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1000-87.-5-20
�r✓'"�'�. a �, -r r�p.�1'1�1. .�rrr,r•. f-.l N � I.... ' 3 411 I , I x.' ,a , � i- r;t =r J I,X u, .t .. ..,6:\ , '.,.: TI - d. 1.. •(YL*'1'�' ! ! � �� .. ., "Ir u � .. a t wl f $ r , r r,t t , . - ., - - u , �.' �e ,,.r „ . . v �. y. .- .-, '� . .rn -. , �'? � ,,F^+ 1 , - .k• 'S4 } 1�}J . ' . , ,.. rLy-. _. .�, . . r' � . , , ".�. I ,r,l ., �.�„ ,. ',�.; _ �L , L•,.;' :•,F..:,,1 s '"�'fi ",w'�",: 4S , nr f , t rn" car 1 rr. 5 a Al I . : n r . ': . ., , . i . ,, , �, ' 2 £-- l.l:' . . P,. 1 r - ' - ,.,- .. , ' #r : '. n ' •r-« i - i y { n,tt - - i .- i. n i I y iQ ..f . i + "•a,P I r , .. . �-IY•ly`i�+Yl•-T-r�1i.:,'r.,+'i_w,- _ �4r 'fl .. , .4 .I k,j � Y , .j i . �Ll}y��, y'I�-,.•w,,_ 'yam. _, —�. .. -_. _.....� w r /� w — i ! , — 1 �/4. .ysr_ :/ '"^'"y,,.,, ��/ ���/ - �� j' lr ^-�R M1, � � � _l/. � ice' -� wcw/•--. � � rI 14. } =_Tc ` I 1-7 It! �`- f _ it Ilk / y h I �... - -•ice � yr ��1n4 . ' 1- .•,—�yFa..-_fr� _! ' '-�r I r:" � 1 � �' .K t__ .V..��� .....�5.�w.!�7"_�r_!�_. J J'�L. - �`�rJ - � � 4 _�- 4 , a i l , = t1�a�r1C�=; r�n'C� . +��Ic�T 2� � �r a✓ra� - ,, g �f I ,r .r. r.: T i COREY CREEK EXISTING BULKHEAD ' INSTALL RAILING ALONG THI5 FACE EXISTING BULKHEAD I1,1517ALL RAILING ALONG - tH15 FACE I b ;n . - - - - - - - - - - - - - - - -- 6"XG" 5LEEPER5 21-0" O.C. G"XG" 5LEEPER5 IG x o' COREY V FOR 6FUTURE 44ZE0 O.Q t l �• u I '' N 96 C� I -� -I :p�E' ItiSt7ya R sl.il ' . I CREEK Z5xl.ST.IN6 GOAT LAUNCHING RAMP A �ma .•'a. uilso rl ,rm•:" o . I . .a .: II • gyp, iwd.� 7 t r .. a,r:l i � . 2"X6" ,DECKING dl G p M! , R u r. 691'.' II lildi ub.� .R tl d :. p 6XI51I144 BULKHEAD INSTALL RAILING ALONG I \\ tHO FACE \ \� P or \\ INSTALL RAILING ALONG \ THIS FACE 5' - 0, P v 'i \ APPROXIMATE MEAN HIGH WATER 1 \ NOTE5: I . ALL LUMBER To BE CCA PRE55URE TREATED 0.40 RETENTION MINIMUM. 2. ALL HARDWARE -AND FASTENERS TO BE HOT- 2" NG" CAP DIPPED GALVANIZED. FASTEN RAIL TO BAL85TER WITH OXZ'/2" LAG SCREWS 2"X6" RAIL 6' Z"X(o" DECKING 2'X2" BALW5TER it 5 2"X6" FASCIA In 1 (o"XG" SLEEPER 2`)(6" FASCIA Z" XG" DECKING 1I SECTION A-A (TYP. FASTEN FASCIA WITH 7/jG'� Xe LAG SCREWS EVERY AND AT ENDS OF ALL FASCIA BOARD TF)([5T'ING BULKHEAD R ILINGDETAII. SCALE: I'r HENDERSON AND BODWELL PROPOSED DECK AREA PLAN RAWER No CONSULTING ENGINEERS THE COVE AT SOUTHOLD DAT7E—Z8-88 20 EXPRESS o.(51 ) 935 -W, NY. , 11803 TEL. No.(516) PREPARED FOR SCALE V Va'1 O BDEVELOPMENT CORPORATION DRAWING No, SITUATED areo IN INTOWN OF 50UT'HOLD HEET -B SHEET DATE DESCRIPTION STEVEN 5AMET N.Y.PE. W- 53943' SUFFOLK COUNTY N.Y. I DR P REVISIONS • I� " ' I r i k 7 3 " rr ,u I i i •. y- 4, .I .,I . a a"'°•i. ,, ; s , . I a : rv : ` ,a~` r a � _ .r ir, .,�.. 4, I � ' CHgNN Y f W �A g wCA T �Z f N Ns7 ,2 O RAMPPLOATIN(x n(� �_ MG:2KWATER '^'"� o&, t.'rAp Z 10p� BULKHEAD IV , ,o _ \ / PRorthL-D 6 uw R Q Qcot EY 2�E ANE { \ \�\ PN14 PAPVol \ pP \ _ V' pL% Ss `�sx 40 HIyH WhTeR R,WrG2eeNe� / ,,akG �$, N.AILK s3 e J o so loo Iso a SCALE : GoNTOUR. INTEiZVAL; LEGEND : 'PROPERTY I.-INE ( TQEE S"DIAM,MIW, El EXI57ING 5UILAING AREA ® T'R.OPn5ED WILDING (ONES PKZOPEf-(Y OWNme.6 / \ \ • ` — — — ROAD (PAVE.D) �/ HIGH WATER MPfZK NOTES '. I, PROPERTY "GATE IN FLOODPLAIN ZONE A,+ CE 8) 11 N / 2, pft 'PETZT`f ZONED 'M-1 1 AND A CAz,ONE 5 ONESze 0 S.TDTAL ARBA. : 8.485 AGRES \ 4, TOPOGRAPFIYAND SURVEY INF09MATIa1V 8Y f;t. VAN TLKL F.C. 5. TITLE NO, 1291790 Co. MAPSECTION E37•, ML.C� D; LOT ZO ! ` /0 \ / u ��gREp Aq g T 1! "_ I` f� i r 1, �. Ear r, e o RECEIVED BY f5' �w� b F a DENSE-PRINT DRAINAGE SYSTEM #1 DRAINAGE SYSTEM #4 1 ,750 S.F. Grass 450 S.F. Planting Area 2,200 S.F. Pavement 3,600 S.F. Pavement 1,750 S.F. X 308 X 2"/12" - 87. 5 Cu. Ft. 450 S.F. X 308 X 2"/12" = 22, 5 Cu. Ft. NOTES: 2,200 S.F. X 908 X 2"/12" - 330 Cu. Ft. 3,600 S.F. X 908 X 2"/12" = 540 Cu. Ft. Reg Vol. Total - 417. 5 Cu. Ft Reg Vol Total = 562.5 Cu. Ft. OZOO O.PA/NS TO BE JOSAM .35/2a PLF�iVT/NG DETFI/L Vol Provided: Vol Provided: SCgLE: FL OO.P GtPA/N O.P APP.PO!/EO EQUAL. 2 - B' dia X 6' deep ring=_ = 506 Cu. Ft. 2 - 10 ' dia X 5 ' deep rings = 684 Cu. Ft. 2ACC O.P9/NAGE P/PE TO BE PI/C. SO..P. ,35. S- MY,P/c'A PE•4SYLNO L/4Mr6, OT#ER THAN 71105E FOR SE4'6'j(?/7'Y DRAINAGE SYSTEM #2 DRAINAGE SYSTEM #5 - (B.9YBE'2,-X) 22'-B'/.'T + + } (MU6o P/NE� 2 '' 2Lp' SP,P R69S0MV SNNLL ®E 166MIED /N THEF170LJ TENN/S COUW 7- A.PEFt 225 S.F. Grass 2,000 S.T. Grass 2,200 S.F. Pavement + 2,000 S.F. X 308 X 2"/12" = 100 Cu. Ft. + 225 S.F. X 308 X 211/12" = 11 Cu. Ft. Reg Vol Total = 100 Cu. Ft. +, + 2,200 S.F. X 90% X 2"/12" = 330 Cu. Ft. Vol Provided: + Reg Vol. Total = 341 Cu. Ft. 1 - B' dia X 4 ' deep ring = 169 Cu. Ft. { + Vol Provided: 1 - 10 ' dia X 5 ' deep ring = 342 Cu. Ft. } + DRAINAGE SYSTEM #fi 4-[//BU.P.VUN/ DENTATUM (A.P.PO✓VWU00J 3f+'aF'IYT + 3,000 S.F. Grass DRAINAGE SYSTEM #3 - , 3 ,000 S.F. X 304 X 2"/12" = 150 Cu. Ft. + + 2,400 S.F. Grass Reg Vol Total = 150 Cu. Ft. 7-TAXUS cU6P/097A NAN.� Vol Provided: + + + (OW9.PF JNPANESE YEWJ 2,400 S.F. X 308 X 2"/12" = 120 Cu. Ft. 1 - 8 ' dia X 5' deep ring = 211 Cu. Ft. + 2 '-Pf'H7 Reg Vol 710ta1 = 120 Cu. Ft. + + Vol Provided: 1 - 8 ' dia X 4 ' deep ring = 169 Cu. Ft. DRAINAGE SYSTEM #7 ' { + + 3,600 S.F. Pavement } { 3,000 S.F. Grass � I } S. F. X 308 X 2"/12" = 150 Cu. Ft. + 3,000 3,600 S.F. X 908 X 2"/12" = 540 Cu. Ft. S-/LEX SCAS,eA'COMPACTA' +, + Total = 690 Cu. Ft (COMPACT INA-'fezwx) /6 {� } /z-YiBURNUM DENYAYUM 5T/zo[ fS /10 Vol Provided: P/G '3 '/'/T + 2 - 10 ' dia X 6 ' deep rings = 820 Cu. Ft. + 1 I I I I II II l WI �E II i I pzJU-NE/ZPEs•ie.UPS C//iNENs/S 1 L /// 9-P/NHUTS 9EH &, 8P/N ' �r 62 ( II I X/sT/NG DENSE VEGETATION TO •FEMA/N-�' /' + + / '}1 + { 7Y/MBE,e PEYA1AIIA,�N7ZA;- Pfi / I I I lO-121 ?' I + I /o. —i ./ O GRGb✓E FENCE ,' _-- 4(7'(' (; �'- X) - I .v c.o W( I 1 + I 11 ® 1 /O' H/6H CHA/it/ LAV•E� FE•✓GE� I 3-P/NUS Td4f/ I I + I 1 EOu PMEUT /w✓ r 9v v v ' a ro /// 6i B=NT -- - 8 i✓60o s/w✓ C.ao /N H90 + 1 I I /,✓v PP Ql�)e I j STO.PACE S 30 '- 4 PYC Lle O.PA/ , . / / 2s' - 4 Ve A5W .t 10A/N /0.50 fe /a as y� 9 VY + / II + 11 \I II Iryio O lol.' II I OEEP•2/N6 D°`�P� /a' `i G / 0 +/' S- Y/BmPNUM OE.VTATuv/ I 1 + C li 1 11 I li7 eve I IDS 11 II (v 1�0 % % /¢ / a a m.o a / / (9.P•Pcww000) 3'-4'NT. 1 60 r' N�LL /CSf � hp T + LL , ho , .,a= ]®Sze + + /Omxe'oEEP L 1 I \ I rs \1 1 b� I ++ Q MY.P/CA PENSYCVAN/CA 3 W Q \ I /NC TEI#//t/ C U�PT PC9NT/NG C-AW T + CBAYBEPPYJ 2f '-3 'HT + A \ + I C GsSY�3C/G/ AeEA�sEE (� + W I Q sHFer T/is 9s s o b POOL / D p h { �6WE[� k, / // y, + ---- h♦ O /a >.ga U /� /// nvv .bv \ 0 + -- t / / ' I t\\". 1 T 35 \ II \ q s.s 25. \9 } Y, I '� \ \I \ \ O I�I� / >'' C A/N L NK FENCf + k I 1 ti \\ \\ \ \\ /O fl7x s'OEEP ♦ 9.f /a o / /v o / of / �y� / 4%// N v �/' /+ OPACA TYP ' CNE L/N FE fE (AME,P/�� •VOGL Y) ^` I I h \ \\\ I/o.o \\\\ /as Brw\\ \ .s LTF' LOCL/GC/G/ JC♦/♦N♦ C\Fp` /uv. v. /y, /.v .-agseP/.C ' T�E /.v✓. >.aaT ' hTEACE I+ i e + +Nfay. , / A 3 / /vv /I,).- 10 XI 'OEEo / +4'a/NCET Ca oOq GSEE \ — AP 11 - 9w oo /ov'Sw. + - /LEX CCAB.PA G'OMPACTJO� - + I + \ 9.0 G s 6.3 �� 6w // COMPACT /NKBE.PBYJ ���' I \ YB // P iv. B�x6'OEEP.P/N6 / '-,3'HT. 2/ \ \ \ B'ff) XSLfEEP.P/NC \ Ro X3'OEEP �,f-�-,-PVF 8'(/JX 4'OEEP / /,v✓ / i vaoo �'� ��� //.l / I � cV✓ >/o B' X 6' OEEP•P/•rvC � ' -� ��� /vo% rl a.a O is / ' ® /E^/.�✓� ® i \♦ 1� O + Mw \I � \ 0 /o.o o av 8 / T.W .3' O✓,9GCS Bw/os aw/£a / .2A/G ` \ rt.crwrw \ \ \ \ 15.08.W. \ 140ew \\ ♦ ♦ w 6w/.o o T. .e„8. rw/ .o \ \ \ /f.o rw \ / v w \ ♦\ .w/]. /So s. W. �� 17S `�T/MBEE'GUioE •eA/L /.r i Ax \t FEB151989 20 SOUTNOLD TOWN o m S PLANNING BOARD i0iV0 TE.VA//S CGIU.PT.�•PE?�PL.q MPWEfl Na, FiENDERSON AND BODWELL FG•? DATE CONSULTING ENGINEERS , 720 EXPRESS ST.', PLAINVIEW, NY. , 11803 THE CO!/E .qT SOUTf/OGO 25/986 TEL. No.(516) 935 -8870 P.PEPA•PEO FO•e scare ,fY!//E014 L;W erZ0,4 &FAIT CO.PPOP!/T/O.t/ DRAWING Nu SITUATED IN 6-iSCE GENE.�•4L .aEviSrows •FEU/S/ON: /-£0.69W PEEP PLgA/N/NG � �Ne,.,/ 7pG1/d/' OF SOUTf/OLO SHEET DATEI DESCRIPTION - BOq,PO MEMO DATED /-/2'69 STEYEH SAMET NY RE Ne,53943 SUFFOLK C041s1/Ty, NEW YM~ or Z R S I�QK� CON a-1I14 DENSE-PRINT OEAOMAN TO BF PLACED HO•P/2, .4sAFP.POYEO BY� E HE /.VTO BANK ANO COMPACTED /.V F/A/iSHEO TOWN OF SOUTf/OLO GP90E SECU.PE� T/MBEPS CE.`A¢CEPEABTAP /G"COC.SL/GSHOWN. ANO SECUPE EN10 1-O1 wA[G W/TH OL/E F/N/SHED AC•6 L Fg.PPPAPOAUEAO.vOBGy PTAyTEE 70wN OF SOUTHOLO TOP OF uPPEP wALle ry iw P.PECAST CH/Mw/Ey - (Yq.P/ES- SEE FCAH� I IT ! 1 j 1 I 1 1 1 I IF °• ® ® ® FI IN 1 / 0'. LOWE.P n 11 1 I j1 11 I I 11 1 Q :, , 1 wqc[ I 1 11 II I I 1 11 11 � I � ®� ,, O � ',• M • II 11 I 1 11 11 I 1 I, 11 N ';,' I 11 1 1 11 1 1 ; I � .. '. 6• 1 1 1B=0•'O/A 0,1F, /0 -0..oi.4. �.i "•.i �EC 20 1 1 1 1 1 1 1 11 114t 1 1 I1 11 1 1 I I 1 1 1 EL. 2.0 •�•A- rA II 1 1 1 I 11 1 1 I I 11 h �G.POUNO WATE.P EL O. 5! 8" -O.. ` �s,�U.f/O LtfATE.P EC O.SS 1 � 1 11 1 � I 1 11 11 l i 1 IN TCh� BSS//V 1 1 11 11 1 1 1 11 11 1 , A/OT TO SCALE ,VDT TO SCALE -� 1 -_ -1! - _ _ �+. 1E.- � 1 1 � G•PAOE WACG 1 �-SECU.PE BOTTOM .PC)L4/ 1 I 1 { � wACKWAY 1 1 OF T/MQE•PS W/TH OHE 2¢"LONG 1 1 { I '1 /6¢C ONC�� AT EACH ENO. Q r,�Elq/ o'10^ �.pL p q , p . q qpp' o F.PO�V7' (/ aa . D. OI0o i, . AQhe . ' q.° . e: oDp .a. 4•a • p.a' , d Q 4'FEA/Al .V' weLEO EGY�E CEYEC Lv/TH TOOOF fy I � „ - P.4/C .A'L OTHE•P FENCES; BA.PBEO EOb'E SCACE: Ar," _ /'-O" b, rYP SAALL EXTEND /'ABO✓E TLW RAK L 7" [ Q CPOSS T//IOBE.P,S• SPACED TYPE LOUPC/NG SPA.^EO OUT3/OE S(EE✓E y (�/6'/NTE.PYALS E✓E,PY G 2/'MAX.C-C E✓ERY F/P 1� I I OTi/EiP .POLN COUfL'/N6 TLS se J 1" U71 SS TXA ,6E165' TYPE fDR EXPA•✓d/ONIV O�!/E w¢ /I/OTES: ; I I &sea 7 Al>veN FABR/C /. JO/N'TS OF ACC S7AGBE'PEO AS SIVOWN. I I f '� '��' ' " ' T•' E 1I 1 ' I {O.PBETTE2Ne. / 1 I. t 1'3' WHE.PE DOUBLE WACC /S NOT kOEAOME.V SHALL Q Fi.PM[Y COMPACTED I .xso >m eF usEo WHEN✓EPf/LAC 1 G/aE/nsT C/NE Po9T ., W; LOA/¢. I .4ECU.PE BOTTOM .POW SO/C A.POUHO I OR HO.e/zoNTAC AC/6NMEN> O.PgYEC BASE• _ OF T/.✓IBE.PS wfTiY ONE C.POSS T/MBEPS 171- I CAANOES /5. OE MOEE ow "R5� OwO��N�S NEEDED 0 1 �¢ •PEBA.P-Z¢'YONG 1 ✓ __ � 'Ova AS SNOs6Y AT COLLA//ON9 qT EACH EHO - A B C D ISIrl G /'� M - 1 S OA4L P/P `TA /1 'I'A /� A /1/ /J YR ° / /Ir/�`� ��i / I�/�/�f� I�//���5 f/ �/��/ii �/'♦/ y 4 3•}L !O c/Z' /Q �C/� L17 .9 Z' /% T7S T T7P 2' 6f 7J} &!S - /J 24 5 /P' G 3.3+6 /O' /2" /O.yg' / 2.77 Z' /n 27S'�7- 772 Z' 3.65 Zff' 365 - 3 14' G /2' SCACE: /" _ /'- O" s' 1� /O. 9'36 /L) /Z" /0 3� //e 2.27 // /5/d• 2N6� 4/;2/i'•S65 ZfC� SA 3"5)9 7 /3 7E'I 6 /d" b q S 3' ;;i V- /P b $(v/jg TZZ 9 2" /?j' U3 Z' ZT/ P' 3A3 Z/i 963 79 SG- 6 /P' W TOP OF wA[C 1 . All wire fabric shall meet the requirements of the current G.PAOE A.S.T.M., designation A-392. It is to be hot dipped ¢'_o„ galvanized after weaving (A.S.T.M. , A-392 , Class II ) . F/N/SHED B'COHs OEALTMA/V P".PEYEAC G,P,pOE I SPACED(@�/6, /. -.PYACS 2 . All posts and columns shall be hot dipped galvanized in C>yPI EYbPy 07yEP POW accordance with A. S.T. M. designation A-123 . ' p 1,,, �,i,i I SEE FRONT Y/EW� 9 +1'4PEBA.P 3 . All rods and fittin s Aped•shall be hot di galvanized #¢.PEBA.P/6^LYIN¢ accorance with nation /6"LONG - BECU,PE EACH TPE90 g g 1❑ SEE FRONT dh AS.T.M. designation A-153 .F/N/SHED B,P90E ✓/EW I � IIE311 TO T/MBEPPET.p/N/N6 WACC. LVACKWAY 4 , All fittings shall be malleable ble iron cast iron or pressed steel . F/.PNJLy COMPACTED TT ,Toll 5 .5 . All concrete footings shall have a compressive strength of I OEAOMA.y E.DCH ENO wi>H ONEr<¢ - 2500 lbs per square inch after 28 days. Posts shall sit in .PEBA•P /6"COHG footings a minimum of 7 days before any fabric is attached . ' When the air temperature is below 50° F during pouring of o-L the concrete, it is to sit a minimum of 14 days before the Q1 fabric is attached. 6 . All gates shall be 1 5/8" D. D. Frames with the same fabric 7yP _ as the fence. All gates shall be complete with hinges,''� a 1I ^ 1 I latches and stops . VI rYP 2 I Fiv/sHEO G.egoE __ - %✓N:, an 1 1 - 7 . All weights are lbs. per ft + 5% . 6' LONG OEAOMA.V WALKWAY - - -- 1�p� y 1 I 1 ' 6�9OEE0 SPACED 1`51T 16 - - ----r--- 1 I 8 . Black vinyl-protected steel chain link fence shall be EYE.PY OTHE•P .POW - . 1 11 I installed in locations as shown on the plans . 7�_ F/.PMC y GOMPACTEO SEE F.PONT Y/EWJ --- ,�; , 1 � 1 j 1 SO/C UNOE.p STEPS I I ,_ I Cq.2,e/qGE BOLTS { I _T B•x 8"P.EES_suREPOST 7=8' SECT/ON �PSST 2•,xG"CNP On �dQL�,Q.ralap'1o� �I , 1 ^. �T.eEATEO YO$T B•_O"O.c. I_ I . O`. OT .Q.q�r'SN'•C)• 1 � _ - _ �L I I i I /yG"TONGUE AND STXe LAGER 1 I 1 T :ROo✓E 4'xf"PosT 1 TREq>EO GUMaE.E N . I 2"X4" I I I srziNceR I I I � � CONCRETE PL'oL DECK - I II II T/MBEiP .FETA/N/NO I •.•.^ ..,i!:'; w:+f_ '.�.' ^.) %.} ' SECT/O.t/ 4V/E!4/ wALc BEYOND sl o �,r�;',>:::-r::ar .~,K r.:.w.� . ':::, a .'.:. . .,:,: >..•,:r, ; - N -A�iIGIIFIi /� All ;rl"We P APET.9/it IM49 40"1/.qL Z T/MBE•P STEL 4046fT•9/L REMN/NG W191Z SCACE A6 .vOTEO SCALE: /'• _ /'-o" T/MSCR GU/DE T/MBER REl/J/N/NG WALL 9EYON0 IPA/L DETA/G �� ELEVgT/ON sECT/oN C-6 AM0404E/V TO/VGUE f CR400YE FENCE DETA/L NO •6U/LE DRAWER No e / CuPHENDERSON AND BODWELL OETW/GS CONSULTING ENGINEERS FOS DATE 720 EXPRESS ST., PLAINVIEW, NY , 11803 711,r C991/E d!T 50&7 i/OLO P /L25/90 TEL.No.(516) 935 •8870 P.PFPA•PEO FO.p PALE q$NOTED .9Y1//E6V 40AVel OPME.VT COLPPO/P.�T/O.t/ °PARI"° No ��/S-� Ap0E0 >/MBER G✓/OE .�4/L OF>A/G SITUATED IN SHEET DATE DESCRIPTION TOWN OF SOUT//OLO REVISIONS ,PEv/S/ON- /-70-89 NSFEe AZAM/NG 9MAW MEMO OgTEO /-/a-B9 srE✓EN SAMET N.y PE No. S39 SUFFOLC COUf1/Ty A/E!1/yO PES 2 or S I : ,� ,. III ::: 11 !I L 1A � ,,11 . I L MQ"1 it - yt,',v q4�,.Iia"w"FIFI,! ,',,!-- xt�, , I I : � � � � "'. ,,, ,It I I � -, ",L - � . - i � I �! !H-I,1 j*; Ems M. 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Y EDE b pp aN LS P O OMNI - AVE. f ROAD // / \ PRIVATE eKI�NLK E SCALE: l = 30 u. . � SEPT. /.� 1984 - COREY CREEKNN i R r > v oe \' �x m fo(l15(ly // y \ '•_\- --s\ +\ THE LANV\VARD LIMIT OF TIDAL WETLANRS 5HO\VN HCREOEL_ H or / \ £ss I5 FROM THE Ig84 N.Y.S.VE..Q. IN5P OTION WHERE GEKTAIN O nod \\ tris 3sF CORey PKOFI 151AM7IN& GORNEKib \VERS STAKED .PY US.ANV LOCATION MAP �' o y - • IMIT - \ �:: s MEASU,REEMENTe, WEtKE MARE AN"V REGORVEV aY THr SCALED"= 600' N J - _ _LANOWAR.IdtTLANVb--.•• \\\ O'S2gg•� e N.Y.5.V.E.6. FROM THE STAKES TO THE TIVAL :D/ETLANVS7. a v> TIvAL � \ s REE Eo.o RT.=/4.0 P.l.=A0 R1..8.0 P.l.=x0 P.l.•e.0 RL=e.50 PJ.e.o x4 pr c / \ \202' k VIEW- os vca..0. 4 V,CC=.0./o vcc•_x. vcc•.o. a vc0•-O. va=.o. • Q C / s \ \ ' s4/02�6•.. ACr=/Es ACT.-9. ° Act=e./ ,1cL=e. Acc•e, a ACT.=e. AST.e.a \ Ed p \ \ RN ca \\ Ex/sriN GRADE - - \ Q v 91°000 Opt / / / + //- _ \\ � \ \4g•!` w -e ! o � b A W w> \ % % - o. 00% . o50y eW .LIN /�/ // r \ \\ zl'. OF P.V.C. SAN SEWER '4 `SAO° n R sK 5 /052" S.22°04'22 W. s O PROPOSE GRADE \ w ?� N' I �g� 145'OF aPV.C.SAN SEWEI; I �9 � @G,400% `•30' ll.Y S, ' FUTURE 42.37 2 0 ? p•1p @0.4'70% CONNECTION 2° RIPZ. 010 \ \ \ __ \ •V\\ X668 ` NEE w Ca.NOb - W 5&4 - 5e6 _ bN PGE / '-- __ POOL RS VWATER MAIN 8$ \ \ \ \ / � � ,a` -', - -_ - -_ _ �\ EL-6.2TEST HOLE.N TOP oI A. °w e w n / ------ \ METER PIT SAF \ � 11 \\ / / SOIL VALVE $ \ \ // I _ - \ P� LOAMR1.01 bb $, bb b b b b b o b G _ - _ 300.00` \ \ 1 \ >o GRAVEL a + + a + a + a a a + a $ + + + + /// 8 - \ - 1 w ro • a a b b b A -N, b w w w w / o �" \ \ 5.92° •• � \\ \ \piP_ 2.2' _ �nl / \' /v z\ _.•'r u \ 33'6 1 It PROFILE fi , /' //^ + ' , OO\4 D 11.33' e\ A \\ / 140)905300.j / g5fi7 RA. . / ��-•, \ 'e\\ __ O"W ep 0p 3.3' SCALE: NOR/I, l':/00' ,! W ILO 3 8 il' "�; a 3 ++ R." \ - )I \\ .''\ `T-a CLEAN ry 85' OFaPUC. SAN SEWER ff[ RIP \ fA \ \ N_ SAND _ VERT. /"=/O' � �� + � n i. S.6Y VVVV \ ' 4' _ F� 'O o` \ v`JM '(9'O) \ O$ •�� \ DR. WATER EL-0.5 5.7' now or formerly dock Cipriano /8 N y }' \ . n, \ \ DSAErAio - (Vacant) z 8 3.50' M ,� Sa, \ \ 2 p '.'• „ W I l6 14 l2 to e - •' 'G ! - _ g - � ; 5^.531 0/W. 0 POA103001I'D'E - S / .J 1 1 \\ �.y.' \\ �• + 10 _ - >LEACNI 6TPOOL . '}r !I' - _ �JQ4P. 7 \ � W / I 9CJ"DIA x 5-O DEEP 6. ' 'TV) 1•u •,\ 1'. I b ( _ - ~ ( V_ � (4.b u'A . o 15.25°53'00"W. 250.00' o Lvser 4,45 z � �• ,,, R.0 cbA ,j, STATION II 1 W 4i'' i Rtl. R.D. ourL T ,er-4 Ss s`�' 'JSP• + 10.0) �' 1 1 I I S S "r," n` V AL / D. V 1 9.259500' I11 cNl W e �B 4 3 NI> I ISEW \ I I I I - I 3�g• e+rA'olX It DEEP x ) ' 4HAMD m I 0 � I / - '' ' \ o) 9 0 � � CR ' ). OF 10 EASEMENT 1 61,D ' ILD i (IQO) gNL I E• 445 \ `C. . •: 11 I i .. B Ik' � R0. ' RD. i Ou 6TLE-A 55 \ �'� 1 1 la 1 N I I I 1 ., / -G /o- 8 lil il' - _ • , \ fYAYLGY�Cf C„ .i.TANK9 / - _ I 1 I _ I - / a $ �� _ . '� "'I. 4s�✓, j 20G'OF8 P.VC. SAN. SEWER 1 1 1 \ I 1 ` ' Ol a (5' '/ 8.7) ' f' 87 / ." + /P, )' / l / - _ 27•i\00% 1 1 TEST HOLE N0.2 EL=14.1 TOP 0.0' !ratan! O f / y/ i� \' ye kms) ado/a No.S) k PP,a 9 ?a solL Q , DID \\ 1 1 \ \\ .MANHOLE I, ./ / � o Yom ',. n _. - _ _ fP � ©6ffi �� _moi w - � - 9 ) + \ // \I I I Z LRAM IA 1�u7 ' r ,14 \ 1 p a cIE aso I P R l . rr ' . a"k` , / 4 EP1t 8I \ \" \\ 'IE vG 15 / O R.D. -_ - �, ^I s! _ I (88 } . ,(q )+ 1 '.. + _ i, -'fir (b / )6 / I I 1 W 2.4' 1 \ \ \ - \ / // /- e ,I, • - - - _ _ _ ' ry - \: .'' \ - Ot ••Y1T'N© 3 . '.:4 e� +! 7 \ - 1 1 m SAI \ \• F"•-�:-� _ /, - _ _ - i a ) \ .� . \�_ GRAVEL - + 1 \ •\ . , _ , /, m 0 - 1u0S 1 (lo,dr - ) O i^ :' n '[ a, .PodcgM 'N ,;'I, \. ,'.k, f4.53 'D.`lM `HOLEQ� I` \ � \ 5:LEACNI,V POD E - 1 701 \ \ \ \ / / :I C.B NO•.Z '' , - @� - 41EAGHI FC'_,_6 !�, M1 / \ \ BILET A.+S'-�j DEEP I ( T' CLEAN \ �SNLETLF , AO�? �'I '�`. O 1 4 - SAND PROPOSED 6- WATIE A '35 Ap. ' `=A I LFTI I V -I _ �IE= . / 6UTLETS E= O \ B J oo'., F ,I 4 �' �3 9 4 ° ...76 - S. 63'00 \ Ifi6 00 �, ., I - " o E10 � 0 . l \''�-;- \ �s-• \\ _� ( ?S � \ \. / \ _,b„ •- 1O) . .,, " ..(9 .O v \ \ - /4 13.5) ^e . 12B) U1;S) - - ' I � � ." W 1 070)\ S \ i '•�\ // °-r-�w,. i .+y i. _ a8.� idx3),. (I3.0) bRlvewAH ' U2.o) - - � \ � \' o � �0 6 e. . tr ',\ / x . /, 000Wb •a;A -,I,."aI ♦ , a \ 1 ro G ' + - � 1• ` J I r � 1111 � I - 1 OG a) (t ,6)'�u �µ2.fiY r_., ' , y ?'rYPR7+? . Es, "\ °I6,79:, - ' 1 .\ _ - - .- -y,-_ 'L6'.=4 � ,/, R�' $L ING�PdOLS - I � _ i . ' R.O. L, ' 14 .6) - O"oeEP, � ' \ \ •O 1 I 1I ' Ir .YtAleHIN�_ -. u 'i 4 moi' � I l A 1 O "N.26 cr _ P 0 - 4 , - - w a•,I as 5o Illr� b \\' �. \ *�`s � , �. rS �, ,'N¢. cP . ' ' , 6 I . � i : : u \ .,/ , L_ v < � x• r ,�, / RATEaO o \ I 1 1 ,• m R. 0 I A V � LEA NIMG FIELA . k D, y � m 1 O , I • - � � IBull _ ..._ -'I '. / I i.�. 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Clemens now pr formerly Robert ✓ Clemens now or formerly Budd B. . .Young no;6 or formerly) A Budd B. Young ✓6) f\ W Rv & Helen Green I, �_f " (Paton!) o.P (Paton!)' _ _ u - - _ NO EVIDENCE OF \ v I 'PVACN.UEM. _nAA'.N..noarui• b - WELL DR CESSPOOL - lll/// M ro fMis su.ver Is A mounoN or OC . m - sea ON nov Of THE NEW wu nwn �// T. �S[� E EDuc^nON uw, ��/ CT. ,(579 w 16 b - N4F5 OI rx6 SURVEY mM NOT.E.QWG T D W - - rm LAND SLAVEYOK 5 INKED SEAL O. A O - I.S.111D MAE ExaL NOT RE CONSUDERESE Y//� ✓ N. /3 01 W GE DE A VALID DELI ONLY T PTH INDICATED D SR WH THE RUR ��✓ REV/SED DATE F / / - • - _ ONLY ro THE AND N THE HAII THE su.vn NO.e9 ' li rxEPnnED AND ON ws .ExAN ro HER 'FIRE COMPANY GOVERNMENTAL AGENCY AK LENDING NILISTED HEREON, AND YOUNG B 51r1�Fax4 AD;N.Y. r0 THE Ass GNRs Or THE ENDING IMUSH. ALDEN W.'YO runON GUARANTEES ARE NOT TRANSODURA . RE'9 L.S. L/C.NO. /2845 FEE ADDITIONAL NINGI OR SUnea4�1 5 / HOWARD W,YOUNG,NYS. L.S. LIC. 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'1 . _ � - , �� ,r - I-, �",,,1� '�,r � - I L -1 , .I,� - , .: � I . � ,, , --- -- � - I � -- � - . - � -1 _ � , _ l�_ , _ i I r s • 1 EXh�IB/T ,4 C.1: F RAMS e GRATE �Y0114AP PE. U II&V FO�PBOAlPO O.�" T.PUSTEES DICT/O/✓OF/2 AS'APPROVED BY THE J„ FINISHED GRADE TOWN OF SOU-`HOLD O� •, P y , + PAVEMENT SURFACE ' + SITE PLAN q ;- ' + .� o z ` •�•,:•v ` m NO CONST.F7YGT/GvV ACT/!UT/E.S <i�iLG TAKE 4-COr✓/vaCT . • , , • � w Z 2'-E" PGACE W/TH/N TN6T/DAG IgiETLANO,S A.PEA ��� ^O . p. ^ A T ^D� THOL D G ' VCL S• / r -. gUsy ®®® ® � � A6 OES/1+N,47E0 BYTNESOU7/loCO T!!!'I//✓ 3-BAYBEP.PY + ®®� ® ® F } rPLisr�cs 1 + 15 2- eE - m + Q" + + ®®�. PREPARED FOR I BAYV/EW DEVELOPMENT CORPORATION iv 1 } ¢- CON✓EX JAOANE_^ W s" ROLL y G"DIAI V 6'- . 3 � aPPOK000 + mN �/ AT SOUTHOLD i V/BUIPNUM 1 r r y, "f' + GROUND WATER TOWN' OF SOU THOL D 4 - • SITE W t�' �lt 1�a4r, ¢-Mt/GO P/NE TYPICAL LEACHING POOL CATCH BASIN �" SUFFOLK COUNTY / V. Y E r ,�, m rltl�la 6°"Y vE. a h SCALE / = 30 CEDAR / ! \, IpJauv .; 0� B IBI°LNC°P° I PRIVgfE p ROAD r COREY LRErR TY�/C.2lL A l/.V/T SLA/✓ //✓G Dn ra SEPT. /3, 1984 roe _•sS O 'O_ A 5 DU^ DRIVE BE Q, 1„ ,1" f0 rrn°rly / THE LANDWARD LIMIT OF TIDAL \VETLANPe) SHOWN HEREON ' N Or SS^y 15 FROM THE 1984 N.Y.y.D. G.6. INSPCGTION WHEICE CERTAIN s1I a " nn'4 '3s7y CO/�ey CZED, PROP05EP 15UILPIN& CORNERS \VERE coTAKCP pY U5 AND f 0, rq MEAebUREt-1I!NTS WERE MAPF ANP RFI.ORCljD 15YTHC G ALE- N MAP SCALE-1"- 600' �R N.Ye,.P.E.o. FROM THE SS TAKETO THE TIDAL \VETLANPS. ' � /i' , U Ai RI. Paco M16,A0 P.I,.LO P.l.•AO P.L.p.O ROOM P1.•8.0 92�, ��� ' 41.Dtla VLC a-0.03 YOCa.O./9 VCO•,0,10 VCO•-O. VCC.,0, p YCO•-O. VLC.,O. 4 Q C Sq/ AC ..Ip,lT ACr-AI ACT. ACT! ALT..&, ACT-B.46ACT.•e0 \ yI as ti `q9. H R I „� LK ,Ff SEEDING AND FERTILIZING SCHEDULE 9 ` ,OpDk EXIST/ D GRADE Q ``, Odo C° /3-qB 4f' ZONE 11 1. All disturbed areas within Zone 1 3 DED °. DD 9c DOx $q0, are to be seeded with one of the e'> % g °wl°T 5.22°04'22W. following mixtures: 'a PROAO,RE SIAM i S _ m �ssBs�s� A. 80% Reliant 208 Jamestown aChewingsrd e Fescue l G P° Oe N _ L e RO H Q h JII J!6 o h h n n w S a • w q a n a n ry ^ 0 0 0 0 ° R B. 308 Rebel Tall Fescue o 'na g c q o q o n n n D, w, o - / N 258 FOxtail Ballet' 0 0° .• m m • g EE $ ^ ^n m ° „ 158 Seaside Creeping Nz 108 blender Wheatgrass ,'! 1 if PROF/LE 108 Alkaligrass _ SCALE HOR/Z /"-/00' 'p , � Y_ 1 ; ' u� 108 Western Wheatgrass VERT /"=/o' N �N. ZONE 2 now or formerly Jack C/pr/ano 4- -� o .,� , t � ' , ' <I . ,, 7\° - s,, > ., + , / y A ; � �” �Lr. � .t 2 Southold 1Town tTzusteesheareas a3tM � ;S,, r P 'r• k,s,'r , s Ap^'1v • ais ;� � �� Y'L l !a (Vacant) s K, c 'l N within Zone 2 that do not have a satisfactory vegetative cover , I will be seeded with mixture "B" •o ,, Iz,1 / '"'"' \I Iw above. _ 4 �. I 16 14 ,z Io a 6 `+ fe% C I u" , �ti�l-E 1,3. In either of these zones 1 or 2, c I I u TQI '(. v= uW 1 I I q listed above, no fertilization 5.25°530W. 25IE �� } 1 , shall take place at any time.0.00 : 1 RD 1U..5'� EF v v fr +100) do" \ Y� 4. All other areas, shall be seeded tt l-r E: �S5 / _ , . F I ' $ - - _ r ,9 11 D h°°) \ .a No / / "'� •. or sodded at the developer 's 1 * Iv, °° option, with conventional lawn 1 I 1 1 R.D• y w' ,+, : 'x I•ul FEATEE material, These areas shall be a ', 1 1 FUT�.PE LOC/J.l�'-/O/✓ OFP OG °' }, 1, 1 k � / r9a oncefertilizedthe eat' twice per year, 'w once in the early spring and 1600,/ \t`ss; - 1 /9 once" in late fall . Fertilizer Vacant Q o �R - - - - - �u __ �_ _ _ _ _ - - - - Z = 1 // r \ MANHOLE shall he a 508 organic, �+ --- - - \ / ? commercial formula containing 58 1 •�' + e,n (e }. ' , r / cr4(� ,le nitrogen, 108 phosphoric acid, ) r C , s TOP CAV= 99n F o e a i I ` ' m \ 6 �- � o �V R.D a v''j .-- -. _ _ J-�- _ �,� _ , \ JJ/ 1 w 'yG 1 m and 58 potash, applied at the \ 8 �--�-- / / ° * '� _ - _ p, -'t'a \. \ ca Na / d 4 �i_ rete , of 20 pounds per 1 000 \ \ /0 - � / w: ` v" .r " 3TfilC. \ ri>,RAre 7v / �"i FR r a . ,s, P P 1 \ 12---><-___ \ • . - i °;• (q (' iO 'a1D0 -- T \ gx w I. =4.55 7 1 square feet of lawn area. � S \ OOW\\ PROPOSED �6 Oa 0 - � 519 •00�� — ne B) :.1 I (8.a) (a51 �11 I—' (- . ) .� 791 � � — U .` RD •'L \ \ / / / / / a / / \ r •_ \ \ - !� � � / .(r28'' / 'E'j. .1 � � 9Z) _I,bUO fg r 95) / I-. s \ \ I 9\ ./ \\ / / aS1/ / V lI93) V (198) — Alen nA V A :15aJ A no DRIVE Alf ; sol /_--�- + 1 P N z loe , F a61 e.s ' I az'r >' � - - -� k I. co/_ \ / .l oou�,. n'I ...a +x/F. -- 1 \ �' ,'I"G 77 _ � � ro r ' \ \ - r nz61 Z m _�-,r-5a 2� ('Illy R.D w I ' `V \ 1B t -- _ -+ _ ,°d �,I I ( I -, cw";r' �+� •,, o D. \xerLerrr,RSS II ,/ / ) I Capi /pO dIN \ — � — _ - - - - - T� 091 12�_Jp' � _ ,f 4x d • I X55 \ I \ II'` 37 \\ ,1.t' - 1� \� i f4 1.10 '1 L1ME610NE/ "I 1 °l, h sy` W1.rL1R TANK \ /4 '"_Ey 4J� '), d* § W" �k 1N5 \\ L i S Av �i'r I R R• \ lir nRA'(E LEACHING FIELD _ I PI pI-Bl1T1 1 O: W m 8 d 0.x•46 PCOL° \ , rE ��11533' - IT,O) \ \ x • \ R V 'O �� I, �6 A) rvDLb � J TOP 05" P E L P E L = 1 G.5 I �i .*, � j( I� 4�,'y)E{Q, , D 1 : Dy rNLFjIE+ 445 \ \ _ H Oyr'L£T..E ,4.556 \ \ L1NtE61G EST DLL- Y Ng�oo / I .4i yucr,�R r*.NY. N0. ; . \ m y , , �;�� •' o \ h \ \ RD. / '\`° \f s,, -1 / l Iv I "v 1� (" \V\ I .o T) I.n O -�� V 1 1 N250s9�00'E. 11 33' I ) V �,. V j A / NO ENDENCE QF 1 ° LEAC.F9 N6 \ °a - '- ..ra N.251/ 3 00 I 4 \ \ \ \ \ WELL OR CESSPOOL rOOLb r r'h I ,�^ RD • \- •�J,l"' \ RO I 1L .8 61 ',► , m 261.24' LAI/ 20 N.25"53'00"E' - - NOTE. ' I \ \ \\ \\ _ \ \ 1 G.ID:,NO. /065.48 I, _ __.12__ -- :EkISTI N6 CONTOUR \ / __- --- -- la 6 14 l2 T/Rb*T '1 rr+sa� SLE $ 4 2 �\ ' s 3/4`WATER SERVILE a CURB 5TOP \. 2. —12 = PROPOSED CONTOUR a !a I6 19 Zo (TYPI'CAL) 20 6" MATER MAIN 5. (120) = PROPOSED ELEVATION rt O 16 4. ELEVATIONS ARE REFERENCED >< CR OCP DWELL/NG 7SJ.SETB4C.C' G/NE 1 To N A>ELEVATIONS , ARF W no or former/ B' dd B. Young A' OPW X9If,LI/ OFsouT//oGo now or formerly Robert W,. Green now or formerly Mary E C/emens now Or formerly Robert J Clemens now Or formerly Budd B. Young I y P TPU9TE6u" H/ETLt1NO L/J✓E. ^ (Vacant) cE IAN, 9, ISM °m 9 Helen Green (Vacant) _ NO EV/OENCE 01. 26,/987 V s.Aur�N°.ADDmw 2 - WELL OR CESSPOOL a rxis survey is A vrDw1°N o, ^ BASE/NEC.P�AT/oN ANO �LAJV• r' OCT. 9, 1917 hrnDN Izov or IAF NF1110. F N SUOPG/EO BY YOUNG YOUNF� QCT, 5,1/9117 KTI.,7 9 O - _ 3 _ 1 - OCT, P,1987 or m s susvn mu Not EFAx N W EXN/B/T L1 /NFOiPMAT/OJT/ SEPT: 4,'19137- N u.b wrrvfr°xs Naw siu Dx 0 PA�EP.O,eEO BYHEN06.PSOA/ t • Ha7E' JAN, "61:1987 ' .,Fyssw serf sxeu NY' n e°Nsmsae - SNFY•'? SECF TAX MAP JAN. 41 AV . Des ITAL UDFc°,' L7NO 160" G /-/x/-88 O/ST.p00 SEC7:g,�78LKai5LaT,Q�! dULY l6, 985 DAE A VA ID TAUL C xtkDry s,uu aw. . l REYlSEO' Dy�yy1��'F8 fE/ I rl968' )NLA 11 E1 uDas°N F F WXOM iHf sNt - • FY5F� T4 S,4Eh/AFb AND ON l °NNIS TOINF r ,. 'TO DO"',DOID16 MR AGENCY An " - _ � y - - 1�� rvDING N6111Di1°N 41]IfO HfR[ON. AND _, r ., f ,}t • v,TN°'Atslcirl.FFS o, rxE I,pgrNv 1Nsry ' � ! - -. Y01lIFC Ydk/N , PYERH�AD, N.Y 'n°N.PyuAyless AN,NOT 1MNSMAA '� t 1 NSLbE�I H' 0 N_rMYr RE: .L.S, L/C.MC. 93 'ADDiYIPN,Ae,NerllAN, N T DE jNOLK - !G. NO. 15993 R Y8 Y.S�'L9.0 d !i.• WL' 71 t'.9 - 'r t a 3rA�y f< .; �': -;1 4: su d,. , -''AGI:"5F Om+1✓ i�'r -ns2. ^ 'x 'rv' e 1 , : di 11 11 .". _ -, ::, - - - - � � T ' n ., .. x _ . .1 Milt rt (b L, I , I r N. n ' t ,ui.. .,, ., .' nr•".,NK.k:.,ln4 a-Y- b o :. :a '1 i. , . 1 i.:. - . ,4 , -. .,: 'i i i C;i. •,. I :. ,r, .3 did, .. .. . . . ,. . . 1. ,I. FRAME E.GRA E • AS� ,AP'P ROV ED:gY THE '1 FI NTS MED GR '- - - ' ADE _� � y _TOWN' OF SOUT HOLD , PFACE „ _,-„ .,�-,... ., . ',. - ': �.,. . .•.. , ,. p.. AV E MENT SUR ' , .� ., SIT, PL AIV F 7 ®® ® THE iff L , ,, _ E CO�0�� ;SOU O D } 4°EARTH BERM' I• �' - P. AS PNALT WF_ARING }- _- '. 2 N.Y.S.T - - � YPE I-A IS" C.M� - - - - E � W URS . . - ., - ®® PREPARED FOR --_ , 4" $TONE I8LEN 12 _BASE G'1'EARTH STABILIZED I N �- I' " - I - L/!"'7 / Y l!� I I DL Y L L1OPUEe -Y / - - CORPORA TION L W -SUB BASE, � r° /y - - P: 'I 8'-C"DIA. Iy I? ! - e TYBIC,AL' DRIVEWAYSEbTCAN - - - a 7' AT SOUTHOLo 6 MIN: GROUND WATER ' 59 , . . _ �' TOWN of SOUTHOLD TYPICAL LEACHING- POOL b" 'CATCH BASIN - N�. - t SUFFOLK COUNTY N. Y l I et P 11 GEDAfl AVE. _ S LN`EP� SCALE' /A` - 3Or - - iPR/NATE FOAO E><I NN _ qy �A- e 1311, \ ', COFE CFEEM QIJSon - - lip .", !: •'-SAO. - - - - ' - - - - U h X m SEPT /3 /984 1 I ' v >w_ A a w Or form I Y y 1 rc \ �\ \ \ o' sro - THE LA L, - - I'MYT OP TIDAL NE7LANp5 5NO\W,N HEREON;- / S I5..f1ROM- THC t.1 _ NY5 pE;G INSPELTION `\UHER� G�RTAIN \\\ \' s CO/�eY PBOPfl5IfV '6UILDJN& GIJKN RS "1VME" .5TpAED : PJY LSAN17 LOCATION MAP ,N` - - scALE`1"=Soo' �v° J LpNVWAKV• y rllT \\ \. s43, r'•1'EAyUREN�$J�I L5'.,1VEKE 1 JADp ",AN17 KEGORDED' ChY 7}1r a pF TICJAL �\(E7LANI7a`•" \ \\ \\ �Z4yk EREc N:YeIV..E.6e, FROM- THE, STAKCS TD_ THE TIDAL-: U/ETLANOS. P.L•AO rr.•e,0 P1.=80 AL=AO 1 850 P1.-&0 \\ _ �� S � ! VOC.+0.5 VCC=+0. f V,CC=A 0.10 VCG--O. VCC=♦P. 6 VCC=-0. VM-0. IF C / ACT•H.e ACL=9. 4 ACr,=6.I wr.=9. ACr.=e. 6 Acr.:e. =.e.O \ Pl O /� 9`� \ ` �'` Q4z%6"K, - - m N --- --- --- \ A A49' _ ' R !� 0 00 yy, 1 GOGN t RE \\ EXIQST/N OF=DE Q C 51°� 60At_ i'� /i' /�- >\. \ \ \ \\ �` \ \ �`vB• - `> , -l. %• \0.66 % -/.0 % 5W% - D. 0D% + o SW .� iINO /' \\ \\ \�4 XI5 i / \ 212 OFSP' .. ;SAN SE WE f, \ S4p�O. ° / AY?OHC9E ORAD£ .\ ^. t p„9' - 145'OF 2,PV,C.SANSEWEY2 I a� \ � C�'o A^�''= - � � 43 A ;0., 5220422°W. @o.40O'% FUTURE �3� 4237 - + ui i CONNECTION \ D'm ` �32° I REM; 10 m �y, 2rl RIPz. rrrjjj \ \ s se b N GEi POOL.' G'WATER MAI w - / v p,G/ ( - m m h N N N eef 5116 r _ �-, TEBT HOLE,NQI 1 R d m m o ' ' N w c m N m m w m m N L i 6 '\ METER PIT - rQ - \ \\ �� EL:6.2 0 n °o °n °c $ $ $ °o $ 0 0 0 0 0 0- o R ' B \ VALVE, . \ \ / — sblL I r $ N $ m o m o VA o m / 6 _ / _ " ___ " 30.0.00' �\ \� �� � LNE OF WETLANDS AS DESIGNATED BY \ 2 �- 'o GRAVEL 0 o I ¢ PROF/LE„ e m -- ✓/i i ;d % / jiT 'MI N1.33' \ A' \\ w \ (q,o oo 3 RA &-ar^`.\ \ a O,rW B0� - I SOUTHOLD AND LOCATED OCT. 22, 1987 i \ \ \ \ \p''!c. GRAVEL VERT /"-/O' / RD d D. S390 I2 3'O _ _ 9Bo THE TRUSTEES OF THE TOWN dF- ., ' SCALE: NOR/Z. tW:/00 `O 85' OF SPV,C. SAN SEWER w .JtO) . , SA 96)' ss)'�•;. 5.6Y ' \ \\ pY BY YOUN \ \\ \ C3R� CLEAN \ S i R M, \ \ 3.$' 4E,. 4— \\ GR, WATER EL-0,5 SAND 5.T I now or formerly Flack Cipriano - _ 8- i O / / NK 'll a$ y 7 _8 \ - .D. \ \ DSAND i (Vacant) .._. -� - _ P 'L 'd � ' S,25 3'011 50' " vi 1. :. � ;{ ' 615's r \ \ _�._ � 1 - n , 2 14111 IIID I V4 r!!y I� r Z — — 4 O - r N B O D1A:x b .DE " rR$ l W 1 IG 14 Iz 10 5 G O r' -25°93 0 W. 8'0"DJA x 00 - _ I� g : " I"� I , ,` 3' R.p ; '�• \ - 4 ' 4 T_ \\ TYP.)' a. // 10 �._. 7LEAOLI G FOOLS w k l'.'1lMYb- W - -�� a-a DrA x 15,-D..DEEP ZILOV- '7f}- \ t{ *a, I _ ° - g A' Ilr R n 015.2¢� Cq.O r `.,. R,D v 5TATIal -�-W _ I. 525 5300"lf! 250.00' rslLErr -'Ia.A5 z IFx,1 Via. ryIII• « .,r \ _ \SS \ 1 +110.D)r 1. r9 + ' •PS �asii:'A,' Or V x•29 1 13jL cN'INf ttTLArx� D. 8`0'ddMA.5'`o•DEEP \- ' " .off 90) 41i6MG l0 1 ln'o n-a 60 t160� _QNL tT.E• 445 , \ d+Lb C1c OF 10 EASEMPNT 1 : OUr $ $_ Ilr I ,I y II ,I _ .// „ `^\ IG �. c 'E-apo ' �'•' Rs h , rr8.7 B7 ) / 200'OF B PNC, UN. SEWEk '1 I e c � I I O, - m I � + � 400°!o I TEST HOLE N0:2 1 Vacant O / // ~ a � s \ EL-la OIL' od I ' Q \ I \ \ \\ MANHOLE J. '/ / w R _-_ -_ ��f�� `--(� _ _ _ - - _ - , O I I \ \ TOP CG>V.=.950 'S .i�.- 'ti-` I, � \ \ I E=(P 15 � \I LOAM I� _ _ ^""" N'�" 9'�) . \ �' I IAS _ I K \ \ \ _�.�/ %/ / 31 fv ,q ;' f _ - - C 7"JO''� 4. . SO ( I \ �- SANDE I � C�---.6 -, / 3.,k � T/- FL.ATE,' '%9 _�- `yam �. \rn c4 1 .- \ \ \ \ \ ,I \ J / « ` _ 1 \ \ \�_ GRAVEL . r(:o.t� S � � + \ 11 ' \ �� - \ - \ 4.155 D �Fvl •�h701yE QA 9'0 '� � \�0 \ '1 I \ � - - a \ \ .\ '� ry / \ ^5 LEACHING POOLS - . ' . ✓ f- SANDE, ' PROPOSED 6•' WATETr"MA ; �I,EaAS53 \ Ron \� e � W � 90.D0'i 1 I ' ' �•�• + If9.4 :, �\TSILErIr •t rl \M � - F ° CB.� / \\„N Q/TLETi E- - DS _ \ rB,BL 6. °53'00"W. ` \ - 12 r / / / (A� �I:(9. o 'I '? ) • -� .. GU R0. - \V .,yb / / - (I6 \ (138 1H B) / -'1r B'S) - �j• I 0 - /4 (12B) )� .� � � (13.o) Omvew /f (120) � o I 2 : Z.000% F I I .+ 88) . 85 ,` 7 B r• - I •� Nn°' '„ 'F " w„ \ _ \ ,w bo � - _ \ \ 2 1 ' \ `•'' .� --..14` T{e1�4'r ,� ft, P,' - ,_\ , ,?65, ,d - _ + \„ _ \ I I FEE ' .` ` ING-P -DLS "J'OIA`•5b"DEEP it l4yl l,�'71� F „ hl�l t 5. QP ) /�/ �• � \.- \ W ,— —r- :'�-- - � '•�� - , ' u I i �r O a,D OUTLETS E= •t O _ 75. �(n. t'' ,+ I .�.� � \ � � �Y�� x•' � :1°�S I _ .: 70?L9 - _ _ i 5:Snr T, .� — \ - \ � _ _ _ r — ,�� ., � CR �b �d Ar � I CTRIL9T L✓ '1 i2 . p ' I� 506 \ \ '�� I \ 1 " _-_911Y1LR- ANK ,y - I J4. m' �"$ "'' 11 0, r . 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Iq 20 G:,WATEk MAIN 3, (/20) rCPROPOSED ELEVATON o 16 IB zo (`TYP(Ov4('.e�. 4. ELEVATIONS ARE REFERENCED k OCR OCP. ' p{YELG/NGTO W.G.V.D. , 1929 - - m now or formerly Robert W Green now or former/y Mary E Clemens now or fo mer/r y Robfrt ✓. Clemens now or formerly Budd B. Young no� or formerly ; Budd B. Young I nnmxooue ALTERAnon oA °e s NOV. /8, /987 `1` M FO (vacant) CF w a rnls sullver rs A nounoN a _ )f OF qE - Q Helen Green (Vacuntl" -I - - - - - ' sevr", rune Of rxe New".i OFAn r 9: AO EVIDENCE OF ` OCT 26,/987 �� N: o - _ WELL OR CESSPOCY , - ;DUCATION LAW i ` - OCT. 5� 1987 * ra, 1 Off' . .- mules 61 IMI'sueveY NAP Nor FEAAea OCT. 2,/9 Y IHI I NU 5LAYEYORIS =I.UAC.I - - A ' • SSED SEAL SMALL NOT a CONWRIERID '- SEPT, 4,1987 e - ° M fif A YAUD TcuE COPY, NorEr AUG. 6,)9,67 W' 3LA.ANrees INmcnnD HERMON SMALL I SUFFOLM,COUN/Y YqX MAP - JAN. /3,/96T - A 0 ONLY r° IME REuoN'OR WHOM THE SUAVE, O/ST./0110 SECT087 BLX05GOT,010 JULY/6,1985 r(}.- �? 4agg5+ n r,ErAHU AND ON HIS NIHALE TO Ire REV/sE0 - OATE: FEB.1,1985 `•e nn1 mNRnrr GOVERNININTAL AGENCY AHS - - - E,0.84-46 QD/ANA SU6�'�� A J�!4 NSiHNND 11TDiION L ET[D NfREOA ••• t>f rMet� 1E A53 Gn[Es O4 wmgc INSTh . - IM=!YY .•�� • N .R1Es AAE HOT TRANRAYAMI - 1 YOUNG 8 YOUNG, RI -RNB O, N.Y. UT m. n']NAI wsnILT'.. w nR tl1NOM: _-NS. 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I.I�QVJ NO' O NMV, C.::;OfoOvN C-I.C-V 1!1 J i"r�`''�� uNIT✓ p��wW �L �v , to • 2�✓ / _ y °� I�"'�t`x• Lz^- IfJ Cs �°'b�lY«�7�L'J' '��'�''�_ IIv Y>OD� - 1.,_ I � [ � �• w"�'�• � .� / // 1 _ '� 1�•/J•Y W A'-' FSR h�I�J�J' l 6 � � V ,,,_ " �1 � / T ,, /' � ' .� ,ZO �v p�Af�I�11JCr mal=�r'�•�6 - ''`*„rte ���`� / �/ � - f`- i ;` '� p�Ull. raJu� pn'['f� : HrrICT+tT• 2rz �raNx•J ;:� ��� �� , � '�. - _ �' 2� �--J5' �% � ' 'L�' uCrr It +� f 2 ✓' ' ��'afJu I°''�✓ �7, � , � - . . ', '� ., , � / � � ��„, ,f .� � � I �Du ? V A 4::o N fi o T SV OTt+ov n r' - r , k5f qF I. s. C.I. FRAME E.GRATE A5 APPROVED BY THE FINISHED GRADE TOWN OF SOUTHGJLD D PAVEMENT SURFACE SITE PLAN THE COVE � T SOUTHOLD 2"NYSTYPE I-A ®®® ® ® 4"EARYH BERM I ASP"AL.T W,=_ARING I5" C.M.P. z/iCROWN COURSE ®®��7F w _ '•• Q PREPARED FOR BAYV/EW DEVELOPMENT CORPORATION Ez 4" STONE '6LEND BASE 6"EARTH STABILIZED ; E I-G' SUB EASE 8'-O"DIA. Iv m N TYPICAL DRIVEWAY SECTION1. A 'I AT SOUTHOLD RECEIVED ggap�o w N stat )O�IPI FlAidlll) �/ x ASS 4•-or a39I.A9 GROUND WATER TOW ' OF SOUTHOLD DE OptE � N - S/TE W -� TYPICAL LEACHING POOLE CATCH OASIN = t"�.� bW / o_ p000 . SUFFOLK COUNTY N. Y. CEDAR AVE. PR/VAT£ ' b ROAD v OH�G. Ee,0U1KNE^° \ SCALE: /" = 30' COREY CREEK ✓Er / . 13, 1984 �9JFFyf DRIVE x O JO(08s // y� •, ., THE LANP\VARV LIMIT of TIDAL \VETLANPS SHOWN HCREON of \ \ 5S„S 19 FROM THE 1984 N.Y.S.DE.G. INSPECTION \VHERE CERTAIN a O now / / \ \\ 3s\�s CORE PROP05EP E5UILPING CORNERS \VERS 5TAKEP I- U9 ANP LOCATION MAP p O m � / IMIT \\ \\ 's. Y SCALE,/°= 600' WARP' }- \\ � y.. C MEASUREMENTS \VERS MADE AND REGORI7ED 6Y THE a OPTIMAL �dETLANPS"' \ 5� ws RE N.YeI.PE.G. FROM THE STAKES TO THE TIPAC WETLANVC7. 2060 R/.=u.0 PJ,=eo R1.=e.0 P.1,=9.0 Pd:e.O Pl=e.so PI=e.D e,4 O. VCC=+ vc o.s vcc=+0. a VCC=Eo.ID c=_o. vcc•.o, s vcc--o. 4 6FW C, 4 - Q C / v \ \\ �� � 4�0?16" ACT•M. ACL=9. 4 ACr.=GJ ACT=9. ACTe. 6 ACT-8,15 ACZ,891 O e C \ ^ qB 2 m \ EX/STIN GRADE - _ 1 Ni \ -1. % 0ss % -t00% •o. aD% - D. 00% + vsW :W ), Id6 /�� !/ \ T\\ \\ 21: OFS a4N SEWEk � � � \'q `s40° w'c \\ O E�Isf a \ ` �C; .,.. 43,j`f ly, S.22°0422W. PROM Ej GRADE N p9' 145'OF 5 PV,C,5AN S iE'k I 42 37 ' ?x \ @ /l O.'}J' 0 FUTURE Q"(4) I \ \ SS b CONNECTION 2° FIT Z. Oto a D.e No. _ - b GE5`? POOLG"WATER MAI _ \ _ _ \sssr5s Ie a ue.R . - -- - ce ND. Ili h p,G/ 8- \ _ - - \ TEST HOLE N0.I ob m m o a N n b n O N m m .Ter m m n n sesb N - / .---- \\ \ $ \\ 11 \ / / �� TOP r. m M m n e e e �rGL --6 -_ \ METER PIT _ \ _ SOIL Q-Pi plrr / \ VALVE `C4 �--. \ \ �/ \ v. 1.0' 0 0 0 0 0 0 0 0 o m m o m m m m o o P 6 e .�! \ \ - _ 300.00' \ \ \ LINE' OF WETLANDS AS DESIGNATED BY LOAM 8 VEL NH b o b c b o m o m o b i _ ____ - Ian\ - _ $ b o m m '� o b TZDa3370-" _O - � + + + + � + + + $q o THE TRUSTEES OF THE TOWN dF- \ \ \aiA GRAVEL O O al. N m b ! e m m b b A 4 m m m N O•' .- \ 23' 2 R ¢ \ts' � D \ Say 53 �RD 8+'-�\ 'e 'Z 3.00" SOUTHOLD AND LOCATED OCT. 22, 1987 � � 4 \ N- SAND& 2' SCALE' HORZ. I"=/Oo' �� 52553001At 11133` \ / IY ) )�, Via. 556T / \ \�--� \�' 013 BY YOUNG BI YOUNG �� \\ \'� GRAVEL VERT. /"=/O' - O �� @OA'DO qV.C. SAN SEWER ) 1 � �` ^;` 5 + o- �•:' .6Y \ \ \ \'N SAND OF w IID _, , i / 3 g 'Hr Y`N, ), t':y s•a �., Y 55 , R. \ - \\ ' .\ ASS CLEAN 3.3' o- I I \\ Doi M (9.0) \� \ O 14 \\ N GR. WATER EL_0.5 5.T iI 4 1=I 4� 4`F' a fid` a ` 3'' - CLEAN now or formerly Jack Cipriano o /8 m 1 \ L, f? N$ ` 8 \ ' .0 \\ \ SAND E, (Vacant) - •� _p i N s 5 25 3 )0' 3.50 ROOF DRAINT ,f. \ z QO \ \OOu \ W 6 O' DIA x4 O';DE / 1 •f„ e ,N. °_ m r / T LEgCHI G POOLS V 2IrDML' 3S' ' b 1 IG 14 Iz to e 6 d' 8 �� 5 �i NV+ OLE � 5°53' 0"W^ TYP.) 105.00 21i .�, 'I •', 'T: �i r 12, I I IO l0 1 TO LDV= .70 OIAs 0'-O•'DEE� iD `O% �, pr %'t R D ,.,°, \ (9.0) a a w � R D tl av STATION m i I 15.25°5300"W. 250,00' D y nvLErt99 1a.+5 i 5a "�, rc5 > E S 2•} + \ 3 1 •!^f' , RD. DunE,T E'-A Ss 5✓ +l u'0)' I v 'e X29 I 9 n VAL 5.25°5300 1113 /' n • • e,of IA.S O W .D. \ o) 9,v) 9 . , O I r I N. `;0' W Io.W 'uo) `u.o 11.0 (104) �SNt -TE' 4 1 g 6e' lY ti 120 ` RD. } + RD. +)Ar4eeR CL OF 10 EASEMENT I , I 8 I I * 111 our rxrT E=AgS \ , 1 AOI 11 I 11 I I •� o g 1 1 /y Ir4 v t ' „fir f✓" ° \� /' r87) k =4.55 iB7 / �9 K9 // '4 v OF 4;P,V,C. SAN. 5EWER 1 1 h TEST HOLE N0.2 \ \ I 1 \ - - / / b ! ^r �" N: ', '• IE, J' w \ I Y8 \ , 2 - i 6 I 1 EL=14.1 TOP 0.0 Vacant 9°) %rB. / \ SOIL Q \ II 1 \ MANHOLE I. .i / - IA \ \ \ TOP COV.= 950 ° 'IP`), , a� a _ (P. - I(k -.�H� ��. _ �.�. . r' / y'oJ / f / \I I I m LRAM SAND z.a' \ o w J E, -�' \ I \ ID .,. C.B: NYa.3 e • C 7 , 0 ( 1 \ GRAVEL \ \ 5 LEACHING POOLS vil (172- + r2 o1 11O (Io.rJr 110.0) p, \ / - -(9 \\ FORCEM N I� ( \ \ I, =4.55 .D. M HOLEq, 9.0 '`\ !°; \ 1 \ \ f \ / / - \ 4 LEACIII PC" 5 "d \ 4 8`0- DI 1 GB N0,2 \ 9.5 I \8'-O'OIALS '•r FP / / cA \ TNLETT F6400EEP O 1 1 4 q + \ 1 = OV.=t3: a,� / \ �,. \ CLEAN TO' _ I I T/G RATE4.80 - R.D I \ \ \ \ PROPOSED G" WATE"A 8 / 90.00. I I LE: '4.55 / 00 J /° 6UrLErr 55 O \ m (` 4 I � NLETI �/ / / \ \O5 � I SAND ��' « I \ � ` \ 5 53'00' / \ ' r -- \ •--- � � -- -- I r' / ?�>• � - - G C \ \ 3i, \ . \ ,;1� / / \ \ 1 13.0' 14\ 12 - \ G6 \ (I•j 6) (Izs) (n fl) _ _ _ _ _ - - =-_ _ / � • I / / Ko _ \ 100' OF 8 P,kC ISAIL�' r R IS� luo) - JL (I7 O)\ fi \ (IA.D) N (13.0) t T. h V I 1 � lA ' � I \ � , l0 + - � � I /i ❑ )a $Y'""` �. ``+ tE� �lv� " r,."„ �Y v Ou»� � 'f• 7 I�N J - P � � GI ( i 0 i \ m'T T w , , �'TN o �V II '�' / - ` J O 70oL9 _ 5.50' s (1o0i W,ef R.D. rid ,�' . , ,' *j '• .D.\OurLvr d C.P. -\ � - - - -- -. - - _ _ - _ _ - - - _ _ � '.+i yv',Af.. $ u4 t _ t aL,.yv � 3. • �' 46.50'_ 1 " � „ - � --. / N ' \ - Nek Limtvr L/ 12 E4 n q a 5°53 \ \ •R ",rs , $ \ 6` �li''� I o G 6. NO. CP \ 9tl6YLR ANK / I /4 m �O "" * ' )' . ',, ` \ \ '��I R• '� /aKA.TEa7.v \ \ (b 4) / w- r rD LEACHING FIELD I I 6To)l _/ - M PM GS �Incsro EST OLE I ,W - 9uY R 7 N N0. / '� N I o , '>n o \ G; \ \ Ro. :N• \o• \ s? \{ 1 O \ \ � / 18.0 r � +un W-. / mA(I'l of �'^�.t 5 >< ' '�D. \ /@ \ @.x ''I II ry ' •\t (E�� (o„o� / � 1\ I \a'c S) \ \\ 3/ zlzo) \ NO EVIDENCE OF - -L2AONIN6 _ _ I : \ ,�*. I N.25°5300"E. 115.33 WELL OR CESSPOOL \ / 'P <A+ \ \ \, _ _ 14aaF PRAt r. IN O e ,� RD RD. \ RD. ` IND IZ \ '• ON£LI ING _ N.26°43'00" \ \ I \ O \ \ 261.24' i -20 /085.48 1 I zo N25°53'00„E ,\ / \ \ '',� '(oP 60\16 : S.v / \ \ _ \ '\ 1 1 c.a�Na. S � MaNHoLE 2 NOTE: \ 4 2 ' I - --/2--- =EXISTING CONTOUR T / -- -- - -- lD 8 -I EG 4r3E•,��r1 2. -12-=PROPOSED CONTOUR - m IB 16 _ I ' Za �TYP CAS SERVICE' 9 CURB STOP 20 ,L 3. OZC) = PROPOSED ELEVATION o 16 /B`kE ) 6"WATE"K MAIN „t 4. ELEVATIONS ARE REFERENCED t OCR OC.P. DWELL/NG Y _ W To y.o.v.D. , i929 i no or formerly Budd B. Young W now or formerly Robert W. Green now or formerly Mary E Clemens now or formerly Robert LL Clemens now or formerly Budd B. Young j I II (Vacant) CP NOV /8, /987 ' 8 Helen Green (Vacant) OCT 26,/987 gPIt Of NE', ` o / NO EVIDENCE OF - OCT, 9, /987 `' S+p H, Oq rNOlruw ALIE«ArmN ON Amuw, b WELL DR CESSPOOL - - ` ,t5� rO IND SURWY 15 A 910ui1ON Of o s OCT. 2 1987 I. - - OCT. 2,1987 0 = ]KfJON ]pOp O!1HF NEW YOIR Si Lir N I SEPT 4 r 1987 V j• FOrICAiION LAW I _ _ _ �' T � GOMIS GI TH15 mNVEr MA!NOT DSANINE m _ NOTE: AUG. 6,/967 *' mI L..ND 5mrv5mn's wrcSD suL OE 8. - SUFFOLK COUNTY TAX MAP JAN. /3,/987 wuo5SED SLAC SHALL NOT EE CONSIDEEDE O W. D/ST/G>oa SECrOB7 BLK05Lorozo JULY/6 1985 rO NI n YAND INCL COrr ` O REV/SED - DATE: FEB./,1985 N nNTEES INLICATED HEEON 5HALL NUN - IVOII84-46 lkXN °' 45893 4 INII TO THE PEON FOI WHOM THE SUEVST 50AgEy0 5 FnCLA1E . AND oN N6 EEHALI T mE 'ILI COmrear, C W NMNETAL AGINCV ANE - , YOUNG B YOUNG, R/VERH A M°wG INSTHuT10N LISTED HEREON, AND _ ' il THE A55IGNUS Oi THE ONEENG 'MST" ,110N AEF NGT - _ - GU EANR[i RANDI¢AA 1 -' 1 : ' j I °mnONnlnl Ln..Ev.'ON• l.,o„N..n AL DEN W. YOUN NYS. R66 L.S. L/C.NO. /2845 HOWARD W.YOUNG,N.Y.S. L.S. L/C. NO. f5B93 �� v .. - DENSE-FA\NT . DRAINAGE--SYSTEM #1 DRAINAGE SYSTEM #4 ��SS/S.F. Grass 450 S.F. Planting Area 2'w S.F. Pavement 3,600 S.F. Pavement - r 1,750 S.F. X 308 X 2"/12" = 87 . 5 Cu. Ft. 450 S.F. X 308 X 2"/12" = 22.5 Cu. Ft. NOTES: 2,200 S.F. X 909 X 2"/12" - 330 Cu. Ft. 3,600 S.F. X 908 X 2"/12" = 540 Cu. Ft. - Reg Vol. Total 417. 5 Cu. Ft Reg Vol Total = 562.5 Cu. Ft. /• OEC.[ O.PiG1-41-5 7o BE J0S.4M 35/24 Vol Provided: Vol Provided: FC OO.P LSPq/N O.P .OPP.POI/EO EQU.9L. 2 - 8 ' dia X 6 ' deep ring_- = 506 Cu. Ft. 2 - 10' dia X 5' deep rings = 684 Cu. Ft. 2' ALC O.P/l/N9QE P/PE TO BE PKC. S/9..P. .35. S- MKP/C9 PENSYGI/9/f//CA 7- PGVUS MU¢o Mu¢HUS DRAINAGE SYSTEM #2 DRAINAGE SYSTEM #5 (B9YBEP,Py) 2Z + + 225 S.F. Grass 2,000 S.F. Grass + 2,200 S.F. Pavement + 2,000 S.F. X 308 X 21-/12" = 100 Cu. Ft. + 225 S.F. X 309 X 2"/12" = 11 Cu. Ft. Reg Vol Total = 100 Cu. Ft. + + 2,200 S.F. X 902 X 2"/12" _ 330 Cu. Ft. Vol Provided: Req Vol . Total 341 Cu. Ft. 1 - 8 ' dia X 4 ' deep ring - } 169 Cu. Ft. } } Vol Provided: 1 - 10 ' dia X 5' deep ring = 342 Cu. Ft. + + DRAINAGE SYSTEM #6 4-!//BU.PNU/YI OENTi9TUM 3,000 S.F. Grass DRAINAGE SYSTEM #3 3,000 S.F. % 309 X 211/12" = 150 Cu. Ft. + + 2,400 S.F. Grass Reg Vol Total = 150 Cu. Ft. Vol Provided: + + + 7-T.4XU5 CUSP/0979 NNN"9 2,400 S.F. X 308 X 2"/12" = 120 Cu. Ft. 1 - 8 ' dia X 5 ' deep ring = 211 Cu . Ft. (OlU.9.PF JBPy"uESE YE/vJ + 2 '-Pf•HT Reg Vol Total = 120 Cu. Ft. + + Vol Provided : 1 - 8 ' dia X 4 ' deep ring = 169 Cu. Ft . DRAINAGE SYSTEM #7 3,600 S.F. Pavement } + 3,000 S.F. Grass + 3,000 S.F. X 308 X 211/12" = 150 Cu. Ft. + 3,600 S.F. X 908 X 2"/12" = 540 Cu. Ft. S-/LEX EIAB.Pq'COMPACTF' + + 6 /¢ Total = 690 Cu. Ft (COMPAc7 /NKBE?.Py) Vol Provided: Zit -.3" H7 6 + + I I 2 - 10 ' dia X 6' deep rings = B20 Cu. Ft. II I I I I I 1 f I I I I 1 O IO' / I / 0 X 6 'OEfP 9 .P/.t/¢ II .a o _O L/A / V 8 I I Cf/.O/A/ /.[ FEA/CE / I I 1 I /o. X—A /o o /° / I 1 i I /O.O O I I j 11, 15 1 I o 1/ _ I \ 1 ® /O•H/¢H CNE/N C/"v.� FENG'E I I3- P/NUS TNUNBEP¢// �J gP�EJEBCA'CK P/.v'� ___-_- g 1 1 I EpU/PME.VT / a /vv >fo /.vua °o /ue Soo ev pf° \ 1 I s f I STO.PA¢E / 30'- 4'F✓L OEC.0 OP9/ / + W I 1 I I 1 I BU/LO/Ns f.B /Q° 98 9 r f + t I 1 1 I Udo I I \ +/ S- K/BU.P"VUM OENT"9TUM � + (9R.PowwooD) 3'-4'f/T. /.Yv ves t / + } MY.Q/CA PfNSYL vAN/CiG 3 O /O10 X l'OEEP SHEET 9 \ 1 1 rEit/A/1-.5' CO!/.PT 1 \ / AYBE.P.PY) Zf •-.3 'NT H. I \\ 1 I \1 \ 1 \ {y _- I M a O Iti� + 4 I I \ t \ \ ° , /o o / ro o CH9/w/ L/waf' FE//CE TYP // CH9/N L/N } 2- /LEX OP.4lA I I \ \ \ ® 4 4 ?- / ECF :OCK/ 6 „ 6 '-8'NT L/ALG FENCE �iOV > '� ��/'V�' + I I l \ \ `�� .� -6"P !C CG LPN _. / 1 \ �� 4'0lweET I \ \ SELF LOC•G/NS fa / 9 .f: @^ /X A, 99 + 2 h \ \ a10 A\40EEP.P/N6 ¢qTE �\ X8'OEEP �i / aw >w // /uv.> B rW./°.S TN!/0.5`� _ / + f 'w + COMP IT leely �A/('BEEE L•Q/s9P.9lTA��� //7 \ \ X OEEP.P/N¢ B' / n✓v /Doe vao_5 / 8�v>oo 2� -•3, II \\ \ \\ \ B'fL/ S s 40EEP R3° -7 P✓f 0 le re / 19 3 3 w/ to— \\ \\ \ . o rw. w i r.w .S -9Yw/2 ° rw/2a / AN .PA/L FENCE 1-04r 7 \\\ \\ \ iso Bw \\ ,•oew \\ � � w Bw/ _o_ _ _ _ — �cS' // \Z� / .O 5.0 T.W. \\ \ \ APR z 1988 o � � .441-0 TENN/S CO!/.PTA.pE�4PLA DRAWER No HENDERSON AND BODWELL FO.P DATE CONSULTING ENGINEERS THE CODE .4T a5'O!/TfHOLO 20 EXPRESS ST., P6) 935 -88 NY. , 11803 L 251-988 TEL. No.(.516) 935 -8870 PA?EP/9A'EO FOA? scar /YY!//EK/ GL�I�ELOP'WEIA/T COPPO.P9T/O(/ / - /� DpGWTNG No. DATEI I '"w SITUATED IN DESCRIPTION TOWN OF 3o[/Tf/OLO sneer R ISTEYEA/ S9ME-� N.J! PE ,Vo--v S'3�f9 3 SUFFOC.E/ COU.f/Ty A/EH/ YO-,ek' / ov O DENSE-PRINT C./. FA?9ME ANO G.PATE OEAOW/AN 7YA BE PLAGEO //oele. Fi.V/SHED A.� APP.PO✓EO SY THE ,WM BAA'4 ANO COW/PACTEO /N TOWN OF SOUTNOCO SFCU.PE 7/MBE.PS AT EACH 'T: CE AT /AiTE•P✓ACS SHOWN 6.P90E F/N/SHED L�/ iPA.Y.L A.vO G.P.QTE ENO W/TW OA/E.°1t 4 E'EBA.P SEGU.PE ENO TO WALL W/TiY ONE .FADE 'VS A'¢ ee.9 B /i"GONG. G TO7a 9PP,POE By THE /6" LONG WN OF S0U7HOL0 P.PECH/MNEy TOO all WACC '+ (✓q.PIes/ES--sSEE /2"PVC TOP OF 11 II 1 I II II 1 I 11 11 ` WAC' I I 1 1 I I I I 1 1 1 1 11 11 1' N '1 ,•. ». 11 11 1 I II 11 I 1 II II , B-O OEE FYAN O..OiA .14 EC.20 �A �q 'kft 6.POUNO Wi9TE.P EC O. 5S B. 40/O• �6•.POUA/O WATEAF EG O.SS I I 1 11 11 1 1 II 11 1 1 1 Z eWCAIIA14� e4V404C TYP/Co4Z CW 7ZPA/ ' 1 11 II I I 1 NOT r0 SC9LE Nor To SCACE 11 1 . 1 1 II , 11 1 I 11 11 TOP OF wAIC WRI � j 1 I 1 1_ � 1 1 GPAOE F/N/SHED 6-P�GOE 1 I � 011 BOTTOM .POW rI j 1 1 ¢,M/N WAGL LVAY 1 1 OF Tl"OEB6' W/711 ONE ' 1 1 as•¢ ,pEBA.P AT EACH ENO k /6"Go"s e� �4e6'p�°�O iq�O� p'O Q "oO . Q '.J<°170 p0 'o 0 •a•'ga' dOCAM07- 1//E[N Q 4'FENCE KNUCK(EO FQrE lE✓EL W/TN TOPOF SM ALL agw E FEAMES, BAPBEO EOCF SCALE: /r" v /'-O'• TYP -- HACC EXTEND /'ABo✓E TAP W � CA?OSS T/MBE.P" SP�4fE0 OUTS/DE SCEE✓E TYPE[OUPLLNG SPAe'EO Y � Q I � tri✓/6'/NTE.PYALS EVEA?Y G 2/'MAX.G-Cf✓ElYF/FTH Q I OTHEiP .POW TYP£IFOK EXPAN AEN S 7V WVee CPOSS T/MBE.PS' v 1v EB.P A�csOCH ENO ¢ / E GTOPAOOOEF GP90E V I I I I II F/NifHEO voFK W/•PE /rT ro PoCSKCT A MPS TOBE� X J &sea To 9>TCN FB2/f VOTAPO ABr` /-A" STAGBCPEO AS SHOWN1/0/"75 OF ACC T/MBE.PS O 8 Fi"/SHED GPAL7E G.PAOE ,Ii Y4 VIl• 2• ALC T/MBEA? TO BE 'S" X 6" l I I' E SIL E (, • .j.I•' C.C.A, P•PESSU•pF T.PEATEO . QO I' In 14 I � I � I• .1 p Iti• 1 .PETENT/O.0 - G,PAOE A/n / I /1 L HEM 10 ;Ire• GONGPETE FOOT/NF I �' "I�1IT O•P BETTE.P. _ I �. ;11; O O 1 ° ENO A6AR�OP COA'NEP Po1T I' I'; I'I, 'U METHO OF B?Af/NO SHOc✓N ABO✓E 11] L� ISI' O / NOT k NE PoST , A? U E WALL S I t UNE Ensr U E O 8C 3• WHE .GY50 TO BE USED WHEN✓EPI/CAI " USED ACC OEAOMEA/ SHACC Q F/.PMGY COMP9CTE0 I / 1 �SELU.ftE BOTTOM .POW OB yOF/ZO.rT/AC qC/ONMENT GP9✓EC BASE' I OF T/MBE.PS W/TH O"E I CHAR es /5• oP MdPE g SO/C APOUND I ON /P9G�OP9 NCS WEEDED Q I ( a4'¢ .PEBA.P-p¢'YONs GPOSS T/MBEPS 1 L ANO 95 S90w,✓ A>eoe•q>/AWJ e I 9T EACH ENO I ABC O E F G fi sor/ar�ai:+E s u�Fi 1 _ y SECT/O.t/ A-A . '/�.f G�Ai MCS" J'QE r��OOE jF J/ZE % P/O / /'I N( '" YR GV W _ f .i• S /O /P /O !c/4i Z77 9 2' /%1 1751 771 Z" 65 Zk 36S - /3 ZA' 6 /2' T/MBE•P �PET.q/.t//�t/G H/.9LGS .4T !�1/.4L kl�t/�4 y w 3.3 /O /Z" /O ZZ7 9 Z' /Ze 775�z' 7J2 Z' Sr 7!F• 355 - 9 24' G /Z' /0 3'3.6 /D /2' /D 3/A /i5 227 // /3/sI 2V 4/ ' -V _FS5 ,?& SA 3379 7 /3 11' 6 /4 le /O a9/4i9' RP7 9 L's >' ZTI t' 3E5 P$ 955 /3 Zd 6 /Z" 1. All wire fabric shall meet the requirements of the current TOG OF WACC 1 9 GPAVE A.S.T.M, designation A-392 . It is to be hot dipped galvanized after weaving (A . S.T.M. , A-392, Class IIl . ¢ _O„ B'CONG OEAOMA" $'CPE!/EAC F/N/SHED I SPACED(�/6' /NTEA?YACS 2. All posts and columns Shall be hot dipped galvanized in (TYP) G.eq� E✓E,Py o7HE,p .pow. accordance with A. S.T.M. designation A-123 . � I SEE F•PONT ✓/EWJ ,W4.Pee" _ 3 . All rods and fittings shall be hot dipped galvanized in accordance with A.S.T.M. designation A-153 . Ye"LONG 46 FC. _.wA.P/6"LONG F/"/SHED G.P90E \ '•y EFPONT B0C 1"I eDe` T.PEAO 111 EW I TO T/MBEP•EDTA/N/Al0 W9LA'WAY 1' I _ 1 W9cC. 9 . All fittings shall be malleable iron , cast iron or pressed II I \ steel . Fi.PM[y eoMGAGTEo = _ _ 5 . All concrete footings shall have a compressive strength of / 14k) seple NOVe" om4 __ - _ 2500 lbs er s uare inch after 28 da s. Posts shall sit in EACH ENO W/TH O.vE?'¢ - P rI yfootings a minimum of 7 days before any fabric is attached . When the air temperature is below 500 F during pouring of the concrete , it is to sit a minimum of 14 days before the fabric is attached . 6 . All gates shall be 1 5/8" D. D. Frames with the same fabric j• T �- as the fence. All gates shall be complete with hinges , latches and stops . IryP ,, ' '- f_ I I 7 . All weights are lbs. per ft + 5% . - F/N/SHED I 6' LONG OE90MAN W9L.fENAY 1 °' sA?90E SGACEO AT/B'/NrE.P✓.QLS -----r--- I�'` - � '�-• - I1 ' ' 8 . Black vinyl-protected steel chain link fence shall be - installed in locations as shown on the plans . E✓EA?Y OTHE.P .POiV --- 1 I I 1 1 F/.PML y COMPACTED �$EE FPONT I//EW� -- -� _ ; j i 1 I SO/C UNOE.P STEOS 1 T - o > �'6 '�4•.Z11ap'I�. II i 1 I I \ 1 SECT/O�/ !//EIV T/MBEA? .FETA/N/NQ WACG BEYO"O SCACE: /•' _ /'-O" T/Nl6eR ,AF7V/A//i AV WAd G T/MBE•P STEP p4IF"14 SCALE AS A/07E0 DRAWER Na HENDERSON AND BODWELL L szvOTE.vvi9 COu.PT s7pEq gET.9/LS F O.P Dare CONSULTING ENGINEERS 720 EXPRESS ST. PLAINVIEW, NY , 11803 THE CO!/E f!T SOUTfi�OLO P rL2 /9B SCALE TEL. No.(516) 935 -8870 P•PEPAA?EO FO.P AYLy/EW OEl/ELOPMEVT CO PPO P.9T/ON 'PsQ � DRAWINNGG A DNNo. SITUATED IN DESCRIPTION R O TOWN OF .SOC/T//OLO sneer NS N y STEVEN SAMET PE A/o. .339 3 $UFFOC.C/ COC/A/Ty A/EW YO.-4- 1 0 ae Z I , I I / , . I , IMn V/xD+lz[0 AL1EullpN or. 111A - C.I. FRAME GRATE ' ro lryrs suzvry Is A v"i"'..Oi FINIS AS APPROVEDF BY THE l.CumN AA1r rxs NFW rozx ttnF� D HED GRADE TOWN OF SOUTHOLD � ' [OFIFS Oi 'N15 SUNdr MM IµlT RAMAW rllr U:Ip SGliel'O 'S IMK[p SipL Op PAVEMENT SURFACE AOoSSIO srnL smu NOT of C.1111clW ' Eo u . r>np mus cwr. bP - sLuv 10 11 �.m ro x¢,.".N, p iI n rx�•5_l : . .. •` SI TE PLAN .115 nfHA'nf .D rxe GHDInL IN5LGt1fION 1L'ifp.HFif ON,AMO nl 2 2' 6O N14F LOf4AANY. owurlmwTAL AOL C!Agyp 1!O RX[EiStGUEFS O!¢HF IFNDWG .NHL T/U/ //I T SOUTHOL D .N,EfSAll Gr TopNS.ra THE / COVE i �• /"'I / w.oulH�N.L 11.5.NNHo,Is a. sH.:,.at�x, r/4':114"EARTH BERM I 2°NY.S.TY OE I-A ®® ® ® F /\/./_ V LC_ w,• •, t 2'12"CROWN cOUNR9ET WEARING ®®�� F 15' C.MP u' W ®®� PREPARED FOR ®� ; o O BAYV/EW DEVELOPMENT CORPORATION 4" STONE BLEND BASF 6"EARTH STABILIZED w SIO BASE �' r 8'-0"DIA �-'� r TYPIC,GL DRIVEWAY SECTION � AT SOUTHOLD n !� r m 6 MIN, B.. 8 Wiu`. - GROUND WATER 39 ' 4= S/rE W = - - - - - 4 TOWN' OF SOU THOL D U TYPICAL LEACHING POOL CAT CH BASIN N �� SUFFOLK COUNTY N. Y CEDAR AVE. '1)-1' W PRIVATE f.k' S ROAD ! N_c bD. O I MP Lam"'" � � ' ���� ' tl' O RA vi' k` £ V _ S1I46EAR vc`./ "i, .�5' =\y EZIr U�zH v \. \ .�. N , re OF yE� COREY CREEM "-' I` W } a� e o VA SCALES / = 30 RD `or* `'a v- �o_ EEPT. 13 1984 FA+ DRI VF 2 y / r / A t �f4a o. 46... Cie O \\ \ \ mss L CAL E/ON MAP SCAL Et/"=600' E0.0 P/.=/4.o V00=+O.5 e.3 ACL- l0. 4.5 - _-- _--.-_i' ORAOE Q IlOO 145'OF 6"PV.0 SAN SEWER / \� �\\ 200'OF6°P,V.C. S4N SEWER � 9 Qq0° ' @ 1000% a�\\ � \ \ @ 1.000% �3\Flo 5.220044237 22W. m b t J N m w n see P.Gi 4"{'NATER MAIN n o n n m n � 3ei UiR m m m ♦ a n h m + + \ VALVEIT b n n m m m mm / --E- SCALE' \ \ 901 \\\ \ \ \ @ 1.000°, PROF/LE 85� OF 6°PV.0 SAN SEWER floc•.+\ R D NOR/Z. /"=/00' / \ \ r i ( B ^ \" 17� OF 6"PVC SAN. 5EWER \ \ \ 4 \ \\ N£ VERT. /°=/O' O // +UI O) + D' %9. / \ \\ N now or formerly William B Regina Victoria 4� /O W 44 IQ) - I FF=/3.0 FF-13 FF=/3.0 FF=/2.0 \ \ // /2 18000 OGAL SEPTIC TANK \ \ BOOP DRAIN b 1816 14 /2 O _ / ` \ 0 b I 250.00 °' to �_D1A;x4'-O"DEE EOq 4700VE � IRO' �\ MANH04E1 / IPUMP PIT \ I I I b TYR) 1 I S25°530d W. // I 4( \\ (fl0 \ \ Ibe / ,TOP Ca =8.j IF 0) o) R 018) 0.0) R,D sLEACHI; DIA XS'O° ES 4 ' v GRATE so � • • A FF-n.o \ I / FF-14.0 FF=/2.0 FF=12.0 FF= /2.O 7_E MIN /+ / (87) _ "h .=455 +(82 �l9 �' ;T /6 _ POO S fe 3) �y (e.'J / 'a) / \ 100'OF 6"PVC. SAW. SEWER I I 10001/1 \ \ MANHOLE 7. / / - - -- -- -- _ 5'-tl' EE G� % ES' Q)_ \ \(85) / TOP C,OV.= 950 1 \ \ \ \ IE ' I I \\ \ \ \\ �-- .•fes/ // / R .U2.0 6 / ) 00 + �� _ -(J.4 \ FORCE M\ IN I \ ' IC C @. NO 3 ` 9) 5 6 ( I I\ W .I FOkCE. \ T/GRATE ZaD [> \ (10.0) RD Y� q e � 1 / /s0" - p I,IAN HOLE 3 W I 1 \TO COV.=B. 8 so J IEp40�VER=8.22 \ I 1 I \\ IE= 70 aJ - - � �b`� 8 \\ G6 \ 14\ 038) Iz qo.e) _ - _ - -f_-, �j7 + \� _ _ _ ` + R.D \ \'Y \ �''' \\ \ 4L c '�w, rs 1y- �I 1 07.0)\ s \ \ \\ / r/ (u 0) �� ,-,__._ -rel 6t� / + tea \28 \ i / r0"DE/_, / - L2 INGP ( L5 \ c G40) \N (13.0) DRIVEWA4 (170) i l7 \ \ 6.000% I \ / z y000 I + s.e) es + * \ \ \ L SLOACHING \ 4 \ , a 1 -tea .�/ - \ P,VC$AN\SEW R ll3 s) _ _ �_(+t:63- G l0 +I .o) \ \ \. 5'-O �1• m \ \ + ._ _ _ -_ _ _ +(I3 i� / - � / r T/GRATE=']eo l9� I \ \ \ 'QEEP R.D •� \\TEL=/§.�5 • I \ '� / 10' + I E =4 5 / '7 WELL ' \ � 'a T-' � \ \ N POOLS -i-i- / n t \ 23 \ _ - _ - - it 1/ \ 26 RD \ �FFc/9.0 \ 6,F�ESHARGE _ _ - ._ _ _ _ t . R A \ \ /GanTe 'Le0 DENITRIFC TION (IIS R,U F/ 'l90 ENY.�EL=/433 / -CCS No 6CHAMBER _ _ / 12 � - - ER)zE =/4.66 Hn.0) R: �%GRATE=7F.p FF•// O 22 - IE=6.3 _ It. L-_ 32 TOP C'1 . =840 L RING PCNoL \ 25 \� I \\ I \FF=/9.0 LEACHING FIELD "-I /y I /9 \ \� IE= 6.15 8'-O"DI 5DGr p , \ \ EI(YT EL=/4.3' rFEL-0 Q \ ENTEL� 66 _ I ENz EL-14.66 FF-/9 FF9%O t 2/ \\\J// I \\ IW _- 30 ENT EL /4.66 RD EN7.EL=1825 ,S I _ FF=/9.0 \ ' \ \ \ ENT. EL=.(,5.25 n1 \\ `JOb -' I O �\ ENTEL=l5,2B /6 \ \- \ @ R D. i. +(19-a)/14 + /0 \\ ° \\�• , \ 20 1 11 II y 176) R.D Y V i2" MANCpLE��_- NOTE : 20 �\ N.25°5300 E \ / Ij/ I ) \ 1 �-' I" 11i IE I. ---12--- =EXISTING CONTOUR 2. -12--= PROPOSED CONTOUR I 3 (/20) = pR0 P05ED ELEVATION v Ib IG / r / 3/4"WATER SERVICE B CURB STOP \. 4. ELEVATIONS ARE REFERENCED m (TYPICAL) 20 la l6 I4 12 to a G a 15 re zo 4"WATER MAIN TO N.G.V.D. , 1529 W I now Or formerly Robert W. Green 1 naw or former/ Mor E. Clemens I I a Y Y now or former/y Robert ✓ Clemens now or former/y Budd B. Young now or fa7rmer/y Budd B. Young b N • b 1 PUMP HOUSE MANHOLE 8 TOP COV =140 I E=11.89 IE =1172 DATE' AEF,1,1065 _ N284.46 r YOUNG 6 YOUNG, RIVERHEAD, N.Y. A(DLN W. rOUNG, NYS. PE.6 LS. L/C.NO. /2645 HOWARD W.,YOUN6,NYS. L.S. L/C. NO. 45693 - .•°++vr•+,Lw*r-+=x-_<«..,nrsMa:Xan..._--^+r--•-.+»�-..,„-•.-.-�. I,w.. • 1 17 Cro f�f=ft 1 ( �, Is ✓ t « ;;, DI`"�M ; l I f��ro y •.�„w * ' , � F=EfJ.k e J,7: 4'Ur'�'r � •� ��. I fes.// - h � • � :1 ��EAYri , lPri :�-i:�i � _,_ ° -;�-�. r �j `s'2+ -•fid ♦ •;.� o - 1- a y r I , FF(-, 14.0 FFf,ia.o FP6120 h.o jr Jrt - X .. . j "�a; IZr n- 11.0 • - i ` ,4� - J L� �� i . ' l y L✓ r _ _ - , 4F o k �.o - e � � ' � � / c-ftr E 4m , I lc ' I � 1�'' I -n.,N.:.. GGL�`T � ,�� ' / � _ _ i _ � ,y� •� �C�'',.. I” � ' 1- � Ri.loJ.� 1� , � 'L'K> _>� X11.0 I � i I I i '+'^i' a t—i1.Y7 1!J�ik.'Nd ',,\ � � ✓ I ^I' - '�.`_ -_ ! �l4'i�(M^ Pd71I-{"a'N(� .''I � * _ � � ,� �. .�" . � - - " 10 � `•� l l '� - _ it OF .+ ` y'I'� o_ _ r __ �.� I9=CFt.r1•} lilhl I•! Q? c� 'u'' J 96' AZENPi Nlizz; I✓ ! �T GL�iA1l�ih.i� C.I.FiXAFi/dam , G. 1 �2'7254 'Y L i i I CA. FRAME #-GRATE ' AS APPROVED BY THE FI NISH Ep GRADE TOWN OF SOUTHOLD DPAVEMENT SURFACE r A GO a zSITE PLAN 4, 4' ®® ® ® � THE COVE QT SOUTHOLD ® F _- --_ 2"NYS.TYPE I-A 15'' C.M.P. N 1/4":1' BERM I ASPHALT WEARING ®®®�F W , Z'/z'°ROWN ��RSE ®®�F Q PREPARED FOR ®� ° BAYV/EW DEVELOPMENT CORPORATION W 4" STONE SLFNP BASE G"EARTH STABILIZED w � � SUB EASE 8'-0"DIA, W b TYPICAL DRIVEWAY SECTION ,„ m N AT SOUTHOLD PISN I B 4` 8,. 1.48 TOWNOF SOU THOL D ¢ , 6 MIN, GROUND WATER SITE W - TYPICAL LEACHING POOLE CATCH BASIN - - T"w i� ° - SUFFOLK COUNTY, NY e N-o. bb O RAMP StIRNEpO \ l = CEDAR AVE. C ED IDp LA . PRIVATE ROAD SCALE 30'l' ' 1- P 11O p! 00 CREEKSon LORET CREEK rQ p SEPT /3, 1984 pUN P \ N'9Jfp OR/VE 2 f (j on1P'5 \V/SII �' � � � - - - A v F " of for - syros c c) nogkrt " C0 `A. R F y LOCATION MAP CRc [{( ` l " ` ADS OR WET4A5qV°2% Ycc=+od p \ e 1 I IOQGEE: o OQ 1 \ EXIST/N 61 - _ Q 51°0o R,AT e3p4, ZOO'OFfi'P.V.C. SAN SEWER� `540= yi i O EAj57 '/ 145'OF 5'PV.0 SAN 5EWER I \4� \� � @ 1,000% � � .q3 y 5.22°0422'W. jd W! PROPOBE GRADE- \ N' - / FUTURE \ � 4287\ O,b / / @1000% CONNECTION 2v RIPZ. SS2`O, Fuc ^ E POOL I V WATER MAIN \ \ - \ �66,`rSB•. i�g \\ \ // ' ' ` EL-6.2 TOP D.0' LB. NO. �� P \ - - - _ e' ST HOLE $ _ a e 0 m o o N m c a 5Se•/ 5 6 �T__ \ METER PIT Qo \ \ \ / _�\ TE SOIL N0.1 w N M n h e 0 0 0 0 0 0 ° 0 0 0 0 0 0 0 0 0 0 0 CID B� / / VALVE \ _` \ / \ $ \ \ / 0 Ct 0 r 0 'n 0 n 0 'n o r a 2 0 r 0 „ 0 0 e _ _ _ _ -�� ` \ I.0' + + + + + + + + + + + +, + + + i / 8 �- \_\ y 300.00' \\� 2 \ =ap GRAVEL6 0 0 ry n n w 0 0 / o R.O. \e \ / .\ 39°5 RD. 6 8�� \ \ \ 5.4poJ3' o:, SAND 0 2.2' ♦ o- n 'n 0 0 w w 0 0 ���- • / S 0 PROF/LE a / / ,/ L: 5.25°5300\11 111.33' \ D \ $. ,9.0) .., '•e5S6T \\ W 8p00' �"i @ 1000%P,V.C. SAN, SEWEBW, M \\ \ \\\ \4. GRAVEL 3.3' SCALE: HOR/Z. /°-/00' .� 85' OF G'PV.C. SAN SEWER w FII O) ;'I „ 3 n i. ydi, r. Cw -�; 55,ey R. \ yHor pR \ \ CLEAN `\ VERT. /"c/o' ID _ @ I ODD% _o ,;, a -a o \ DU ' "x"\'arA- (9.0 \ .\ \ \'�N- SAND now or formerly Jock Cipriano ao \ $� ^fix �< ) ' \ LANDWARD LIMIT OF + /�qq �'• N$ Fn < <> A 3 \ ,p, \ 18000 GAL SEPTIC TANK \ \\ GR. WATER EL=0.5 CLEAN 5.7 Noconll TIDAL WETLANDS SAND ° `td' \ ro W ,O ROOF DRAIN \00 . .\ w 1 0-O"DIA.x4-O""DE - ti / \ °' p � _._25°53' 0 W.___ TYR) __105.00 g 5/ `fir I'xxa °' NIAJ OLE \\ Yx .ra"`",. �3p°40' PUMP PIT \ \ IO- D 1 16 14 IZ l0 8 6 b / 1O - 7LEAC1{I G)•POOLS g s TO ICOV= .70 \ w x' MAN OC 552 ' ``':: '111 t 'I '6 1 IE=1,55 \ I _ ti tib. ^f (9.0 �,, +' I � -''"- a a'olA x 5`o"oEEa � •o/ R O �' � C �1� „ + _ IE 4.717 + P; R,D sss> SR, TOP OV=8,1 Q/ F.D 25e 00 O LVLETL X14{5 � s� ( ( 5.25°5300"W. 1 I o /' R0. oun T E _{ 5S 55/. 's, .(Iro 0), \. '`n• ` � IE°2:3 ,\.. . ` \ 1 LIE Ii I $4 / 525500 11133' \ o°o / �;/ 1 + B'-U' DIA:&U•DEEP / (\ ) (9•a s, i h3 IL` OF 10' EASEMENT I ( ( I 3/8'�q� 12A p f ;3' IO.D) 'IbU) r1.0 IIA DODO (SIL rI E• 445 , 3' 'E,TL.E•4.55 R.D. • it' ..1'' ` F1'. I \ I 1M I I 1 � / $ g " I a� "„, ,\ / \ GRATE�7.eo � k • • 9 I��iCN '\!;.F1 \ ••\;..,",. I \`/ I I w =455 1007 OF 6"PVC. SAN. SEWER 1E I ( / y c n "'�iA I v: 1 e %�,I '`� �" 1 / A : - j +Y r 8.`) ( . 'S•1F�r 1•.\ ' \ ,•, k F . '. �. - FAOY 1 1 IY \ \ I 1 \ i0 ;, iu 1 �' , I 79 /+ 8.7) \ 02 % 90 \ �,`11�u,' •':/ fi , y F •1 TEST HOLE ad TOP Lx l( '•0V�' EL=14.1 SOIL 0.0 Vacant O 1 \ I 1 \ \ / / w q' ` -- - - - 0.6 -(5' __ _ �.�_ / r s4 ;F '� ,l4t ';i \ / \ 1 ,Z 1 o' I \ MAN HDLs 7. -o - s)• r ' „ (ez -� 'r- "`'- •, \, ,'p• \I A \ / I LOAM \ / I y N F F 4 �c 4d +, 8 Doi m Q � \ 1 \ TOP CAV.= 950 / o R. c x, ' ; .-1. I' ,,, '�S - � /I �° �> s\ " �'. 1 I�q� h�o � I \ 'IE = 7.00 / � �I r _ l , i (.9,5 (&�1 \ � &y, FSI q,Ad s 1 ,;, . ti � �. � s' l 1 w 2.4' Qr \ 1\ \\ SAND L \ 5 / / / ml C �'" "' 6°PV.C. \ T/GRATE 7G A / ($ �p ,( MANHOLE 3 & \� 1 1 \ \�= GRAVEL / / �.,: 10.0 '- � -(S \ FORCEM IN I 4 =455 � ?) / „'1;k'l i� � QP'COVER=8.22 03. + 1. \ .D. MA HO LE 9a" 11 1 1 \ f \ O CAV.= S ( \ Ep IE=4sO 5 LEACHING POOLS i 4 LEACHING PCa_5 �$u �_ ) ; \ \•A JJ_ B'-O'D1A.v5'-O'DEEP I I 1 \ Q A LO' I � /0 \I \ /\ 8'-o'D1AAS'O .pie I$= 70 J / O \ CLEAN I \ ' \Tw' 8 J \ A6 rr rNouEn,Er e. + 55 01 RD + k / �,p 405 \ G 1 \ - SAND \ / / I LE: 4.55 LETIE.='. •., \ \ \ PROPOSED fi" WATE�N}A � (10. (94 \ / 'ya S25° W 6 Or I 1 \1 � - \ 8 _.�.------i"' �-�.Oo'i (e.a I (8.8) (d5) I (- Vh ( L + Ro. I 2 \\ �Q;LeT x e.•. . \\2 i s e r V� J / / ° R D ( � 1 d \ \\ \yp I I4, \h R _ \ 5. °53'00°� Ifi6.00' / - \ T081 1'•'. ,000�° � / 9.01 Fr 1 \ - \ 13 ' v BG A 14 v 03.5) Iirze) (11.8) �a x,l � t I A k1 y u s 00' 0 D% (v51 1„ \ \ I F 6"P,VC$At•� W�.R \ \� l8b)' n DRIVE \ I ill (140) \N 6 88) (85 6.2) , _ \ v 1 \ (130) DRIV EWA'V 020) / + + 1 + l i r I \ x o 'o \ __ :. �a + .,y.,in \ Z 0 v (I + v, , � �. n J •G1 - (a ol. a r ', w � 2��' +• \ \ w . � DB) F 10 - .7 Q 1 (IG e) \ (138) _ _ OraY _ _ - _- _ +(1307 S` l0' 1 ry� 4. - / _ I / UT CF)I x Ya x,. 3 �t ,€' Zak ia >•�, 5".�•O1A-. o oeEP Cb 1 "o '��Ili l' / �os `V I \ / _ _ e, v _(1o.z) R.o. I >ri " ' a ." a r.�LEr=E• `i , I: t ,I� s'I;r: .na 5 'k- (too) .0 2 ( OUTLETS E_ Tj /GRATE=7.fi0 * ' � I - - -N.�°53'00£ N.25°53 75. (n, + + IS I ,h � 'a O T/GRATE=760 � x,F' �'' O I RECHARGE POOLS �� 11 - _�, - Ru _ _ -,I I i�(T \' �; , eNa n \ �l : d / I,E.=4.35 C.P. 75.50' IO.d 5 ' ." IR'si t pax Iv,''' \\ �' ',11a '"i / ` Ov LE=435 . A +'k`•'''g, ISI ; \ I \ I\ DENITRIFIC TION _a- / � 12 055 '\ 1 of s 'F'fn'I, , 11 I + R❑ D o \ CHAMBER � 11 1I - / ' 1 ' 1 .i��f '' / n 11,E iL+,i�lfi;', n',":i' N \ � $: �i '"F`t. : o \\ ">' I��"1n1:1 1��\IIy�I" o R:3s• . 5,1 I II 11_ -r-_.�. / / ��u 'i: ) a �g . x. , ,'� rx„) ss D�,.. \ .i '�; ",*' ' C \\ l0 2 '::11'1' d��lis,,,S,I m (e 4) /:• I+ m c N.2510IDO \ ,� - A LEACHING FIELD x, w! .�,�_=1 T1 /�• voi �yyM 111\• • � - f- �. ul < , O I I LEACHR PDocs 1'13 -T6"E J`�'� Ou�50-oEeP A _mss 11533' (no) A F z " ��� �, �� �2 �m ruLEr1 E' asO ' \ RO - � ' O i •A m CN)TLET 1( •1.55 ' \ '@ TEST HOL - \ a*,1 x' : , a ,, s r• s \. d \D \ / s of f y�.a I r 1 y : 0 A 17.0) wP} :s� �', O \ o \ 3/ i Z2o \ \ \ \\ d \ I °" \ \ \ 113.0 ( + No $ \ O , 1 IYiBi(o� _ II IR.D.) \ «I \ \ _ -� •�,. O \ \ \ 4- L° / O N.25°5�00''E 11533 / ° -__ - , * \ \ \ \ `1 \ \ (9.0 b 1 LT DWELL/NG b + 13.d) Q .. /8 N _JJ� \ - .( RD. I .o IZ 1 \ R� D. V3-fi• '° kII •Oq 1 1 ' N IE=450 NO EVIDENCE OF \ m / ` WELL OR CESSPOOL I ° \ J \� �/S RD ° 1 1 •� ___ 5!0_ - _ MANHOLE 4 2553'00" \ J' \ \ \ \\ '�\ zIo 625.00' 1 212'64' IE =590VE'R"�S.ae-1-26•_x.;-I \ \ I -20 _ \ \ \ \ \ 261.24' / - zo N.25°5300'£ ' I /085.48 - �\ a 2 NOTE: _ 2 _EXISTING CONTOUR \� 3/4'WATER SERVICE 9 CURB STOP \. Is 16 '1a. rz 10 e ' 2. -12-= PROPOSED CONTOUR o Is IG ! I'e 20 (TYPICAL) zD 6"WATER MAIN - 3. (12 0) = PROPOSED ELEVATION ¢ IG 4. ELEVATIONS ARE REFERENCED t �R OOP DWELLING TO N.G.V.D. 1929 I "wumo:rzty eLeLnnn°N oI. wmu ,. III or formerly � Budd B. Young r°EDUCATION LA I now or former/y Robert bt Green now or formerly MOry E. Clemens now or formerly Robert ✓ Clemens now or formerly Budd B. Young tint` °P "Ew S 1°ucen°N uw. C 8 Helen Green (VOCI J (vacant) r ¢ NO EVIDENCE OF y\I�pP Wq' 1111A ov rxls suevL: 'W' " °F c I WELL OR CESSPOOIL O YfS�9Y1T * '"E uNo suLWCAo �' 'L' Gll�I +) tO It 6D SEAL TRUE AILANTIII w (n) f0 LF A VALID rROf COPY ONLY rG rNE PF450E fOL Vlll N It FP[VMW, AE.ON H6 otllALI u ��(g��94 IN. COMPANY, GOVfhNMD N/.I w e NSUFFOLK COUNTY TAX MAP G.47VrIY97 LENDING 1NsnNEEIN LIITLI I..l,.vI��I 1 D O NiON GJA IFEff All NUI'IIA v11 F4ll TOP OV 140 D/STIOOOSEC(O87BLKO5L0T020 �.N IE=1189 - REV/SED - OAT EIIMI, DDI IE=II 72 NO.e4- �b dDo19oNAL Lalunln..rn sL.. n. I YOUNGG B OUNG,IR/VERHIVA O, N.Y. - AL DEN W. YOUN NYS. RE.6 L.S. L/C.NO. /2845 HOWARD w/YOUNG,N.Y.S. L.S. LIC. NO. 45893 I GRA E I. R / J ' - ASAPPROVED I6Y'TH6 - . I . FI NlSMEP GRADE TOWN OP,SOUTHOt,D - PAVEMENT SLJRrACE - I a Z SITE PLAN e1 e F 2,_6„ THE CA7_'1 VE / T / T/U/ oL D 4' lay - 10' ' / SoV/1/ / / IS" C.M P Q Q 7 114eEARTH GERM I ®®�� K P/� �PA RED FO/ I 1 _ ° - WW - • � , , f - O BAYV/EW D- E- VR OPMENT C: ORPORA T/ON w "EARH STABILIZED HOLD4" STONE 'BLENp BASE -0DIA.WEANG COUP@AT SOUT - 7. TYPICAL DRIVEWAY 5ECTION : 110 I - W .n E . . 4 0l 8 3g1p8 _ C'IMI N. GROUND WATER TOWN OF ' SOU THOLD TYPICAL LEACHING POOL E CATCH BASIN I c' - SUFFOLKt COUNTY N ,Y. PIR p (YOEY V��ppjj SITE Q' P Oi 000 - ` I•I�n � 6) Ii A PP O CEDAR AVE. " cs EyISJ IH OEpo b n.. ! - SOBTHOLD TOWN . PRIVATE R040 B 6 SCALE, l = .30 PLANNING BOARD 2 ' M° SEPT /3; /984 Y11 o _ - COREY CR£EX � V) jor"es ayreR`ex oR/ve m6�1� / �� - - \A ' s THE 'LANDWARC7 LIMIT OF TIDAL WETLNKPI ✓' hHE7WN IICREDN " foL - s� 15 FRaK_'THE ,1984 N.Y.S:D.E.& .INe2MOTION `WHEKe CERTAIN I y o� of / � \ \\ \\\ \3s CORE PROP05E17` 6UILDIN6 CORNERS \VERS -E)TAKrV .ZY US, .ANI7 c o n / \ \ Y LOCATION MAP ti b/AKP- MIT \ ` s43� sa , REE MEAh ,F_.&. 9151 T Iff MADE_ AND E Tim., ETI-AN ' LAND 1 \ sgg9„ C - R/.ao R/.-e.o - ,ROM TH KEh O THE - - ETLAN SCA cE:I'- soo' pF NYhbE G F E hTA � T tIDAL, \\! Dh a �•oa' S NC 64 - Rao Al. 20.60 --0.63 VCCcrO./9 KCC=.0,10 VCOc_p, ACT.-@.t 6 VCC=_0, w ACT, A O --- - .r - 97 ACT-9-19 ACT. e.l ACT=B. ACT.c6. 6 ACT-8,4 A_Cr,•L0 \ � N �Vy9' A o •fes Si 51,OU e a / / T, .A IrPv _ 11 1 O EX/eT/N GRADE � o _ _ - /i �\ \\ , ,. T pFS' .G. SA SEWER _ $q0% �\ .p. ao% - 0. ao% NdBOp, •W i,So - i/ ' �' / �a� '\�' OD� A3 NZ?-Ap S-22p0422'W. - m� .0.66 %' -Ln O e%'S - 145'0F'EPVC.5AN5EWE I _1 ,4237' m O i A 0 PROP09E GRADE \' . `sego TEST HOLE NO. . . M `T.?, g. \\ / ` _ \, EL°6:2 0,0' .I - _ TODWO_ P / .h - \ 00+\ \ / TOP\'1- d $OIL Gx W TE MAIN \ k 'n N w n m N �1� /� WATER r n n , , n n w m M -_ a '.° � w 'N m r t � � N wi -o N n K" to ro � - � + _- $39063, 00: � - r ' G�:P/ 1 ', etD --�\ 194.5fi D. w / � �\ � LINE' OF WE LANDS, AS DESIGNATED' BY n Lo 0 00 0 - ' o o 'o o 0 0 o m m0 0 0 0 0 0 m E / _ 6 _ $A o n o n o n o n o '� a m . " i g! \ ` ! ��3Od'A, \ THE TRUSTEES OF THE TCT a: GRAVEL IS o o w. w n n 'n o- n n m m n w m m m °' __ / ' r--- -_ z o 12 SO 1140LD A D LOC OCT. \\ \ +(IA Eg 2 I / / oo \ U N LOCATED 22,1987 If PROF/LE ., //�/ ° R0. 0 \ 0! 0) ..3 s 3p 12. ` \ p15 BY YOUNG d YOUNG 4 \\ \ \ `` 3.3' / � _ R.D -IC - > \r _ _ ,GLEAN I r SCALE+ NOR/Z.'/"-/00' - -R 9S' OF b'PV.0 SAN .�wEWfiQ. Go /% I i I _\ Nb \ rs,'t E'," ti 3j - --N $ago$ \ \_` 14 \ \ \mN- �.SANP_ - VERT. l"=/O' - N � ' C2T 111.33 S- fi` 0"N, ' '� 3 \ \ O OfLOQ°�w 2 S 25°5300 \ w`%, `�. ,� , d 3'p O I .. 4- -`0 RQOF 0RAIN (TYP.) Il0 ':y r.� y v'a�' I CII Ol+ N,£ \ o - M �. !A � .,.1 _ 6 - GR. WATER EL-0.6 5.7'- now Or formerly Jock Cipr/Dno IA. x 4'-YYPEEP '� i � ' 5 \ \ _ SAND 1 CLEAN e9po A 25 5 'O "W. 5 .4 o ! \ 1 �I' 11 ,-0li fa I � \ v yy 13y 8 O" 7 LEAOHIN6 POOLS 2 D ♦g I_ 2 36' k' _9=�0-.OSA / ' nl Nmcmnll 0- � Y r>; 1* rel $ D d OUTLET LEP c I «_' 6 ,, / •• � '-1 05.39°gap \0 ryM10 ,m �... i' -- ° LOS, i- i!f a•, 1 , I CPV= „ P 4 1816 i 2 10 B b Q �'r- ./ / Y `' RD bMPs �00•, , \ � '- TAr 3 _ 1 , c� 'yl, I I i 250.00 56P IeYN _:J, 1 31a-� CHI14-A 6fi EP \ % - \ / 74 r/c k + y:,: - 5r //3 -_�� w 1 I 15.25°5300"W. N ""� . \ \ K o 5� 5.25°5�od ❑133' E R.D. I \ rn n, Ks J,w '. ( OF 10.'EASEMENT I I I I Lm NL ii E- 5 rwr0 na.w 5i s' ''i I L RD. rw ID.D Li (II 01 4 S2 . jV�1 lzi 2.P• .951\ • + it 0) r • #ff ' •b:/+f d3Y \ 1 I I -`nt �''•:*SYi f'rl"y%)5i^ w. 7 1.'. `/4'��'«:nr� ? �''NE � 4x;t; nao rw a. rwa. � 1 _ fll G) � _ - z' / I +f W 1 �r IIPU � OI n)I )I nl \ .$:ND. / / ILo) poi" ,w-,' 1 1 •,rl ^{-t;•!'"'$Slfitr lCy ,/ ,a� .+,1/rri.vs'kaWSi fe ,l,� :42y� ! x, / rw 10.0 S" f r Ikea"I(,k., - - - 1 . G ,1. ,.r,.„ ,•L.eN �y*f� ..1 yb^ u°1 . `(f' S ' X10 G0.AT Z8 / / / l�sx 0', ,\, 2I0f P. V-0.'SAN. SEWS \ 1 I - O I r, J;1.}ar.„5,5-,., ..'A•[' „'rtry°".,r,�('..0` ".C'Ov:, :." `>ffv, CONCRETE PATIO - v r "+i6, el. Ir' �, T _ - - �;,, � � - I r -4.s; / / \ ' R.q 'l �� �� t9.�?G'+Po� � R 1 1 - VEST HOLE N0.12 5r 3 e '"' s - Y EL-14.1 ' O.0' < ' S�If1 ! tyl+', . ... :Iu . ..s'19 e.li� .5; � / ,I y \ �; i tlHF N/' T' A� 4:IY1 Rr>rvi?w'k k/'r• N _ i,F, O F� I , r•�- `II, ;1 lyr nt,a 2"u+,'IW.Lg' ..W \,a5 '}, Pf', .0 ' I / .e�'=)", J G 1 I. , SOP H•..2fd.;.?r; v<Z .S,k r 7 . ,'r / - °/w \C8.5, / / q q >. .E�' 1 SOIL a 1 'OI�i% •;i>.r4tC:e'ilel<r�'9'C>u' �g"�..., ; Y/ n't'.X }a�'4"\',i�.sS.�Tl r, r /, / ,In "-YP' 1 I _ / � , ' \ "` Y �"�e q oo s. 'j 1 1 Z L0' 't v N:Ssx,).y°i..•CYd !w YSa. e/ 'nF}i0�IL. .,r .�., _ L-p' � �_� � � � � - � � LOAM . \ ry Y,r)nl r. .r`�,y. ai• �F.P��SWr.>tu ��-x, __ - - � � _� � � - , Vacantf,, _ - ':L •.'rk:yf.; �i :'af,. eul s„a .!' :b .)i - ( /lrl� I + r . . r / eH .,,C)h I 2.4' O Q I f,.L,froc.y: �. �" �,'SAa .)'rfr.�A,t?�h':��I" n t. �: / ': / ' ;r � _ � � � e D - I y� - - � 9 x ?' I m - 1 W \ ,F;,.y, d~iy4N�,,� . <W. - , �, �ti I' ir'>$,,• t n,yi. - RD +w (8 t1 � ( uP m(' \ _ s// .1. I '6' /f 1 - � SANDE p ml 1 j�•*14{ '4} ,G(,1+(�j'.��:/y4 '(,'r� .Pr ��- [ ' J._ _ '} _ Y O eY{.'YF.f t .er v A�Fv `d:,W , �ir i Y R!' ! i aP•'i [ iJ F,I N:fY,l ,.�� � 1 .r.. I r.r N-i.e !, ,+d , s, ..x � r 10 G�yl ylq.'$ /n e A ' / / I . o �3'.,, !w ,5 n- . .ti`f.:"t,'^ t rf a .- "-- \' r R �o . , GRAVEL . I � x, e'f ,X ... v/,..� .,.t..l � `.� 4• ,. .r : 1 r s:. /... � �/ -� h �, a r./. a I \ 1 , 4,N� r77, 3„ ..�L r _ ..,.� ;y / r i'E .e R 1 1 \ .}i, C• u/o..0 xe . r+�rs.�, I � - - � tta �, •r c. �z � I , .. 'k .4r L L •E. r / / � _ u�RKQ, 't O ra/�9" , 4 °.fi rnlL. t'tis4 / { B• � f - � . \ \ o-�„•,vr} .,Itrp af+, V,i)' gin ,- arl"l. a: r5V„,; rlM,/):.' srGr 0+ - - .\ FORCE IN t y---�- ,� � 4.5. "p. % t r v i;,'.a=., ,:;.,} ,� rt. 1 a,.gir++1,., ..,A,fi,.1 ,.I ,• . '.r"s..5 ,,� � / 1a. a OI 1 �+ � - tl'I ..- \ \ \ rw r.D wa0 ,war vn' .,was rw r.D rw� MANH gLFi I' ../' _ _ §,5) ,_ \ I 4LEAGMING PPUL3 \ J / S yiC&o/ - o . .•,� I I 701 / / rwmD ,Glx 0 T�OPp.eOLG.'9.90 I - .E NO�.g. _ S -!O \I \ '�¢'-O OU.5'-0 DEEP I / �o / ofe0o3j(�T ea?.•f`Qo p, 9 \ 30 1 \ \ \ CLEAN -!,,, / GRIND � / FLET LE."4.06 ANi . \ _ 10 I . ,. It E. 4165 / \ (9.4 I' / OTLET LE-435 \,L / ? ��p•'a�OF<y p \ \ ` .., / \ � I _ _ ww \ ' r5Y 1s. °w'E° rw Is.o �w a.r ^1 .0 rwr. �dK'.0 .19°53;Gt1"W. 1� /2y/;. '� (lo e) I (9.01 (65T ) 8.a) - �0 \_ _ Rp \`I• \ / \ / S I s 13 V . Ifi T'w n.0 16 rw lso rw ls.o Ig. 1s• / �' o) Y.2) �-- „ H.5) , - - �S -- - - - �, A PROPOSED �. WA ER MAIN V G5.0) / A A I ��V L . r4,' . I&I III.L' f1 a/ DNIVG�P'rfi - i F � � .-I I. + 9.0), '&a �� t .3 Z)� �` �I - 4f'',' L "ut �,,y I wA' � T � FN`SV�' � iA Ir. . � e ' � '��-� �� m A , o 62a`E .D. . J T/GRAT4=790 �'3 , I . Ti I , 11. o I A�H1NGYnc - �. _ Ir DIA.n 131.0°EE rn : 1' ' 'I r4nln � � S - / INLET LE,. A O '' � urLET • 61tIM 1 v � -N. °° :D N.zS°53 i4'. + I .o) u.o � I u0) ) iv�5 w v ,� ,�, t . m v '4N1 � rrluf" :� ✓' r -\. A ff.'s t 1 Y1'I O - _ _ _ _ _ � 46.60 ' ' - ,i Er Oo - ,.y" .1 >iF \ Sy- ?y) i(ab , •� 6, - C,P. - - T C � (IN. 05 �o � V'. 1 b� I h A t,n l'' Irr ! n. a,h'1 e',r " Je' 18� :/ ,� - �" 12 _ _ r,,,,^li Io- I;mq ,'a, I/ °A: "' ;,1 Irl: a T, 2A1e'=TG ' -• - - I Al I LIMG9TOTANK / I i 4. N -1::,,� I d��� ,',iii r I,�'i" , IdG.� i,t ��i \ ` III � A 4, • KP„ I K' � �� LE, : 4.'AjS \�_./ � �� :., ., - awruR / IF A \ LEACHING FIELD / I �o , ' h' " ; ,^,„,I , `''� O, LEnL 4Poo : � V D ,G9.4) - / / m 5'OPI H:N L6 'E \ s n ; n A o \ IIS°w'' IZP) ` II!�� III, ii �Or 'O .i, 3 INLET LE,. 4 ,.t ' � " D - IQi n pl9 POOL O OF PIeLO eL. - 16.5 > yy _ T I° la .O .qn OUTL TLE. 6 Z Poo Le - ' �, 4R3T EL,P FG: Slm _ .- v o \ n Q \ EST OLE lilt 4 +pe°_ L� vi ` °a \ I f,o ' I LIMGZTO / ! . )\ LA; \ 511LP \\TANK N0. _- � / + 1 'rc f� Lo 6,�' .D. iil'x B 1 ' l O \ ` \• m 3/ r . 11 G.0) I, ,..,,p\ � '� 7 :}_ \y// \; _ z I :, R.D. N \ I NO EVIDENCE Glc WELL OR CESSPOOL �. I i DWELL/NG ' - - zo' r\ N.25°5300"E `\ . . / rA ,-r. \ is- 1614' /2 ;/o - d - - ,NOTE: " I r "r ' 3/ u�q CURB 20 E, "za.31 f _ .� �. .I � �T/GkA4E'-"I.C°DI 'TdP L ---12--- =EXISTING CONTOUR - - 4-W(ERSEIZVICE 9 STOP 6°,IMATER MAIN - - -=PROPOSED CONTOUR - m ;a 16 16 IB 20 • 1 ' 'i (7YpfCAL,)', - I 2 -12 - . . 3. (/?0) = PROP05ED ELEVATION 2 O • . I �OW{CLING I ` - 4. ELEVATIONS ARE RE FE RENGED a CP OGD. ' _ _ MAR /O /9BN To ELEVATIONS ARE m - not or former/y Budd B. Young_;>, FEB. /, /ase m - Inow or formerly Mary, E, ,UIRMB0/S now or former/I y Robert ✓ Clemens now or former/y Budd B. . Young ,;, cP m now or former/ ' Raberf' W Green (0acmnf) ' WF; G ` Q Hel n Green (Vmcanl) 1 NO EVIDENCE OF , - / ` p+)}isL. :w °a, o WELL OR cessRoa _ '. � c , 19 I Q �5 m l- 'J a`J45 w r W r � REV/SED 'J Fy15 SUAVIY IS A NIDU,ibN O! � ' « 1 ° ,o CAT1 1,1 OE IHF b - -' - I -• N YA bcAnoN uw. �ww row srerr m W - - � '` - ' . :M19 or mis sunYlr MA!npr O . :- 'HILAND,FIW.VFYOn51WlPSELL n • (r. - _ ""MM S11 IIIAL - LF CONSIDfnn A W.A YAW IPUL A. , 1 - UNG Q,�, /VERH Nwwµnms uYwurlO eDwon snwu wn - •: ,,,. • - - - , . . snlY IO ME VnISDN ron WHGM !NF Funv , _ If AMAWO,APO ' ` i7L DEN W Y$UN Y N 4S P{(,�L S L/C-NQ, /?{45 �F "A'OWARD 'QUN(Y 111YS L' L lC'NO X5993 c srMBLE rG fn! / - , i F G6MMNY, DpNpNMENGI AGENCY AN � _ � � ' • ' ,�, -1 h'' ( I LINCIN6,IwilLl4nION p5}EO MSn,gy, AND � � � � � � � � � � � - - -- k- lEF r16 Asslavo5 O!iNl LSWAwG 40YL � . .. .•. � . . � � •. � � � - ' ., .��r . 'e 'c- a ' td'woort°Annnr6a nne nM (MNSF nein. '�' � - , � � `. - - -NAL Nwuvnpw a4 w .' " ... :: (... , i i , a. i " A• � -T .. � -',:L_ _ ,i'N_ K 1 a r. -J`4 "�.. �'ea' M.-.. 'J'' - 4'• E, k,^ g ` �'�v! NE�3r-� � . '?,,i - `•. '. _ . -, _ ., .: : .. .'.. . " a . , !' i ., i ._- 'i_ � - 1, -p g� t } t v, .e .,a .. iT���JW�3' Sh.'✓'� i Y- Y.. ..' i 'AT*' ;r, ".]] - '.i i A *_Ny a�;x'+t. . 4:- t ;wr J ,�i; L .a:;•*.,A r N" ' A:'^"�D"'Sa ' '!n "� � r+.,r �rA` .� Wa .., "�. niRt9 r I r RAnI± E.G;;A, F �D� I✓�7ek .r on/ l`��V] / 0, � I -A? n_PFRCv/ED BY THE 1 FIN ISN ED GRAD[ TGWN OF 50UTHCJL_ PAVEMENT SIIRFAGI' SITE F'L AN ICr__-- ®®® ® � F THE COVE QT SOU THOL. D I/a':I' 4°EARTLI 9e RM S" C NI P ®®�� T PREP„�1FrED FOR ®®�` - 4” STONE GLEN;J 6"EARTH - ITA6LL_IZED I 1 YV/EW DEVELOPMENT CORPORATION 2 WEARING GO UR SE SASE e,_a„Dla_ ,. a ° TYF'IL.�L. rRlvewnv tir_cTION w 'm AT SOUTHOLD --m 'NIIN GROUND WATER E:. ---U:. 5' 391 GB WN a� ,�. TOWN of soU THOL D 5/rE W T'f P1cAL LEACNlr1 Poo a c -1 IaaslN / o� SUFFOLK COUNTY, IVY AVe MP PRIVATE gOAO �\ E?ISI IK MESO SCALE' l 30' a \ �\ SEPT 13, 1984 COREY CREEK f3On \� \ O_ _ p THE LANI7\VAR19 LIMIT OF TIVAL WETLANV7� OHOWN HEREON II y or 3�"ss 15 FROM THE 1984 N.Y. ,.PE.O. IN5PEGTWN WHERE CERTAIN C�R � PROP05ED 6uILPING CORNERS WERE 5TAKEI7 k3Y U5 ANP LOCATION MAP ti j % / - LANONAR.p LIMIT \ '� X Sg3O 9 Y N Y9ENTe� WERE MfAyRELM FROM THE STAKrS E. TO THE TI VALE \VfTLANP6 SCALE'/": 600' c OF T117AL �dEr LAN o9 _ S� (y CR [{ ?O.0 P./. 20.60 - P.1.=90' P,re.0 P.(=90 P1=EO PI =950 P1-60 81 Q C ��" y00YS - VCC=-063 VCG=+O I9 VCC=.0.10 VCC=-0 VCC=,O 6 VCG-0. 0 VLC.rO Q1 Q C ACT.=9./9 4CT=8l ACT 8A ACT :E A ACT=6 AIT+a Ow \ � O - - — _ ` \ _ q � m N4 `49' ` Q / s 0 \ EX/6TIN GRADE Q '00 (1 \ V - ` �`54g•• Air 096 % -Lo % .o GG% . 0J5m ,O ^ �` '\�/rI M6 . - /%/ii L / 4 -� \ _ (= iOF °PV,_ :ALL 5,WcR \ 'Sq0° S?„ \ PROPoSE GRADE _ �V / ' ��� xi - " p.."� 4_,'OF S PVC SAN SEWER \ I _ - / 43 g0, !O 5.22°04' W. n 42.3T ss Syso3-- m m mo w w ° ry w G" WATER MAIN - /e ly 11 \ TOP r ' 30 \ �, \ TEST HOLE N0.I _ SOIL m n ro m ro w r \ y - " GAP��/ 194.56 - ,` 53'00„ O' - 0 . nm o na` - BY ja AVE _ ^ THE TRUSTEES N OF THE TOWNOF- a ++ + i + + 900j0' w / �' y LOANS, a° ry M m ♦ m m m m n m m m _——__ __-- - 9.21-=a'a0o-_ '--_ - `7 x.35 // 5.14°5300 3 GRAVEL ¢ PROFILE / o; �r P - .o, °/ sag° �, • 30 ooalo` I20Doo \ \° I` h SOUTHOLD AND LOCATED OCT. 22, 1987 z.z' SCALE' NOR/Z l" /00' o/ Rp : _ n RO 53,0 _ _ - < \� SANDL .o- 85 OF e,PVC DAN SEWER o - (R D o D^W ` `� o. BY YOUNG 8 YOUNG £ —CLEAN 3.3' VERT. /"=/O' @r,'AOU% A� 5.26°5300" 11133 y. �'W 3g^ --off S39 o5 _ SAND now or formerly Jock Gpnero a ' ROOF PRA I N (TYI') " ° . No- r i /o C 8 \ _ ° \3_'°o^W GR. WATER EL=0.5 �� A ✓ \ N //\ , �9'-O DIA_ : .v-n r•r_c� / �` o M .tOr ° ° K � .. 5 CLEAN 5.7 (vacant) / / 3/ 30" \ ` � SAD x B N' 9 LEACHING POOLS ! O_ 5 6 7 ED - -� m p 8 r- '- S 25°53'0 "W, 5 '46' NLET Ie ="F ss ' .s. ° m FFa 13.0 \ 1 b r :' ( ,;� / o ✓ IP 1 53 00"W 105.0 _ ry S3 ,0 � o ,5h t S I o IB IG 14 ¢ l0 8 6 O� "N _ �.p MD !I'C)V C ,?r v 9053!0 "� e2° Q?° i I 1 I Yr ko _.__ - �� / ye —I RD PUMPS 250,0L> o �,/ _ � _ 1 - ^� I -� / NK sr 1 S25 5300W � � --- ` '"l z/ / 5 Rp -- T AT10N\ Oo OF 10 EASEMENT I 1 m -/ R,D 525°SHOD VF 11133 RL - 'll gPTIG I 1 I I a .b vwub Mw � ° --`� \ / u EF S 9 ^�St ✓�i \ _ 1 l Cj I TM ru,b - rwm ews ows sweo _ 1 I _ POOL'' FI06tA, ° o ° 'o /{�` - �Ir c, '� 'ZIR /A 1 w 11N 1 I T -.i1 r -i .,, 1 STOR46,E' , CONCRETE PATIO [ �. .., � '4 V I v ' - A.D: c., u-E rF.�{ - .� � ( / - __ R0- /30 /S „ 21G' OF�PVC SAM. SEWER 1 w .. . _ �1 y , • - 'c/ AV - - A\- ,.:� 0 A}00 `.'v TEST HOLE N0.2 FF 130 �. :,...� 100.1°/� .- 6 EI-714A 0.0 $ g .� EOURT ; '� 1m I 1 ` - A •\t° -, / r, �� / '' - / TOP P(,ANTIRO �. _ _ _ — ,p 'n_ 6 .`,�` '• t/oconl - \ AReA .` - - - - = R ^ ' o. 's 10' -m Q I \ \ I y �� � I _ _ _ __ - -1- O o SOIL 1 ..: \ - I RD. _. { ,� / � -- - 2 _ _ -- -- \O - C J /r/ � , G D �'\� WO9, m LOAM of IOC N - 11 R: - Lt 1 i- l' / L.... � I 1/ h\ I I \ _ _ .\ c'y422L �y \ �9/i / W a `` x,4 \ 1 I / t. - _ I �- ` ^VC ` I I \\ (u -{r 1O 'r _I�I\ r -rNn / 6�o ,o✓ _ 6.�`� r 4 ° \ \ w1 Y 1 �4 / - 4 sTeas Ri� •..- � - .. \ \ Mwfb awe° j c c; \ � SADB 2 : �l / 'L/ GRAVEL sw se owoi ewso ews° MANHOLE I _ f / /�(' _ 4LEA HIN6 POOLS \j'Cl � I'v.=6. ' 'S� '\ TL \ ew + T.Y. W 1zo I TQ I' COV=990 \\( RO I _ I(JLET I,E =4°5 \ \ 6 \ �✓ 'rwio,o x° IE=615 I :E 4. .5 / i ,1 / / __ r/ // es\CT , /S: o o dz\ 3O \ CLEAN wainBW 140 \)) W xb 'i� . , L . 1 !' ) /'. � ' OUTLET IE,'4i5 \'� \ � \ w / 'WJ\�FVt mO 1 � 9� rwuo vew ss owwo cwrne° I9°5300 - _ raw lwb rw ' � _ - ____ J6! _ _ _ R" \ ^gib ' ♦ /� // / •1/ 'P6' \�y�ls oafs W 7.0 13.0 rwn ° _ -I4--- --r W.,a J ,� :'i #, 1f'v - �o \) wu.o\ - _ IA eo O• '. j s�NY i:�`'ws .' t ' .. 1 �/ � ' � rw lso Tw , S \ _ _ _ _ _ _ _ _ _ _ _ _ l } (t'�' \ PROPOSED 6" WA ER MAIN __ -30 _ � i ' �' /�_�. \Arm J ,\hf�yS�roJA4^±x' Y �;r' �o� � \ R � 10� .,'�',�iT f / � V --_. �\ _T / O,F 1 J / t f' ) ' I,•3: Iv as .,L / f / ��xL LJLJ �. � pg/o _ szs°saoo" w� rt 1' I t-� a • � f 1�� '�. iT 'E ��n `- �. i- --�-1`- L -I _ � i � '� �- it• '� r• 4 �. l� _ I V. \ 166001 :y',ei / _ _ _ _ I I -�__ 11.,RAr E- l I I l J I \ fA \ yq� . S r,rr; \ A ,,. yo 16�; 53. I lI99� _ _ .._ � I, �. - l _ , .1 - � �I„ � t'7 . 1' ra. ti' Q l \ n1u _ - _ y. ,p / b RD 'r LE 'CHwq POOLS - 1 Bi ,� :� 1 - __ _e• _ _: ! io\ �p1 a1 R.D. ___�. -. r r s.`•RH u: ' \ IS k, .i,F , %n NL'ETI IAEF=94o DEEP Q, F1+': a,,,^ _ FF ,� ,, 0 / )\ la �' .',' 1\ u• '1 , _ N2 °53(xTF _ ` + l I ;.S l yi � o RD ourLer le .4ss, 1 I _ °53'OJ"E 75.5�`D ' I r _ : 'N .EE ISSEE _ Y O RD C.P. V' I ( `. .,"� - r :'R. , q'• N. 5 _ "\ 1 \` Lln G2TONL/'TANKTO P..,0m433SLEACHING FIELD ° '-o55. P 35.? oILEA ao Ls N'D°5 ffi:fu.,� - ._ {(i r✓ o,wJ o y I 4op OF FIBLP EL 165 FF>jtr.Gr' ! D ��.OP 'i 4 INLET ODEEP 1153' Ino` o �„ s> , r3 Ie = 450 - \. RD I - \ SNT. E>:..w 15.66 ENL EL. I&M ENI, EL 1$:25:.1 ENT.EL=15.66 I aurLEr E =a 65 l _ �_,,, •1>,. :ENj'E'C= /_5.25 ..lm \ s qt, 1u,. �Q QGne To EST OLE -U r ` :°u v ��. / il l °41 \ hI RVANK N0. t +b e_°_) v1 m Jy� / ? / �� _ \ RD. % /) /1 i 1, � \0 7 / W 1 -�- � 55 •, \JT � IN � O I N.25°53'0�'E 11533 " t v I - 6 WELL OR CESSPOOL m 3,•a , - / , + y1- �z _._ m Sv NO EVIDENCE L4'' .v____ r •Gi � �oo�y^V �V �u m z �_ _ N 25-55'pp :E;j` —_ / `- � �\ - �I/� sz .00 �-_ 10. 1. T 1085.48' 1� zo N.25°5300"E ' .k. tlp _, hI,ANNCLO a z =EXIST ING CONTOUR - - -- -- _ I6 ' I6 14 12 IU 8 ". x,v. G v 3/4°WATER SERVICE 6 CURB ;;roP' E -- PROPOSED CONTOUR v !8 Im ' / 20 - 6" WATER MANd - h. ./= COPOSED ELIEVATION A - 16 1fl �'� CTYPfCAI.) u5 ARE REFERENCED k OCR OCP DWELL/NG 5. ISz.e W no or former[ Budd B. Young --� u now or formerly Robert W Green now or formerly Mary E Clemens now or former/y Robert Clemens Haar or farmer/y Budd B. Young y 9 FES 14 /gee D� N (laconil CP ✓AN. /8, 1986 wtF fk • B Helen Green (VOCOnI) 1 Nov 18, 1987 - NO EVIDENCE OF 1 Y OCT 26,/987 �io '•'WELL OR CESSPOOL - OCT. 9, 1987 f0OCT 5, 1967DCL 2,1987 SiLfr1 M 1 mAMmc - AUG.SEPT4' 1987 iAI W, NOTE:DIST/0 X COUNTY TAX MAP JAN. LY /3,1987 AUG. 6,/967 !• l .ow p I W, GIST!000 SECTOB7 BLK.05LOT020 JULY 16,1985 0 3 rayroue° O I ree wxvr REVISED - NoDATE: FEB 1,1985 4sB9 �MAU R. I / N0.84-46tA Iq0 sU RIVER ow. wrro - - AL DEN W YOUNG ,NYS PEL S. LIC NO. /2845 lc rusrEIF HOWARD W,YOUNG,NY.S. L.S.L/C. NO. 45893 , F7-77-71 - MPUMPT' SN ALRRA}ION OR AOGIr1OT -. - TO MIS SURVEY IS A VIOLATION OF SECTION 720P Of THE NEW YORK STAR ' NNCAr1ON LAW. CONES OF THIS SURVEY MAR NOT HARR LETT C.I. FRAMEEGRATE _ A5 APPROVED BY THE \ rx1 F A ALIOLURFr°a s INY. SSPE°R THE "O SEAL SHALL NOi RF CONSIOFRY' _ PINISHE TOWN OF SOUTHOLO TOIFIN TRUE COPY. D GRADE wunxrEEs wmuno xERSON sxnu RurE D PAVEMENT 5U RFACE ONLY TO THE PERSON FOR WHOM THE SURVRe I ern, A O OI.T11 HTALI IC HIE THILSITE PLAN °L.,.,PyNY IAL Al ,N. m INe FISHL s OI IME IHWHO INsrl- ♦'' ILEON OUARM'1EE5 ARE NOT lRANSFERARIe OQ , N F Z 6 'O onl°NnL rNsn0116Eo rUrls OR suu t THE Wl COVE AT SOUTHOLD AI )0- 1/411 0- n IS" C.M.P N P NYS E 2 .TY A Q /� Qc o Il4 ra' 4''EARTH GERM COUR5ET WEARING ®®�BF �/ I EFA/ ILD FOR I 2'/2`CROWN ®®�` ♦ �+ IBAYVIEW DEVELOPMENT CORPORATION V' 41' STONE BLEND BASE 6"EARTH STABILIZED w -0 SUB EASE DIA. QE`Y /I (�/�/ ' �/ a G TYPICAL DRIVEWAY SECTION m F-IT Jl/CJ TF7 OL0 B 4-0" 8•' 9Q de wN"'-�: !� TOWN' OF SOU THOL D I� m G°MIN, GROUND WATER P N� !0� - SUFFOLK COUNTY, /V Y SITE TYPICAL LEACHING POOL i' CATCH BASIN VO T iING.EPOM \'. .r,. 301 --- - _ E E CEDAR AVE. PR/NATE ROAD _ �YQ p B \ / P ` ♦ \\ T OF N M, yrs, V\,` !`h h � 1 Q h � SEPT /3, /984 FD 8' Y 0 COREY pRell 4 n X w9ll AR/VE 2 ♦ O // fy ..,\\YA'�: Ih a\\ - T• �O' ?58`73 Fw LAND 584 !0! /^12 Vf LOCATION Al - - - --1V / \ \ 02♦ SCALE:)"= 600' e.a OI C // // � \\ \ � � `r4/'02�B•lY 'E0.0 NOG:+0.5 ACT. 14 m 'N _ \ \�4♦ S bb \ \ \ 20I6"PVC. SAN SEWER 40= 70'%?"!y, S.22°o4122EW. oy STIN / a \ \ \ toI.000% \30• 145'OF611PV.C.SAN SEWER @1.000% W t PROPOSE GflAOE OSS Ha`. ' 1 4'WATER MAIN \ \\ --.- - ` \ �_ _ _ - _ - � 6B B/y Hill I e.No ce.N . - _ ce NG. �iC P' 192 3ef SBG !� / 6 -�T 1 \ \ \ \\ / / � - \\ N b N A O 14 N A 4 N b N /' / \ \ / '_ \ b b m b '� ^ ^ 1 o N N d w n w n M ♦ t �p.Pj / VALVE \ \\ \� _�/ 2 y N b � b � � b 0 O O O O O O O RR O O O O O O b ' / -- - -' O \ O N O b C N O b OT O N O } O + + 1- O + O + y // _ _ \ \ \per O O N N xr M P a b N b b A A b b b N N / I O) /I/ R.D (I B\ \ 'D a \\ 17' OF 6°P.V.C. SAN. SEWER L � PROF/LE N 851 OF 611 PVC SAN SEWER Si NOR/Z. /'=/00• p �� � VERT. l♦'=/O now or formerly Will/Dm 8 Regina Victorio 5 6 7 8 \ /0 /2 \ R.p 18000 GAL. SEPTIC TANK \\ \ \ --�� IF =230 \ FF 13.0 FF=P3 FF=/30 FF=120 \ \ El ILOER IE = 180 \ V I&0 N ROOP DRAIN > 14 II 1 I 8 / jlo ____ 8 O DIA;z4'-O"DEE i(Ia,a) \ \ (AD). V RD P , \ PUMP PIT \r \ RO N 8 TLP.) MA F{OLE \ \ / IE=135 b 18 IG Iz / / _ TO LDV- 70 MANHOLE I IE 4.70 7 b ( 1525'5300♦W I 250.00 I I \ IE=_'3 _ 11 \ (9.0) r 1 / 1100) RD 3LE GHIIJ o A ($o (9,0 _ ' R o. u. R. \ /5 (11+0) Il o) R.D (I(I) / �-' - \8b"DIA xS'-0" EEP / ( � • 0 \ .6 NO q, 111 \ GRATE .b0 I • • \ FF =I/.O 1 ( I 'N 2 3 4 ). .=455 -),9 _ \ � '� /6 LOO`OF 6°P.VC SAN. SEWER I I 111 14.0 FF=/2.O FF'/2.0 FF 12. +(a= -r 9' <E ) J / A 600% 1 1 Po0 5 / \ (000% r. % g,_o., IA I,Da, \ \(as) Y (d.zs 5'-0" EE 6� ° (& // -H.`A-�� \ 1 A MANHOLE 7. / i OI \ \ \I \\ \\ TOP CpE° 8001 / D R.D - - __ - ��1 - (ea (BYe) I, \ 10\ cB. NO3 �,,A°, / �� r9,• / i'i� - L]AN HOLE // / (12 0 _. � - _- I I T/GRAY E. 7.ab o 7 "''3 SOP ?,OVER=822 1 I \ V �s � HOLE y E�) \ + i -I 1 c) Go' (LOA) RD / - 4I + \ \ I \ \ \ \TO OOV=$. 9; \ FORCE M IN � O �/ f1R RA' 1�= \01yJ n + I 1 m I/ E, 4s5 \ 94 2q1 4L dG BJz, rB / m \ \ \ a -- �'' r hJoi to I z) pry - - _ D7oT R,D \ I y \\ s r / 6 y \ (e.0 5) DIA. /' LE WG POOLS17 H / \ (IG / i .o) (5. 95) / ��` \2� I y c�4 " \ _ I, E \ 100' OF 6 PVC$AIa�SEWiR _ \ �..��-� l�� h9) Y L BLEACHING \ / /� (I I of ' \ @ 1.600% 1 lV - \ Uzo)\ s \ \ pA o) \v \ (130) PalVewgk Gro) / + a.6) (Es + + ez) \ 'F / \ y pOG% I / I \ 6000% I \ ! �) �I to c.r�. i+orr +� I o) \ \ \ \ _ LEGRATE=780 11 \� \ WELL I \ \\\ 23\ \ - - _ - -- +130 / �" - _ _- 10 Z \ I _ ` / .Ftl.5 T/GRATEv7.60 FF=I/.O \ _ R.D I I \FF=/9.0 _ (IZfsf 26 t \ RD \ GRATE:'1,6� Cfd N0 6 ENY.`F�-/4.33 x = SSS' 4.35 . I � '', -� F - - 1 RR )I \\ I \ 1 - kk \ EAhTE =14.66 ) \ RECHARGE POOLS �_ � _ _ q +(u� ' _ _ ,.= r + \� \ \ DHAMBIeR TION - - _ - I2 p➢ _ \ Q \\ / /a TMi OP LO .6840 x120 �-i L RING Pcyo \ 25\ \ \ \\ I \ L�y\EL=/4.3? (+4) _/s• ( 9.6�+ 32 IE= 6.5 IE=F-3 1 _ FF=19.0 29 LEACHING FIELD 9 33 / ( \.�.. \• • - _�:1 �/\\ ENL FL=/4.6G -- - - / \ \ e FFT FF-200 A i / 3/ "` \ ' RD \ 1 I \ •6 \\ ENT. EL 5.25 \\ a 1 1 II / ENT.EL=l4.G6 I r ENTEL 66 ( - FN-,TEL-15.25 30 •�\ a\ +(8.2) 20 \ \ F=5.30 � -T-1El 19.0 - Q ENTEL=/5.25W_- I U I u- ) W \ - +pa.R)/ I o \ I IE=450 Oe f i + // / RD. R r \ fZ1 p' _ \ __ ..__ _ MANHOLE 4 +U3.0/ / - _^ _ \ __ \ ____ _ 12 =5.IO I 1 18 Ei 1085.46 I \ A� - zo N.25-5300"1 i � � \ 1� la rz 1018 NOTE: 1. _--12--- =EXISTING ColvroUGy \ / 3/4 WATER SERVICE B CURB STOP 20 M 2 ---12-= PROPOSED CONTOurz o la IG I6 20 (TYPICAL) 4"WATER MAIN !a 3. (120) = PROPOSED ELEVATION o 4. ELEVATIONS ARE REFERENCED x W now or formerly Budd B. Young now or forne/ly Budd B. Young N ns now or formerly Robert I/ Clemens 525 Clemens To N.G.v.p 1 x b now or formerly Robert W. Green now or formerly Mary E. C/ I W i PUMP HOUSE x b MANHOLES _ NATE: FEB. /E 1995 11 TOP COV. = 14.0 NO.89-46 I E=II-89 IE 11 72 YOUNG B YOUNG AL DEN W, Vr -- ' NOW✓' I Ll ' � ,� �✓�YVI �\N I� �\/AVO hMli-hlT GOI� f� hATIOI�I �• ,,�' �GTION �'1 ✓�I—Oc.� r� SOT 2U • �, � �- p h � . _ .� .. :=% �i- (tiro a�' -fi�'J Y::�•^_,, .tw.. —� _ ISI=, a� '� I� 9•�i - �\ , � r - �=c� �i ' - - �.-: �"f�lf 1" 2.� , ^•Al�/4: (, .r' t ={' G7P"C. I - -7 7 - i/1.iGr0 G"' -k V �, : Y. ,W all i 0/1 jt CJI k * .+ q -7 _ �r 5� .4 2=t-:., _ fl!°'c`l`�i+=�1 ✓,NF1 � \25. - _ _ ._ `. _ ; !�L/ -ttl• t 2 II _�- 1 � ' '��I X��J�.�.�. �t-!�-'�—r� _�`—_'<�, �� I,�ct.i. * _Tly-i•?' ,F�t�p—'.If�-ti_I.N.rryr �_y_ -G',.r—:'•_`�IT'1,Oti__�1_F.-s_b_<'_" N_"2NG'.—.�_°Tf..f�Q:/'--I�.+(.6''C�_�-5M,.,-�„,—I 2Z.12Y04.�L 8>_Fi.4y,P�'��te,�,,.•.J-I�oCL �-. •��_I-K L,�-;!- S��I�� �t,. ��-.' _--(T�r-�'e �I-.c� i �a FI-SCf ?`�-�h_'_.I l2i.i5lk- �I`�Iiro' 19i�I1�0>, �I ,`;7•IT EIqI I.o/#:r�/y_ —� ,fv�-0__• �_1�-i Y,.. ry.--_i��_._I-).�_�o_-- ���_J j_F�O-—�p—iJ—�FiN_'6�S-,M1MI?L"PU.E1_1 JLXF.";Yt,N��(�S_; .-L”�U/Io ^�If E- I•�'t . '!�t I v i /�� „�1•1-0L 9'. N_ ri-}-{•,NE.F��,NT IL,IO�$IiC '�7..(15f•, ..2yL- `•�/'`/�//,�:I rd/���i,/p'��.�'' 't /', '�V. :>'I �IRI,E��.CL�F'X_��,1('=/O`ryS4��II.V',i-��,UN/�t�5-_,--I/�/�5-i.��, _I1�.tI�P�21-10 O c.��. 1r� E �I -103III.�.✓l-o.o—.'4' _--_•�makJ-?-�� , A , _ ,t.. 1 - 04 I 2S 9a 2 �•.I GG �`T 1 7kb. GL-lmnN FtE0 v 47) ' 2 XA YG;Ur, . vU.�'Ey- � I n IT 11. 2 so I , K I I •i S 1 17 � } c --T U !//\T 1" I hFii�F�t3 � - � I_ � C� _ �/�.�Y olr` Imo❑ I metal ar, g , 7`7 �— ' -- �`> fc .=rte P+�. t�I�ATleN 'rG%T�+L.� . Nur•�i� UNIT'✓ _ �'J �'l�hl,? f.�.'I ��l-QGGL �- Lr�T L� . , �,e, 14}c� N .� ilc� k clr d, 1o 20 Zo �VIQ � n!'3*�'1h/�I.L - I'L%�.71G til C_-�.Ti"� •'-�I�r�1 �`�►n1�'�' � ''� � � _ �'' - l'II,TpFZtuLr ' creno �►+ JM' �. �- �' \ 'S���. el CD _+,..._..--• . —�_ — Ise i�.o � ac13.�1 r-r�l�.o , a�lx.o _ J 1 e1^' f •• fll r \ \ ,`yi•• I la- BIZ 112. , ,a e\ rha lea l F ,. _ a \ _ ,_. -_ __ ILO ""."r .. � '•� �4.a IF No q, Ila . I F �I f 1• 117CN1t. �T�Ntial�9 LoupT cN�Fi� , � .. �E tfFi`�'•` FFPi 2D. �F.'2L'. FFG 20 416 1 Zo r� t. RECEIVED.By ILS eaaRa `� MAYkAI -1 i Re c IT ._. -• - - --_ ____— ..u.raw.+.a•n.n...• .•.,n+�a+•+.«.+ .•«.T ,..... - Y'll C.1. FRAME 'GRATE N PR APPROVED OVEO AS PP BY THE 29 1988 FINISHED GRADE � TOWN OF SOUTHOLD D - PAVEMENT SURFACE s a _ a z . S1 TE PLAN � N F 2• GU 41 4' THE COVE ,�T SOUTHOLD 4'IEARTZ I'gCROWN. I IS" C.M P. W "- --` a PFI' -P4RE0 FOR. _ ,� �F o Z I O R W - 4" STONE 'BLENP G"'EAR'l+y STA.8IUZED _ N F l_G" r BAYV/EW DEVELOPMEV T CORPORATION WEARING COUP 5E BASE 8-O DIA. _ ! - TYPICAL DFi1V$WAY'5EOTION - a) •� - / / AT SOUTTIFF HOLD ' a I m e' 4 �+ a' y?40 • GROUND WATER 3 �. - TOWN OF SOUTHOLD ' S/TE W TYPICAL' LEACHING POOL CATCH BASIN °Or0 - SUFFOLK COUNTY NY 4 Exp"` � h CEDAR AVE. - - So HEpp SCALE' /" = 3O' 1 PF/VATE ROAD llllo �Ld, CA's Lx r COREY CREEK' t OR \ �� ' � SEPT /3 1984 o mea / r "'eRF aR/vE 2 - fpf rpef ly / -><J� - - - - \k. ` \ - / -� \ s, - - - THE LANDWARD -LIMIT OP TIDAL \VETLANPh hH0\VN HCREON c O nD� Df / \ �y`ss, lei FKOM.THE 19t>4' N.Y.S.G( E.Q. IN9PELTION \\(HEKE GEKTA-IN CO/���, PfZOP05ED 6UILDING G012NEKC, \VEKE hTAKEP �Y US, AND LOCATION MAP o m / \ MEAhUREM'ENTe, \VEKE "MADE AND KEGOKI7 7 elY THE. + SCALE:I"=600' ^II J IV ARjdETLANDh... \ " \�\ S43S\ .� e p, OF TI DAL \\ 9 s CR N-Y,5.P-E.G. FROM -THE hTAKEh TO THE TIDAL NETLANPh. 20.0 P.1, 20.60 P.l.•e0 Rl.•e.0 Yl.•e0 P,1.+e.0 - I,e.ED .P.l.•e.0 e.4 OI C �l� K ' +1.000 VC0=-0.6E VOC=+O/9 Nf.0=.GFO UCC•-O. VCC•>O, a YCc=_O. V= ..O. w Q C ,\ ACT.=e./9 ACT.•e.l ACTe. ACT.•e, a ACi.•1. ACI•L0 \ yl O i 1 o ` �0% EX/ST/ GRADE Q 00000 W', / I _I \ 048 76 -1.00 •.0. 0096 - 0. 0096 r• 06°I/ .111 p / \ T \ \\ �� - -- . i % '6 O "'IN ' 197 OFS PVC SAN SEWER S4pr ' W PROFUSE GRADE \ \ ,m .�, ��� �I I@0.900�PV.C.SAN SEWEk I o L \\ \\ \ \ �� \`� 4237' W \ ,o Ez ' \a \ �o.4o0q /052" 'S22°0422W. — _ r w - lez cATtli — - ce.xo. oiR ,_- — 3 _ - -- - -- *1HOLE ° m o o w aa wo �, Ee fi r \ 2 \ \ \ - - \ EL-6.2TESTTOPN S : S S N e n n o _ �. f ice/ G• WATER MAIN Y \ _ $390 /'0 ` . 0 00 0 0 0 0 0 " 0 0 0 0 0 0 0 0 0 0 0 / __ - 9 W, / \ \ zP 1.0' (7R;.i 0(e / \ 194.5fi 3300" O'' \ \ / _ SOIL o nr o n o a o w o r o r $ n o n o o n „ - �� \: LOAMB R 6 —�-��\ °G`4, ' LINE OF WETLANDS AS DESIGNA BY \ 1 + +r + + m, + + - + + + + + + + + + + + a / _ �` THE TRUSTEES OF THE TOWN TOF �aW / 5.14°5300'\ \ \ \ \ \ , GRAVEL ¢ PROF/LE _— " / " \ \ - .(/' Ol - 30 o-1M� 12'00 ov� 12� SOUTHOLD AND LOCATED OCT. 22, 1987 4 \\ N: �' sZI)a 2.2' '�. 013 BY YOUNG B YOUNG \ ' 'P 85' OF'SPV,CC SAN SEWER o RD. b \ '" °o __ o• � \ ''.\ \ 3.3' , SCALE: HORUZ. /°-/00' - RD IJ A _00' o \ •Sc GRAVEL VERT. /"=/O' - " O � � e vA0O% Aa. � � 1 S 25°5300 III 33 `� \ W 'L+' \ ` \\ \ �N CLEAN 4' _'m _ ROOF PRAIN'(TYP,) I,G d-'Yd ar iiP Iwr ` (Il ak No- \ 53'pONw .\ '� 014 \ \ N- SAND ( _ Mi 1 7 i� Y I � now or formerly � Jack Cipr/Ono a'-o DIA. w 4'-O PEEP�' � g2'tarl " ' I `P� xlt�, F °^ro. � n yn�} �+.+,{, �'�,tFc 'Aad 6 - � \ GR. WATER EL=0.5 5.7' Sq :. y I} '{ . I/s`Y^II 8 71' "`E U t r?)' �i flI \ \ CLEAN NoconJl 0°°91 � tti i id()k � si )'t � �? j r E'6 `n. 1 tN Y ,Ir7�r+�, t SAND a30'K, TLEAOHI N6 POOLS ° ° 4 i t w 3 0- tl�o DEEP 4 _ O LNLET I E x-55 o h /�'i' r ! 3 OUTL2T IE.= 4G5 < L° ! T. 3 p �'� 1{";;���1,"Pk'�y. 3: On W_ 'AO@. 8_ AR" } Ef, wi: ;I'u o rl 11 If 12 10 6 '6 N / ° ---- fig-- 8 t w °i(FIrE a r 'kR MA HOLE w / e !`e` Er ATO 'COv '70 \' Y� � `- R a PO 9• iP" \ 1? I£ m I I .525°530d'W. I 250.00 0�po i / 53 , {# �+ s 4.5 kr. o•. \ gA G 9 r'�' � ../(, IC 5.29"- \� iP 4 '} r MP 5� / O I o .D. "�— .� �} r i . IO R.4 `A.'°) , %� \ � ` SE TATlo1V 3 S� ,,,',� � ';" \ , 111.33 . ,c 1 N.: RO rz o1L C,Nlnr'G,. - \\ el oroo I ow•.a / \ n .. d o"olA, r_ /'lt $ KS \ � Y,N+ ri \ I I I n l of � Iry : v +t r,:a -r —T' S °'• Er- / ,y,� I ' I ,e, s r )x A� 'Si '+�+s," LY�.:'.f `! i4, TIE 10.0 / w �„ q„ wiF. ((�� 92 ftD ..'ra= nol INL: TI.E• 45 ''4- /3 -CL OF 10 EASEMENT I I z' 18 p +I .I :'."' .) ;r',';rse.Nr,:r +.i^ ;Lx'wLL I '..1 ne oww. or°.° =oo rr' `�a. ri rk"`O« C: im '+ ,. UU1:5,T I,E .95 \ ' .hO ;"•,',y >..r+�, -k'.. I a 1 I/VI. O 61.9 a'II",rs;Mq 6 �' 1 r s '' A1+ a II II •,� ✓7+;,,T. 1 ', p^.y x:.,r�.M. rW,•l'+,QS,. -rtn 4rI'Lf . It , y; ( rr m.o a,0i`7� ,h, x}L.:,If w Inn) / E ., / � '� y'� 1� � � 'Alr " �c F, � CONCRETE PA710 _ y g� .� r �sl�' r "tf;� I..�u 1 P i'f��lk �.�k � X10 Cafi,AT - 78LY / / / �a l� / wv{,.PY•'#.", \ ' \ 1 1 U 1 I - r r a ,.gym; ?` Lrt L 1a L .r , >a - m 'k .^a ,;.a.:•I, r. -''. :�ytvx ! 1, ._45.5 R.D ,?' ,,:, I I ' Y �f. l +M1F- .PL r�f�f/-1„�'ti°•"\H'.: }XS R,u..! l,Fl{I�j�2;J2R.,Cly.E,L N „r \ I / i 1 FF'i13.0 %:i.'° �a, aI r,o ,`�`:' I� ,, _ " i216 OFa P.VC. S4N, SEWER \ 1 ,�.,;•' a I ' b 00% TEST HOLE N0.2 a .Y, ';n y , /;I�r�, .k,�,"t3),u.xt."�+ ;�L.}yr::• ,L,. �,<) . L � � � I "I' � p.zs, 1 ,' 3 \ .�}.:` z .,,t• n 3, 2,Tx: r *,i}.:k,9?3'''H""yc '.:;�;, r / I '.fix ,a5 .moi',: Tr,} v" tE s'.. _ - - - lr.,. \ / . 9; . 'J _ .`'t .r. .L,., ,L�d 040% � i r, . .� ,�tw, a \ 14,1 0.0' I r:} ;/. ' r rv. ., / ;n I - 1 Ula / / .°J A ^ s :5:. / i 6 1 1 EL- TOP l Vacant m Q 1 \\ ,yShv,w'e .':v.� `/ 3AHZ /. j ) pj 's' z�fia, Y!. t�:,si '">_ ''^ � y _ _ _{ )^, si e, . ` J`4, \ I SOIL '��,�� w1 `l \ .6 Nf ..'a'.:;,•y M�tr ft" /Ja - ` n.l kt"Ll}."'Y' i'%. a,-I ro� - / R. 'i� �:. - �Ifl 2) r�l_ ,�_ � � •� 1 xL � \ til 1L.,r 41 y+, I e y ^ n �,r;ry2 x:Y:,,re., tk:rl,).•'"P;+La`Rt-(> %, /. . jS, � , I °I 5,-• Sa „t 1s:;;4>:/.4 ,It�. Ya+'r✓,-,,) - �"�r.( ri< � F.D. — � / °sc' / a' ,..1'T... ., A � ; ' :,h:'.C;k^xy F r tt )` +Ja"'„ „ r• '';u t _ +(C a (B,H')T . ) r / c0 ci* \ R ti� by sa / 1 I 1 m LAAM,1 ,�; .�_ —__ SANDa To �o srerx / 1°. ) - \ CP / o a / 1 GRAVEL 1 a ! Ol.o + � L' 'u PV.C. �, 1`_ RYA'le 7.9 n E 0 !r,' v \ \ Lw.D `�rw o.o ox oA oru� ewAs ow o.0 or yr ' MANHOLE-I' 11 r• OLc3) __ - -(`� \ FORCE, IN I I \ • \ \ \ \ \ / Tw leo r/x1x.a TROP-CO\!'990 11.0) 1 I TLi, NQ'.�. 9 � '- \ ',S) !Q \I I \ „ \ GPOOL3 ,D•�N1 HOLEq� • Qg� /(JS, / BoCt. v LE=6.15 ' lG 4ATE 7, 9 - 1-- + \ Q�O DIA•5'-O DEEP Lkh_ // / r� .O,o, 'ago E`ACRT�q y/ O } 30 ,H, I 1 l \ 7.0' ( ETII A I 1 \' - SAND � � ' 'r ,. 9 I _ _ ____ ♦4 \ ___ r u ° Lx.O ,, 14� .� 17r�` ., I \ b 14a' To u.o w A.� LlE wT. ` B� ` I V IL` sti ra / q N• o < \ ° \ "20 r 1 rr n o \ \ PROPOSED WA ER MAIN °.,° R. 6.2) 00' DRI �_- v Ak`' (Iso) _ - - + .+ *''. - - ,sf1 (20 1)\ \ n 0 / \\ JJ � ° 1 z 1oE F � � �I r � � u \ \ ,. I. ooN° 1 / 4600°/ aI + � k ',,: Isa r, p �_, L fsl5wl�l . l 'J °m - -�\ a \ \ 1 v \ I \ \ I6e.00' -fir (Iz.$) a c.r3.,ao \ r vv I o ti y 1 9. +/Lu y - _o ^ \ \ Iv _ 10 p �I C', yl' A + g >t�„E 53. 'r41 ':1 " T/GROSE-79 ,, YnV' > k,:• \. S LEA... - POOL �,n;' , h J % � � I \ W ? � - R.D. � / ,,• Y ' 6'- 6 I';.', 'I,w � l I { 1 11 I lam\ I � A.1. _OQ2) • hlol (IL, Ir / I/ ^\ :< P Id. -S, 3 Kt"�' INLET jE .400EEP'D ll�i�l. �'' \ O Poo i i i n N.25°.53' 75. _ o) 1 I ( ) ) R.O. \ 5 Lu \ s TIE-.t s \ CP - 5 I / - o i I II o /5 1 'iu # n \ � 'S ,,,^II, •m \ u.D I. - - -- - - - - - - - - T — 46.50'_ _ , + �' 'k I \\ LIMC6TONG/ -_ _ 6 e{Tt•' ,: v — ( P V /7 n �y N5 /oo o \ a IA'. , ::i II ,I �ro 6' 8. \ huLruR 'TANK r� /q LD ' " fi•T 'A '� �+t 1,u__,�f< o m \ \ �' &'` R' T;,fSATCi76 F \ I I 1 r� � \ \ - FIELD ;. Z E /+k'�.T' 41'':1^�I. R• � u�� -A H > a - LE 0 � Y' L E pl9 IpIlTlO I 'i' til b, \ a{ O NINr° POOLS 2 \ 0 '•I "!. +IA 000 L6 ?OH OF PI ELO EL • 16.5 ��-u4 �o O ""�%� e � INLET IA.• sLO DEEP \ E 11533'} (1To \ ' \ Cb l�ul ,, I II III�I f'7�r� 1. A o 7L9A!) 11 i0 3 ' Du LE,' 6.50 LL RD \ ) E 'G \ nP Ol. TLETIE •4.65 �Ines7a EST OLE W SuLr,FIR NK N0. — I a+', w AT, >` `^ ' rm , I . 'I•;, " ;;r"` r', < o \ \ _ ��6.\•\ a \\ RD. ` r\ \0 \ m� ,""'y (e.1 1 II m asOly / + 00, ' °' m \ /8" ' N \ \ � 3/ / 'O ^ z \ 20 T+-„ -'\• // � \ II .oy � / \ (6.A) of o 1„' l7' \ \m` - NO EVIDENCE Loc o� LEA5NIN6 \ (Ia.0) 2 \\ \• I \ +ri '+. \ WELL OR CESSPOOL b' PGGLa \ \\ .� / _F �.`, I N25°53'0�"E. 11533 1 R.O. - \, \ 6 >� w q A / •g'hS\ 1 1 b �' • A �� 6 Oz - / RD. RO \ m � I ti �p _ ON'ELL/NG h \ \ IG— I � e / + -- _:.,', ___ ,._ ..,_ ___ ____ _._ t_, .T.4 __ _ ___ __. __ _ y° - 1 \ •�_ \ ` 1 i P 9 +- N.254 \ \ \ \ \ 10 326.00 ° ' I \ .�. / ...�•' - ---20— ._ \ \ \ \ \'\ ,lafi. o /085,48 II \ 261.24'20 IV.25-53'00"E. 1 . G 5'No e, �,- MANHOLE 5 NOTE:- l2- - =EXISTING CONTOUR \\ \\ / - -- -- \ I \i. _ I I 7/b KATE 'J.d 0.1 TOp W. = B.Cc r 2 —12—= PROPOSED CONTOUR ° rg IG / r / /4'WATER SERVICE a CURB STOG 2 la' I6 14 12 10 Q 16 is 20 (TYPICAL) G"WATER, MAIN 3. (120) PROPOSED ELEVATION o � 4. ELEVATIONS ARE REFERENCED k OC.P. - I DWELL/NG - \ T N.G.V-D. , iE)29 m OCR - SS'tE OF NfN,,` MAR. lO 1988 . now or formerly Robert W Green '. naw or formerly Mary, E. Clemens now or formerly Robert ✓ Clemens now or formerly Budd B. _ Young not or formerly Budd B. Young rao w. Y °4, FEB. ll,' /988 W & He/en Green (Vacant) �� (Vacant) cP o� A JAN. /e, /999 * t _ •1 NOV /8, 1967 -�bV6 OCT 26,1987 x NOL OR CEE OF SSPOOL - « OCT 9, /987 - o WELL OR CESSPOLY. OCT. 5, 1987 w OCT. 2,1987 w Y4}. �O. 95893 SEPT.. 4, 1987 nLwaAE ruLw.wwxf EM AOOIxw x - _ NOTE: AUG. 6,1987 ro rws sxnvsv Is A vwunoN ov ,� _ SUFFOLK COUNTY TAX MAP IANB 9BRVEyB,' JAN. /3,/987 �ocnON szev or mE NEW MAL.1 o N, 1 W OUST/OOO COUA087 X MAP 0T020 _ JULY /6,1985 uunoN LAw 0 o I REVI - DATE: EEO.1,1195 A LA1. Or rnls suav[r MAT.Nor%A0.wS 1 NO.B4-46 rNr lMm AUU T UE 11 MAL oll -- I - .r� � mnassEo SEAL SHALL nor IF CONIATUI / 1 -- ^ m EF A I.% L TRUE Corr 1 J YOUNG a YOUNG.,R/VERNQ D, N.Y. ,�l n� rzs m°1uNEn SEIIHA snnu of I ALOEN W. YOUN N.YS. RE B L.S. L/C.NO. /2845 TO rnt reason FOR NIALWHOrns suav , -- / HOWARD W,YOUNG,N.Y.S. L.S. L/C. NO. 45893 'PLT.COMrANY, GOVEW.IENIAL AGENCY AN - - nNGING INSr1TUPON"It.nLI1WN, All '0 THE ASSIGNEES OF THE 1ll0Wo MT, - - - ruT1oN.GLIAVMYS A R NOT FWC¢lAeu ASR ro°mOuu l :�"��� +�}- ter--- _ I�c�t t�i��-,-� � �c�� � �t� � ,�,�,r � �• � _ C!!`' - \ f Hr,-k5HT It Idyl r'✓ � UN1T�' T' td' A\6) IS u, 2 ��faf� IFJ7- MUW (I�T' � A � . - NUMP�R — — /' � � t7� � %� �- .e''�—1 �','�" +J� � �� �1� It J�'lnac='. �h✓�:�If _ _ .._Y, ,� 1d G!1 ► 2Cn5, 'IICop ' \ \� �` -- V�_ C�� r�t,o W �i.�v, la} • 4214 13f, _ /� .� � „ `�- , i _I=��- . ._ - . N' r /• � Numv or I`1N, !�GClI� G� s Pj.O .�1 'T•':I Nl'�' ' r . / W` WAr' tic — I— ;, fr'u / R -- 07 { jA \y r. q u „ n. . I e( 1 f TTAG �'� " t tN1A, % Qs _ — �' = �rar �� 41Y � I w'Ic iii , 'e }