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Landfill Closure General Construction 09/2000
5 N W YOR T T D P RTM NT OF , NIVIRONM NTA CON RVATION 11) 1 liL 11 :1) ]IT I IL :[a ic I E; OLT lEt 1E] c I I I 1E] Ft oil IL 10 11 is 9c Ft ILT ic 17 1 1r C01VTRACT IVO. 2000 TOWN OF OUT 0 D SUFFOLK COUNTY , NEW YOR PT M R 000 i y f g� gg { II e r' ,r q �r p• Vu6.. fVTN A:YS • p `� Point: o• .o /r p � SOUTHOLD \` .�, LANDFILL ' • • ° • Y sSounE • �, t nr. 40 • • r� i O • • • • S••• ; �'$atf�d Mart ; • • •• O • 'N 0 o + 4 r„' 32 Sao o p, '�•' • 10 •le O • North I • !0 • Country .4 � p ' LOCATION MAP O DVIRKA AND BARTILUCCI CONSULTING ENGINEERS A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P`.C. DIRECTORY: 1314,/GEN-CONST FILE NAME 1314-GCO DATE: wim,09-18-00 SYMBOLS -ABBR VIATIONS IND X OF D AWINGS an M11111 — APPROXIMATE LIMITS OF WASTE ALT. ALTERNATE DWG. N0. DESCRIPTION APPROX. APPROXIMATELY - - - — PROPERTY LINE ASPH. ASPHALT @ AT 1 SYMBOLS, ABBREVIATIONS AND INDEX OF DRAWINGS - - - — PROPOSED LIMIT OF CAP AUX. AUXILIARY 2 PROPERTY SURVEY AND RELATED FEATURES CONTRACT LIMIT LINE B / BOT. BOTTOM BLDG. BUILDING 3 EXISTING TOPOGRAPHY, LIMITS OF WASTE AND CONTRACT LIMITS EXISTING CONTOUR B.M. BENCH MARK C/c CENTER TO CENTER 4 GRADING PLAN - SUBGRADE CONTOURS X 78.5 — EXISTING SPOT ELEVATION CHDPE CORRUGATED HIGH DENSITY POLYETHYLENE CMP CORRUGATED METAL PIPE 5 SUBGRADE CONTOURS - ENLARGED PARTIAL PLAN, SOUTHEAST QUADRANT 80 — PROPOSED INDEX CONTOUR CO CLEAN OUT 6 SUBGRADE CONTOURS - ENLARGE PARTIAL CONC. CONCRETE PLAN, SOUTHWEST QUADRANT 79 — PROPOSED INTERMEDIATE CONTOUR CONT CONTINUOUS 7 SUBGRADE CONTOURS - ENLARGED PARTIAL PLAN, NORTHWEST QUADRANT COORD. COORDINATE + 78.5 — PROPOSED SPOT ELEVATION CY CUBIC YARDS 8 SUBGRADE CONTOURS - ENLARGED PARTIAL PLAN, NORTHEAST QUADRANT F O MW-2 — EXISTING GROUNDWATER MONITORING WELL & NUMBER TO REMAIN DIST. 0 DISTANCEDIA. or DIAMETER 9 GRADING PLAN - FINAL CONTOURS MW-7 — EXISTING GROUNDWATER MONITORING WELL & NUMBER TO BE REMOVED DWG. DRAWING EF EACH FACE 10 FINAL CONTOURS - ENLARGED PARTIAL PLAN, SOUTHEAST QUADRANT 2 EL. ELEVATION 11 FINAL CONTOURS - ENLARGED PARTIAL PLAN, SOUTHWEST QUADRANT - - — PROPOSED LANDFILL GAS MONITORING WELL & NUMBER ES END SECTION EW EACH WAY 12 FINAL CONTOURS - ENLARGED PARTIAL PLAN, NORTHWEST QUADRANT ® — EXISTING LANDFILL GAS MONITORING WELL & NUMBER TO BE REMOVED EX./EXIST. EXISTING FIN.FL. FINISH FLOOR 13 FINAL CONTOURS - ENLARGED PARTIAL PLAN, NORTHEAST QUADRANT MW-7 — PROPOSED GROUNDWATER MONITORING WELL & NUMBER 14 DRAINAGE PLAN FOUND. FOUNDATION FT. FEET 15 MISCELLANEOUS DRAINAGE DETAILS, STILLING BASIN, RECHARGE BASINS NO. 1 AND NO. 2 PROPOSED LANDFILL GAS PASSIVE VENT FTG. FOOTING 16 RECHARGE BASINS NO. 3 AND NO. 4 AND TYPICAL SWALE DETAILS ■■ -- PROPOSED ASPHALT MAIN ACCESS ROAD GND• GROUND HDPE HIGH DENSITY POLYETHYLENE 17 MISCELLANEOUS DRAINAGE DETAILS HGT HEIGHT PROPOSED GRAVEL MAINTENANCE ROADS 18 MISCELLANEOUS CAPPING DETAILS AND ROAD SECTIONS HOR HORIZONTAL H.P. HIGH POINT 19 LANDFILL GAS VENT, GAS MONITORING WELL AND GROUNDWATER MONITORING WELL PLA — PROPOSED CONCRETE APRON ID INSIDE DIAMETER 20 MISCELLANEOUS DETAILS IN INCH A INCL. INCLUDE/INCLUDING 21 PROFILES I c� c4 — CROSS SECTION MARKER INV. INVERT K CURVE COEFFICIENT 22 PROFILES II L LENGTH 23 PROFILES III -- — N.Y.S. GRID SYSTEM LF LINEAR FOOT L.P. LOW POINT 24 LANDSCAPE PLAN PROPOSED GAS MIGRATION CONTROL TRENCH MAX. MAXIMUM 25 FENCING AND EROSION CONTROL PLAN MH MANHOLE . MINMINIMUM � MIN. MISCELLANEOUS 26 TYPICAL LANDSCAPE PLANTING AND EROSION CONTROL DETAILS PROPOSED RENO MATTRESS MSL MEAN SEA LEVEL 27 BORROW AND RECLAMATION AREA GRADING PLAN" NTS NOT TO SCALE 000000000 — PROPOSED STONE FILL N0. NUMBER OZ. OUNCE OD OUTSIDE DIAMETER PROPOSED RIPRAP APRON PERM. PERMEABLE — PROPOSED 6 FT. HIGH CHAIN LINK FENCE PP POWER POLE PROP PROPOSED � PSI POUNDS PER SQUARE INCH PSF POUNDS PER SQUARE FOOT — PROPOSED 12 FT. HIGH CHAIN LINK FENCE PRVT PRIVATE PVC PIPE POLYVINYL CHLORIDE PIPE PROPOSED GUIDERAIL R RADIUS REINF. REINFORCED PROPOSED WORKING AND CONSTRUCTION EASEMENT RCP REINFORCED CONCRETE PIPE REQD REQUIRED REV REVISION --- x '-- ROB RUN OF BANK - - - — PROPOSED GEOCOMPOSITE DRAINAGE LAYER R.O.W. RIGHT OF WAY _ -- - - EXISTING STRUCTURE SCH SCHEDULESD STORM/WASH DRAIN - SDR STANDARD DIMENSION RATIO - - — EXISTING RETAINING WALL SF SQUARE FOOT SPECS SPECIFICATIONS STA STATION EXISTING TRAIL OR DIRT ROAD STD STANDARD SS. STAINLESS STEEL - - - — EXISTING FENCE SYM SYMBOL SQ. SQUARE - - -- - — EXISTING DRAINAGE WAY T TOP .S TYP. TYPICAL — EXISTING TREE LINE UG UNDERGROUND — EXISTING TREES VAR VARIES r, _. — EXISTING ROAD SIGN VERT VERTICAL YD. YARD — EXISTING POLE YR. YEAR - - - - — EXISTING CULVERT PIPE W/ WITH W/o WITHOUT WS WATER SURFACE - - -- - - - — EXISTING TREE LINE DIR: 1314/GEN-CONST FILE: 1314-GC 1 DATE: WIM/09-18-00 PROJECT NO. DRAWING NO. NO. DATE REVISION INT. TOWN OF SOUTHOLD UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SUFFOLK COUNTY, NEW YORK X314 l.;.: 4 { , SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. SOUTHOLD LANDFILL CLOSURE DATE: SYMBOLS AND ABBREVIATIONS SEPTEMBER 2000 PROJECT ENGINEER: DRAWN BY: dh T.F.M. J.E.Z. SCALE: DVIRKA AND. BARTILUCCI GENERAL CONSTRUCTION NONE DESIGNED BY: CHECKED BY: CONSULTING ENGINEERS C.F.V. E.W.P./D.S.G. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. S -E�'�9'40"E ' COX S LANE 75.00 e - . I I / ), � • -- 1. - ! I ;� �� I now or formed I now or formerly Prime����I�Purveyors John A. Droskoskl 8c ° Susan Droskoski a a) / Q) ! ! 1 1 / & Z r Z Q c '6'31 '1 0"E9 / �; / § v ° -�-- R- Q§ f 1 0 0 0.,3' �O -' �O U U 0.3' �. MW-5s / Q) QQ MW-5D ^ O / O t 1 o ° now or formerly Bayberry Enterprises ' 0ct r ° ° o , / r k - o 1° co / (C) ' w Q)CD 0 / rl ,� 1 O O L�I O I 1� � • � O � r S57'04'10"E / o 203.19' 1 r _ S5 5'00"E f _ r now or former) Pud e Corp. now or formerly - - - _ _ _ _ � � X ��-•-- �- � - - 826.23' y 9 P X -- —X MON _ — — _ —4— •� _ I Roy A. SaheIin & - _ _ _ _ Joanne Sehelin ► X-::--X_ 17.0's _X= MW-3D N44`02'00"W I S22'48'S '48'50"W 101.28 Mw-4D ` _ ..�X X-` 55717X50 E �- _ _ 6 3 \ Hour or for�rerly * M — _. _._ :,._. — -��--,�+ _ �- -R-- _ _0 9 Joseph- - - ® --�-- .--�-._ — ,z.qC Si o e n s t e i n W I ' 00 M�MCN 1 W T Z MWW D ' P pow or former! MW-2S ���I I Arthur V. Jun e k 0.3' N57' 6'35"W — + 469.54° � - - - - - - i '0, now or" formerly o, ,a Nathan "Harris & / C5 �� Jennie Harris i - 4- - - - `I 1 now or formerly / APPROXIMATE LIMITS OF WASTE X -0. +N Robert Taylor 8c + 1 (Barbara Tayldr 3.7' , 0 243.60 PIPE ,w PIPE �S60*44'50"E O0.7'W � x 00 8' GATE 0 -` � N 56.17'oa"w _�_._t. 518.r$8831 S 68916S I 1 x x x ( N37`49'40"W X x x x- 75.58' VON 0.8'E _ W 06 'o j .� � N56'23' 0" _ - - 91 ``� j / W 409.29'-�� �' now or formerly Frank J. McBride �� o o 7:3 �` . (/1 c� N o O o n � g I I 03 0 I ° O I ^ 4 � 1 T f x O O (D 3 O � ? N. O —'Z•- _R°_ — ---- _ `� O O NTS cam► -- of UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S now or formerly EMBOSSED SEAL IS A VIOLATION OF SECTION Alma R. Williams 1 7209, SUB-DIVISION 2, OF THE NEW YORK I STATE EDUCATION LAW. SURVEY INFORMATION OBTAINED-FROM SURVEY PREPARED W 1.1 S55`19'S0"E MON BY YOUNG & YOUNG LAND SURgEYORS, DECEMBER 1997 O 103.12' fl ~ c O.TE MW N w o 2.6' ',N p mi 0 I ` E I I - - __ - - � REFERENCES: _ \ -1s 1 . STATE PLANE COORDINATE INFORMATION PROVIDED _ — — ' ROAD µW�1� N 53' 7'5ax ._. BY YOUNG & YOUNG LANA SURVEYORS. now Or formerly John .. P. Kru skl 0 �-� -�"-- "= �' -- _... - � 2. APPROXIMATE LIMIT OF WASTE ADDED BY DVIRKA AND y p "'- =x (A BARTILUCCI CONSULTING ENGINEERS. / L "x= -x--_` -- X '�' 965.23 _ _ _ ----x-_x , _._. ._ _.. L00 y� 5�}� t� o O - x_x_____x -- -- ._._ "- ,./ 2.5' ,� now or formerly I n w or formerl N54'S2'S0"W Eugene Martin &�. o Y Frank J. Alphenic Martin / Cide 480.80' _ _ Q' 80' 160' 240' D1R: 1314/GEN—CONST e N53 44'00r#W FILE: 1314—GC2 22.53' `ti o SCALE: 1"-8 DATE: WIM/9-18-00 NO. DATE REVISION INT, TOWN OF SOUTHOLD PRUJEc7 N0. DRAWING N0. L NS UNAUTHORIZED ALTERATION OR ADDITION t r J 15 TO THIS DOCUMENT IS A VIOLATION OF SUFFOLK COUNTY, NEW YORK 1314 o , SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. SOUTHOLD LANDFILL CLOSURE DATE: •. f PROPERTY SURVEY AND RELATED FEATURES SEPTEMBER ZoOo 1, J PROJECT ENGINEER: DRAWN BY: w T.F.M. J.E.Z. VIRKA AND BARTILUCCI _ GENERAL CONSTRUCTION SLE: CONSULTING ENGINEERS 1„ = 80' ' ” tea• r'` DESIGNED BY: CHECKED BY: =- C.F.V. E.W.P./D.S.G. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. 7 COX' S LANEJx EXISTING GROUNDWATER MONITORING WELLS hl PROPOSED CONSTRUCTION ENTRANCE AND WELL ID TOP OF CASING DEPTH OF STATUS VEHICLE TRACKING PAD. ALL VEHICLE NUMBER (FT,MSL) WELL (FTBGS) r CONTRACTOR SHALL CLEAR, FILL AND GRADE THIS TRAFFIC MUST `USE THIS ENTRANCE MW-1 EL. 44.83 54 TO REMAIN C, 152 ACCESS WAY AS NECESSARY FOR CONSTRUCTION (SEE DETAIL ON D1D TO REMAIN DWG. Na.No. 26) MW EL. 44.81 OF VEHICLE TRACKING PAD, VEHICLE ACCESS, —2S MW EL. 18.06 27 TO BE ABANDONED MW EL. 17.15 85 TO BE ABANDONED TRAILERS, PARKING AND MATERIAL STORAGE MW-3S EL. 48.34 55 TO BE ABANDONED MW-31) EL. 48.51 125 TO BE ABANDONED MW-4S EL. 63.44 71 TO REMAIN L 1[ -7 MW -4-D EL. 63.56 150 TO REMAIN 'MW 136 Mr —5S W' EL. 68.24 76 TO REMAIN TO REMAIN —5D EL. 67.76 55 — 56 TO BE ABANDONED 7-_- - - i 40' WIDE CONSTRUCTION AND WORKING EASEMENT MW-6S EL. 52.66 145 TO BE ABANDONED Z; MW-6D EL. 52.37 ABANDONED Z' 7- —7S MIN EL. 47.90 55 TO BE AB —7D 125 TO BE ABANDONED MW EL. 46.94 5s CONSTRUCTION TRAILERS, 50 TO BE ABANDONED —68831S PARKING AND STORAGE� 2 MW EL. 53.10 05 MW-68916S EL. 53.07 103 TO BE ABANDONED CONTRACT LIMIT LINE NOTES 2- 1 . SURVEY INFORMATION PREPARED BY YOUNG- & YOUNG LAND SURVEYORS, 4:z�A 1A r EXISTIN(� LA G V 11- -_ NDFIL� GAS MONITORING DECEMBER 1997. WELLS: TO BE ABANDONED (TYP) OF AERIAL TOPOGRAPHY, OCTOBER 1998; FIELD CHECKED BY YOUNG & 2. DATE PROPERTY LINE '' YOUNG LAND SURVEYORS, JULY 1999. 0 c j LIMIT OF WASTE CONSTRUCTION AND WORKING EASEMENT 64- ar WIDTH AS SHOWN -Q v J 40' WIDE CONSTRUCTION' -3D MW AND WORKING EASEMENT 0 tt 4D ,emst -77- 7 BORROW WARE A ti I WD mw 2s NEW-ELECTR I R CONTRACT LIMIT LINE �ITIO BE INSTALLED BY OTHERS C UTILITY TOWE TO ELECTRIC UTILITY TOWER EV CONTRACT LIMIT LINE (COINCIDES WITH PROPERTY LINE) r till gp E LIM C Ntw, la-0�TRIC UTILITY TOWER TO' ' BE 4NSTALLED ,_,,B`Y OTHERS 71 - 0 mW EXISTING SOIL STOCK PILE AREA 7 rx -�7 NOTE, EXISTING ELECTRICAL SERVICE, TELEPHONE `CONTRACT LIMIT LINE SERVICE, OVERHEAD POLE LINE AND POLES, THE EXISTING TOPOGRAPHY SHOWN ON THE DRAWINGS IS BASED ON SHALL BE REMOVED. EXISTING SIREN AND AERIAL PHOTOGRAPHY DATED OCTOBER 1998. A MAP SHOWING THE EXWATIO WASTE PROPERTY LINE RELATED CONTROLS SHALL BE RELOCATED N---ARtA LANDFILL BASED ON AERIAL PHOTOGRAPHY DATED ell ION) TRACTZR (SEE DWG. 25 FOR NEW SIREN LOCATION) (C-04 OCTOBER 1999 IS PROVIDED AS AN APPENDIX TO THE SPECIFICATIONS ---- --- JO REMOVE __TRIS�-- FOR THE CONTRACTOR'S INFORMATION. ALL OR PORTIONS OF ALL WASTE FROM STOCKPILED SAND, COMPOST AND OTHER MATERIALS SHOWN ON BOTH itl I AREA D L WITH THE 1998 AND 1999 TOPOGRAPHIC MAPS HAVE BEEN REMOVED, APPROXIMATE LIMIT OF WASTE COMPACTED GENERAL FILL) D SINCE THE TIME OF THE AERIAL EXISTING WATER SUPPLY WELL SHALL BE ABANDONED. ELECTRICAL PHOTOGRAPHY. IN ADDITION SOME REGRADING OF THE LANDFILL EQUIPMENT RELATED TO WELL SHALL BE DISCONNECTED AND REMOVED. " - .-. i , — i� 4, 10' WIDE CONSTRUCTION AND WORK14,NG EASEMENT SURFACE . HAS OCCURRED. BIDDERS ARE ADVISED TO EXAMINE THE (SEE DWG. 25 FOR NEW NON—POTABLE WATER SUPPLY WELL LOCATION) LANDFILL "FOR THESE CHANGES IN TOPOGRAPHY. THERE SHALL BE NO CLAIMS FOR ADDITIONAL TIME BY THE CONTRACTOR BASED ON DEVIATIONS kt�-_EXISTING TOPOGRAPHY SHOWN ON THE DRAWINGS ANDtl BETWEEN T THE TOPOGRAF�bIY OF E LANDFILL AT THE TIME OF THE BIDDING. MW-6!5 CONTRACT i -LINE 4 COMP*Et WITH �MIT MW-6D PROPERTY L�NE) rk REMOVE EXIS ITY POLt ON LANDFILL IC UTILITY T WER TO PROPERTY UTILITY StkVIC�S LINES UP TO OTK BY,/ R BF-` MOVED -POI1lII.E ON TU ADJACE -------- "UTILITY. TOWER--�' THILL ROAD IN ACCORDANCE -NEW ELECTRIC 1�11 EQUIREIMENTS OF UTILITY COMPANIES. T - ------ 0 BE SULLED BY OTKPRS -ID W ILL 4 RO 40' WIDE CONSTRUCTION A D AND WORKING EASEMENT 160' 240' 0 80' 77— APPROXIMATE LOCATION OF FORMER 'But I G_ WATER SUPPLY WELL TO BE ABANDONEO" BEEN REMOVED' = _ J DIR: 1314/GEN-CONST FILE: 1314-GC3 PROJECT NO. DRAWING DATE: WIM/09-18-00 No. DATE REVISION INT. of WE UNAUTHORIZED ALTERATION OR ADDITION TOWN OF SOUTHOLD SUFFOLK: COUNTY, NEW YORK TO THIS DOCUMENT IS A VIOLATION OF 1314 SECTION 7209 OF HE NEW YORK STATE DATE: 0 0- I sEPTEMgER 2000 I I I EDUCATION LAW. SOUTHOLD LANDFILL EXISTING TOPOGRAPHY, LIMITS OF WASTE AND CONTRACT LIMITS PROJECT ENGINEER: BY: DRAWN SCALE: T.F.M. J.E.Z. DVIRKA AND BARTILUCCI GENERAL CONSTRUCTION i" $0' DESIGNED BY: CHECKED BY: CONSULTING ENGINEERS C.F.V. E.W.P./D.S.G. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. E L 'j L . , _ _ .� zJ ' __ - -r _ - : �'i; - - \ ` , - - ---.. •�.r c --- - -�_ - - !l' �..__ - - , ',rte \i i. _ - \ •' - - -- - - ----- '_.. _ xx.c..,;,. 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SEPTEMBER 2000 ,.�'/ ���y i PROJECT ENGINEER: DRAWN BY: Y �� r =' T.F.M. E Z DVIRKA AND BARTILUCCi W . - c},�-. ry_:-, , GENERAL CONSTRUCTION SCALE: - ` (?,' ,.';v DESIGNED BY: CHECKED BY: CONSULTING ENGINEERS 1"=fi0' C.F.V. E.W.P./D.S.G. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. - i ' . I -. . 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UTHOLD E _G`;RiADE Co_L',' 014f, N'L-A E PRWECT, 04004CER: DRAWN ErY- UC AN,, Q U N fa WEST ND BARTILUCCI DVIRKA CHECKED BY: CONSULTING ENGINEERS DE$MjlkD T'\&" , NSTR TION t 7 om" �7 A DI P.C. C.F.V E.W.P./D.S.G. VISION OF WILLIAM F. COSULfCH ASSOCIATES 7,C N ........... 7 A/ A 3D, u; 1 f. > k fv L + dol 17 4/1 A'T r I- b 'A tit f�, IRECHARGE BASI NO. 3 t +F1 1 .d 2 2 2' DEEP LEVEL SPREADER +7�3 c; z APPROVIi +171 .5 z < r LLJ 17" LLI �z < T I t 0 2 TYPICAL SWALE (SEE DETAILS ON DWO. 16) `4 LAJ It (14 7,� -40 MATCHLINE SEE DRAWING NO. 7- DIR: 1314/GEN-CONST 7 1314-IGICS FU. DOE N Q,- DATE' RMON UNAUTHORIZED ALTERATION OR ADDITIOR TOWN OF S H To �,T S '.�WCL OUT EW 'IS A VIOLATION OF -NEW YORK STATE SECTION 72(4 OF.THt SUFFOLK COUNTY, NW YORK EDUCATION LAW. N " RS fA SOUTHOLD LANDFI LLL -CLOSU RE SUB RA E "0 T,0 PRWECT 046WZPI DRAWN BY-T.F.M. J.E.Z. DVIRKA AND BARTILUCCI NORT L A �N ED RG ARTIA. L'': P QQAf%RANT c HECKED DESIGNED BY. BY: GENERAL CONSTRUCTION' PiFiV. EXP D.S.G. 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TIE 3 _7 (),F Mt7FPOM",tJMfrS-OF' �7- U1 M, CAP , T 3,,�r LOCATE tAS'-MONjTORJNGr wElAs" r NOTE F V,`G1 G N j tw RATIO -CONTROL TR� CHM N PROPOSED LOCATt N OF TKNCH GAS� MIGRATION':CONTROL X -=-RECHAW MAN Na _4 Ll +m _4 q .2 Uj "A, # \N, < 'OK v jdbL -2 -120- r -1:77 7777 A, 0 7-7= GA.7 PROP� r�7 GAS h �p LIMIT LEGEN -ED LANDFILL GAS MOWTORING �,2 PROPOS LANDFILL GAS, VENT Gt WELLS , -GAS MONITORIN well EleMion of Numbe, Surfo '(M5L) Length(ttj Elevoitiop (0) Top of Scr n ee 46 .43.0 43.0 43.0 3 43.0 MW-4 46 )0 -6 47.0 GMW 54 Gmw--6 GMW-7 48 45.0 30.00 �'-COORDMTEt FINAL JON& Gmw_8 45 42.01 �OCA'f ............. T` �GIWW 48 45.0 r ,A$ MONMORL �71 -110 41 1 AGE PIPES- GMW 44.0 30,00 MD, STRU Gmw_1 1 54 51 GMW-12 50 GMW-1 3 TO 47 G -14 MW 4 45 30,10 1 1 L GMW-15 49\ 45 PROPOSM: )CA 14 'CH -0 TREN �VGRATJOU C D!�MR MONITORING WEL Elevati067 of e %�n§*r Top' of, Screen (ft) Surface Elevation .48.50 �;7 -0 0 mw�� 0 L 4, E" N M1w 46 U PROPOSED LOCATION Or OAS MIGRATfON ' CONTROL DIR: 13 1*/GEX--00N5T ............. t114109-18-00 DATE RMON NO. TOWN ALTERNTMON OR ADDITION - S1 10 OF UNAUT+fORIZED :)0. LD, 7 CUMENT IS A \40LAT40N OF -,SUFFOLK 144M YORK 31 SECTION ,�09 OF THE NEW YORK STATE LIJ L^LL I N4 Ur.I LL L,ELUCATI LAW. SOUTHO] j r �p .0 R IN G W ITO PMXCT O*iEM. DRAWN ey� mr N n� W WA T r�M. J E.,Z. JDWRKA 'AND BARTILUCICI 'TtNG ENGINEERS cHrLcKED sy� U T 11UN Uh N t KAL UUN tKU CONSUL P C.F EA A DIVISION OF WILLIAM F. COSUUCH ASSOCIATES C* .; - - _ - - — - - - - - _ _ - ;:.� _ � , - r:, - 4. f .. .. 1} v .., , . r � , R ,. ... ,. t .. ,. t... .. .,... .' ." �, �. 4� q .X�Y - _ - ,- - M� .-. ,a- - - - . a� . � . • .ry .. 1. ,. -.: � - '� -y n .. .. .. ,�' .� - .. .. ', "n .- .w: -..� � - ... r .- - .• . � .. ,. .� ..� : , , ,.. .. - . ,.. . ,., .r'. �''` .. � :- , ,, y : � � � � � - : - -:r-. „Y,,, f.- 4 ..�' '� •.��„ .. ', _': ',. :. ..' - � .. - - .. .. -"•Y+" moi• R'� •. "f�rl �' NSG 'STEE •:C' ED. L �, •N s*f• :� ��� �/ 1, � T� it . ,• 1' ' '. - x- f �, _ - .�.. .D E �s� 1 `.�' L .. „ . , u,. , .. �, :. ,. , , .: . . . ,. . ,�. .. 4 . � {A END OI: PIPE ... r'� - a �, i�, ,z.-, ,. ... .: ,,, _ , : VCS 0 COCK, HOSE x HOSE _ : � ���.� .: ,. .,. / !.©CKAHLI~ CaMPRESSk4N PLUG , HiNG L? ST h` �:I�R£��Tk1�E . . x E EES: CA ,. �,.. .. ,� � �. -. .- - 'E - • '. ., n:,. ', �. : :., :. _s, � _ �{��'ATION VE ,;�. �• . ': W EIS r�z' _ .. _ ,. .. .. . . — � �� „ HASP .., . - � - �'. i. � � .:. ;.. .; �, ;; .. N a O , N-- ., ,, . .. : ERO$10 C NT6� L BLA #C�' " - - . LOCKABLE COMPRESSION PLUG MIN. 8 S4UARE X 5 LONG STEEL PROTECTIVE �YEATHER RESISTANT PADLOCk - �( is - : CDR �� .PAD s� .;. ;_..., :; �„ ... _ ,: ': VI;I�ETATIVE. :i �WTH MEDIUM I � CASING Wi�TH HINGED LOCKkNG CAP - , .� : : '' . „ �-i-1�ARf�k>�t .�F��'1`�GTJk LAYER I I PAkiVT CASING AND �aTE�iL WELL f�4'S.. 2 k.ETTER5 , � ( ) - Y 1 °<` I -x �, �' „ {.. ` ,:" ,. :,: 1;. .. r; ., . .. _, . . ., I I MIN. $ 5 �ARE X � LONG STEEL PIS . ..� . . . ,; 80 ,MIL 'ELOPE• TE�kTtlR�D SECURE TO INSIdE OF PRO C I S N „ . ,� • ;, , . .�,..`; • TE T VE TEFL CAS! G �. .� • : .- . ., ; GEOTEX"F'kLE WRAP .� ,. 6 CA�If�G WITH .HINGE�1 LOCYCING'.CAP � �- � ;. �, •,' :' , ::•r`•. GE�IEIvl�iI�ANE. I POSITION VALVE FOR EASY OPERATlf1N ,, z :..�N�....�....., �AS 'tENT�NG� LA R I i i i' 4 DkA Dk�All�t HOk.E �. �'` .,,• .:_ • 6 DIA. SLOTTED PIPS � � . i f �' .. �. I M .,: : . - 1 x� SCH 80 PVC, SLOT 4.120' .. ...:.•.. ... •. • .-•..-:..•:. 't;::.�"::�: 1 ' ,�. .. .. .. �• •-.�,..•..•.•:: TEXTILE " 5 ` ( ) " r-r�r�'•` �-�.�.,•.T�4�-,.s-T-`--'f�'PE. J �E(7 1< I 1 " SE4PE �'0 DRAik�t _ . VEGETATION `:, . , `•, / 1/4 DIA FLEXIBLE PVC TUBING SECURED . 11 I ! f I I 1 ! I I k I I1 -► •-` _ r + . : ,, ` �. WASHED ROUNDED GRAVEL . i . k . I . 1 . .II . � . I . I . fi . I . f`�_ WiTH S.S. CLAMPS AT EACH END. � i ..- : :.•�'. :.' .� . �.l . � V � COhITOlJ�R GRADING MATERIAL � car � ..•�. •. . •,: . •.. , O � • (�? O — 2'" I:�. SCHD; � PVC RtSEI� - CAST IN PLACE CONCRETE "PAD O O I I O , a. PII+'E. -��EAQEa; FLH - .. ry�{ !.T P t�, � 4" DIA SCH 40 PVC DRILL AND TAP 4" ,DIA -PVC WELL PIPE � $�,•��� tt��`'' FOR THREADED PVC NPT MALE PIPE ADAPTER, C � GR�'1U7 " U ^ ` 1 f4 x1/4 , NPT(M)x TUBING fD +,� ND. QQ: GRADE, : . � SILiC,A „ O � WASTE " " 8 [,Q� _BCJ�REf �£ i . - � 000 � � ; �' O �. n P�ac� . . Q � I � 3' �' BENTONITE .SEAL (TREMIED) � pENT4�I�TE PEt,Z:E'C• � , : . � . ' ' ; . O O O � I . SEAL '. P, - O O` 0 N0. rJl3,:GRAp14, `Ski..IC� "� � �` ` . , . , :.- 12" SANG i�AC� . . . SAMP INS VA V , °�: : � .� — � � .� O .�. L w� �ETAi L � �'' �" 't}IA SCH '�I.O PVC ".��, , . �' O O O NO t Q -s � R•;: O A 'A Ir. , ILIC . . F � � N1TOP� G W : ,. � . • , , , P �O N ESL,_ . � - _ , , : �� : � � „ , �• � � ,_ �,0 ,:� 4� �., O ,:� O r iNTERIVALLY THREAOEI, #•`LUSH �OtNT, , � NIS � � -----�— ; � ,. :�:; <�.. � N.T.S. _ � �'; . , WELL, PIPE x . . _. q 4�,: j� : . ,_ .... z::., .,. . r ,_ . . _ ,� GR T� , WELL AVE L ,.� .f {�^j{ - V �. N ti"' w 4■ �� ,n� �. .. .,.. - - r—mow.... 1`,, '� __ . ., 2. 1.t3. t� 41�, ,�1� 11 PE , .. ., i. • : x -.. .., . .•. ,. SIA RETfisJRN BEt+tD 1 CI. ��� GREEN . (51✓H "`80 PVC} LUG _ . `• , • . :.�=�-�--fi QiA NT PIPE SCH, 8 PVC F:: � ( O ) .� , , s ,`. - ; , ,. , , . .> �, ;: ": :• , . .� SIA c�uP�.ING �scH 8a PVc) 4 DIA SCH 44 PVC .h _, r INTERNALLY TFIREA pED, -FLUSH JO1 T ,'.- .. �.. ; , ,. , ..�.�AINLI=SS, STEEk. CLAMP -, p �p r : . , n' . � SLOTTED SCREEN (SLOT 1�fl"� AT ,,[T► '� �T f�.�: ,. ,. .: � , � " ' � ; : i� BAftRI �R pRaTE�cTIO LAYER - • . 2 a t� � N ^ - - ` - . . : T �1" T N � �' ` � u `L to VEGE''FATl1�N SCREEN . .,, , : ,' , ,. _ .. ^ cn ., ,�.� _ - LENGTH VARIES 1 ' _ NTS' ►`� tom" ? ^:,- .. �.:<. - , „ , , ,. -..;• ,: � ,: ER:�StON �+QNTROL BLANK�f' �' _ •;, .. • .• INCRE OF �,:..: r,. ATIVE .GROWTH' I'. . . VEGEF MED 4JM MENTS ° 5 - � : • .. � - _ ., x ;' PkPE '80aT SEE "TYPICAL. AIL • , - :, : .. . . . ., r :., N .. ,, �_. � . 4' ;r rwu� EL B O O EQr�E BR N tV d TE• , AN:D CLA•�IP TQ VENT PIPE " . . - ,' . .,, -. . .. cy �. r..::: - ` �" ., �3E�RTH {� BC3TTOM OF WELL - � ,: ..� . .. . : , .... ,. G OIvfiP SITE. DR'AINA E . R - ' SCh2EEN 5't AB©VE WATER TA LE , G , . r; � , 1��T'f�?NL Ek.EVATIQhI VARIES • � TH ,,.. . • E� : .. . . .; , 6 MIN (VARIES) I i . :.. I I I f 1' i • I i I I �: •,:k, ,.t fi I .I, I GpS VENTkrJ� � �EO GE(31ufEMBRAI� �,.PR `. TY '.SIDE O O � - O � . O. 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DAT£ REVISION INT. .. , . � -lrl� UNAUTHORIZED ALTERATfiON OR ADDITION TOIWN QF S4UT>-�OLD PRa►Ecr xo. �. . i .�'� ©�, �, � Y�y TO THIS DOCUMENT tS A VIOLATION OF SUFFOLK COUNTY, NEW YORK ��1� ` �' h� ��` '�� � SECTION 7249 OF THE NEW 'YORK STATE ` ; , . o �' �` EDUCATION LAW. S��TH©�V LAND�'1LL CL��UR� j� � � Y O - � � � � _ • .�.'�■K'�i���w.�..����VA�VR� D ETA!�� � - � � - Y sEI�T��` !! _ " ` . • � � �.t DROJ£CT £NGIN�ER: DRAWN BY: .• : �•. �� � ` ,� � � ,�� T.F.M. �.E.z. DVIRKA AND BAR�'lLUCCI � , � a 4�j i GENEF�A►L �ON�TPUT{ON �, .. ��_ �� `~,:�.,,. '�,," D£SrGNE4 BY: cM£c�c£D eY: C©NSULTING ENGINEERS '. r : . . . ---- : . i , � .. C.F.V. E.W.P.f D.S.G. A DiV{SiON OF Wkk;� F, GOSULICH ASSOCIATES, P.C. : AS' �N. E , �'`, � _ _ .,�_ .. • , , �'._.- _.- ,. .- ,,. - � - - - •1 - - -- .. - - �. „,,,yam; i , , 78 `. PF dPO D FINAL 4 SE L G DE Y POSE , P O D UB S E wl 72 72 A A A n �`' ' 66 ,. 66 _ . 7v 60 E ISTING DE 60 vi 54 54 48 48 . 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I. �� , � ` L I f , � . L� . * � \ , ,, �' � , , 6 11 i I � - � ,� / - I ", � L J} y� ! -1 / �° 61 -.. - 5' - 1 i ., Tom' r .+yn I' 1 \ \ �11 , n " . i' / \ - f .4 - - f/� _ � u J: - I �+ V Y r y .� .. ..,: . ;. ,�, ' s. - '>� - ' ~ N LANK �N / r 59 ,. Lf 'Fa F�!``HIGH;,Gti .--' . r . 5�'6 LF-6 ,IL FT HIGH CHAT LINK NCE_ - - r - . . :. , ., . -. -''� i L 1, --- //f j I „ ; r " Y ..? / - _ ", �,- I 11 _ / __ _ _ - .!, i r, } 66 , 1 - ' n1. ,� ����:, I , , . .1 �L . I 1, 66 ,� tfI 11 - '` 1' \ BtIC'D`NG \ I I I . I Ek'tSTING FENCE T4.'REMAIN r - �/, \ 1 6 \ 6 1 1 1 /I I \ - - �F \ \ a E ,f / REPLACE EXISTING FENCE WITH 1 16 , t 1030 LF-6 FT HIGH CHA LINK FENCE ' r - , . 1 1 r - '- ' , 11: %6 6 - - /- - .. /- - 11 6 / - _ - 'I , . / � . , / ' / / / / - - , ,�" -�' - 1, 1' '` .� / / / / PI Oi ExI$1IPIG FENCE' w rH / �_ I I I I � . \ - � � cONNECT NEW FENCE , x' / / /' ' LF-'S FT HIGH CHAIN 41NK FENCE" t . - TO EXISTING FENCE / / ' / / / . . . , . x / 1 - �,,.- REPLACE EXISTING F WITH i �'/ �,✓-1 I �, �' " �%x` x- /s °" 1Of LF-&. F MIG I t,HA1N„LINK,, FENCIw6 1\ . 1 6 _ f /, --ti \\ , „ // "r r-r rr /rf /r f/r rf a a / F t,F /�' 11. k ! rr rr ;yr :/* �r.:. '�'= --'' RE E EXIS.-MNG FENCE WITH• . F NCE WITH, r �, '� . w / / LIN INCE REPLACE EXISTING( fE R 'e I--,' ut /. 33© F�-6 .FT HIGH CHAlN NC 355 'Ll`--1 Ft HI H CHAIJ LIN# EEN . \ I \ !+�r�� / 11 I - - - - 1 , ,/' - \ - e / . 1 6 1 .� I I . I� 1. 6 1 I, I � �, I I . __��l 7 6 1 6 �11 I ., \ - ,... .. ' / / _..,r,_ .� .� t r , . p '.. �� 1 6 .I - � I.1 I \ I -_ 6 6 6 1 1 . I I L . I I/ 11 I I I � // ,, / /" _ /. L . _�-, I I 1 16 � I ,I N I 11-- 1, � \ � � _�� 6 11 ! . r,r ., / :� . t �RECH�4RGE AS N' Nd. -. ` -�' ., . � 11 : �11.6111 16 . / , - - _ / ' r / k i 7 / `I / /� •. i t .. f -1 I �F \ / i s r - r / .�. { 1 1 . Y / / / T G FENCE 11TH X1S IN n a'. "x - ., - - ,�.. - , �, ,, ,, �....� � � /� - IN ' LINK FENCE . �-. � �. -.: _' 4 2 FT HIGH, CHA r, ,_ / / REPLACE E rll� / - / / . / / # ' a , . r . / - ' „ - , !, . y - -.., ,. Y , N '4• r _ \ - ,I , I \I . / - , / �' _ry u r - , ^R } / . q I 1�-?A. r 1 / / J { „ „ . I" _ - - - / R B x „ / ff / k r 1 ff/ ... 11 I - ( -' r �.LL , j R . , , , , / r \. _ 1 f CT �'-__. - ,FENCE : I - 4 `i , .,. _ NTRA ca _ /'� Iii E L 11 I .�''` LIMIT �%' IM t , ., .� �' / / S - , \ 3 i r �\ ." r � - . i/ f f / J %v i r f / °N W FENCE` . / CONNECT E 11 � CON RACT. UMIT LINE ' Cf31NCIbES WITH j \ ,,\ $' / / ,� �' i - T EXI FEN E , , 0 S I INE \ /r'; 1 ) � _3 o�E RTY L r . / I _ ', , / / i f r '. r t , / r 1 "\ f ., / � - ,, � L'\ , �l . // \ }{ 7 , \y + t� / - ti �-- �ti �• f / / / . IL / rr / / \ } r- lk . '3.7' �\ t `�1 00 ' 11 CQNNECT NEW FENCE \ �' '� e / J �. / le /. `� \ i / 1 ; .s -' " -_� x+4 f � . TO EXISTING FENCE i ; � ° '� / / \ ,/ / * /`: .� I , j I , " : \111� , i \\ - 11 of' i . �_ _ / / coir EW �I, �_ U ,,,^.. '- - aaOm a I / / /"ter +« / .. - -y' I' - x , ,r L, oo { Oa / .J` t TE , �- / / �, / / ,� -'� EXIS 'WING >`ENCE- c�,� oar 6. yam.. �\ \ .� m _ -- TQ. I EI IN' - t -7 r / _ - \ REPLACE EXISTING FENCE WITH ` �,°�q O / A00a000 m / A a ° _�_ f f --"` ---- _ y�..� NCE m a ! oa° / ° 'aaa c°'" -�.'.:.� r 1 Q . ,620 LF-6-FT HIGH CHAIN LINK FE- 0 ice,.. '� \\ _ / " � a oao v A m :;:'. oo' Q \� ,� . r ° oa " ( \ 1 1 - . IT I I k, TA m \ - j I . +.. " Yom•-- '� a" ,/ _ --r.,.._•--- ' - - - 'I• -„ o _ - I\ a ,� I f4422 t - - \ / _ / - _ / / /r �_ t � - " � I, 6 . I ... I� . I I �. I \ I � . I . 6 / :<,r - \ 1i 1 0 R a _, , /� ;. T FT HIGH / / ___� . / / 20 WI POl'1SLE)SWING GAR E�� I IX � \ / / r lam__. i. /'� i ` `Y WELL - W;�T�R UP PL YV v' / / P D' �'' / '" / plea QBE I--__- �f / i f / / • 1 / r T `LIG HS FLO 00 1. I ., W TH �� �_ �'�'' � aP SEE R f / 1 ,5 / I �• ri / `` I �l i '1 /J 1 i, r , ,, _ 1 \ / / r' ,' ELECTRICAL' SERVICE ,;:. _ EPIAGE' EXISTING FENCE WITH, �_,--'' � / �1''� / .� / f F; 11 . F CE �' PROPOSED OVERHEAD I !N UNK EN ✓� PLY 1=LL -6 FT HIGH CHA .� > %' T � StF . { \ _ /// F 1. / / 1 t, w / , L �M �j (} - / / /n WITH kri / ` . \ . j i �} HAI LINK CE , . -, .1 /( / 34 LF 6 FT H G _ �- / / / \ . \ / / / �' t i� ( / I 11 : / I i •,. ,Y"` ,. I N E TH t EX. �' „ 'PIA E STI 1 \ . �.. r✓ N E a - NK 1='E t Ilr ,/� / � 1 '�LF FT HIM.^°�CHA:tN L I ;/ �11q � - �ti/ - - .A" I / . /. / // / I I------ f r•: / / / J / o ti , i~ CE WITH t r r, � . I . I I I . I -,- ,----,-- ,1- 6 . �\ I I 'r v � / �_ / / I—, / � / I /, i' m G E I 1 . 6 - � - _......._ FF�E7CHARG' E3,�lh� Na2 ,. -f .- �/ �'� � E��" E �L�.,. ,,.- , 1 / . /� o HIGH C tltdlE-`FE,NGE /' '- - / / / /}c / / gip, t .., t v -, 1 6 \ I . , __1 . ___� I I � - r . - '' I l___, -_ �{ o�SamG000a .: j - / a 1 \ « i m k / i \ � . a T f e \ L _ „ 6 I - / - -""-, 4 , I . � ,� _ -� 1 = �` f -- .� _ L - - w_ - 6 61Vl� r - - i N C ROL BLANKET \ .� 5 {` � � �,, , �, I I ' ERAS Q Q'NT _ :^x •`'' � � � �� ��� I � Ll 'r' k IC i:' NTROL F 8R C� EROSION �a ! _ _ - , . -- , . t '�p Tti , 6 FT HIGH 'CHAIN LINK FENCE .1„-• . \ ;,+!4 _ L _ _?� "I 6 1 77"'107 , L I.: . \ r - I - J 2 FF. NIGH CHAIN LINK FENCE \ ,,-{ I REPLACE ISTING;FENCE WITH - /'�.< ,/ _ �,_ / / ''f' - RAIN LINK FENCE - / " k' 1 1 f 6\FT HIGH C ' t 4fi .. �':..�. ASIN NQ '� � � . CHaE � 6. NOTES: \ •�,r';66 ..��� - r, <. 6. \ r FIRE SIREN (RELOCATE OUTSIDE - � - :, , . } UN ` FENCE .AND GATE DETAILS, SEE. DWG„ _ 1. _ FOR CHAIN ,. OF CAP, INSIDE OF FENCE) - _ \ - PROPOSED OVERH`EAI _ ,� `""` } . „ � ~ / I SCALE: 1"-80' - \ AND TELtPHONE - .: �.. . . . ELh;CTR,Ic�aL /�`. - , _ ' . - , .. .• , . - - \ I i DRAWIN+, `:, : pRpJECT NO. TO 5 R , 1 E C1fA5 }.• t` . a.c -crn;FT .- . ' _ „ • fit: .a at e». , ,, f \ -11 c2� . , „ x� 4G 1314 �., \ . - a- T N " ,. ' war t s Q rt-" t �. 16 k -d. - - - - 1. r. - , i 1 fT 4. :a'. _.: -, " INS',' F:::.,,.. OR A©�IT14N 'SUFFOLK CNTY ` ` ,. „ , r ' .,,. ,• ' ' �xx,. bx� �; ', ;;;;+� {�► , . .. 1r � UI'�AUTHtJI�12Eb ALT1=1�11flN' , 11 k - _ a:: ,, DATE: 5 C? T I .1 I 4C11MENT IS A V1QLA71Gt� QF :'. - , �� } " P Q QHS p w � 25 , ,•,- ,: .. . .: , , 4 TAT _. k�� I r . 2QS� QF" THE NEW YE?2K S . E \:: . . S£pT£MBER 2000 ,� I -_ �_ 1 6 . I � �� - r. SECT 0AI . �, ; 6 . L1 V [ - �{ ., p A' f � TROL T," �t V � _�� .. 4 , 6 EDU+CATIQN L `ENCI: l D ERO5 O C� 1•. .• - _ 'e,` : ,' - ' -1 - % .. - %' '' . z �' SCALE: I � . 0 .' _, -. .,, , ." .- ...- , .. PHO I I ��,� WAWM 'BY: r :.: 1 80 - 1 ,, s. . ,r: . , . 11 � �,. �.�'!�. -J.Ez. D1I��Ka ��D BA:RTIt.�JCeI �� J�L �! `��� �} �Q'� , ,. . . : .'. :,, ,- .� ULTING ENGINEERS ,, -, - ' r,. , - �H - 1 „ CHECKED BY* , -. - : kM:": �'- r . _:.-.:..o ASSOCIATES, P.C. . ,.a , 6. 1. _ . - �- � � 1 6 __ ._ - _ p .. 1 I - 1 C:F.V. E.W P./C};S.,G. A RN1St�N t>F WILLIAM- E CQSULICH _'L-L - _"� . 6 I— I— " t � � .I . - . 1 2.:- l 61 .- .1 16 � I .�,, - ' 11,- `1 - - .. I 1, I � 1 6 1 . ; 6 6 - 1'11111101111111111111111�,, -- I . .6 _ - .� �1�1 6 6 . i� 1 6 �l 6 . 11 I . 6 6 . . � 2�) - �.61 � , . '�'� ,, , 1, I - t � �r- . 6 �1 6 " I 6 6 1 16 - I I � I I 6� 1, I , , �6 : V6 , , , r � I I I . 6 L I . .,,'-' � : . t . - m " •,. . _. F -_. - 6+1 1 -1. „!, r . _�l ,l c- - , SOIL EROSION AND SEDIMENT CONTROL NOTES: t. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES :-F ''ISTALLED PRIOR TO WOODEN PAST ANY MAJOR SOIL DISTURBANCE, OR IN THEIR PROPER _r,_`UF AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. A. C. PROVIDE OVERLAP AS SPECIFIED ----�"WOOD `N POST "4"x4' " PREPARE ANCHORING TRENCHES 2. ANY DISTURBED AREAS THAT WILL NOT RECEIVE PERYAN. rr TORATION WITHIN OVERLAPS-BOR`d URPER, END C, TEN 10 DAYS AFTER F T WIRE FENCE 6 ON CENTER AT THE TOP AND BOTTOM OF +» " ,< ( ) FINAL GRADING, AND NOT SUBJF �T .='VSTRUCTiON LOWER STRIP AS IN''"e ANTI :. SLOPES.. 'BURY THE TOP ENDS TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY COVE=i "t'�E ;:)iSl"URBED AREAS All OVERLAP "£ F TaP ' kNI WILL BE MULCHED WITH STRAW, OR EQUIVALENT MATER A RATE OF TWO 2 IG - ) OF 1CH MATTING STRIPS INA STAPLE AS SPECIFiED. , TONS PER ACRE. MI.RAFt 14a FAI3R •�._.�--= FOR EROSION CONTR{31: -�•w•---"-- TRENCH 6 INCHES OR MORE IN OR EQUIVALENT FABRIC :AND EROSION MiRAFi "140 FABRIC FLOW . DEPTH. - STAPLE AS PER OR EQUIVALENT `�' z SPECIFICATIONS. CONTROL BLANkET ON 3. PERMANENT VEGETATION TO BE SEEDED ON ALL EXPOSED:' , r�E_AS WITHIN , H TO BE US -'1S' NECESSARY FOR '� LANDFILL CAP AREA. TEN (10) DAYS AFTER FINAL GRADING. MULCH_ NT SEEDING IS - GRADE i_ PROTECTION UNTIL D ESTABLISHED. GRADE FOR EROSION. CONTROL 1 , 6TLANK I li+t' BC3RRC)' s BACKFILL AREA, AND OUTSIDE 4. ALL WORK TO BE DONE IN ACCORDANCE WITH THE STANC-=,1?D'.': FOR SOIL EROSION AN CKFI GRADE " LIMITS OF CAP. SEDIMENT CONTROL IN NEW YORK. ri S. IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ;i'at�^ GH ��, - .,b, ALL CRITICAL AREAS SUBJECT TO EROSION (I.E.; STEEP S �< ROU kw, ' '>•,.: :: : = : : I-: . . : , , : .. " . a; � LOPES AND EMB �1 ENTS) E AW S -; 7 EMBED: FA $R1C OF STRAW MULCH OR A$LE EQUIVALENT, „ STAPLES A5 WILL RECEIVE A TEMPORARY COVER } A : # �• D. PLACE ST AT A RATE OF TWO (2 TONS PER ACRE. Y ; SPECIFIED L.I a T r , � O G OU TAMP 7H TOP�-F p R ND E TRENCH FULL OF SOIL. SECURE WITH ROW OF ANY STEEP SLOPE INSTALLATION WILL BE BACKFILLED AND STAB!i_IZ D A EROSION $ Of.D Ofi •MATTING 1 6 E DAILY, LY, .f r, • _ - - . - , ®DRIED.. IN SLIT ,t'RNCH A��iL}':, STAPLES AS SPECIFIED. TAMPED,�bOUI�. ROW 'OF ST,API.1'S. AS THE INSTALLATION PROCEEDS (I.E.; SLOPES GREATER THAN 1 ;. CURE WIRE FENP SE ERO$l% $TOPS;SHO: CE :FABflIC TO POSTS WITH VVE Ti-I f,. TILS OR STAPLES. '# 7. E ENGINEER SHALL BE NOTIFIED 72 HOURS IIN ADVANCE OF ANI'" LAND DISTURBING ACTIVITY. IN�aT;�,.EF� ,,�T T�II` ,1�AII�Pt3INT', QF, 2; SECURE FILTER FABRIC TO WIR FENCE RI » .—..�..�,.:- SLOPES t�t�'f�iR.';T#�I 54 FEES" , E, FAB C WITH TIES SPACED EVERY 24 AT '" IN LENGTH; OR �i SC3 mor " 8. THE CONTRACT R 0 SHALL TAKE NECESSARY MEASURES TO MAINTAIN DUST CONTROL. TOP AND MIDSECTION. INTERV*IA `MEAS'I;RED FROM TOP .. S..w DIRT HAUL ROADS SHALL BE SPRINKLED WITH WATER R V S 0 GIVEN A SURFACE OF GSE OF SLb€� 5. TALL' CC N:7.5. CRUSHED STONES OR WOODCHIPS AS REQUIRED. VEHICLES SHALL BE CLEANED AS 3: PREFABRICATED MIRAFI ENVIROFENCE, OR EQUAL, WITH NET, BACKING MAY 8E SLOTS FOR EROStE3� CONTROL'' ' ABY, PRIOR TO USING PUBLIC STREETS. CONSTRUCTION SITE TRACKING PADS SUBSTITUTED FOR LD FABRICATED SILT FENCE:' INSTALL PER "MANUFACTURERS NECESS FIE BER g FABRIC IE1rE ' 25> L ?� F SHALL BE CONSTRUCTED AND MAINTAINED AT ALL ACTIVE SITE ACCESS LOCATIONS. INSTRUCTION. NOS 1. APPLICABLE FOR EROSION CONTROL BL�+NKET 9. ALL SOIL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE LOCATED !N THE FIELD AND EROSION. CONTROL FABRIC. AS REQUIRED OR AT THE DIRECTION OF THE ENGINEER. THE CONTRACT DRAWINGS ARE ., - - W THE LOCATION AND DETAILS FOR ALL SUCH DEVICES', BUT ARE NOT INTENDED TO SHO T' PICAL ; IT UI T S� T" g-Al TO BE E A REASONABLE GUIDE. =: ,; US D A5 ' - EF�C� I+QN PRQTECTIC�N W ITH I STAB I I AT'I r�ATT N.T.S. i 0 N S. L N.T.S. . ANY CHANGES TO THE SOIL EROSION AND SEDIMENT CONTROL PLANS WILL PEQ IRE THE SUBMISSION OF REVISED SOIL EROSION AND SEDIMENT CONTROL PLANS 0 THE ENGINEER. THE REVISED PLANS MUST BE PREPARED BY THE CONTRACTOR AN PIUST HAY BALES (TYP•) 2"x2"x4' WOODEN „I MEET ALL CURRENT STATE SOIL EROSION AND SEDIMENT CONTROL PRACTICES. STAKES (2 FOR EA. BALE) r _ 11. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS. I. 12. UPON COMPLETION OF CONSTRUCTION WORK AND AFTER FINAL GRADING AND WHET i ' -- PERMANENT STABILIZATION HAS BEEN ESTABLISHED, THE BALES, SILT FENCES AND �., OTHER .' �; —•--- SOIL PLAN APPURTENANCES WILL BE REMOVED AND DISPOSED OF BY THE CONTRAC I:: '. FLOW 13• THE CONTRACTOR SHALL PROVIDE A DETAILED SEQUENCE OF CONSTRUCTION A A p �,. OPERATIONS FOR REVIEW AND SUBMITTAL TO THE ENGINEER. r STOCKPILE OF EQR TISR ' OTr"^TIOU I ERODIBLE MATERIAL EMBE I3'ING QETAIL N,T.S. 14. THE CONTRACTOR SHALL MEET ENGINEER ON—SITE TO DEFINE THOSE AREAS R - WHICH WILL REQUIRE SOIL EROSION AND SEDIMENT CONTROL FACILITIES, DISCUSS 5 THEIR CONSTRUCTION AND THEREAFTER PROVIDE DETAILED PLANS FOR REVIEW OF SUCH FACILITIES BY THE ENGINEER. HAS' !R STRAW. BALE, S�. I LT FILTERS 15: ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE PRIOR N.T.S. , TO SITE AND ACCESS CLEARING. IG, ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE LEFT IN PLACE F " MAINTAINED; INCLUDING SILT AND SEDIMENT REMOVAL, UNTIL CONSTRUCTION : AND y. IS COMPLETED, AREA STABILIZED AND THE ENGINEER SO DIRECTS. L 17, THE CONTRACTOR SHALL CONFINE SOIL DISTURBANCE ACTIVITY TO THE MINIMUM AREAS POSSIBLE. , 1 V ALL Y, , �STflGKPIL.iNG ERptNgl.Ir STABILIZATION METHODS SHALL BE UNDERTAKEN COINCIDENTALLY WITH �_L MATERIAL FO�t'; I+ NpEt3 PLRK7Q5 MAJOR TSITE IMPROVEMENTS AND CONTINUE DURING THE ENTIRE CONSTRi�1 . lO a 8 [? AND ACTIVITY PERIOD TIDE AREA 'SNAIL 'BL SEEC3I iV N s Ski i.3�A... ' ULC of , SEDI##�� Ar p 4' REMOVE TOR 1./3 11 1 VTT{�►� t�► BURLAP do 'LININ£ STOCKPILING MIES& �y(S NG QI~ �'R+0E�IBLE r . . -- ---- N.T:S• , DO NO7 CUT LEADER GROWTH MEDIA { ) 24" VEGETATIVE I -- 24 VEGETATIVE TYP. GROWTH MEDIA (TYP.) y T BARRIER cOIasPAGTED Pf�ANTING SOIL PROTECTION LAYER " ' TO 'PREVENT SETTLEMENT 12" 120 1210 MIW WIN. MIN. lVl}N. WIDTH OF BALL WIDTH OF BALL f: cn EDGE OF EXIST. PAVEMENT I SAI �jHRUQ, x 250' MIN. o N.T.S: TYPE 11 GEOTEXTILE �2 R+Ga - EXISTING PAVED {. 2 PLY D©vet: STRAND 12 GA. -GAL. WIRE BOTM S i'RAfwIdS THROUGH 2. PLY GARDEN HOSE 2"x3" C t SEG 1 & AROUND POSTS. TW#ST TIGHT f�r X51 TREE"WRAP PAPER AT 2 INTERVALS TREE WRAF' yl t4 DOUBLE STRAIN D 12 GA: GAS.. WIRE , AT 2" I N E x OF' BOTH, STRANDS THROUGH r _ , ' „ 4 AROUND POSTS, TWIST TIGHT REMOVE TOP 1 f 3 x BURLAP �c''TWINE 4 a• A FROM ROOT BALL 4 MULCH 4' MULCH 1 BAilf'1=tLl PtrANTLNG ORM 4 SAUCER REMOVE TOP QN TOP' C1�° SO}L : SOIL ,:MIXTURE' ----- BURLAP & TWIiNF y. cn x , . STAKES R T A L • F OM R00 i w . ' FLUSH CEDAR GROUND _ `" BACKFILL P NTI B - - !0. LL, LA t,. U r F RM R ON TOP OF S01! OIL -MIXT RIr / ✓yjs/rr/r�ilf r r r / rr r 'ri i" i — uj o � + RCA. w 'QQN5.TRUCIION /�� L T#�A �� . PA COMPACTED PLANTING' SOI , - \ �% TO PREVENT SETTLEMENT • COMPACTED PLANTI�,G N.T.S. t / TO PREVENT SETTLEr.'`1, , 1, LEVEL S:UBGRADE. BENEATH GEOTEXT'I.LE AND RCA WEARING COURSE TO MEET' EXISTING PAVE©, ROADWAY. 'SEE DRAWING NO. 3: 2. TO BE CONSTRUCTED AT THE CONSTRUCTION ENTRANCE ON COX'S LANE: 3. THE `ROAD SURFACE SHALL BE REPAIRED BY THE- CONTRACTOR, TO TFiE' SATISFACTION T THE COMPLETION OF THE PROJECT. OF THE OWNER, A - I - N . i Nr M2» - r n c 0F PALL 12" W. WIDTH OF BALL M.W. MIN. EIR IREE DETAIL If Imo, I , PICAL T• • I IIL ,��I ,I ll �i��.� Ty N.T.S. - , 3. QftCTM, 1314 kg&:..1314DAT -6C36' FFttp� � —1 4. ..00 PROJECT �'P' u u ISI �a � �A'n I� N 0' ' �' ,. f" 11 '� O � �. N � T �3 TJX T S l SIT VI' OF E OLA jy `tC IS �- `tlC�N t 14 O. x 3 5 L r w U ` r, +I f' ^7 t . .y .. .. ,, ., .. , TAT ON •OF THE NEW YOi3I� , y5,. r DATE. 4, ' S�3�iTHOlD �'� x . , �P�C E . , , A a CAP E PLANTING •L : ri ` Y i • , ' : � SEPTEMB R 2000 4 .r�'. - , E M ,_. .. . .. .. , .. .. .. 4 .. : ._.. .'.,,..' - ._ - .,, -•} Lei pp��,,�� 4 RNRR. — M• t a V A �I . ION, • iT \{�1,�]� r L ETA LS 1 x r x, , r J_ , , , o : + .E. -r aW� . 2 %j � - t� . ARTS � SCALE: _ # s NERAL �T T . t.. .. Y AIG EIGINLE •.. w. RS , .-. C s>p r, 1" WS S SHOWN , S. .. . . � .. . , . . ,.. A DIMS t7,N F I � �.. �" GQSt�L cH ASSOCIATES, P e. - , r r. , - r , I�n t \(o �A DC4 i 11 / ,; + -Z r4l =nA �c INI--- 7Z j j, /if + 4 J, co cy) CC) C) -o- X 111"� (,n _Ire.�--- J + Y-, + till ::-rt� k 54 oti ItIt ............ lit bf I r 4� + I 1b, RCA—12" STO N I T CONCRETEA0O TYP.(SEE W�AIL ON SHEET 8) 2�/DEEP LEVEL S + r 9c R HARGE, W1 NQ� 3 v pill WIDE o", MAIL 0 NO NC TE: CURB ON LIMIT OF (SEE DETAIL, tilDWG-j 7- tall DIR: 1314/G it-CONST. ME: 13140C 7 DATE: 14-00 NIS Su 4ZED AVERAI yr% ?WDITION is FTOL TQ u AT- ou LAW. SECTOU,7200 THE -'�K,�'-STATE SOUTHOW ION AREA GRADING PLAN Bo rxo ��L.CLAIVI -RA,�L UCC IX NE Q�, C. c6Ns6LpW ENG�qf P, p "Moo 7