALL O CONTROL MEASURES BEFORE F FE55> C NC WDR GRADE PER PROPOSED PER PARTIAL EXCAVATE, FOR 5.D. L.P. , 2. GRADE \ 1 X-6-I S JEFFREY T. BUTLER, P E. LE L 517E 517E PLAN. 3 I 3 N5TATALL PROPER ROPOSED RETAINING WALL, BUILDING v 3216 .EXI5TIN6 - FOOTING, FOUNDATION AND SLAB (INSTALL - EXI5TIN5 APPROVED PROPOSED SANITARY PIPING). J 4. PROVIDE PROPOSED SANITARY SYSTEM AND O / EXI5T. \ SANITARY 5Y5TE4 STORM DRAINAGE STRUCTURE. 2 m A5PHALT=PAVEMENT 3~ 00 5. CON5TRUCT MAINTENANCE EIALDINS ADDITION. 0 Mo WORK) \ 8'd LP/ ~ d a N LL C 325 o L,l p sur-FOLKc SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES s m O p Q . UA .32241 3.10 APPROVED m N Z ~ EX15T. FUEL TAREMAIN X Xai REFEREPICE REFERENCE NUMBER: SID-B7-veTS ~(N O , 215 G3~ 215 6A1 DIESEx U 2$O GAL WA5TX 3230 3 EX. SAN / GRIM 32.04 SEE DRAWING fi 1 OF 3 FOR SPECIAL CONDIT{ONS LL PIPING ( I SEE DRA4T -1 D- 55 -1 O RIM 32.04 \ REVIEWER'S REVIEWERS INITIALS: K1 O Q- m p 4 ` EX5TING _ \ \ 5EPTIC TANK \~j~ \ \ LEMMA a v z z O / E P \ PROPERTY LINE Z Q J O I 4 DEMOLITION J O v m O x 32 45 M 3161 SANITARY SEVER cam W 1: LL O WATER SERVICE 17 F 'Z . GRATE 5,D. L.P. a STORM DRAIN - 5D - J V O O a OV5T CONTOUR _ __n IT 41 II II LI, L1 ~LL v ~ O EXISTINS CONTOUR TO Be - REDIRECTED ` - 1 Z IJ,J T ST X5M H LE PROPOSED BOTTOM A TOP IT APR -2 2013 Q / 3221\~ x- EXISTING OF RETAINING WALL Q Son NvIA wim FLOW ARROW d Plannmq RO•Id 7Q \ ASPHALT PAVEMENT i 3219 3231.1 8.P 8 1' 8 I' EX. GONG WALL AND TH 3260 SLA~TO REMAIN EX STRM DRAIN ORATE COVER 3Jq ryj 34S' tti 3z0 x l I I SEPTIC TANK _ I\O/ FDAv/~' E : 32.1 E 3306E E LEACHING POOL (0` 52 B6 _ GONG. EX. ELEC SERVICE (TR) RAMP' EXISTING GRADE x 6.0 13 3224 31 B TEST HOLE FLOOR ELEVATION FL.EL. = Y EXISTING (460 VOLT UNDERGROUND ELEEGTRIGAV. SERVI~E1 PARTIAL SITE PLAN 32 3 S-2 E' E , 52.5 EXISTING `EX ELEG TO BE RE40VEP (TER) O \ EX. EX. ELECT. XFMR FRAME GARAGE (TO REMAIN) 10 5 0 10 20 30 '6 TO TO REMAIN F.FL.EL. 32.91' (TO 2 of C oPAPHIO 5GALE I" = 10'-O" p 52,22 rv T MAINTAINED FOOTGANDLE VALUES AT GRADE, USING A .72 MAINTENANCE FACTOR. g ~ D I.......~~_ - m PROPOSED L NE OF SILT FENCE AND Statistical Area summary,` TirZ9 P. TPIIS PAG'.e:li:t9lvv'T Ei:L'N RE~~aIY~,''WED BY THIN BUFF, l HA'(BALES. INTAIN DURIN6 COUNTY UEPAlVJ:XhNT OP nLC lII S£RVPCE3 ii DEMOLITION ND CON5T"TION. Project, LAUREL LINKS - MAINTENANCE BLDG ADDITION FFrIM NEW LOCATION FOR (SEE DW5 No 5-4 FOR DETAILS) Label Avg Max Min Avg/Min Mox/Min - CONCRETE SLAB FOR IRRIGATION CONTROL INSIDE PROPERTY 0.8 2.7 0.2 0.00 0.00 Dpuolu:lPSClary eseselpllon pppoN: ~Flclpry~Ing1 btl) . , ChNp1 Atltl Aprt pllpppllla sol.Tp va" s ' Y]Nballaall~-aIN~. 3/NIYIIUlISaWHP z)rvballan(ss-smu xesnnml z aArvh111uI(spWHPSenlyt B ~ N ~ ~ x puad-volt balldslllo-mow NPS OnIat M S _ THIS LI THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM Dyad-vmmauamo LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS UTILIZING CURRENT INDUSTRY v.voubahausoa~ brvollbellazltap 6lpWMNeoIW T " - o LIMIT OF CLEARING, GRADING AND LABOR 6ROUND DISTURBANCE STAND, STANDARD LAMP RATIN65 IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY E45eriee tr.(mllwm:mom 1n-VO tb?iet11061WW HP5 T photo cel PAW l (twNam prv, O I T (AREA OF 015TURBANOE: M,545 S.F) APPRG PfDJeetse Cutoff Ph.( Nil nmyam APPROVED METHODS. AGUTAL PERFORMANCE OF ANY MANUFAGNRER's LUMINAIRE MAY The reflector or projects hurt out and any amnm cmor or Bmnm Color Bhroud BE _ VARY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS AND OTHER from the Iltlere. An excetienl phone for Dpldcamr-1.21U' Gold Color Shmud Ww1l.bh mlL HM) Niph Pmm Rmor Ilpsl ~ ~ IK ~ y ~ ~ 4 elf p, VARIAI VARIABLE FIELD CONDITIONS. eghtlng shall parkIng or public areas xmh pmm F,nm hr nen to pulldings Tampemmoi lean Fa Trmoemroollens Fasteners J' IC IC ~r IC vol MOWllnp la NNlcaI MOWtmp(dasvlvanh( A .9 .P 0 LumincNre ~ PROP05ED Luminalre Schedule NOTICIdpWlNtla Polyptil,ine Lithe N01E:Nptewilrblewllen holM1 hylpN phplOWll suPplled S GSi ~Y~S N q A Wn ~YS rh Lens MAINTENANCE BUILDING ADDITION Qt Lab Ott Label Arrangement Lumens LLF Dese rl tlon Total Hatts Height enpeesorlec Run os: (F111tl-InINlb1) N s7 &.EL. 32.50' 4 A Description 4 A SINGLE 1200 EA. 0.720 RUDD E4 SERIES 35 WsDspel' caddait Montreal SuftoMountoouc pnulptwles lotlpllon plNlep Number 5 rv n Budaea Mountmy Cox so-7 „ ^ 6 6 P PROJECTION CUTOFF Deecrlpeon tamp Type Number Position pole Moolair mpW Pol. Moumino Bracket PAB.7' HIGH PRESSURE SODIUM 11,010"Llon 35w hpe E4503-1 Hall Mounted Tamperympl straws, Tampelpmpl Smewdrlhr TP$7 MODEL No. E4503-1 cutoff PsPI ~ bFM ® EXISTING ru sa".v. MAINTEWIGE 5111LDING • ' AND PUMP HOUSE F.EL. 3250' ierviurmreaxr - PROP05W STABILIZED CON5TPXTION ENTRANCE (5EE DTL, THIS DWG) U m - - - - a d) EROSION GONTROL PLAN NEW LOGATION FOR W N CMRETE SLAB FOR IRRIGATION GONTROL-,,,,` a ~m 20 10 O 20 40 60 80 100 PROPOSED D 6RAPHI6 56ALE 1" 201-0" RETAINING WALL - . • . W m O X ~wLL xz H TO' MIN 5TONE PAVEMENT 1545TIN6 EXISTNB 2" 3•~ PAVEMENr GROUND o~ FILTER CLOTH PROFILE `o MDUNTABLE BERM m 1..~ (OPTIONAU 0013 0313 0.413 1.413 to s TO, MIN. PROP05EP 0013 0b13 0A13 iho iz MAINTENANCE BUILDING ADDITION a R`X 6.EL. 3250' KASHRAOK D (OPTIONAL) ENGINEER -v 0 p NEW y QR R. R R R R ~rn 0.1 zi ? yIU~ _"la MIN^ Ex15TIN6 E%15TIN6 F.~' • - COARSEv: PAVEMENr 6ROIMD 3' .•F-A66RE6ATE.: _ _ ~ ~09 * \ \ THY 4~ Y Y' Y'•Y' Y' \ 0 000 0.40 0.70 2b? Ilb t~ _-cLL:d,~a DRAINAGE TO d AA' b ~Q SF` 073493 CPS SEDIMENT TRAPPING lion CPS ? ? AOFE55~~ DEVILS SEE NOTE B O~ 0.10 0.1 C3 2..10 7.1 11x.0 a 0. OA OA 1. STONE SIZE - USE 2" STONE, OR RECYCLED CONCRETE EQUIVALENT 2. LENSTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY) Ilb 7.1 1.2 10 1.4 12 EXISTING 10 1.2 7,1 12 42 t1 Q (4) EXTERIOR LIGHT FIXTURE 'A', 7:1 ? C3 JEFFREY T. BUTLER, PE. ? ? 1.2 1 D D5 00 3. THICKNESS - NOT LE55 THAN 6". w 4. WIDTH - 14' MINIMUM BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRE55 OR EGRESS OCCURS. cop 3C p WIEIIIALT PAVEMENT ? 12 WALL MOUNTED V ABOVE GRADE 27 22p ? (SEE LTC, 50H. FOR INFO) ? I6? 1.4? ? ? Q 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ? ? ? ? ? ? ? ? ? ?15 1..4? plb A4 OA ~ _ ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING 15 IMPRACTICAL, A MOUNTABLE It 2.1 2b 3.4 2b 2.1 lb 1,4 12 O V BERM WITH Ed SLOPES WILL BE PERMITTED, 1. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT 000 o. 0.40 1.40 ?1.0 TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. ALL SEDIMENT SPILLED, N DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. G. WHEN WASHING 15 REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH STONE AND DRAINS ? ? ? ? ? ? ? ? ? D a•. ? mu- INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. ? ? ? ? 09 0.7 07 12 0.7 0.1 0A 0.4 ID Cf" Ob ro ry z ~ ~ OD 0.2 Ob 0.4 V N O ~ O STABILIZED CONSTRUCTION ENTRANCE ? ? ? ? ? ? ? ? ? ? Q ? El ' q L J vp ~ Q rL NOT TO SCALE 0.1 02 03 Ob 0.1 0.4 03 0.4 0.1 0b 3 09 06 ''03 OQ Q Cl GENERAL POLLUTION AND DU5T CONTROL MEA5URE5• EX. GRATE EX15TINO EX15TINO N ? ? ? ? ? ? ? ? Fes 5.0 L P. ? ? ? , ; p MAINTENANGE EUILDIM OD OD OA 0.0 OD 00 OA OA 00 OA OD OD oij OD AND PUMP HOUSE TNANGE BUILDING N Z 1. Tit DEMOLITION SHALL BE PERFORMED BY THE GOMRACTOR(5) AT THEIR OWN RISK AND 13. EXCAVATING AND GRAOINO SHALL NOT CREATE SLOPES GRATER THAN EI ALL SLOPES LIABILITY. ALL DAMAGE TO THE RIGHT OF WAYS, SIDEWALK5, CURBING BOTH ON 51TE OR TO BE STABILIZED WIT-1 EROSION CONTROL PRACTIGES AND VEGETATION. F.EL. 3250' ID PUMP NOOSE a Z X F.EL. 3250' O < O ADJACENT TO THE DEMOLITION AREA WILL BE REPAIRED OR REPLACED 50LELY AT THE 14. TOP 501L TO BE 5TOCKEO PILED AND RE-USED ON 51TE AFTER EXCAVATING 15 GONTRACTORS EXPENSE. COMPLETED. 2. TO THE BEST OF THE ENGINEERS KNOWLEDGE, NO ENVIRONMENTAL HAZARD(5), THAT COULD 15. TEMPORARY OR PERMANENT STABILIZATION MEASURES SHOULD BE INSTALLED AT GRADED BE A66RAVATEP BY THE DEMOLITION PROCEDURE, EXIST5 ON THIS SITE, AND STRIPPED AREAS THROUGH THE USE CF TEMPORARY SEEDING AS REWIRED. EXISTING LI Q LL 3. THE CONTRACTOR 15 APVI5ED TO USE CAUTION WHEN EXCAVATING AND REMOVING A SEED MIXTURES SHALL BE IN ACCORDANCE WITH 501L CONSERVATION SERVICE SUBSURFACE STRUCTURES, PIPING, ETC., DUE TO THE LIMITED AVAILABILITY OF INFORMATION RECOMMENDATIONS. ASPHALT PAVEMENT CONCERNING SUBSURFACE UTILITIES. TEMPORARY SEEDING 15 AS FOLLOWS. < N O O 4. APPROPRIATE MEANS SHALL BE ICED TO CONTROL OCT DURING EXCAVATION, GRADING, A) RYE GRAS5 (ANNUAL OR PERENNIAU AT 30 LEG. PER ACRE (0.11-13511000 5F) PLANTING AND CON5TWIGTION. B) CERTIFIED'ARC05TOOK' WINTER RYE (CEREAL RYE) AT 100 L55 PER ACRE (2.5 N lU 5. ALL RUNOFF SHALL BE RETAINED ON-51TE IN ACCORDANCE WITH LOCAL REGULATIONS AND LBS/5F) O" Y d N O ° / PPROVAL& USE WINTER RYE IF SEEDING IN OCTOBER / NOVEMBER PROVIDE MULCH (INOLU ING 6. ADEQUATE FENCING 15 TO BE ERECTED AROUND THE PROPERTY, IN51PE OF THE 510EWAlK, GRAVEL MULCH) Z• z BY THE CONTRACTOR PRIOR TO THE START OF DEMOLITION. THE CONTRACTOR 15 TO 11. SEDIMENT SHALL BE TRAPPED ON THE 51TE AND NOT PERMITTED TO ENTER ADJACENT vs ua MAINTAIN THE FENCE DURING THE DEMOLITION AND THE FENCE 15 TO REMAIN IN PLACE UNTIL PROPERTIES OR PUBLIC ROADS OR DRAINAGE 5Y5TEM5.5EDIMENT BARRIERS SHALL BE ALL EXCAVATIONS HAVE BEEN FILLED WITH BITABLE BACKFILL OR THE PROP05ED INSTALLED ALONG THE LIMITS OF DI5M25AWE PRIOR TO THE START OF CONSTRUCTION O ~ 0 Q O O SUBSURFACE STRUCTURE(S) HAVE BEEN INSTALLED AS 5HOWN ON THE PROPOSED 51TE RAN. AND SHALL BE MAINTAINED I.NTIL CONSTRUCTION 15 COMPLETE. 1. GATES ARE TO BE INSTALLED AT ALL ENTRANCES TO TIE SITE. THESE GATES WILL BE 15. PROPER MAINTENANCE OF ER05ION CONTROL MEASURES 15 TO BE PERFORMED AS 5ECURELY CLOSED AT THE END OF THE DAY WHEN THE DEMOLITION OPERA71M ARE INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR PROLONGED STORMS. CEASED AND THE WORKER5 HAVE LEFT THE SITE. MAINTENANCE MEASURES ARE TO INCLUDE, BIT NOT LIMITED TO, GLEANING OF RECHARGE - S FADE I3. SS NOT IlEEN RE`JIEWED 13 THE SUFFOLK 8. A 5TA13ILIZEU CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT 5011- AND ENGINE, SEDIMENT TRAPS AND DRY WELLS, CLEANING AND REPAIR OF SEDIMENT BARRIERS, THIS ~c T' HS 2013 L005E DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE CONSTRUCTION ENTRANCE REPAIR OF BERMS AND RUNOFF PNERTERS, AND GLEANING AND REPAIR OF INLET SHALL BE MAINTAINED UNTIL THE SITE 15 PERMANENTLY STABILIZED. PROTECTION DEVICES, IL COUNTY DEPARTMENT' OF I:EALTII SERVICES : mitlii la Tiuun OE: 9. EXCAVATION PROCEDURES 5HAI.1- BE PERFORMED BY THE CONTRACTOR(S), IN ACCORDANCE A MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS AND UNTIL ALL L I C HT NC PLAN I lannn g flo vtl _ WTH ALL FEDERAL, STATE AND LOCAL CODES AND REGULATIONS. 019TUPBED AREAS ARE 5TABILIZED. L l0, CLEARING AND GRADING SHALL BE SCHEDULED 50 AS TO MINIMIZE THE EXTENT OF 20. UNLE55 OTHERWISE DIRECTED BY THE OWNER THE CONTRACTOR 15 RESPONSIBLE FOR L@ EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EW05ER AT ONE TINE. MAINTAINING THE NEGE55ARY RECORD5 OF CONSTRUCTION ACTIVITIES, PREPARATION OF BUFFER AREAS OF VEGETATION SHOULD BE LEFT WHERE PRACTICAL. INSPECTION REPORTS, AND REPORTING RELEASE OF POLLUTANTS TO THE PROPER IG I. NO GRADING TO OCCUR WITHIN 15 FEET OF PROPERTY LINES. AUTHORITIES AS NECESSARY TO COMPLY WITH THE NATIONWIDE PERMIT. THE CONTRACTOR E l0 5 10 20 30 40 So JEFFREY T. BUTLER, PE, 15 NOT R 6RAPHIG SCAL LE INADEGUATE LIGHT LEVELS, THIS :R, P.E. 15 NOT RESPONSIBLE FOR SAFETY AND 5ECURITY RISKS DUE TO J S-3 12. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO REDUCE RNNOFF SHALL REPORT ANY REWIRED MODIFICATIONS TO THE 5WPPP NEGE59TATED BY FIELD T LEVEL5, THIS 15 NOT A RECOMMENDED LI6HT LAYOUT. IT 15 A DE516N VELOGITIE5. RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES. CONDITION5 OR CONSTRICTION ACTIVITIES TO THE ENGINEER FOR REVISION OF THE 5WPPP WHERE APPROPRIATE, BASED UPON THE SOUTHOLD TOH 50MOLD TOWN CODE - ARTICLE XXXXV-OUTDOOR L16HTI% 5 Of 6 rv EL. 54.9' O, 4 SEPARATION DISTANCE REQUIREMENTS FOR UNY STORNMA R LEACHING STRUMIRES AND PIPING EL. 59.9' L0.W . . (OU (W HORIZONTAL 5EPARATION 2ISTANCE5 FOR STORM HORIZONTAL SEPARATION 215TANCE5 FOR 5TORM HEAVY WmTY AND LOCKIN6 LAST i CAST OR" c ANY1BY 6' MIN TRAFFIC EL. 91.9' ~ LOAH(OU N DRAINAGE LEA6MN6 POOLS DRA NA.SF NON- FACING 5TRIY.TIRR IRON COVER TO GRADE PROPERTY LINE = 10' MINIMJM WATER 5ERVICE LHS5MTERAL5MAIN5 - 5' MINIMUM BEARING SLAB S1~DE BUILDINGS WITH CELLAR = 10' MINIMM UNDER6ROUND UTILITIES = 5' MINIMUM FINISHED GRADE BUILDINGS ON ELAB = IOMINIMM WATER SERVICE LINEMTERALSMAINS = 10' MINIMUM VERTICAL SEPARATION DISTANCES FOR STORM 2' F _ m zrv - ,N,^^ ~ ~m UNDEWROUHD UTILITIES = T MINIMUM DRAINAGE LINES N N ~ W~ N N SANITARY LEACHING POOLS = 20' MINIMUM WATER SERVICE LINES = 15' MINIMUM IN F PUMP STATION = 5' MINIMUM SANITARY WASTE LINES = 15' MINIMUM Y MIN N PALE 5R": FE TO ~ ~ ~ JJJJJJ~ p GREASE TRAP = 5' MINIMUM -WARM MANHOLE = 5' MINIMUM PRIVATE WELLS = 50' MINIMUM MIN. 4'm 5DR 35 (9HI~O RETAINING WALLS - IO' MINIMUM PVC PIPE OR T®® y~o FUEL 5TORA6E TANKS (BELOW GROUND) = 20' MINIMUM EQUAL, PITCHED MIN AST IRON FRAME AND 6RATE/G47VER Ye' pEIR LIN FT PROPOSED o N N ~ ~ _ CAMPBELL III G OR APPROVED EMAL 2® NA1 PROPOSED RETAINING BUILDING WALL (5EE BEPERATION 'A EL. 119' -17A, ADDITION DISTANCE NOTE BELOW FIR GRD a FRDP. G.I. CVR G.I. CVR $J 3' MIN. No WATER ENCAIMTERED S.T. = EL. 36.0 EL.=36A' EL: 3GA' G.I. FIN 6RD = B. 320' U a' EI: ~5 FINAL GRADE COLLAR FRop, TE-5T HOLE DATA PROP GRADE H' TRAFFIC _ AS PERFORMED BY - BEARING SLAB APPLICABLE) YOUNG a YOUNG FLELI 3250' ON ALY 16, 1001 I.E. = 3130' ~I (WHERE TIMIN. pp/~/~~~ . FLON LINE $ 7 7 rv ~ ~ ~ m $ O 0 PROPOSED PROPOSED, IE =3086 4" DIA PVC PIPE, 01 12' T 6' MIN. PENETRATION IE =3034' IE _ #34' EFF. DEPTH 3' MIN. ® o HI6HE5T RECORDED GRID INTO A VIRGIN 220 •Ys' l LF. = 55'= 0.46' § PROPOSED~p~ V ry~T(Y STRATA OF 5AND AND 4"121A PVC, PIPE, PROPOSED. LEACHING POOL i PROPOSED 4' 121A PVC, PIPE, I 3' MIN CLEAN ~DED VN TER GRAVEL 6.0 *)W /LF.=14 5.0 *)W / L.F. = IA' = 0 ob. SAND COLLAR SEPARATION DISTANCE REOMTS FOR SANITARY PROPOSED WRAP STRULTURE5 (CLEAN SAND 1 BACKFILL MATERIAL LEACHING 5TRUCTL'RE5, 1,200 GAL SEPTIC TANG (GLEAN SAND a GRAVEL) MINIMIM HORIZONTAL SEPARATION 015TAN6,E5: WITH FILTER FABRIC TYP. 5ANITARY L B. WILDING ON SLAB =10'-O' -0' ITARY LEAGHIN6 POOL (LP) A'W1LD1N6wS 1 SCALE: N.T.S. G. WATER LINES = 10'-O" D. WRFALE WATER (WETLANDS) = I00'-0" F, R)BLIG CELL = 200'-0' GRO UND WATER AMETER 6. PRIVATE WELL = 150'-0" H. RET HALL (KIRPROFF) - 1D-O' BA. POOL • EL 15.4E' J. IUG FUEL TANKS = 20'-0' eIR411IND R 6.93' _ g K. U16 UTILITIES = 5'-0" H16H T DATA YELL RECORDED D ND. 965560.1 L. STORM DRAINS - 20'-0" NO GROUND YNTER ENCOUNTERED 0 i EL. I1.9'(T6T HOLE DUG MATERIAL ATIOW M. GATGH BASINS, NON-LEAGHIN6 = 5'-0" NO GRNLOUMERE IA' 15T HOLE VW TO IT' 6LW 6RADE1 N. SAN. L.P. = 6'-0' P. PROP. LINES = 101-0' JRATA13RLEE ATEABLE 501E O. TO. 51-OPE = 25'-0' R. BLUFF = 65'-0' UNDERLYING SAND AND 6RAVEL STRATA 5. 5EPTIG TANK = Y-0" N PROPOSED SANITARY RISER DIAGRAM U m I. COLLAR DEPTH 15 NOT REQUIRED WHEN RATABLE MATERIAL EXISTS FOR FULL DEPTH. ADDITION TO EXISTING SEPTIC SYSTEM SYSTEM SUP EM y'` a ° dJ 2. COLLAR MATERIAL SHALL BE CLEAN GRAVEL OR BANK RUN. NOT TO SCALE - SUFFOLK COUNTY pDEPARTMENT OF HEALTH SERVICE'3 9, ALL DRAINA6E 5TRUCTURE5 MUST BE WRAPPED WITH FILTER FABRIC. PER STANDARDS FOR APPROVAL OF PLANS AND ~GON5TRIIGTION FOR SEWAGE ~L] N SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES REFE'DATED: XLY 15, 2008 REFERENCE NUfcF®EFi:_ l0~ D7-Dols a m TYPICAL 5TORM WATER rC' SEE SEE DRAV,ANG * OF 3 FOR SFECIALCONDrnoms L EA.CHIN6 POOL (512) DETAIL SANITARY DISTANGE FWH RETAINING REVIE 415 REVIEWER'S INITIALS: ~I W W3 ~y NOT TO 56ALE (PER S.DLN.S. REOMT5, 5E(TION XXI, BALKFILLIN~5L AND FINAL GRADING) XZ~ 1. RETAINING WALL5 SHALL BE CON5TRUGTEO TO MET THE FOLLOWNG REGIUIREME NT5~ A. RETAINING WALLS THAT ARE LOCATED WITHIN 20 FEET OF SEWAGE 0I5P05AL 5Y5TEM SHALL BE LL BE (.ONSTRIZTED OF REINFORGED CONCRETE. p~ B. NO PART OF THE SEWAGE DISPOSAL SYSTEM SHALL SE PLACED GLOSER THAN 10 FEET FROM A OMA ° W RETAINING WALL. CL Lu G, IF THE LEACHING POOLS ARE LOCATED CLOSER THAN 20 FEET FROM THE RETAINING WALL, WATERPROOFING WILL BE REQUIRED TO PREVENT THE 5EEPA6E OF LEAGHATE THROUGH THE WALL. U1 N m JLI • HEAVY DUTY AND L wwwAlpnetnycll.com CAST IRON COVERS T EAV'f ?M AND LOCKING L~ ST IRON DOVER5 TO GRADE of NEWYORKCIIY or FINISHED 6RAOE ENGINEER. VI I V & SONG I~.AND (for other states) 800-212-44801511 24" '4 24' VMIN BEARING TOPIC NEW y00 By law, axaevatom and contractors working In the For safety masons, homeowners am strongly Bva boroughs of New York City and Nassau and encouraged to call as well when planning any INLET Suffolk Counties on Lang Island must contact type of digging on their property. Homeowners b OUTLET (n .J-`' c7 EXTRA STREN6TH FILTER FABRIC STEEL OR WOOD REQ'D. WITHOUT WIRE MESH SUPPORT POST (TYP) DlgNet, 1-800-272-4480 or 811, at least 4a hours can contact us directly at 1.800.272.4180 or by MIN 4' 121h but no more then 10 worlUng days (excluding telling 811, the national call before you dig Wit 35 PVC I 6" FLOW LINE MIN IV OW weekends and legal holidays) prlorto beginning number. For excavation work completed an PIPE OR e s 5DR$PVZ 2~ 4 073493 =i m PIPE OR A OFESS~~c%/ s - 10' MAX. O.G. SPA6IN6 any mechanized digging or excavation work to personal property, It Is the contractors 5XIVAt8U EpMALEM W/ WIRE SUPPORT FENCE 6' MAX. O.G. 5PACIN6 ensure underground lines are marked. responsibility-NOT the homeowners-to contact PITCHED MIN. Excavators and contractors can aim submit DlgNat Having utility lines marked prior to A IN / I FT BAFFLE 'I PITC41ED MIN JEFFREY T. BUTLER, P.E. W/O WIRE SUPPORT FENCE locate requests online, through ITIC. If you do not digging is free of charge. o o WALL 4 Jb IN / I FT Yl Q currently use ITIC, please call 1-BD0.524-7803 a for more Information. I, C) 4 a V1I m ly ~ W ATTACH FILTER FABRIC SECURELY TO UPSTREAM 5IDE OF POST MILDINS WIRE OR TmNE _ X STAKE5 ITH0 PER SEPARATION D15TANGE REOW5 FOR SANITARY 1 V ~N 0 z O h qAI Fl (AFPALT® 5EPTIG TANKS: FT Per ly d ~t ~ D- Q a 36" HI6H POLE (MAX) FILL STRAW MIN. HORIZONTAL SEPARATION DISTANCES. STEEL OR WOOD P05T SAE A BALDING H/ CELLAR = 10'-0' / ~ < J) o 0};ry 6RADE B. BJILDIN6 ON SLAB = 5~-0" 0. WATER LINES = 10'-0' D. 5URFALE HATER (WETLIAN(25) = 15'-0" / ~VZzo Too F, PUBLIC WELL = 200'-0"' ~z--J0 FLOW FLOW SECTION 6. PRNATE WELL = 1000' / H. RET. KAU (HTRPROOFP =10'-0° J. U/6 FUEL TANKS = 2010" K. U/6 UTILITIES = 5'-O" I L, STORM DRAINS - 20'-0I' W - P BOTTOM OF M. CATCH BASINS = 5'-O" DRAIR4QE S KALE I NAY BALES (NON-LEACHINS) -I rO + 11 N. SAN L.F. = P. PROP. LItE5 = 5'-0' ~e /3/4" MIN. O. TO. SLOPE - '-0" 25-0' \ Tl -W- E-7 z f\\ \\y~~T\\i~~ cV ~j %/\\%DRAIN ROCK PLAN R BLUFF = 65'-25 f`1 4" X 6" TRENCH 2013 z 4 COMPACTED STAKES (TYP), SEE SECTION SALES TO BE SET IN \ i01ho Tmmt BAGKFILL NO1TE5: \ E ALL PIPIN51N5TAUJV rom DS SHALL BE CAST I" TRENCH DETAIL INSTAL i ATION WITHOUT TRENCHING 1. ~GONORETE TO TEST u 11 ll ll ll 11 11 1 11 11 4000 P.S.1 Is 25 DAYS AIN CAST IRON LEAVING NOTES, u n I p ll II II II II 1 1 p n _ J A D15TANCE OF V AWAY PAGE : FROM ELW PERIMETER SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO MAXIMIZE PONDI'N6 EFFICIENCY. ll ~ n " A5.TM. A-615, A-185 5PcC5 ~ D DESIGN PERFORMED IN I115PECT AND REPAIR SILT FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. iARY. I II a 11 11 H n II a Ii ii 3. ALL SANITARY P1 5 TO BE ACCORDANCE NTH 5CDH5 SPEC5. S-4 REMOVED SEDIMENT SHALL BE DEP05ITED TO AN AREA THAT WILL NOT ALLOW OFF-5M TRANSPORT. RT. ELEVATION aura SDR 33 PVC. STRAW BALE BARRIER 5EPTIG TANK T~4NK 1200 6PAL. SCALE SILT EENrE DETAIL NOT TO 5GALE SGALE: NOT TO SCALE NOT TO SCALE 4 of 0 I i THIS PAGE HAS NOT DEEIQ REVIEWED BYTHE S r> Y COUNTYDEPARTMENT OP HEALTH SERVICES G cull GUT ALTERNATE BARS 8 DOWEL PAPER 5LEEVE P >/E PARTING STRIP N r yyinn 'v FILLER REAR OF BLDG (EAST 51DE) EXISTING GRADE TO BE RETAINING WALL RETAINING WALL 9 st w a Q EX1571NG GRADE ®EL. 39'-O" REDIRECTED RED CEDAR BOARD AND ...;::J,:::;:d.p:.:::uJS.,:, a:;. . - 11 I BATTEN ROUGH SAWN EXPANSION JOINT CONTROL JOINT 4 m FLA5HI145 A5 REQUIRED t4' FRONT OF PROP05ED GRADE ® EL. 361-0"~ /.~B~~UILDING GONGRE ~I CONCRETE RETAINING q rv ry (WE5T SIDE) KALL O WALL OUTLINE CHART 6 $ 6 P ^i~i,~EX15TING'. r~r~~rl~ ~ N~T TO K)C F ' PROPOSED f 'P05ED REQUIRED FOOTING SIZE r / PIP , RET. WALL WALL REFER TO DETAIL 'W, HEIGHT (FT) OT (FT) THI5 DWG GRADE ® EL 32.0' O C 0 © 0 0 0 DRNG PIPE LE. 31.16J'~ DRNG PIPE I.E. 31.10' • - ` 3 2'- 3 2'-6" 0'-T' 1'-O" B.O. RET WALL . a , • . . 4 3•. 4 3'-2" 1'-O" O'-9" 1'-5" eEL. 2W_O: - - T ~ SHOWN 5 3'- T L- y 6 4'. 5 3'-10" I'-1" 1'-O" 1'-9" 6 4'-6" 1'-2" 1'-3" 2,_1„ PROP05ED P.G. RETAINING WALL 5'- PITGH TA. WALL AWAY FROM l l 5'-3" 1'-3" P-6" 2-6" SEE RETAINING WALL DETAIL 1 0 - TORTH SIDE PROPOSED BLDG 5' 0 5'-H.. I'-4" P-9" 2'-10" (THIS OHM EXTERIOR ELEVATION - NORTE MIN SLOPE = I" PER LIN FT 6'- 9 I'-5" 2'-O" 3'-3" SCALE: 1/4" = P-O" 04 0 T- 6H HBARS II OL. 10 T-5" 11-6" 2-3" 3'-8" T.O. . Y I I 8' WALL = EL. 36'-b' PIT~ ORIZ. 3" MIN. 11 2'-6" 4'-0" P ARl y, COVERAGE. TIE TO 45 12 8'- 12 8'-10" 12'-9" 4'-5" r~ /j; ;j; j~ij\// / / / /j./ •I VERTICAL, 24' OL. 113 9 13 9'-6" 1'-P" 31-0" 4'-q" FILL /ij; t 14 10, 14 10'-3" 14-10" 3'-3" 5'-2" 15 Hl- 15 11'-O" 3'-6" 5'-l" PROPOSED GRAVEL DRAIN I I6 I'- 16 11'-10" 2'-0" 3'-10" 6-0" U f(1 ` 2 • PROPOSED RETAINING WALL 1'7 12' 1-7 12,_'7" 2'-1" 4'-I" 6'-5" QI O Q PROVIDE b S.F. GRAVEL ALONG NORTH, EAST AND 18 13' 18 I31-4" 2'-2" 41-4" 6-10" dJ AND FILTER FABRIC JI ==51_06 OF PROPOSED ADDITION 19 14' 19 I4'-2" 2'-3" 4'-8" l'-3" rT' N FOR I.E. SEE NORTH AND SOUTH 4 I," .I 20 15'- 20 15,_0„ 2'-4" 5'-0" ?'-H" F+-1 p EXTERIOR ELEV. (THIS DWG) a ~m 'cj GENERAL NOTES. NIL NOTES, I. 6ON(,RETE SHALL BE PROVIDE 4'41 DRAINAGE PIPE, PITCH RETE SHALL BE 4000 P51 MIX. .L REINFORCEMENT SHOULD BE GLEAN, FREE FROM HARMFUL W ' 3 W1 L.F., MIN) TOWARD PROP STORM NS 8 Ib' O.G. 2. STEEL R AND IN COME iT, AND IN COMPLIANCE WITH APPLICABLE ASTM 5TANDARD5 a z ORNG LP ON NORTH SIDE OF BLDG. I M. RUST. AND IN COME 4 GONL ®I b" O.G. FOR DEFORMED Bf R O lL DEFORMED BASE AND STEEL WIRE. MA50NRY RETAINING WALLS SHALL BE PITCHED PER 0 O EA TI 3. TOP MASONRY BETA m v „~,:;.,y v RETAINING WALL DI REOUIREMENT5 TO WINING WALL DETIAL (THIS DWG) AND FLASHED PER DWG 2UIREMENT5 TO PREVENT THE ENTRY OF WATER. O S Q~ HEAVY EQUIPMENT J: JY EQUIPMENT USED IN BACK FILLING SHOULD NOT APPROACH C~, CQ RED CEDAR BOARD AND EXISTIING GRADE TO BE - REAR OF BLDG 4 5.0 . WALL 8 EL. 29'-O° - ~ O CLOSER TO THE TO 75ER TO THE TOP OF THE HALL THAN A DISTANCE EQUAL TO BATTEN ROUGH SAWN REDIRECTED 7 (EAST SIDE) ,p o Q° KEY THE HEIGHT OF THE HEIGHT OF THE WALL. NOTES N FRONTNGOF BUILDI L _J 1. PROVIDE CONTROL A TIDE CONTROL AND/OR CONSTRUCTION JOINTS IN CONCRETE f(1 ZING WALLS ABOUT EVERY 25 FEET AND EXPANSION JOINTS ~ (WEST 51DE) PROPOSED GRADE ® EL. 3b'-O'20 in RETAINING WALLS ABO EVERY FOURTH CONTROL AND/OR GON5TRUGTION JOINT. S 10° ABOUT EVERY FOURTH r i r r EXISTING GOATED DOWELS 5HOU D DOWELS SHOULD BE USED IF AVERAGE WALL HEIGHT ON J n All H: i ° r ? ` GRADE (1 EITHER 510E OF JOINT 510E OF JOINT 15 DIFFERENT. MIN SLOPE eYe°/LR 1'-3" 2 USE TEMPERATURE B TEMPERATURE BARS IF WALL 15 MORE THAN 12 INCHES THICK. r i ni,Y> 3. USE; DOWEL5 I"X2'-O' >OWEL5 I"X2'-O" PLAIN BARS ® 12" O.O. GRADE ® EL 32.0' ` ' DRN6 PIPE I.E. 32.21' Q 5._3" © FILLER: PREMOLI 'ILLER: PREMOLDED JOINT FILLER ENGINEER, PARTING STRIP: 'ARTING STRIP: I6 GA. GALVANIZED SHEET STEEL COATED TO 1 , L DRNG PIPE LE. 323' z ° Tea r PREVENT BON PREVENT BOND AND WIRE TIED TO REBARS 0 I2'O.G. NEW y 4. KEYS SHOWN DA5HEI B.O. R ET i SHOWN DASHED MAY BE REQUIRED TO PREVENT SLIDING IN Cp BUrO\ H WALLS AND THOSE ON MOIST CLAY. oa WALL HIGH WALLS AND Th _v__ vi ' r;1~KZ, w PROPOSED P.G. RETAININ6- ILL /R~E~TAININ6j ~ PROPOSED POURED CONCRETE RETAINING WA NIL (THI5 DWG) 4 fG WALL~~~~ EXTERIOR ELEVATION - SOUTH SIDE WALL. SEE DETAIL (THIS DWG) F2 F~ 07349''`~p=~/ 2 SCALE: 1/4" = I'-O" SCALE: 1/211=1'-0" ROFESS~O/' JEFFREY T BUTLER, PE EIPAI THIS PAGE HAS NOT BEEN REVIEWED BY THE SUUr-C:. Q QOMM DEPARTMENT OF HEALTH SERVICES Q _~J nr C7 ~ ~ -7 paq m O pu W ~ ~ ~ m > EMERALD 6F STANDING 5 EMERALD GREEN METAL STANDING SEAM ROOF Uv `ON p z p ~i LL Z OQly Lr) Q d Y ;z ? z~o ~o J r E~EE~E~EEE~7EE~E~ E~E~JE~7E~-7E~7E~ E~EEEBEE~E E®®®®® RED CEDAR BOARD AND # m BATTEN ROU6H SAWN O J ~ o ~ z~ ~ n o 0 O N o PROPOSED P.G. PRDPOSEP PL. z° W RETAINING WALL RETAWININO ING WN.ALL Q z m Q (BEYOND) (OEYOND) A O c i H, GRADE ® EL 32.0' Q' 7, 7 4 PROP05ED P.G. FOUNDATION - - ° - F 7, a. - - AND FOOTING - - - - - - - - - - - - .___•___~a 3 _~-------____-P__--_-~__------ r -_r~i --_--~i 4. . . . . ll =J APR-2213' Smil 01119 ran l PI vnng PlN .0 s EXTERIOR ELEVATION - FRONT - WEST SIDE SCALE: 1/4" = 1'-0" 5 of 6 01 r N Y 4 THIS PAC THIS PAGE HAS NOT BEEN REVIEWED BY THE SUFFOLX F PROPOSED P.G. RETAINING WALL I (SEE DWG. No. A-1.0 FOR DETAIL5 COUNTY DEPARTMENT OF HEALTH SERVICES AND ELEVATIONS) A-LO CCti 100'-0' 21'-8" PROPOSED DRAINAGE PIPING (SEE DT ° (SEE DTL No,4, DWG, No. A-LO) ry~l o 1777777. z % / IC P ~W. UU ~ Q 85 j LOCKER ROOM - ~~~JJJJ / j 213 5Q.FT. J MEN'S ROOM / T I'x4' BENCH I'xH' BENCH t ; 154 5a.FT. }F j NN L~ (12) LOCKERS TOTAL L O FOR GONT'N OF / DRAINAGE PIPING T , SEE SITE PLAN, / DWG. No. 5-2 / j 4010 3010 Salo Q~ j 14'-8' 41-0" 3'-5" 11-6. / VWALL°IINTD / a i TIMEGLIOOK N0~ FRM j j FAX/ PAPER, s10PAeE >P[P/ QA6E / GOPIEF j A-LO 0 U BREAK / MEETIN5 RM. A-I.O j Q 520 50.FT. Y P FAX 85 OMa RM. a ry ~ I I III ~ ' 4 rzi N / GOLD STORAGE g II / 2,546 SOFT. i m O I IL / (AQO psi 3'-0' 4'-2' 3'-0" cy $ CL p _3010_ _3010_ ~ to N / j ~ lz i IL 2 OFFIGE Not N OFFIGE No.1 244 50.FT. 251 50 FT. V W- EN61NE2R. ~ NEW YO s auto R~ Ib'-6' S" 2'-0' 5" 11'-0" a LE 53'-4' W # \ P A Ib of G z 9s 07349°' Pte. ~ i j Op OFE~~~ V ~ i. JEFFREY T. BUTLER, P E. i/ i 4070 / - - i (2) 3046 (2) 3046 O lo' X q' O.H.D. 10' X O.H.D. 10' X 9' O.H.D. QI ~ FIRST FLOOR 4 A o ~ -I 5GALE. 1/4" = P-O" IL w I p m in Oz Q v N O zz O IL V 't F 12 BREEZEWAY Q3 48.00 5O FT. 9 SFr ZO1^d~~ d q O~ ry 4 W V EX15TINO Y~ZO 12~ a 12 MAINTAINANGE/PUMP ~E/PUMP Q HOUSE BUILDING LDING ~ J d' r 5 9 r TA. ATE T.O. PLATE I'-O LL OVERHANG BAFFLE 1W5ULATION RHANG 0~ ~ n o 0 z R-15 IOLATION 0 'Q f~ FLA5HIN5 T A5 REOVIRED 0 p 2X4 AGQ SILL - - Q PROP. aRAOE 0 518" ANCHOR BOLTS, 48" OL. MAX. (r ETIESPOATI THIS PAGE IUS NOT BEEN REVIEWED BYTHE SUFFOLK EL. 36'-O" 12" MPX FROM GORNER5 OR 5PLIGE 3' BEARING PLATE AND SILL SEAL CO MM DEPARTMENT OF HEALTH SERVICES PROPOSED 6' THK P.G. SLAB H/ byb MIA PL. PET WALL b MIL. VAPOR BARRIER PL. FND. WALL, -'X-' PL. FOOTIN5 I- AOE : ISM No. A-ID) OVER C.OMPA( TEP FILL T.O.S, = EL.32.50' (5TORAOF AREA) -74 II}~- _ Co _-111 u-22013 A2,0 PROP05ED DPMNArE PIPING 6RADE p 3 EL 32.0' SEE". No. A-ID AND S-2 O ' 2k24' CONTINUOUS RIGID LAPR 2'x24° CONTINUOUS RI61D SECTION 1 INSULATION AT PERIMETER (R-IO) SnTam lawn nmmc P_G r, wul IN5ULATION AT PERIMETER N-10) IN 50AL.E: 1/4' = I'-O" 6 of 6 0 51TE PLAN BA5ED 51TE DATA: ON SURVEY BY: OWNER. LAUREL LINKS, LTD. WELL5 ROAD YOUNG 4 YOUNG, LAND SURVEYORS 400 05TRANDER AVENUE SUFFOLK COUNTY TAX MAP No.'s: g 04 `=@ RIVERHEAD, NEW YORK 11901 D15T. 1000 SEG. 125 BLOCK, 04 LOT. 24.23 x.. IM v~ P NO SURFACE WATERS WITHIN 7A (516) 121-2303 VIM 9 n AREA OF SITE, 6,13832.00 50.FT. (154.1 ACRES) 300 FEET OF PROPERTY LINE g z ZONE. A-G (AGRIGULTURAL CON5ERVATIOW NW_4 GNOITNn CUp pY~. i 1'avai S o NO WELL5 WITHIN 150 FEET p OF PROPERTY LINE USE: RESIDENCE AND GOLF COURSE GROUND WATER MANAGEMENT ZONE, IV BREY AVENUE WORK SITE METHOD OF WATER SUPPLY: PUBLIC DATUM, NOW (M5L 1929) N wwwAgnetnyndi.mm LL m 'oWV V~ N U OFN yaciN or EXI5TIN6 BUILDING AREA = 19,394.00 SOOT. N 51b'4240°E 245.02- \7 I &~O~UMP (foroteuell.c WITHIN ZONE T r7 XV (for other statess) ) 2.54% LOT COVER OVERAGE I y N LL LLLLLLLL L 4cp~ Ch, 4 I I~'Ayb i- 518'4000"E LLLLLLLLLLLLLL p LLLLLLLLLLLLLLLL W LLLLLLLLLLL 800212-44801 811 PROPOSED BUILDING = 24,394.00 SQ.FT. i Y~ ~ ~p O Q~ rvrv rv LLLL LLLLL 513.45'S0'g 518'31'S0'E 660.47 LyLL~ypyL LLLLLLLLLLLLLL AREA WITHIN ZONE (A-C): p LLLLLLLLLLLLLLLLLLLLLLL LLL LLL LLL 773,42' LLLLELLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL5L2`34~E igM1LZLLLLLLLLtLLLLLLL LLLLLLLLLLLLL LL L LLLL ~5 3.5196 LOT COVERAGE ? LLLLLLLLLL LLLLL L L tL LL 'b'LLLLLLL`LLLLLLLLL_LLLLLLLLLLLLLLLLLLLLLLLL LL LLLLLLLLLLLLLL LLLLLLLLLLL` LLLLL LL L L LLLLL y~L L I LLLLLLLLL L LLLL L LlL LLLLLLLLL LLLLLLL LL EL By law, excavators and wirtradom mrking In the For safety reasons, homeowners are strongly JJ LLLL LLL LLLLLL LLL LL LLLL L LLLLLLLLLLLLL LLL L LLL tL 3 LLLL LL LLLLLLLLLLLLLL 0 LLLLLLL'- LL five boroughs of NewYark City and Nassau and enmu aged to call as well when planning any Suffolk Counties an Long Island mutt contact type of digging on their property. Homeowners LOCATION MAP: LLLLLLLL 0 ® LL LLLLLLL LLL 0 0 0 LL L L DlgNet, 1-800-2724480 or 811, at least 48 hours can contact us directly at 1-800.272-4480 or by TEST HOLE DATA NOT TO SCALE LLLLLLLL j g L LLLLLLL L~l LLLLLLL O~ 0 `LLL but no mom than 10 working days (excluding calling 811, the national cell before you dig ` LLLLLL 0 weekends and legal holidays) prior to beginning number. For excavatian work completed on AB PEIRFORr-1ED BY any mechanized digging or excavation work to personal property, it to the wntrectoi's ALY YOUNG LLLLL LLLL L L L LLLLLL LL N0 LLLLLLL LL 150' ND WELLS WITHIN aN,une,2oa EL e4A LLLLLL ® EXISTING NATIVE AREA tt a 150' OF PROPERTY ensureunderground lines are marked. reaponsibllily-NOT the homeowners-to contact Excavators and contractors can also submit DlpNat. Having utility lines marked prior or to to o' U.O.N. to sts requests online, through ITIC. If you do not digging Is free of charge. PA6K raax L L EX. 2" HTR MO SURFACE WATER LLt cunentiy use ITIC, please call 1-800524-7603 EL. 55.9' toAN1 fcU _Iq 3 LL for mom lnformatlon. rwma uru LLLL` ® DRAINAGE OR WETLANDS TrPJ LLLLi LLL OVERFLOW LL EL. 51.9' LOAM roN LLLL LLL LLLL LLL 51B'25'10 E LLLLL R~~, G AREA LLLLLL LL LLLLLLLL LL 510125'101E 935.78' LLLLL LLLL LL 11MELLL L LLILLLLI~IM d LLLLLLL LLL` LLL LLLL LLL LLLLL LLLL LL LLLL 219.50' L LL LLLLLLLLLL LL LL -ILLLi TOLL 'L'L L LLLLLLLLLLLL'- '-LLL LLLL LLLL LLLL LL L L LLL LL LLLLL L tL N LLLLL LLLLLLLLLLLLLLLL LLLLL- LLLLL- -LLLLL LLLLLLLLLLLLLL L LLLLL-LL LLLLLLL,,, LLL LLLL,LLLLF[LLLLL LLLLLLLLLLLL LL LLL LL LLL L LLLLL LLLLL- ...qqq W L= L= ` 'uf `Li.iLL LLLLLLLLLLLLLL LLLLLLLLLLLL LJ.44k1 LL. -LLLLLLLL LLLLLLLLLLL L no NIb°53'40'W 23762' DRAINAGE LL LLLLLLLLLLL =o R=2 OVERFLOW L~y L FM Bad'N FSYL L LLLLLLLL $ ~A COAM FIE 9VU O o _ L=2506' LL LLL `L AREA . m° 1 53 W LtttL • -LLLLL LU R~9 LLLLL ? LL LLLL LLL LLL LL LL - =25.00' R=250o "LLL . L L=3923' L=2834' R.$' LLLL LLLLL L L LL L LLLL L LLLL LLLL_LL LLLLLLL LLLLL LL LLL LLLLL LLLLLLL L U m L=17406' L=3 .LLB LLLLL LLLLL LL LLLLLLLLLLLLLLLLLLLLLL L LILL LLLLLLL -LL LLLLLLLL LLLLL LLLL LL aa~ q EL, IT,V' a d) LLLLLL -LLLLL L LLLLLLLLLL LLLLLLLL LLL ,~1 (x' -LTA . LL L yyZ~ LLLLLLLL LL L -LLLLL LLLL LLLLLLLLLLLLLLLLLLL LLL O C W HMM BNCCUNTERED LL LL L LLLLLL L L LLLLLLLLLLL L L W N LLL to t L LL LLL L LLLLL L LLLLL ~A + tt P E +'~+tl LLL -LLLLL LLLLLLLLLLLLLL L -LLLL LLLLLLLL- yl L LLLLLLLLLLLLLL LL CQ ~O fi LLL LLLLLLLLLLL LL LLLL LLL w 3sn -LLLLLLLL m LLLLLLLL LL } f LLLLLLL rr f f # f LLLLLLLL EXISTL ~ATONO LLLL ~"L LLL f+++++Y -LLLLL LL g XzLu- -LLLLLLLL MorFaR LLLLL p OUT PARGEL OF 'LAUREL LINKS' LLLLLLL LL 5GDH5 APPROVAL AREA 0.1 O POTABLE USE) LLLLLL++t LOTS, ROADS AND OPEN SPAGE tttt AREA = 40.3514 ACRES # f LLL LLLLLLLLLLLLLL- LL 5GDH5 }#f+# --LLLLLLLL LLLLLLLLLLL L LLL , LLLLLLLLLLL LL LLL LLL + m +f# f++# L LLLLLLLLL LLLL LLLLLLLLLLLLLLLLL LL THE NYSDEG FRESHWATER WETLAND # -LLL -LLLLLLLLLLLL LLL LLL LLLLL LLLL- BOUNDARY 15 EQUAL TO THE 100' SETBACK + «3q/ + ' - `LLL ON SITE PLAN PREPARED BY YOUNG t LLLL + A++++Y+++ LLLL ++y BUI IN6 TABLE 0 g 9 d, LLLL wp YOUNG, LAST REVI5ED FEBRUARY I, 2000 No BUILDING TYPI BUILDING TYPE &11LDIN6 USE HEIGHT AREA ~ N Z LL LLL Y+~ Yf+f+f+i+ W « LLUL w LL -I n AS VERIFIED BY S. LORENGE AND D. RADKE 5 OLUBHOUSE ASSEMBLY - 6,255 5@.FT. Fn LLLLL LLLLL L+P ~ Y+++YY++ I?- a -LLLLLLLL LLLLLLLLLLLLLL LLLLL- o ON NOVEPIBER 9, 2000. A EXiSTNG cwBHOUSE LLLLLLL LLLLLLLLLL L LLLLLLLLL ryNjh+f + EH, LL L LLLLLLLLLLLLLLLLLLLLLL LLLLL- L L LL 5 CART 5TORA5E STORAGE - 5,171 SOFT. O Zy L LL` LLLLLLL LLLLY+ ~iyp+4+i+++i+ Z YVI I LLL LL LL LLLLEELLLLLLLLLLL~LLLL B E ;15TIN6 CART 5TORA: O }f LL LLLLLLLLLLLLLLLLLLLLLL IL L LLL L L L L LLL X LLLLL t++ , 1 ~ f 140.79' tt L NO SURFACE WATERS WITHIN L E`15TIN6 POOL HOUSE 5 POOL HOUSE A55EMBLY 1,248 SOFT. N\~~A2~OW ~g LLL LLLL cf, P+Y'+`+ 3571~~ . `°f f f$v 300 FEET OF PROPERLY LINE D EXISTING MAINTENANCE 5 MAINTENANCE 4 PUMP HOUSE STORAGE - 4,204 56d.FT. a23 fi LLLL + + LLLL L LL 6 + LLLLL.+A®+4'~, 5 HALFWAY HOUSE COMFORT 5TATION - 536 SOFT. L ~ \LLL AREA OF WORK, V'GU L NO WELL5 WITHIN 150 FEET E EXISTING HALFWAY HOL 5 SUPERINTENDENTS HOUSE RESIDENTIAL - 1,978 SOFT. ENGINEER, 5EE PARTIAL MEtg' `LLLL 90 / OF PROPERTY LINE F EXISTING SUPERINTENDE WD MAINTENANCE ADDITION OFFICE/STORAGE - Sp00 SO.FT. OF NEw B T. 9 L QF C ~QO~ ~fi~ ~L LLL (SifET 2'M " ^ 0 PROPOSEDMAINTENANI orrol Anc I Ana n nc i n o a n T cn_at~rn. ~ SAP:. Y ,x~ 9~ v" LL LLLLLL L LLLLLLL L aLLLLLLL m rl w )F SITE: y L LL / LLLLLLLLL" AREA OF 51TE: 32.00 50.FT. (154.'1 AG) op 073493 t~ 'p LLLLL LLI J • LL L ? 520 3 57 '23"E:- 6,738x132.00 50.FT. IPArA ~y`IN LL TI RRIGATION r~ 99' 7771 EXISTING ~GFES S:G~P~ fi WELL NoJ •d~ ? \\R 5•~A N5/ 514 OUT P. T~0 2.29' AREA OUT PARCEL AREA AS INDICATED JEFFREY T. BUTLER, P.E. T FOR LLL TABLE (W LLLL 'D~. P\ 12- 506•II'40T EXISTI EXISTING Ex,2•w1R 62.70' PRIMP PRIMARY PLAY AREA O `LL `,~$t i~T DRAINAGE I / 510.04'90T 520.00'20T X92.5 , (92.5 AC) LL OVERFLOW AREA hz, 30.21' oosl' 4,029, 4,029,300.00 50,FT. I- ~ V LL q / 4~ x,06 539.4610"W EX15TI LL` 9 LF` o~~ LL I LLLLLRL R R.i5~~5 R~` 1 1 Ab L LL LLLLLL LL OUT PARCEL OF LAUREL LINKS a " L L 32bo L LLLLLLLLL LLLLL R, qsa~ / OPEN 5PAGE AREA LLLLLLLL L 529.04'40"w L LLLLLLLLLLL m1,01' LLL Il.l ACRES N LLL CnI,ol2.0o sa. FT) m O LLL LLLLL LLLL S~S3 LLL `LLLL N9•44'4O"W 265.74' LLLLLLLLLLLLL L LLL s12.3ao0..E / = 3ss4' b6o' ` 20.0913 ACRES RL LLL EXI5TIN5 WOODED AREA ~I O LLL Q NO WELLS WITHIN LELL s3, I5O' OF PROPERTY 'LLLLLLLLLLL LLLI L,L LLLLLLLLL LL L ~535b9/ L-24$6'~? R=63750 `:Z~466 LLLL LLLLLL EXISTI EX ISTING NATIVE AREA $ m I1J I~LLL L LLLLLLLILLLLLLL R=13~2.SO R~~g95 LLLL LL LLLLLLLLLL 28.; L LL L L L LL 28.23 ACRES J ? LLLLLL LLLLLL LL LL L LLLLLLLLLLLL L S G LLL LL LL LLLLLLLLL L - (,521k (1,521b83b 5Q. FT) w V K W LLLLLL `LLLL \ m, LL Q LLLLL LLL \ EX15TI L 9e 1.31, EXISTING WATER SURFACES -1 6 O LL CL LLLL LLI LLL LLL L LLLLLL (56,912.10 50. FT) ^ O \ (N EX/~I~5TIN6 NATIVE AREA LL LL (56,91: R1.31 ACRES V O Q J) Q Q ~1 N iY 2? 7 . NO SURFACE WATER LLLLL OR WETLAND5, TYPJ LLLLLL EXI5TIN5 a z z J C3 EXISTING NATIVE AREA LLLLLL EXIST EX15TINO NATIVE AREA LiLLLLLLL NON-F NON-PLAY L KEY S LLL OR~TLAANDS~Y N.T.S LLL LLLL LL L = 6.3. . NO SURFACE WATER uLLLLLL LLLLLLL .33 L ACRES SPACE - 6 LL (215,5 OR WETLANDS, TYPJ LLLL LLLLLLLLLLLLLL ~b (2"15,502.36 50. FT) IJ `L< # ~ O Q It 1 l ? 1 = CATCH BASIN OI LLLLLLLLL L L LLLLLLLLLLLLL LL LLL` LLLLLLLLLLLLLQ'' /EX15T I LL EXISTING WETLANDS = 0b48 ACRES O - LLLLLLLLLLL LLLL LLLL pd =GAS VALVEm LLLLLLLLLLL LL LLLLLLLLL LLL LL LL LLLLLL LLLLL LLLLLLLLLLLLLLLLLL ILOGA LL LLLLL L LL LLLLLLLLLLLtLLLLI 1 9LLLLLLL (LOCATED IN 'OUT PARCEL OF LAUREL LINK57 V U) O (3 oa =WATER VALVE LLLLLLLLLLL 333 LLLL L 10 NIB'20'10"W LLLLLLLL G q< LLLLLLLLLLL LLLL L LLL'LLL (2?,/. (28,241.94 50. FT) J O MQ = MANHOLE COVER 5190' LL LLLLLLLLLLLLLLLL LLL LLLL LLLLLLLLLLL L. 2013,61' N19.44'20"W 299.44' N19.44e0"W 265.31 PELMAR PR =UTILITY POLE iR5 WITHIN NO WELLS WITHIN 150 FEET EX15T. PARKING ARI PARKING AREA z = LIGHT POST INO SURFACE WATERS WITHIN 'ERTY LINE OF PROPERTY LINE 99,034.00 50p < T. .00 50.FT. (2.21 AG) Z m ~ Q = MONUMENT op 3300 FEET OF PROPERTY LINE Y = STAKE OELMAR DR. g = HYDRANT oELMAR DR. 5AKITARY YEIL12 GALC.ULATION5 5A5ED OI O r, BASED ON SPE I AL LINES (LAND THAT' WILL NOT BE U5ED FOR A&RIGULTURE, GOLF ILTURE, GOLF COURSE OR RECREATIONAL TURF AND' = OVERHEAD WIRES N z WETLANDS OR WATER SURFACES) CONC. CURB G OCT - 4 012 ~ 71rtO AREA (NITROGEN FREE / WATER FREE AREAS) _ 6) _ 51TE AREA (PRIMARY PLAY AREA + NON-PLAY GREEN 'LAY GREEN SPACE + WETLANDS + WATER SURFACES) r S AREA (NITROGEN FREE) = i,50236 S.F. +28,241.94 S.F. + 56,912.10 S.FJ KEY PLAN 6,138,132.00 5.F. - (4,029,300.00 5.F. + 275,502.36 5.F. AREA (NITROGEN FREE) = 6,7738132.00 5.F. - 4,389,956.90 5.F. AREA (NITROGEN FREE / WATER FREE) = 2,348,1'15.1 S.F. 348,115.1 S.F. (53A3 AC) 200 100 O 200 400 600 b00 1000 GRAPHIC SCALE I" = 200'-O" of C SHEET INDEX: SCOPE OF P40RK: DRAINAGE CALCULATIONS NOTES: rv S-I 51TE PLAN I. INSTALL EROSION CONTROL MEASURES BEFORE AREA OF PROPOSED BLDG = 5,000 5Q. Fi. L ALL CONCRETE CURBING, 51DEWALK5, AND DRAINAGE 5TRUGTURI 5,000 50. FT. x .167 x IDo = 633M W. FT. NAGS STRUCTURES SHALL CONFORM TO PLANNING o„ BLUEETGPE 1-'-BOPOSED SANITARY YIELD GALGULATIONI SEWAGE DESIGN CRITERIA S7 PARTIAL SITE PLAN COMMEWIHS WORK BOARD STANDARD DETAILS AND SPEGIFIGATIONS. 5-3 LIGHTING PLANS 2. Z. EXCAVATE, STOCKPILE 501E PER PARTIAL SITE USE I - 10'41 LEACHING POOLS AT 13' EFF. DEPTH 2. TOWN OF 5OUTHOLD PLANNING BOARD SHALL BE NOTIFIED 4b I fE NOTIFIED 48 HOURS IN ADVANCE OF ALL GROUNDWATER MANAGEMENT ZONE IV^ 5-4 SANITARY RISER DIA AND DETAILS PLAN. PROVIDED, 664.46 LU.FT. VOL. METHOD OF WATER SUPPLY - PUBLIC 4 A-IA PROF. MAINTENANCE BUILDING - 3. INSTALL PROPOSED RETAINI% WALL, BUILDING CONSTRUCTION. VERIFI NNSTAt1 DRAINAGE NOTES 3. LOCATION AND GRADES FOR CURBS AND WALKS TO BE CONS ELEVATIONS FOOTING, FOUNDATION AND SLAB :5 TO BE VERIFIED WITH THE TOWN OF SWTHOLO ALLOWABLE SANITARY FLOW - 600 OD/ACRE I~?kw+70 CONSTRUCTION. tam" ~ A-40 PROF. MAJNTENANCE BUILDING - PROPOSED SANITARY AND SLAG SANITARY PIPING). HIGHWAY DEPARTMENT, .W. OR N N. PRIOR 70 GOAV Nr E CONTROL L DEVICES, L SIGNALS, SIGNS, AND PAV 'RIOR 56W5 b00 6PD x 53.93 ACRES = 32,358 6PD YORK 1~ AND PAVEMENT MARKINGS SHALL BE INSTALLED IN FLOOR PLAN PLAN 4. PROVIDE PROPOSED SEPTIC TANK AND STORM I. ALL STORM WATER PIPING TO BE 6'0. 5DR 354 ALL TRAFFIC DRAINAGE STRUCTURE ALL INTERCONNECT PIPING TO BE B'0 RCP OR oR GPP LONFORMANCE WITH THE GUIDELINES OOF THE NEWYORK YORK STATE Mf YORK STATE MANUAL UNIFORM TRAFFIC CONTROL PAVBMENr 6BGTION 6RAVEL JMINIWM ~D THIOKNESW [SEE 'SAN YIELD GALL. BASED ON:', (5HT 07 i l< 5, LONSTRIKT MAINIENANOE EUILDIN6 ADDITION, CLASS . ALL 1X SANITARY PIPING TO BE 4 3 DEVICES AND AS DIRECTED BY THE TOWN OF SOUTHOLD, OIVISIOP 3. " 0 BLUE L. ITHOLD, DIVISION OF TRAFFIC SAFETY. 2. CLUBHOUSE. 204 STALLS 0 15 GPD/5TALL = 3060 GPD 4. ALL PIPING IN5iALLED UNDER BUILDING SHALL BE 5. CONTRACTORS PERFORMING ANY AND ALL TRAFFIC CONTROL ~FFIG CONTROL DEVICES, LAYOUT AND INSTALLATION WUR5E - V4' BLESTONE ~i~, wuu.; mdnnrm CAST IRON, AND SHALL REMAIN OAST IRON LEAVING WORK SHALL NOTIFY THE TOWN OF SOUTHOLD DIVISION OF TRAFI THE BULDING TO A DISTANCE OF V AWAY FROM BEGINNING 5UCH WORK ALONG A TOWN ROAD. ?1510N OF TRAFFIC SAFETY, 48 HOURS IN ADVANCE OF COMPACTED BASE'COURW PROSHOP (RETAIL), 912 5.F. O 0.03 6D/5.F. = 27 6D (EXISTING BANK RUN OR 6" RESTAURANT. 165 SEATS 0 10 6PD/SEAT = 1650 6D 6111LDING PERIMETER 6. STOP LINE 516HT DISTANCE SHALL BE MAINTAINED AT ALL INT JED AT ALL INTERSECTION IN ACCORDANCE WITH O'V'ER SUITABLE MATERIAU CART STORAGE BLDG, 51-11 S.F. 60.04 6PD/5.F. = 207 6D z AA5HTO REQUIREMENTS. FINE GRADE SOIL BASE - POOL HOUSE. ~m WORK 51TE 1. ANY 51TE PLAN, ROADWAY IMPROVEMENT PLAN, AND TRAFFIC h AND TRAFFIC MITIGATION PLAN SHALL REFERENCE THE SPA, 1248 S.F. 6 0.30 6PD/5.F. = 314 GPI? tm, ' - OTHER ON EACH AND ALL PLANS SUBMITTED AS PART OF THE TO 'ART OF THE TOTAL APPROVED 51TE PLAN APPLICATION. III I IEG JTONE BATHING, 4 50 SHOWERS OCCUPANTS 5 C7P SHOWER IL N U :Y PARKING FIELD 5EGTI ON MAINTENANGI E BLDG 04204 5.F 60 0.04 PGID/5.F. = 168GPDD U U d5 NEW LOCATION FOR NOT TO SCALE PROP. MAINT. BLDG ADD'N. QF ~6 ~5 5-4 CONCRETE SLAB FOR a TW = 44.66 ai IRR16ATION CONTROL TA = 44,66 STOR. AREA: 2400.89 S.F. O 0.04 GPD/SF = 96.04 6PD nH = 44b6 , ASPHALT oONCRErE -TYPE 6 , OFFICE AREA. 2368.44 S.F. 0 0.06 GPD/5F = 142.11 CPU BW = 41.0' - - - 7_____ - - - SUPERINTENDENT'S RESIDENCE, 300 6PD = 300 6PD 4 "IT 5; 5: 4~k ? N$efS^d O Q'= rvn TIN = 995 BW = 39A' BE EXISTING GREEN REWORKED TO 417 BW = 41.0' ; 4L9 .~sPwLr ~.SE couRSE HALFWAY HOUSE (COMFORT STATION), ay. BW = 340 J al 100 GOLFERS ® 5 6D/60LFER = 500 GPD 40A STOLE BLEND BASE 45% LO PACTION STANDARD PROCTOR) (40% OF 250 TOTAL 60LFER5/OAY) . EXISTING CONCRETE SLAB 011- LOGATIQN MAP: 5-4 I'. & 4O 100.00' FOR ~i i wNi VV~ IRRIGATION CONTROL TOTAL PROPOSED FLOW (DENSITY) = 7,194.15 GPD TO BE REMOVED NOT TO 5GALE 34.5. TW = . .......D PAVEMENT SECTION (MINIMUM THICKNE55) NOTE. THERE ARE NO PROPOSED CHANGIE5 TO ANY EXISTING BW 402 , SANITARY SYSTEM RE51DIN6 ON PROPERTY WITH THE EXCEPTION PARKI PARKING GALGULATION5: 333 k MAINTENANCES EUbIN6'ADDITION . , 40 ASPHALT CONCRETE 1 1/2" OF ADDING PIPING AND (U 1,200 GAL. SEPTIC TANK TO BE USED MULTIPLE W. MULTIPLE USE BUILDING: / 4033 S.EL. 32:50 ` . WEARING COURSE BY THE PROP. MAINTENANCE BUILDING ADDITION. THE EX15TIN6 OFFICE ARI PROP. 4' SAN PIPE I' 35 ASPHALT CONCRETE OFFICE AREA, 2366.44 SQ. FT. L 21/2" LEACHING POOL SHALL BE G ED TO THE PROPOSED '8015ING-55' C S PIrcH m),'/ uN Pr MIN BINDER COURSE SEPTIC ANK. THE EXISTING L.P. P. 15 IS A DECAUATE FOR THE COLD STOP 'BU51NE55' CLA55IFIGATION 'B' 3&4 STONE BLEND BA5E 4° ADDITIONAL PROP05ED FLOW. STORAGE' I COLD 5TORA6E AREA, 2400.69 SQ,FT. f_ STORAGE' CL155IFICATION S-2' Y EXIST. AUG 300 GAL MAX. FLOOI MAX. FLOOR AREA ALLOWANCES PER OCCIRANT. Q EX LAMP,P05T CBE CDT,.. _ WA5TE OIL TANK d P/C DRI VEWAY/PARKI NG AREA DESIGN GALL. FOR OFFICE ARE OFFICE AREA INCLUDES; V 5LO GVRN ..PG EsR , EX WD TIE TER g g f 35 SLAB TO REMAIN PAVEMENT SECTION PROPOSED SANITARY INCREASE: OFLICE (158 STOP V NOT TO SCALE OFFICE (15&2b6 5.PJ 0 100 S.F. / PER50N = 16 PEOPLE COLD STORAGE AREA, Q - 8.... i EX UTILITY BOX iBR O o Kf 10 WiR N -34 TIN - 3b \ PROPOSED SEWAGE DISPOSAL SYSTEM DESIGN FOR, WAREHOUSE HAREHOU5E (24000bq 5.FJ 0 100 5.F / PER50N = 3 PEOPLE Z Ex. 5 IO'm BID CURB TBR Ex CONC. ~3z-iL m TBR ci . 9 BW = 33.0 31 EXISTING MAINTENANCE BUILDIN6/PUMP HOUSE AND PROPOSED 3 \ MAINTENANCE BUILDING ADDITION TOTAL OCC TOTAL OCCUPANCY FOR BUILDING = A PEOPLE REN EX j6 Y GONG SLAB TBR EX TRAILER TER TRENCH DRN.....: PROP. ADDITION TO EXIST. SEPTIC SYS.: TW ` INSTALL. EXISTING, MAINTENANCE BUILDIN6/PUMP (HOUSE. EXISTING 01 TER, DRN . 'EXEpOE OF pV BIN =925 3231 S, PIPE OUTLET PROM PROP. BUILDING TO NEW 1,200 4204 S.F. m 0.04 6.P.D/5.F. = 168 GPD 325 EXISTIN EXISTING ON SITE PARKING CALCULATION 325 EXISTING MEMBERS 0)5 MEMBERS = 165 SPACES ~aR E S GAL SEPTIC TANK, PIPE OUTLET FROM NEW S.T. TO 22 EXISTING 22 EXISTING EMPLOYEES 0 I/EMPLOYEE = 22 SPACES 1 m EX 50 LP T6 RLGD r. PROVIDE EXISTING LEACHING POOL AS SHOWN (SEE PROP. PROP05ED MAINTENANCE BUILDING ADDITION; EXISTING a II[~'~'I SANITARY RISER DIA. (DWG. 5-3) 5TORA6E AREA. PROP05ED Q U m EXISTING QTY REQUIRED, 165 SPACES N) STOM 00 x IV E, F. DEP.~\ . • FX CONC. SLAB TBR A EXIST ASPHALT; PROPOSED QTY REQUIRED. 19 SPACES PAVEMENT TER, 1 / X ~I 2400.89 S.F. 0 0.04 6.P.D15.F. = 96.04 6D EXISTING a III~JJJJ OFFICE AREA, Cv EXISTING QTY PROVIDED, 204 5PAGE5 a cz EXISTING PARKING SPACES 15 SUFFICIENT FOR REQUIRED W ry 10' MIN PR P. 5 2368.44 S.F. a 0.06 G.P.D15.F. = 142.11 GPD FX15TIN6 P~ 5UBTL DISGHARISE = 238.15 6PD PARKING R PARKING FOR PROPOSED MAINTENANCE BUILDING ADDITION 11 Q-1 V r ,100.00 / 10 x 10' OH.pp- LL.J IO x 10 0}4 . 1 x 10' D.H. DR : 3232 D8 335 TL DISCHARGE (2 BLDGS) = 406.15 G.P.D. O~ F :I5TING PROP, 2 EL. 34.9' E . 340 O' A` I H-i-T PAVEINCNT , a • S / P.C. RAMP PROP05ED SEPTIC TANK: 324 EX. MTR p 3280 238.15 GPD x 2 = 4163 GALLONS REQUIRED EL. 33.9' PARX6paw+ SITE PLAN BASED ON W ry~ EL. B9.9 wm(qu _101 SURVEY BY, 'z N3x- PROP. POU D REINF GONG. 3?a2 eaLo YOUNG [ YOM, LAND %RVEYOR5 x L ~ APRON FOR VERHEAD DOORS m 5254 325 m 34.5' 34.5' = G \ G } G G ; INSTALL, (I) 8' DIA x 4' EFF. (1,200 GALL) 323 EX. GAS SERVICE LINE EL. 31.9 0.9 wN+(fou a! 400 OSTRANDER AVENUE 8.2' TO REMAIN EX15TINS SEPTIC TANK RIVERHEAD, NEW YORK 11901 I 0 33.01 • W PROP05ED HAND DIG AT 168 6PD x 2 = 336 GALLONS REQUIRED (516) 727-2303 (3 2 d~ • 8k6' COVERED BREEZEWAY, X JOININf6 EXISTING AND PROP05ED NAY, GAS LINE s (1) VIA x 4' EFF. (1,200 GALL) PROP05ED CROSSING u` ROR " 5A\ N PI OFLOW REMAINS UNGHANSED4 TEST HOLE ?5~T~ HOLE LL l IL MI BUILDINGS. 5, NEC TO E:XI TINS DATA gym.' •X ara1 5' PROPOSED WATER 5ERVICE 4IN6 L, AS PERFORMED BY PMFRMD BY P, BR" I~, R$O$ O 5ERVIGE PIT =Y6" LIN FT IW FX15TING LEACHING POOL: Ya 4 YCUNe ' YO1ma FM TO UTILITY GRO551N6 TABLE, N N V J,LY ID. 4001 ~ , ~ 461 (1"(1) COPPER PIPING) i) S 406.15 6PD / 1.5 6100/5F = 27017 15.F. REO'D ON JSY I6, 2001 No. UTILITIE5 INV m W y RIM 3171 EXISTING 1 DEPTH 321 X S 300 S.F. PROVIDED EXISTING m3 - Xsl be MAINTENANCE BOIL FENANCE BUILDING W W (5A5 SEVIER 2-1& WJ m X • < AND PUMP HOU'. JD PUMP HOUSE EX. 2 THE EXISTING, EXISTING AND LEACHING POOL HAS "Q WTR SRVG TO EX. RPZ EX. FOP P S.D. LGRATE.P srn F,EL, 32,50' . , . F,EL, 32,50' 22 S DEVICE AT ROAD (TR) SUFFICIENT VOLUME FOR BOTH EXISTING MAINTENANCE EL ITTO BL. n.R np, Q 5EHER 201.06' UJ I, . HAND DIG AT S BLDG AND PROPOSED MAINTENANCE ADDITION. Na w NO kATm ora,NymBV YJATER 215' I F01I WATC-R SERVICE CRO551N6 X~ SEE DETAIL5 THIS SHEET ENGINEER: 3 . ~ ' PROPERTY LINE . ~ FCC. GRADE = EL. 32.8' Z EX. GRADE = EL. 32.7' roe Y0 EXISTING DEMOLITION . / EXISTA ASPHALT'PAVEMENi ) ' SANITARY SEWER COMPACT FILL m i s, ' N a N WP.TER SERVILE 1[ N W _ m m - ~ - ~ - O 325 ~n~e=~ m TOP EL =29.'11' m 0 z a STORM DRAIN - 3229 ~ dJ PROPOSED SEWER MAIN 2 COMPACT FILL 1~ D r-TOP EL. = 29.39' "O o1a493 m ~ P X X~ T m 51 JQa PROP05ED SEWER MAIN A'QOFE5S1~NP~~ ' EXI5TIIN(9 CONTOUR 0 EXIST. FUEL TANKS AND SLAB TO U X 31.4 EL.=29.28' EL. = 29.06' Z REMAIN, 215 GAL FUEL OIL TANK, O BE EX, 5AN / O RIM 32_04 JEFFREY T. BUTLER, P.E. J e Q) 275 GAL DIESEL FUEL TANK, AND ERXEID5IT1O CONTOUR TO 5E 6 PIPING I I HAND EXCAVATE Z Z HAND EXCAVATE X \ 250 GAL HASTE OIL TANK X O RIM 32.04 E 'I AROUND HATER S " S " AROUND WATER p X W PROR05ED BOTTOM I TOP I TOP ' _ 55 \ H MAIN AND ALL F F MAIN AND ALL OTHER UTILITIE5 s OF RETAININ6 HALL EXI5TING J - \ OTHER UTILITIES SEPTIC TANK v \ TOP Egbailw = T 32.7 ,aJ 13 FILCH ARROH TOP EL. = 2 . / E P \ EXISTING PR PROP HATER PIPE O V BOTTOM EL.= 21.5" t(1 EX. STRM DRAIN GRATE LOVER TTE COVER ® BOTTOM BO- V I X RIM 31.61 SEPTIC TANK ~O 1 •TO BE VERIF, *TO BE VERIFIED 0 IN FIELD PRIOR N O 'L p TO CONSTRUCTION CD Ly OF Kfw Yx E1 3I6o LEACHIIN6 POOL & EX. GRATE C 1 \ O,/ IN FIELD CONSTRUCTION O ~l L V N O z O 1-- Q~ EXISTIIN6 GRADE x 6.0 y J 6 Q Q 2 TRENCH DTL ® SEWER MAIN LINE / O D = I QY w.dlpnelnycll.com TEST HOLE Y T XHQ TRENCH DETAIL ® SEWER MAIN LINE/ Q HATER SERVICE PIPE GR0551N& ~Q l5 p c'N p Q or FLOOR ELEVATION FL.EL. = H LE A WATER MAIN GROSSING NOT TO 5GALE Gai ~ v- z O for otherrstate states) EXISTING for oth NOT TO SCALE ASPHALT PAVENIPAVEMENT zz cavators and contractors 3219 3231 five boroughs of New York EX. GONG WALL AND TER LINE/SEWER LINE II I& NOTE5LINE/SEWER LINE IGROSSI I& NOTES: %mrkin 12-4 80 ~ 81 FOR s.D. L.R. p eau and Suffolk Counties on 52A - iW 32 y0 SLAB TO REMAIN 5TANPAR05 FOR APPROVAL OF PLANS AND GON5TRUCTION FOR 5EHAGE 34.5' ryj 3212 x I I I DISPOSAL 5Y5TEM5 FOR OTHER THAN 51NGLE-FAMILY RE510ENGE5 ~ o r V Long Island must contact DIgNe6 t11 34.5' E 3306E E j XIX SEP OF SEWER AND WTR LINES G) 5ENEJ G) SEWER LINE OVER WTR LINE IN THE EVENT THAT THE SEWER LINE W5T GROSS O O 1-800-272-4480 or 011, at least 48 hours 3 1 32 bb GONG. EX. ELEG 5ERVIGE (TR) I. PARALLEL INSTAL. OVB OVER THE WTR LINE, THE FOLLOWING LONDITION5 SHALL BE MET, I ADEQUATE 5TRULT. 5JPPORT SHALL BE PROVIDED FOR THE 551 TO but no more than 10 world days (excluding weekends and legal holidays) N SEWERS SHALL BE LAID AT LEAST 10 HORIZ. FROM ANY EX. OR PROP. WTR MAIN OR I f RAMP LATERAL. THE DIST. SHALL BE MEASJREO E NSE TO EDGE MAINTAIN LINE AND GRADE; AND V N O O prior to beginning any mechanized 321 3224 g2 24 B) IF IT 15 NOT PRALT16AL TO MAINTAIN A NORM. SEP. OF 10% 5LDH5 MAY ALLOW A II. I II. WTR LINE AND SEWER LINE JOINTS SHALL BE MIN OF 10' FROM THE POINT N LL digging or excavation work to ensure rnQ " EXISTING (460 VOLT UNDERGROUND ELEGTRICAL SERVICE) 3J@ DEVIATION ON A GA5E-BY-LASE 3 15.5UGHI DEVIATION MAY ALLOW FOR THE INSTAL. OF THE SEVER TO BE A MIN. OF 5' TOI A WTR MAIN OR LATERAL, PROVIDED III. OF LRD551N5, AND 111. THE ENTIRE LENGTH OF SEWER LINE BETWEEN ADJ MANHOLES OR OTHER ` O underground lines ero madced. E „ E E~ ' Excavators and contractors can also rn 323 323 ' EX. ELEG. THAT THE SOT OF WTR MAIN OR LATERAL 15 AT LEAST IV ABV THE TOP OF THE SANITARY 5TRL'LTLRE5 SHALL BE LONST'D OF MATERIALS AND JOINTS - - - - - ( Z submit locate requests online, through O EX, ELECT. XFMR PNLS SEWER LINE, THAT ARE EQUIVALENT TO WTR MAIN STANDARDS OF LONI AND I' ICI C Z IW- IV. A VERT. SEP, OF AT LEAST 18' SHALL BE PROVIDED BETWEEN THE DOT ITIC. If you do not cumermy use ITIC, - - EXISTING (TO REMAIN) L) IF THE VERT. SEP. AS DESCRIBED IN ITEM 2 AE3V CANNOT BE OBTAINED, 56DH5 MAY IV. O Q OF THE SEWER LINE AND THE TOP OF THE WTR LINE IN THE EVENT THAT O p please all 1-800-524-7803 for more 'a TO RENMA IN ~4- X3222 - Information. FRAME GARAGE ALLOW A DEVIATION ON A GA5E-BY-LASE BASIS. $ZH DEVIATION MAY ALLOW FOR I OR LATERAL, F.FL.EL. 32.91' THE INSTAL. OF THE SEWER TO BE A MIN OF 5' TO A WTR MAN THIS GIST. CANNOT BE MAINTAINED, 56015 MAY ALLOW A DEVIATION ON O A CA5E-13Y-LA5E BASIS. IN NO EASE SHALL THE SEP. 0157. BE LE55 A 2012 rn3 PROVIDED THAT THE BOT OF THE WTR MAIN OR LATERAL 15 AT LEAST 12" ABV THE y. X X22 TOP OF THE 5ENER LINE AND BOTH ARE GOH 5T'D OF PRESSURE RATED PIPE. THAN 17' BETWEEN THE WIT OF THE SEWER LINE AND THE TOP OF THE For safety roaeonc, homeowners em 2. GRO551N65 WTR LINE. - strongly encouraged to call as well when Z~ planning any type of dipping on their N THE GRO551146 OF WTR AND SEWER LINES SHOWED BE AVOIDED UNLE55 PROVEN XX. 5EP. G XX. 5EP. OF SEWER AND DRAINAGE LINES F JV O E . property. Homeowner$ can contact us O ABSOLUTELY NEGE55ARY. 1. SEVERS 5H O B) WTR LINE OVER SEWER LINE IN THE EVENT THA',T THE WTR LINE MUST CRO55 OVER THE LINE, THE 1. SEWERS SHALL BE LAID AT LEAST 5' HORIZ. FROM ANY EX. OR PROP. DRAINAGE I _ lJ(L/ LINE THE 01ST. SHALL BE MEASURED EDGE TO EDGE. directly at 1-800-272-0480 or by telling - t 0 SEVER LINE, THE FOLLOWING CONDITIONS 5H/ALL BE MET: 2. IN THE EV 2. IN THE EVENT THAT THE DRAINAGE LINE MET GROSS PIP OVER THE SEWER LINE, THE - 817, the national f~ RTI /Y L SITE ,FI1- I AI\I - excavation before you dig - number. Forexcevatlon work completed F I-)""~ l ~ J'-'~ Y p O 1, SEWER LINES SHALL BE LAID BELOW THE IWTR LINE AND PROVIDE A SEP. OF AT SEVER L OR MORE" LINE BE D OF DJLTILELE IRON ON PIPE UNLE% A 5EP. GIST. OF IB OR IS MAINTAINED. on personal property, it is the contractor's 323 32 3 20.4' 321 LEAST 16' BETWEEN THE BOT OF THE WTR LINE AND THE TOP OF THE SEVER OR MOR LINE; AND 3. IN TIE EV 3. IN THE EVENT THAT THE SEWER LINE Mry15yUCT LR055 OVER THE DRAINAGE LINE, iFE responsibility-NOT the homeowner's-to SEWER LINE SHALL BE CON5TD OF PTILE IRON PIPE FOR A CAST OF B' HORIZ. S2 contact DIgNeL Having utility lines ST. EXJ EX MTL III. MEN IT 15 NOT PRALTIGAL TO OBTAIN AN IB INCH 5EP., BOTH THE VTR AND INTO VIR INTO VIRGIN SOIL. 4. IF PERIMETER ROOF DRAINAGE PIPING 15 INSTALLED NEAR THE PALE OF THE BLDG, marked prior to digging Is free of charge. 10 5 0 lO 20 'S0 . 40 50 r'5) NKLENG^ GRAPHIC 56ALE SPRINKLER 60X£5 32b 11. SEVER LINE JOINTS 5HALL BE MIN. [O' FROM THE POINT OF GRO551%, AND SEWER L 80X£5 SHED TON SEVER LINES SHALL BE GONST'O OF PRESSURE PIPE AND HAVE A MIN 5EP. OF 4. IF PERIME ALL HOUSE CONN. HOST BE LOST'D OF D.I. PIPE FOR 10' FROM THE BLDG. of 6 TO REMAIN REMAIN 12' BETWEEN TIE DOT OF THE WTR LINE AND THE TOP OF THE SEVER LINE. ALL HOL ' N MAINTAINED FOOTGANDLE VALUES AT GRADE, U51NO A .72 MAINTENANGE FACTOR. N Statistical Area Summary N 4 PROPOSED LINE OF SILT FENOE AND HAYBALES, MAINTAIN DURING Project: LAUREL LINKS - MAINTENANCE BLDG ADDITION E4 Series F DEMOLITION AND CONSTRUCTION. Label Avg Max Min Avg/Min Max/Min M (5EE DWG No. 5-4 FOR DETAILS) F INSIDE PROPERTY 0.,5 2.1 02 0.00 0.00 opnonc(1 oisctlpne apLlp nry-InmllaA) CAw Atl6.INw Bnctlpair. pllpn AuNO 8.1111. 277V ballisl 277V ballusllIMP NPSenlal 2 ~DN T T 2 on z LIMIT OF UEARIN5, 6RADIN5 AND GROUND 015TURBAN(E THI' 1 347V ballisl -volaal(5gW HP6only) A on Wrd Ouatlv011 ballwlpg-IDOWHPp wIID M F ISY(1 (AREA OF 015TWBAWE. 17,BT7 5.F) f LAI THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM p p' ouablb PI vaIt bal lair (so 67M MH only) i o k, ST LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS UTILIZING CURRENT INDUSTRY Tiwou dad: E4 Series : STANDARD LAMP RATINGS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY Ppotom V: TH-VOII biI 45t IM 61 WW HPS only) i U API Projection Cutoff Run H V: APPROVED METHODS. AGUTAL PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRE MAY The retractor protects llphtout and away 9mnae cola 02ov 27N 2NY2aoyor aeNl 1,2 3 4 o r 6 P Grpm,@e f CooAmutl BB VA VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS AND OTHER from the fixiura. An excellent choice for sold color; Gold Color r Sr S hmubinmma>blewIDMY XP61 GS PROPOSED VA VARIABLE FIELD CONDITIONS. Ilomino small parking or public areas High Per oedbobulldlncs. Tamnerprwl HIpAPowrPaclorWart N pp rY iamperprwl Lans Fas)aners J Q 1] IC MAINTENANGE BUILDING ADDITION Verawd Wx Vehl.l Mounllnp lv Slomonlyl B N q q 6.EL. 5250' Lvminai Lominaire Schedule NOTE: Not olyomdona NOTE: Not wonlabh dw both M12l antl phalaeall 5upplletl 6 Ci u'S P01)'oefAan2N Lens V O R ~i Qt Ot Label Arrangement Lumens LLF Descrl tion Total Watts He ht ApaeeaYtle Acroil (Hold-Irri lbtl) m a0 4 4 A SINGLE 1200 EA. 0.120 RUDD E4 SERIES 35 wine el catalog ' Floontin pmmiptml acromplim C.I Until Q Q N Surlwe Mounting Box BS6-7 5 as ,1y yy d PROJECTION CUTOFF peeprlptmn tamp type Numher Popltlon l MOUntI Pale MountlnppBraolna PAB-i 6 O d d 6 HIGH PRE55URE 50PIUM Projection 35w hps E4503-1 wall Mounted Tampemm T2mpelprrd Etc,,Mrmr TPS-1 MODEL No. E4503-1 6utoPP 0 EXISTING rbaw MAINTENANCE BUILDING AND PUMP H095E F,EL. 32.50' Gz.n~ ~Trnnrmi, z,f PROP05ED STABILIZED 60145TRUCTION ENTRANCE (BEE DTL, THI5 DWG)-„ . ` 5-. U m p.., O EROSION CONTROL PLAN W ry 20 10 O 20 40 bo 50 100 6RAPHIG 56ALE 1" = 20'-0" • W ~oQz PROP05EP RETAINING NALL TO' MIN. II 5TONE PAVEMENT EXISTING ` EXISTING 2 PAVEMENT SROUJD Iy' I FILTER LATH old (MOUMO EE BERM PROFILE I 4 4 10- MIN. III N l l' 00[ 03[ 040 1.4? 10 1 l QD WA5HRAOK (OPTIONAU ` ILI PROPOSED I, I• MAINTENANCE BUILDING ADDITION P' R p. R R 1- , 001 oeo 0a? IhO 1.2 G.EL. 32.50' I: 'Y'.:. - . - . "10' MIN.... EXISTING EXISTING - COARSE • PAVEMENT a rn I' C 6ROIMD • ~ ~ - ~AGGRE6ATE , - - / ~ .Y O Y I ,Y ENGINEER: rnsa I obQ~rn 0.1 s.T ? I ' Y- \ ay DRAINAGE TO _ t, SEDIMENT TRAPPING PLAN r Fp X1.141 DEVICE SEE NOTE D 11 1 0013 0.40 0713 2.613 II 1. STONE 51ZE - USE 2" STONE, OR RECYCLED CONCRETE EQUIVALENT r ~ ' Q I I 4 II 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENOE LOT WHERE A 30 FOOT C9 MINIMUM LENGTH WOULD APPLY) 3. THIGKNE55 - NOT LESS THAN 6". {{''I1 06, 0>3495 ~ 13 4. WIDTH - 14' MINIMUM BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 00 0.1 13 0.70 2.713 71 6D 00 00 9Oi_essloNFj 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. J 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED AGRO55 THE ENTRANCE. IF PIPING 15 IMPRACTICAL, A MOUNTABLE Ilb 71 12 ID 1.4 17 ID 12 EXISfIN6 12 1.1 QA q,2 ? ? ? ? JEFFREY T. BUTLER, PE. A a ` 12 1.0 D5 00 Q BERM WITH 5.1 SLOPES WILL BE PERMITTED. A5PHALT PAVEMENT (4) EXTERIOR LIGHT FIXTURE 'A', w ~ 1. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RR5HT5-OF-WAY. ALL 5EDIMENT SPILLED, 000 0.613 O.a? lb ? ? 12 AL LMINTED ABOVE GRADE ] ? 1.6? 1.40 ? ? ° DROPPED, WASHED, OR TRAGKED ONTO PUBLIC R1614T5-OF-WAY MUST BE REMOVED IMMEDIATELY H. WHEN WASHING 15 REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH STONE AND DRAINS (JU 2.7 2.8p .p El 13 13 13 ? ? 1:1 ? ?IS 1.40 1,6 A4 OA ~ $ INTO AN APPROVED SEDIMENT TRAPPING DEVICE. lb 2.7 2b 34 2b 2.7 lb 1.4 12 O U 4. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 000 0 0.413 1.4 ? ? ID ' N STABILIZED CONSTRUCTION ENTRANCE O ? ? ? ? ? ? ? ? ? ?n ? mo NOT TO SCALE 13 ID ? ? ? 0.q 0.7 0.7 12 07 0,7 OA 0.4 ID CI Ob OD O 0.2 O$ 0.4 m > rENERAL POLLUTION AND DUST CONTROL MEASURES: ~.p~ 113 ? ? ? ? ? ? o ? ? ? i~ - -,C) , LL (V O rv 1. THE DEMOLITION SHALL BE PERFORMED BY THE CONTRACTOR(S) AT THEIR OWN R15K AND LIABILITY. ALL DAMAGE 13. EXCAVATING AND 6RAPING SHALL NOT CREATE SLOPES 6RATER THAN 15%. ALL SLOPES TO BE STABILIZED 02 03 0,6 0.1 0.4 03 0.4 0,1 Ob ~3 0q Ob .03 3m ~ V ~t TO THE RIGHT OF WAYS 51DEWALK5, CURBING BOTH ON 51TE OR ADJACENT TO THE DEMOLITION AREA WILL BE WITH ER05ION CONTROL PRACTICES AND VEGETATION, REPAIRED OR REPLACED SOLELY AT THE CONTRACTOR'S EXPENSE Z a o< 4 14. TOP SOIL TO BE STOLKEU PILED AND RE-USED ON SITE AFTER EXCAVATI% 15 COMPLETED E/X1p. GRATE EXISTING EXISTING o ry 2 TO THE BEST OF THE ENGINEER'S KNOWLEDGE, NO ENVIRONMENTAL HAZAROB), THAT COULD BE AGGRAVATED BY THE DEMOLITION PROCEDURE, EX15T5 ON THI5 SITE. 15. TEMPORARY OR PERMANENT STABILIZATION MEASURES SHOULD BE INSTALLED AT 6RADED AND STRIPPED ? ? ? 0 ? ? ? ? F•M 5.D. L.P. ? ? ? .0 j] MAINTENANCE BUII .0 OD 0.0 OD 0,0 OD OD OD OD 0,0 OD OD 0~ 0D AND PUMP HGU ~AINTENANGE BUILDING N W Z I AREAS THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED. AND PUMP HOU5E a z z J O 3. THE CONTRACTOR 15 APVI5EP TO USE CAUTION AMEN EXCAVATING AND REMOVING SUBSURFACE 5TRUCTURE5, PIPING, ETC., DUE TO THE LIMITED AVAILABILITY OF INFORMATION CONCERNING SUBSURFACE UTILITIES. 16. 5EED MIXTURES SHALL BE IN ACCORDANCE WITH 501L CONSERVATION 5ERVICE RECOMMENDATIONS. 1 F.EL. 32.50' F.EL. 32.50' TEMPORARY SEEDING IS AS FOLLOWS. 4. APPROPRIATE MEANS 5HA11, BE USED TO CONTROL DUST DURING EXCAVATION, GRADING, PLANTING AND A) RYE GRA55 (ANNUAL OR PEREMIALI AT 30 LB5. PER CONSTRUCTION ACRE (O.T LB5/1000 S.FU EXISTING . s Q LL B) 6ERTIFIED'AROOSTODW WINTER RYE (CEREAL RYE) AT ASPHALT PAVEMENT A p H LL 5. ALL RUNOFF SHALL BE RETAINED ON-51TE IN ACCORDANCE WITH LOCAL REGULATIONS AND APPROVALS, 100 LOS PER AORE (2.5 L15515F) USE WINTER RYE IF SEEDING IN OCTOBER / NOVEMBER 6. ADEQUATE FENCING 15 TO BE ERECTED AROUND THE PROPERTY, IN51PE OF THE SIDEWALK, BY THE CONTRACTOR PROVIDE MULCH (INOLUDING GRAVEL MULCH) PRIOR TO THE START OF DEMOLITION. THE CONTRACTOR 15 TO MAINTAIN THE FENCE DURING THE DEMOLITION AND THE FENCE 15 TO REMAIN IN PLACE UNTIL ALL EXGAVATION5 HAVE BEEN FILLED WITH SUITABLE 13AGKFILL OR THE IT. SEDIMENT SHALL BE TRAPPED ON THE 51TE AND NOT PERMITTED TO ENTER ADJACENT PROPERTIES OR PUBLIC O 1L a N z No PROPOSED SUBSURFACE STRUCTURE(S) HAVE BEEN INSTALLED AS SHOWN ON THE PROPOSED SITE PLAN. ROADS OR DRAINAGE SYSTEMS. SEDIMENT BARRIERS SHALL BE INSTALLED ALONG THE LIMITS OF P15TUPBAWIE R'z• '.Q Q W . o ~ z PRIOR TO THE START OF CONSTRUCTION AND SHALL BE MAINTAINED UNTIL CONSTRUCTION 15 COMPLETE. 1. CATE5 ARE TO BE INSTALLED AT ALL ENTRANCES TO THE SITE. THESE 6ATE5 WILL BE SECURELY CLOSED AT THE m END OF THE DAY WHEN THE DEMOLITION OPERATIONS ARE CEASED AND THE WORKERS HAVE LEFT THE SITE. 16. PROPER MAINTENANCE OF M05I014 CONTROL MEASURES 15 TO BE PERFORMED AS INDICATEO BY PffRIODIC. ° Z 0 Q INSPECTION AND AFTER HEAVY OR PROLONGED STORMS. MAINTENANCE MEASURES ARE TO INCLUDE, BUT' NOT 6. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT 501L AND L0055E DEBRIS FROM BEING LIMITED TO, CLEANING OF RECHARGE BASINS SEDIMENT TRAPS AND DRY WEL1-5, CLEANING AND REPAIR OF w o o TRAGKEO ONTO LOCAL ROADS. THE 6ON51PXCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE 51TE 15 PERMANENTLY 5EDIMENT BARRIERS, REPAIR OF BERMS AND RUNOFF AVERTER5, AND GLEANING AND REPAIR OF INLET' STABILIZED. PROTECTION DEVICES OCT - a 2012 PCE: 9, EXCAVATION PROGEDURE5 SHALL BE PERFORMED BY THE CONTRAGTOR(5), IN ACCORDANCE WITH ALL FEDERAL, I0. MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS AND UNTIL ALL DISTURBED AREAS ARE STATE AND LOCAL CODE5 AND REGULATIONS STABILIZED, 10. CLEARING AND GRADING SHALL BE SCHEDULED 50 AS TO MINIMIZE THE EXTENT OF EXP05ED AREAS AND THE 20. UNLESS OTHERN15E DIRECTED BY THE WATER, THE CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING THE LICHTINC PLAN LENGTH OF TIME THAT AREAS ARE EXPOSED AT ONE TIME BUFFER AREAS OF VEGETATION SHOULD BE LEFT WHERE NECESSARY REGOR95 OF CONSTRUCTION ACTIVITIES PREPARATION OF INSPECTION REPORTS, AND REPORTING PRACTICAL. RELEASE OF P5LLUTANT5 TO THE PROPER AUTHORITIES AS NECESSARY TO COMPLY WITH THE NATIONWIGJE PERMIT. THE CONTRACTOR SHALL REPORT ANY REQURED MODIFIGAPONS TO THE 5WPPP NEGE551TATED BY FIELD _ 11. NO GRADING TO OGGUR WITHIN 15 FEET W PROPERTY LINES. CONDITIONS OR COh5TRUGTION ACTIVITIES TO THE EN61NEER FOR REV15ION OF THE 5WPPP WHERE APPIMPRIATE. 10 5 0 10 20 30 40 50 EFFREY T. SURER, P.E. 15 N 6RAPHIG 5GALE 1" = l0'-0" 3MER, P.E. 15 NOT RE5PON5I9LE FOR SAFETY AND 5ECURITY RISKS DUE TO S+ 3 12. THE LENGTH AND 5TEEPNE55 OF CLEARED SLOPES SHALL BE MINIMIZED TO REDUCE RUNOFF VELOCITIE5. RUNOFF INADEQUATE LIGHT LEVELS.' LIGHT LEVEL5. TH15~~ 15 NOT A REGOWENDED LIGHT LAYOUT. IT 15 A DE51% SHALL BE DIVERTED AWAY FROM CLEARED 5LOPE5 BA5ED UPON THE 5OUTHOL0 I THE 5OUTHOLD TOM GODE - ARTICLE XXXW-WPOOR LI6HTIN6 5 of6 XKIN6 - a. 94.4' O' rv SEPARATION DISTANCE REQUIREMENTS FOR fi HEAVY DUTY AND LOCKING ~ GRADE DIRK - STORMWATER LEAGHIN6 STRUCTURES AND PIPING, CAST IRON COVERS TO 6RADE~ EL* W.`' LOAM 10L) -Io' r HORIZONTAL SEPARATION DISTANCES FOR STORM HORIZONTAL SEPARATION D15TANGE5 FOR 5TORM DRAINAGE LEACHING POOL5. DRAINAGE NON-LEACHING 5TRUCTURE5, FINISHED 6RADE B 61LAY y o PROPERTY LINE- = 10' MINIMUM WATER SERVICE LINE5,LATERALSMIAIN , = 5' MINIMUM y} EL.91.4' LOAM(OIJ 9 BUILDINGS WITH CELLAR = 10' MINIMUM UNDERGROUND UTILITIES = 5' MINIMUM 2'an ey BIILDIN650N SLAB =IO'MINIMUM 20" SSA ry 24" B" MIN TRAFFIC BEARING TOP WATER SERVICE LINE/ ATERAL5/MAINS = 10' MINIMUM VERTICAL 5EPARATION DI5TANOES FOR STORM ry 20" MIN 51DE TE5T HC g ~ TE5T HOLE DATA n = UNDERGROUND UTILITIES = 5' MINIMUM DRAINAGE LINES, ' A5 PERF A5 FERFORFED DY SANITARY LEACHING POOLS = 20MIMMM WATER 5ERVIOE LINES = IV' MINIMUM PUMP STATION = 5' MINIMUM SANITARY WASTE LINES E 16" MINIMUM INLET 1 YOUNG OH JJL' Yty~ omg1 LY 18, 2001 PALE NPOW! y 6REA5E TRAP = S MINIMUM OUTLET MANHOLE = V MINIMUM cV Q PRIVATE WELLS = 50' MINIMIM MIN 4- VI& FLAW LIKE 111144'11A, RETAINING WALLS = IO' MINIMUM WR 35 PVC b" SOR 35 PVC, 21 Y KIEL STORAGE TANKS (BELOW GROW) = 20' MINIMUM PIPE OR V CAST IRON FRAME AND GRATE/LOVER EQUIVALENT PIPE OR FINISHED 6RADE 1 PIPE ENTRY EQUIVALENT i PROPOSED EUILDIN6 • EL 4039' CAMFBELL 118,2 G OR APPROVED ISMAL PITCHED MIN. i tM:FLE - eN5lzANT=ERAWSE D BVILDI DITIAADDITION z Y. IN / I FT p d) WALL BAFFLE .I PITCHED MIN WALL 4 Ye IN /I FT PROPOSED N MAINTENANCE SALONS J FINAL GRADE O ADDITION 1 Fb WARR CKOlM1ERF!D 6' TRAFFIC z BEARING SLA (WHERE APPLICABLE)B I Q FIN. GRD o PROP. LFr I . OVR G.I. CVR E.i R. G.T. = fl. 33.d EL: 33A' EL; 33A' E.T.R. E.T R. o L.I. (AVER FIN CQU a FLELA 3250' I.E. = 3130' ~el FIK CRrcO a FL. [EL. m--.- € EL. 32D' EX 5.i. I I -P. ; EL 32DII, 32D' G . GoVER G L GoJER REAR „ EX. KO6 = El. ^3225' 3250' $ h rv ELI=32DN' EL=52 rv o EX. 416.1 PIPE, -IV 'IV PITCH =Y~'ffi, MIN 3' MIN. ® r=lih 3' MIN. SEPARATION DISTANCE REQ1jT5 FOR SANITARY " IE =3015' ` EX 41 Cl PIEE PROPOSED, EX 41 CJ FEE C~/.I PIPE R~ s 4' DIA PVO PIPE, IE. =2937 I.E. = 29 I' ROW LINE PITCH =R PER FT. MIN. R PER FT. MM. + FLOW LIFE IE, = 3055 I.E. = 2822 , 9 SEPTIC TANKS: IE=2ll2 MIN. HORIZONTAL SEPARATION DISTANCES: 4' D IA Py/C, PIPE BA' DIA R 12' DEEP G T WRAP STRUCTURES A. BUILDING W/ CELLAR = 10'-O" / B. BUILDING ON SLAB = 5'-0' 42A •/p' / LF. = 535' = 040.' LEACHNS POOL r WITH FILTER FABRIC C. WATER LINES = 1C-O" ® ® D. SURFACE HATER (WETLANDS = 15'-0' / PROPOSED N FASTENS 3' MIN. F. PUBLIC WELL = 200'-0" 1,200 GAL SEPTIC, TANK 3 MCLEAN ShND CLEM SAND 6. PRIVATE WELL = 100-0' DOLLAR COLLAR EX TO REMAIN 12006AL 5EP11G TANK H. RET. HALL (WTRPROOF) = 10'-O" / GfaOlmo HATER n 10' DLAMETER J. U/6 FUEL TANKS = 20'-0" I PROPOSED SANITARY RISER DIAGRAM ADDITION TO EXISTING SEPTIC SYSTEM SYSTEM Iy NON-RATEABLE K. U/6 UTILITIES = 5'-0" 901E L. STORM DRAINS = 20'-0° _ n H. CATCH BA5116 - 510" I (NON-LEACHING) NOT TO 5C.ALE (ZILLAR MATERIAL (PENETRATION) P, PROP. LINES = V-O' 1 ~ PER 5LD H.5 5TANDARD5 FOR APPROVAL OF PLAN5 AND GONSTRUGTION FOR 5EWA6E RATABLE 501L 0. TO. SLOPE = 25'-0" 5YSTEM5 FOR OTHER THAN 51N6LE-FAMILY RE5IDENGE5 DATED ULY 15, 2008 B R. BLUFF - 65'-O' O. FOOL FL. 15.48' L -1 -2 U566 DATA YELL No. 56560.1 - - Y UNDERLYIN6 SAND AND GRAVEL STRATA \ HIGHEST RECORDED 6ROUNOWATER 6AS' NO 6ROLND WATER ENCOUNTERED r EL. NX (TEST HOLE PUG TO IT BLW 6RADW NOTES , NOTB~ U m 1. COLLAR DEPTH 15 NOT REQUIRED HHEN RATABLE MATERIAL EXISTS FOR FULL DEPTH. I, CONCRETE TO TEST \ I / , ALL PIPING INSTALLED G SHALL BE CAST IRAN, 2. DOLLAR MATERIAL SHALL BE GLEAN 6RAVEL OR BANK RUN. 4000 P6.1 0 26 DAYS AIN GA5T IRON LEAVINS 3. ALL DRAINAGE STRUCTURES MUST BE WRAPPED WITH FILTER FABRIC 2. REINFORCEMENT MEETS )-~TMHE 410 O Y4" / LF, • 102' • 065' PROPOSED. EX. TO REMAIN I E. 27.48 IE= 2112 A DISTANCE OF 5' AWAY A5.TM. A-615, A-05 SPECS y FROM BLD6 PERIMETER D DE516N PERFORMED IN W N TYPICAL STORM WATER 3. ALL SANITARY PIPING, TO BE a'm 5DR 55 PVC ACCORDANCE WITH SCOTS 6PEG5. LEACHING POOL (5D) DETAIL SEPTIC. TANK - 1200 NOT TO 5GALE SCALE: NOT TO SCALE - 1200 6AL= Xz ~QO W pWd) q I YX CITY wxwAgnetnyGl.mm & SONG I% MP PNn www.ca11B11.com (for other tletaa) & 1 I V OW or vAI 800-212-4480 1 811 N) By law, excavators and contractors working in the For safety masons, homeowners are strongly five boroughs of New York City and Nassau and encouraged to call as well when planning any Suffolk Counties on Long Island must contact type of digging on their property. Homeowners DlgNat 1-800-2724480 or 811, at least 48 hours can contact us directly at 1-800-272-4480 or by CONCRETE RETAINING but no more than 10 working days (excluding calling 811, the national cell before you dig weekends and legal holidays) prlorto beginning number. For excavation work completed on WALL OUTLINE CHART any mechanized digging or excavation work to personal property, it is the contractor's ENGINEER ensure underground lines are marked. responsibility-NOT the homeownses-to contact STUGGO VENEER ON BLO6 PF PROP05ED REQUIRED FOOTING 51ZE Excavators and contractors can also submit DIBNet Having utility lines marked pdorto locale requests online, through ITIC. If you do not digging is free of charge, REAR EXT WALL 6 TAPER RET, WA REFER TO DETAIL 'W', OF NEU? 1'O HEIGHT /~L.L~ ,1 1) THI5 DWG PAP y T B~ 9,~ cu motly use ]TIC, please call 1-880.524.7803 , , MAINTENANCE BUILDIN6 HE ADDITION EXTERIOR T for more Information. Q n n n n 9* I Hurt n YVHLL IOCI VtlV/ I 4 11-0" 0'-9" 1'-5" m ,",iwJ"a (7 2" X 2" STAKES EXTRA STRENGTH FILTER FABRIC STEEL OR WC STEEL OR WOOD T.O. WALL VARIES (REF, b" ABV GRADE) 5 3'-10" 11-0" I'-9" ZF o73ag3 BUILDING WIRE (TWO PER BALE) REO'D. WITHOUT WIRE MESH SUPPORT POST (TYP) POST (TYPJ F, M. 6RA E W EL. '-O" • - SHOWN OWN 6 4'-6" 1'-2" I'-3" 2'-1" OpROFESS~~~Py OR TWINE 10' MAX. O.G. 5PACIN6 T 5'-3" 1'-3" I'-6" 2'-6" I ~ STRAW 5ALE5 W/ WIRE SUPPORT FENCE & MAX. O.G. 5PACIN6 BAR5 IWOL. I'-4" I'-9" 2'-10" JEFFREY T. EUTLER, P.E. W/O IRE SUPPORT FENCE HORIZ. 3" MIN. . 1'-5" 2'-0" 3'-3" ~n\\i/~\~~\\n\\i\\\\~\~~ COVERAGE. TIE TO 115 10 T'-5" 11-6" 21-3" 31-b" PROP05ED GRAVEL DRAIN VERTICAL, 24' OL. • I 1 11-1.1 21-611 41-0'p 12 61-10" 2'-9" 4'-5" Fw' PROVIDE 8 S.F. GRAVEL STUCCO VENEER (TYPICAL ON Q 13 9'-6" I'-9" 3'-0" 4'-9" V COMPACTED FILL... AND AND FILTER FABRIC EXTERIOR FAGS OF a PROPOSED RETAINING WALLS) Q 14 101-3" 11-10" 5'-2" PROVIDE 2'm DRAINAGE 15 II'-O" 5'-'1" ~L p] ORAVE PIPE BEHIND WALL, PITCH + WEEP HOLES 2"0 (M W 1(9 11'-10" 2'-0" 5'-10" 6'-O" lY) AhTTACH FILTER FABRIC SE( o DRAIN LINE AND OUTLETS .'7 ; ' 0 4' OC (TYP) 2 FABRIC SECURELY TO UPSTREAM SIDE OF P05 51DE OF P05T @)W/ LP., MIN z m ? 0 13'-4" 2'-2" 4'-4" b'-10" V O t .t 19 14'-2" 24-3" 4'-b" 1'-3" d) I- 20 15'_0" 2'_4" 5'-0" T'-b" O J Q O < 36" H16H POLE (MAX) iBACK FII L:~0 II a Ib" TRENCH STEEL OR WOOD P05T Of, ~Q ui p Q GENERAL ~N4 CONT. 6 1(, O.L.: GENERAL NOTES a~ O N SECTION I. GONGRI 2. STEEL 1. CONCRETE SHALL BE 4000 P51 MIX. W Z O 2. STEEL REINFORCEMENT SHOULD BE GLEAN, FREE QQQQ,~~~ z z J O FROM FROM HARMFUL RUST, AND IN COMPLIANCE HITH [-i J W q; BOTTOM OF 3I HAY 5ALE5 APPLICABLE A5TM STANDARDS FOR DEFORMED R~ I d DRAINAGE SWALE 2 1 4 f,i- •.1'c - - APPLI O BASE J J m t BASE AND STEEL HIRE. W #k 3. TOP M, 3. TOP MASONRY RETAINING HALLS SHOULD BE A Q I O . ~0 E El o KEy TH CAPPi THE b- m El GAPPED OR OTHERHI5E PROTECTED TO PREVENT IL O THE ENTRY OF HATER. V O O \ J 4. HEAVY 4. HEAVY EQUIPMENT USED IN BACK FILLING SHOULD J 120 O NOT A NOT APPROACH CLOSER TO THE TOP OF THE N O PLAN 3/4" 3/4" MIN. 10.5' HALL HALL THAN A DISTANCE EQUAL TO THE HEIGHT i DRAI DRAIN ROCK 7-10" © _1'-4'@ P-W O OF TH OF THE HALL. z W STAKES (TYP), " TRENCH, SEE B ECE O N 4" X b" TRENCH \/\\f NOTE5, Z m ~ SEE SECTION. W 1. PROVIDE CONTROL AND, ONTROL AND/OR CONSTRUCTION JOINTS IN CONCRETE OCT ¢ FOIE O Q 11 AGKFIPAGTED 5'-II' © RETAINING WALL5 ABOUT'. 4LL5 ABOUT EVERY 25 FEET AND EXPANSION JOINT5 V TOUT TRENCHING ABOUT EVERY FOURTH LO COATED DOWELS SHOULD f~pFOURTH CONTROL AND/OR CONSTRUCTION JOINT. ELS SHOULD BE USED IF AVERAGE HALL HEIGHT ON l1 TRENCH DETAIL IN5TALLATION WITHOUT TRE „ N u OF JOINT 15 DIFFERENT. P Af~OE n NOTES' RATURE BARS IF HAWS MORE THAN 12 INCHES THICK. ul n n n ii u u SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO MAXIMIZE PONDING EFF 7~ n EITHER SIDE OF JOINT 15 1 ~CPONDING EFFICIENCY. POURED CONCr'TE 3. USE; .E TEMPERATURE BAR ELEVATION INSPECT AND REPAIR SILT FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEF PIMENT WHEN NECESSARY. DW OFF-SITE TRANSPORT. FILLER: PREMOLDED I"X2'-O" PLAIN BARS o 12" O.G. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THATR WILL NOT ALLOW OFF-51TF 1 FI 2 RETAINING WALL DETAIL PARTING STRIP, 16 6 PR D JOINT FILLER S-4 i STRIPRIP, , 16 Ib GA. GALVANIZED SHEET STEEL COATED TO ?.Nn1T BOND AND HIRE TIED TO REBAR5 0 12" O.G. PREVENT BOND AN ST M BALE BARRIER SILT PENCE DETAIL SCALE: 1/211=11-11 4. KEYS SHOWN DASHED h ' N DASHED MAY BE REQUIRED TO PREVENT SLIDING IN NOT TO SCALE NOT TO SCALE HI6H WALL5 AND THOSI .5 AND THOSE ON M015T CLAY. 4 ofC rv r CUT DOWEL PAPER SLEEVE P, GUT ALTERNATE BARS o /E PARTING STRIP B NOTE, THIS DETAIL DEPICTS WOR5E CONDITION - n (TALLEST) PROPOSED CONCRETE RETAININ6 WALL. USE THE WNCRETE RETAINING WALL OUTLINE CHART' ON R16HT. THE CHART o PROVIDES REQUIRED FOOTING SIZES BASED ON F TD, RET WALL ® EL. 44'-65' PROPOSED WALL HE16HT. APPLY TO BALANCE 5T000O TO GRADE OF PROPOSED WALLS. N REAR OF BLDG FILLER (EAST SIDE) N EXISTING GRADE TO BE FRONT OF RETAINING WALL RRTAINING HALLHALL ~ REDIRECTED GRADE ® EL. 39'-0" RED CEDAR BOARD AND BUILDING 'r'~ EXPANSION JOINT CONTROL JOINT 4 a a BATTEN ROUGH SAbAI (WEST SIDE) ST.1660 VENEER (TYPICAL ON EXTERIOR FACE OF XI PROPOSED RETAINING WALL5) I GONGRE CONCRETE RETAINING ° WALL O WALL OUTLINE CHART Q~ o M4 BARS Ib" O.G. PROPOSED F POSED REQUIRED FOOTING SIZE 6 o S 0 6 SEE SITE PLAN FOR l/ -I ° WA/~LL REFER TO DETAIL 'W', CONTW OF RET. WALL COVERAGE TIE TO CIS HEIGHT (FT) BHT (FT) THI5 DWG BEYOND PROP. BLDG. 1 © REF: EXT. GRADE (REAR) EL. 41'-0" HORIZ. 3" MIN. REG. WALL : \ i ii ?~BA ii i/ ~ ; - ' VERTICAL, 24' O.G. O GRADE ® EL 32.0' .1 t 3 2'- 3 2'-6" O'-11" O'-7 I'-O" r-----'~ % 4 3'- 4 3._2.. 1._0.. O._qp ,._5" B .O. REi WALL ° ~-Q- - - • L INTERIOR REAR WALL OF 5 3'-. I PROPOSED MAINTENANCE 5 3'-10" 1'-P. I'-O" I'-q" ®EL29'-0° L° -__-.-y-------- ------fJ---------- ----.----_____-_---aT. • °a . °.-°T J•---- U BLDG ADDITION 6 4- 6 4.-6.. P-2.. ,._3.. 2'-1.. ' J'• (MAINTAIN THIS PROFILE T 5 l 5'-3.. I._3.. 1._6.. 2'-6" L J SEE POURED CONCRETE • ' i ' , . FOR ENTIRE REAR WALL 8 5'- 8 5'-II" 1'-4" 1'-q" 2'-10" RiININ6 WALL DETAIL (THIS H SIDE ;I; e q b. q 6._6.. 1'-5" 2'-0" 3._3.. DRAT PROPOSED GRAVEL SHOWN 10 10 T-5" 1'-6" 2'-3" 3'-6" 1-EXTERIOR ELEVATION NORTH SID] SCALE: 1/4" = 1'-0" II 8'-1" I'-l" 2'-6" 4'-0" iii PROFILE VARIES FOR 50UT 112 8'-I PROVIDE 8 5.F. GRAVEL WALL, SEE EXTERIOR 13 9'- 12 8'-10" I'-H" 2'-q" 4'-5" AND FILTER FABRIC 13 9'-6" I'-q" 3'-O" 4'-q ELEVATION - SOUTH FOR 14 101- 14 10'-3" 1'-10" 3'-3" 5'-2" " INFORMATION, DWG A-IA) 15 11'-, 15 II'-O" I'-11" 3'-6" 5'-l" rv PROVIDE 2'0 DRAINAGE a ,J ° 16 II'-I 16 II'-10" 2'-O" 3'-10" 6'-0" r ` m 0 PIPE, PITCH 0$7 L.P., MIW IT 12'- Il 12'-7" 2'-I" 4'-I" b'-5" V^ ff) TOWARD WEEP HOLE 18 15'- 18 13'-4" 2'-2" 4'-4" 6'-10" FBI EMERALD GREEN METAL OrryUTLI.ETS ON NORTH AND if 19 14'- Iq 14•_2" 2'-3" 4'-8" T-3" STANDING SEAM ROOF 5MTH SIDES OF 131-06. 20 151- W N a ~m REF: EXT. GRADE (FRONT) EL. 31'-0" ''r : • GENERAL NOTES: ,L NOTES: p ~9 T.O. RET WALL ® EL. 44'-H"- L 44'-b" } K5 ® I6" OC. 1. CONCRETE SHALL BE 2ETE SHALL BE 4000 P51 MIX. r~1 X - %4 CONT. ® lb' O.G. 2. STEEL REINFORGEMEI REAR OF BLD6 i RUST, AND IN GOMPI L REINFORCEMENT SHOULD BE GLEAN, FREE FROM HARMFUL Ny fh T, AND IN COMPLIANCE WITH APPLICABLE ASTM STANDARDS X Z 4L ` '~~STL'CCO TO TO (EAST SIDE) - DEFORMED BASE AND STEEL WIRE, d;f 'r 1 GRADE MA50NRY RETAINING WALLS SHOULD 8E GAPPED OR O O OFOR DEFORMED BA m EX. GRADE ® R 3. TOP HER E PROTEC RI IERWI5E PROTECTED TO PREVENT THE ENTRY OF WATER. [Q FRONT OF EL 41 O ` EL. 41'-0" rv Eo 4. HEAVY EQUIPMENT US y~e CLOSER TO THE TOI K EGUIPMENT USED IN BACK FILLING SHOULD NOT APPROACH Q Ul )SER TO THE TOP OF THE WALL THAN A DISTANCE EQUAL TO O * ~O BUILDIN6 RED CEDAR BOARD AND EL 40'-D r;. EXI5TING'r EL 40'-0" THE HEIGHT OF THE HEIGHT OF THE WALL. a (WE5T SIDE) BATTEN ROUGH SAWN 'EL. 39 O r~r GRADE r r• r r rn i ~ vi?r v EL. 39'_O"_ . r ry0 N~ , I. EL. 38'-0" rv O° KEY NOTES: 1. PROVIDE CONTROL A 'IDE CONTROL AND/OR CONSTRUCTION JOINT5 IN CONCRETE O O a IN EL 3l'-O" 70-L m RETAINING WALL5 AB01 ye a0 A80UT EVERY FOURTH ING WALLS ABOUT EVERY 25 FEET AND EXPANSION JOINTS m EVERY FOURTH CONTROL AND/OR CON5TRUCTION JOINT. EL N^- r LINE OF EXIST110 EL. 36'-O" COATED DOWEL5 SHOUT 7 DOWEL5 SHOULD BE USED IF AVERAGE WALL HEIGHT ON y TO. RET WALL ® EL .35-6' ,6RAN AL1O~N6.50UJH BOUP • ' N EL. 35'-0" 4'-5" © @ 2EITHER 51PE OF JOINT SIDE OF JOINT 15 DIFFERENT. J . USE TEMPERATURE E3 EL. 34'-0" TEMPERATURE BAR5 IF WALL I5 MORE THAN 12 INGHE5 THICK, U,J EL 34 0 SIDS OF pWIL1211! 3. USE, EX. GRADE EL 36-0 E - i Y\ EL. 33'-0" DOWEL5, "X2'-O" DHEL5. I"X2'-O" PLAIN BARS ® 12" O.O. I- 'ILLER: PREMOLDED JOINT FILLER X. r ,r ri.ri.r r~.(r rZ r,~prr Try r.r r r r.Q.r r p/ . H'-10" OB FILLER: PREMOLE EL. 32-O" _ PARTING STRIP: I 'ARTING STRIP, 16 GA. GALVANIZED SHEET STEEL COATED TO ENGINEER: ON, r r r, r : i `r. / . r~ri ~p r`r MIN/M\0 r r r PREVENT BONI PREVENT BOND AND WIRE TIED TO REBARS ® 12" 0.6. of NEw r \v~C~\T r ry G r % v :r ; %;Yi.; " ow, \YrX b, < C.E ` a 4. KEYS SHOWN DA5HE[ > SHOWN DASHED MAY BE REQUIRED TO PREVENT SLIDING IN O HIGH WALL5 AND T- i a DO. F1 FL 2RETQ'-O" WALL P. C. RETAINING WALL H WALLS AND TH05E ON M015T CLAY. ~Q'~~~EY T O( R~ „ 7 z s ADDITION pg0FE55~n~ m w RETAINING WALL DETAIL n EXT. WALL (REAR) OF PROP. MAI1yT. BLDG ADD EXTERIOR ELEVATION - SOUTH SIDE GEE POURED GONGRE SCALE: 1/2"=11-0" CFO 0734`3 2 (THIS DWG) SGALE: 114" = 11-0' P JEFFREY T. BUTLER, P,E. ll O I~1 $ ~t NORTH SIDE C7 0 -7 N Aa U- m W N O p EMERALD 6REEN METAL w = d z m } 5TANDING SEAM ROOF cr N O z T.O. RET WALL ® EL 44'-8" ~ 4 LL BEYOND Z (3<° o W lll0}cv NW:Z i P.G. RETAINING WALL z?jp SEE DETAIL, THIS DWG p O O RED CEDAR BOARD AND BATTEN ROUEN 5AWN Q , ry, OZ~ V N O O N ~ . o 5.0. RET WALL 5TUGGO TO z w ® EL. 34'-b" GRADE A z m rv GRADE ® EL 32.0' ' ppl, 11, 1, Tr GRADE ® O 0 p EL 32.0' a v 777- B.O. PET WALL a - ---a_- PAGE : - OCT 4 2012A 1 O SIDE 3 EXTERIOR ELEVATION - FRONT - WEST SIDE SGALE: I14" = I'-O" 5 of 6 I 4 N A-I.O 100'-0' O N R v q rri ' i'rYYi' ~ r~ Yri' v' ~l i' r3~ 'l ,f •v ~iyrvr /Trii 9-riirTijj' irrl~~ 'r, r' ~ ~r'rr/.~' ~~r r "'+rtrrrl.+vT rTi>' i rio^il 1 lirrr Yn r• J (r ° it 'iP.G. RETAINING WALL j ~ L(~GKE 5 ~ ~ (5EE DWG. No. A-1.0 FOR A-LO DETAILS AND ELEVATIONS) © LOCKER ROOM o~ j 213 50.FT. LL m ~ O U U 4" WOOD FRAME WALL Nx4' eeNCH 1'x8' BENai % MEN'S ROOM x' Z r / 149 50.FT. (12) LOCKERS TOTAL % j r L R• ~ 'Oh rV N_.O d 4'-0' Q'-aa. r / 6 ~0 6 ~ r 5H. :10 T irm _ 4010 _ 30"(0 301 i 14'-B" 4'-0" 31-5" I j WALL I'INTD o i` p~ j TIME GLOGK J WMEN i I i 59 5Q. PAPER ~ ~ ,~~FR STORAGE - PAPER 2 5'FORAGE A-LO I A-LO BREAK / MEETING RM, 824 SOFT. Y '"Qv Q AK /STORAGE RM. b GOLD 5TORAGE o lb 5Q.F7. 2,586 50PT. W N P.G. RETAINING WALL a r • ' (5E£ DWG. No. A-1.0 FOR i DETAIL5 AND ELEVATIONS) V- 4" WOOD FRAME WALL W nQ W 31-0. 41_2" 3'-0" moo 30~0 Q. x i / r L j OFFICE N0.2 i m OFFICE No.1 / 244 50.FT. 251 5G.FT. %r J 7-i v 53'-4' 5- f2'-0 " 5" Il'-0" 5' T-II" V" ENGI ER. o F NEaW Y 4 g-0 o `r O/ !073 m2 Fp ~JEFFREY T. BUTLER, P,E - 11777777777771 / lo' X 10' O.H.D. lo' X 10' O.H.D. IIO' X 10' O.H.D. J. (2)504(o (2) 3046 Q A3.0 8'-O" 1'-Q" .4D 1~1 O I- FIRST FLOOR a z0 12 B SCALE. 1/4" 1'-0" L m BREEZEWAY :ZEWAY rt1 N 'L q 12 ~ a 12 49.00 5GLFT. SQ.FT. W S U~ ~N O z .O. PLATE 9 9 r T.O. PLATE u. T.O. RET HALL EXISTING STING J Q < MAINTAINANCE/PUMP IANGE/PUMP r"z Q Q n, Q Q HOUSE BUILDING BUILDING V O N ~(KZ i BAFFLE INSULATION OVE RANG EX. GRADE EL. 41'-O" ` R-15 INSULATION < ~I~ - v r O < ~f O -i LL (V Z 0 o v 1, Q O ~ o z w 6' THK P.G. SLAB I V bXb HHM A z m 6 MIL. VAPOR BARRIER OVER COMPACTED FILL T.0.5. = EL.32.50' 7AREAl s° RADE 32.0' Q P/4C E . in 2'x24' CONTINWUINSULATION AT PERIMETE OCT - 4 2012 SEE POURED CONCRETE RETAINING • • 2X4 AW SILL .,YW HALL DETAIL (THIS DWG) SECTION 1 5/6" ANCHOR BOLTS,4 O.O. MAX. A200 12' MPX FROM CORNERS OR SPLICE 3" BEARIN6 PLATE AND SILL SEAL SEE SITE PLAN FOR CONTINUATION 45" PC. FND. HALL, _"X-_" P.6. FOOTING OF RET. HALL BEYOND PROP. BLDG. 5CALE: 1/4" = P-O° f C of 6 I' SURVEY OF P] OF PROPERTY SITUATI SITUATE LAURE AUREL TOWN OF SO( OF SOUTHOLD SUFFOLK COUNTY, OUNTY, NEW YORK S.C. TAX No. 1000-1 1000-125-04-24.23 SCALE 1"=. w w :ALE 1"=20' APRIL 23, 'RIL 23, 2012 GRI v S\ ~ ~a%449 \ \ 9e 40 - - - - - _ _ C NF SIAG FOR \ \ \ ~ ~ ~ I pIGATION CONTROL CERTIFIED z%\\\ \ = -------lei - -40 ;ERTIFIED T0: \ . - - - _ _ - _ . - - x 36 + 39 LAUREL L LAUREL LINKS TAMP ~ ~ ~ ~ _ P l?Illtt ` \ \ SP,cHE, iL S . \ \ \ \ \ WAt R C 323 WOOD HE cr-SOX TL caNL. cuaC zfi Y 'IZd \ \ \ \ \ TOO 3Z3? ?RAw TRAILER 3 9 \ \ M Y%al 29,,' •\EGGE OF PAVEMENT 3232 \ \ 3356 f i RIM RATE• • . . , ° . 3Z.~L m\ /p cGNC, sua, J2.iG 322, ° g : TANK Lout i \ \ I4 • a 'z . e sue ~ \ w\\ \ %JEd \ I l.• ' • e/~ \'a °1 ° • J2 06 3 ] 32.42 RAMP ]2l\\ \ \ \ \ OCT -4 2012 k \ \ \ a \ \ \ \ ]30 ° 32.1@• I.5.4 n n ,T2,d % \ \ \ \ \ 9.Y' 345 B.2' \ \ \ \ \ •.°z a .I' \ \ \ \ I I • . . , , GPA7E \ \ \ \ \ I RIM ]yL ° I°• Z \ 5 32 4 4 m \ \ I I ` I 'ASPHALT PAVEMENT tl °I 3P0 I It 325 \ \ I mL %3, 95 ' ° SI ]0 • , ry Z - I I n ° I • m F METAL \ • i~ •I. , RIM L32C I I%3]} x / b I I 3%9 I i METAL \ 323?' \ LOVER ` 34,3 RIM 120 \ J ]2A5 , • a. 31 ~60 e • - X I I I I Q a % W \ I I I I °RIM G11 Ia, RIM U]3.B.5O I I III xj-O ~w ° X323?' •1214`. ST. eY 1L?'~u I I I I ° ° x J,1 n 345 ' 12A 2.R 6 • e RAMP ICONC I TE_g n 9 x1-•22 4. _^pI I I I ~ I + . e a i FRAME GARAGE 1L%I I I I IA 371 310 ^ • •(5) SPRINKLER-'tlo rv~ R.XES'. o. 204' 3zz \ 34 ~ % €a 92 rvM AL m SHE? b %3z 75 a e4 •43,3 • / .168 ° 5 s I I I I %I 02.9 4 4 RATE \ ' ° • 9 , e R 4 IM ] • o FR1MEn / / 32, OR 44 , • . x]168 < lap. \ ° •x32 • ° ',EDGE OF PAVEMENT • 32 ]d 1° 24 02 '.T5 ASPHALT FLAT / 1 ~ SU9 FIM SS n5 / / / / MTE RIM31, METAL O K SP 5 LOVER I I I RIM I I I T. SI S.5 I 1 % I SS fi y l )7 U2 3 Xa H3S.fi PREPARED IN A0001 STANDARDS FOR TIT PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LIA L 5, AN FOR SUCH USE BY BY THE LIALS, AND APPROVED AND ADOPTED FOR 5UCH U51 BY THE N TE LAND TITLE ASSOCIATION IDLE AssacIATOM OF Nth, 51~P ySAFT z a z w 3, ,5(H67 NOTES. F~CAND N.Y.S. Lic. No. 50467 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS:320 UNAUTHORIZED ALTERATION OR ADDITION EXISTING CONTOUR LINES ARE SHOWN THUS: - - - -32- - - - To THIS SURVEY 15 A VIOLATION of Nathan Ti SECTION 7209 OF THE NEW YORK STATE ian Taft Corwin III FEE - FIRST FLOOR EDUCATION LAW Land C FL. - GARAGE FLOOR COPIES OF THIS SURVEY MAP NOT BEARING TO - TOP OF CURB THE LAND SURVEYOR'S INKED SEAL OR _and Surveyor BC~~ BOTTOM OF CURB EMBOSSED SEAL SHALL NOT BE CONSIDERED 9 III - TOP OF WALL TO BE A VALID TRUE COPY. BW - 8070M OF WALL Successof To. 3D,UI CERTIFICATIONS INDICATED HEREON SHALL RUN uccessor To. Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Jose[ IS PREPARED, O HIS BEHALF TO THE Joseph A Ingegno US. TITLE COMPANY, , GOVERNMENTAL AGENCY AND Tile Surveys - Subdivision: TENTING INSTITUTION LISTED HEREON, AND reys - Subdivisions - Site Plans - Conetmchan Layout TO THE ASSIGNEES OF THE LENDING INSTL- PHONE (631)727-2090 LUTON. CERTIFICATIONS ARE NOT TRANSFER NSFERABLE. 51)727-2090 Fox (631)727-1727 OFFICES LOCATED AT THE EXISTENCE OF RIGHT WAYS LOCATED AT MAILING A00RESS AND/OR EASE MENTS OF REC ECORD, IF 1566 Main Rood ANY. , NOT SHOWN ARE NOT GUARANTEED Jomesp0ff, New York 11947 lain Re0d PO Box 16 ow York 11947 Jomesport, New York 11947