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HomeMy WebLinkAboutLandfill Closure General Construction Plan 2000 N W YORK T D RTM N 0 NVIRONM N CON RV TION mEJ rJP IE[ 0 1) 1 114 131 ]EPI ] IL C I () isllj1Etl Iq r IG :El I I 1E] lEt IL ic I E; lEt miur ica !r I () :Nr CONTRACT N 0 2000 TOWN OF SOU HO D FFO COUNTY , N W YOR i MBER 2000 Duck Pond Point • .° ' f p SOUTHOLD + • "°'• LANDFILL °'.• . ,� oSount!• � • o ', •t• ° o t0 P • o C P •p \ S. • � • •' •v•' BMA •" "'R¢ "a '�••• ` /Sacred Heart Cem • t ,� •: Q '' Cutriu eai r 4 . ut.0 p Nf 32". • . + a a t:,h is •�'� North Forls'll. ` ao � Country > . � Y LOCATION MAP - 0 DVIRKA AND BARTILUCCI CONSULTING ENGINEERS A DIVISION OF WILLIAM F. COSULICH ASSOCIATES , P . C. _ w S '*Y" MBOLS A VIA IONS INDEX OF DRAWINGS �. ■■� �■ �■■ �■ — APPROXIMATE LIMITS OF WASTE ALT. ALTERNATE APPROX. APPROXIMATELY DWG. N0. DESCRIPTION -- — --�-- — PROPERTY LINE ASPH, ASPHALT PROPOSED LIMIT OF CAP AT 1 SYMBOLS, ABBREVIATIONS AND INDEX OF DRAWINGS �■ � � � � � ■� — AUX. AUXILIARY -- — CONTRACT LIMIT LINE B / BOT. BOTTOM 2 PROPERTY SURVEY AND RELATED FEATURES 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 ' ' „ — EXISTING SPOT ELEVATION CHDPE CORRUGATED HIGH DENSITY POLYETHYLENE PROPOSED INDEX CONTOUR CMP CORRUGATED METAL PIPE 5 SUBGRADE CONTOURS — ENLARGED PARTIAL PLAN, SOUTHEAST QUADRANT ----�80 - — CO CLEAN OUT r� PROPOSED INTERMEDIATE CONTOUR CONC. CONCRETE 6 SUBGRADE CONTOURS — ENLARGED PARTIAL PLAN, SOUTHWEST QUADRANT --L���--- -- CONT CONTINUOUS COORD. COORDINATE 7 SUBGRADE CONTOURS -- ENLARGED PARTIAL PLAN, NORTHWEST QUADRANT + 78.5 — PROPOSED SPOT ELEVATION CY CUBIC YARDS 8 SUBGRADE CONTOURS — ENLARGED PARTIAL PLAN, NORTHEAST QUADRANT WELL & NUMBER TO REMAIN DIST. DISTANCE MW-2 — EXISTING GROUNDWATER MONITORING DIA,. or � DIAMETER 9 GRADING PLAN -- FINAL CONTOURS N!W-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 - - — PROPOSED LANDFILL GAS MONITORING WELL & NUMBER ES END SECTION11 FINAL CONTOURS — ENLARGED PARTIAL PLAN, SOUTHWEST QUADRANT T EW EACH WAY 12 FINAL CONTOURS ENLARGED PARTIAL PLAN, NORTHWEST QUADRANT ® — EXISTING LANDFILL GAS MONITORING WELL & NUMBER TO BE REMOVED EX./EXIST. EXISTING � — PROPOSED GROUNDWATER MONITORING WELL NUMBER ��"� FIN.FL. FINISH FLOOR 13 FINAL CONTOURS -- ENLARGED PARTIAL PLAN, NORTHEAST QUADRANT -�- "• & FOUND. FOUNDATION 14 DRAINAGE PLAN FT. FEET 15 MISCELLANEOUS DRAINAGE DETAILS,— PROPOSED LANDFILL GAS PASSIVE VENT FTG. FOOTING STILLING BASIN, RECHARGE BASINS NO. 1 AND NO. 2 — PROPOSED ASPHALT MAIN ACCESS ROAD GND GROUND 16 RECHARGE BASINS NO. 3 AND NO. 4 AND TYPICAL SWALE DETAILS HDPE HIGH DENSITY POLYETHYLENE 17 MISCELLANEOUS DRAINAGE DETAILS -;- — PROPOSED GRAVEL MAINTENANCE ROADS HGT HEIGHT 18 MISCELLANEOUS CAPPING DETAILS AN HOR HORIZONTAL D ROAD SECTIONS LANDFILL GAS VENT, GAS MONITORING WELL AND GROUNDWATER MONITORING W — PROPOSED CONCRETE APRON H.P. HIGH POIN T 19 WELL PLAN ID INSIDE DIAMETER IN INCH 20 MISCELLANEOUS DETAILS A INCL. INCLUDE/INCLUCING c� c4 21 PROFILES— CROSS SECTION MARKER INV. INVERT ES I t K CURVE COEFFICI`NT 22 PROFILES II — N.Y.S. GRID SYSTEM L LENGTH 23 PROFILES III LF LINEAR FOOT — PROPOSED GAS MIGRATION CONTROL TRENCH L.P. LOW POINT 24 LANDSCAPE PLANMAX. MAXIMUM MH MANHOLE 25 FENCING AND EROSION CONTROL PLAN MIN, MINIMUM PROPOSED RENO MATTRESS MISC MISCELLANEOUS 26 TYPICAL LANDSCAPE PLANTING AND EROSION CONTROL DETAILS MSL MEAN SEA LEVEL 0� NTS NOT TO SCALE 27 BORROW AND RECLAMATION AREA GRADING PLAN 00000000<> — PROPOSED STONE FILL N0. NUMBER OZ. OUNCE — PROPOSED RIPRAP APRON OD OUTSIDE DIAMETER PERM. PERMEABLE a-- -----�} — PROPOSED 6 FT, HIGH CHAIN LINK FENCE PP POWER POLE PROP PROPOSED PSI POUNDS PER SQUARE INCH — ti} — PROPOSED 12 FT. HIGH CHAIN LINK FENCE PSF POUNDS PER SQUARE FOOT PRVT PRIVATE — PROPOSED GUIDERAIL PVC PIPE POLYVINYL CHLORIDE PIPE _ r R RADIUS REINF. REINFORCED — PROPOSED WORKING AND CONSTRUCTION EASEMENT RCP REINFORCED CONCRETE PIPE READ REQUIRED — REV REVISION — PROPOSED GEOCOMPOSITE DRAINAGE LAYER ROB RUN OF BANK R.O.W. RIGHT OF WAY — EXISTING STRUCTURE SCH SCHEDULE SD STORM/WASH DRAIN SDR STANDARD DIMENSION RATIO — EXISTING RETAINING WALL SF SQUARE FOOT SPECS SPECIFICATIONS — EXISTING TRAIL OR DIRT ROAD STA STATIONSTD STANDARD _ SS. STAINLESS STEEL — EXISTING FENCE SYM SYMBOL SQ. SQUARE — EXISTING DRAINAGE WAY T TOP — EXISTING TREE LINE TYP. TYPICAL — EXISTING TREES UG UNDERGROUND — EXISTING ROAD SIGN VAR VARIESVERT VERTICAL t — EXISTING POLE YD. YARD YR. YEAR — EXISTING CULVERT PIPE W/ WITH W/o WITHOUT — EXISTING TREE LINE WS WATER SURFACE DIR. 13141GEN-CONS? FILE: 1314-GC 1 DATE:^Vf?M/09--18-00 N0 DATENT UNAUTHORIZED ALTERATION OR ADDITION TOWN OF SOUTHOLD TO THIS DOCUMENT IS A VIOLATION OF SUFFOLK COUNTY, NEW YORK SECTION 7209 OF THE NEW YORK STATE , EDUCATION LAW. SOUTHOLD LANDFILL CLOSURE C �.../ c:ArF aaaJEcr ENGINEER nAwn Fr SYMBOLS AND ABBREVIATIONS SEPTEMBER 2000 y T.F.M. �.E.Z- DVIRKA AND BARTlLUCCI ti �cKEa s,: GENERAL CONSTRUCTION C. CONSULTING ENGINEERS F. E.W.P./D.S.G. A. DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. NONE --_--- COX ' SS60*449'40"E A N E - 75.00 I now r formedPurveyorsj r t Prin.�.e� now or formerly ` ' j - Ijaohn A. Droskoskl & Susan Droskosk.i Q) r i S60°31 '10"E 507.89' ° — _ � r Q MW-5S 6 0 3 Q MW-50 O r , kerrlse i o now or formerly Bayberry;, =n s c '; o / Z o) { v \ r —� S57°041 rn , 203. 19' ° r ° " 07 ' S57 55 00"E now or formerly � '� — — --� � _�—=�X—_--�—_ � r J _ i ,,. - _ — -- — _ _ 8 2 6.2 3' ,r r� , ,.I ,,; `> !;y Roy a Scbelln , -" X - K MON --- - — L) _ hellr� ►� x os _ Y3S zx W i ( �y 41 .40' r� ., _ ` ---___ S22°48'50"W MW-4D ' 101.28' , I. . MW-4s -----_ _ S57°17' p" ! -- 5 E , W 6 3_0 9 - j ` i ) Far ' , i ) Ln I --- =- - --- r, 1: N ' MV_7D x \ N { Z MW®D 1CD MW-2S ' I Ilk �i 1rt ir V'. °fir ; N57*36-3 5 - --- I 469.54' ,y 4f � i i t,s I APPROXIMATE LIUITS OF WASTE Y Ff Y , , I b ­�II oft I 243.60 �..t} i 1 1 t - 9 � ���E 'S60°44'S0"E ` i CIO 518.+�fi-t)8831 s W-68916S + I l r, I x� N37°49'40"W x - x-- x l 7-.58 co Marti i Ln now or formerly Frank ). P� r _ _ E? ti — I VV 409-29 i i i T r ro l� NOTES: UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S -_.. EMBOSSED SEAL IS A VIOLATION OF SECTION N 7209, SUB—DIVISION 2, OF THE NEW YORK � � r�oyv or forrlierly STATE EDUCATION LAW. \ Ii Alma R. Williams , I SURVEY INFORMATION OBTAINED FROM SURVEY PREPARED BY YOUNG & YOUNG LAND SURVEYORS, DECEMBER 1997S55*19 5 p MW-6S 0 03. 12' MCNE uu { (� a) oj\j r, -t �I o is C� I REFERENCES-: 1 . STATE PLANE COORDINATE INFORMATION PROVIDED --- Y_ � BY YOUNG & YOUNG LAND SURVEYORS. 1 N53°37'50"W =�.-= x -" ` R MW-1D now o formerly y ;� --� - _ 2. APPROXIMATE LIMIT OF WASTE ADDED BY DVIRKA AND ��ol'l.rl P. �rU�B�I � �;_ x�!�^X � � --� ,�`- - BARTILUCCI CONSULTING ENGINEERS. ' I ` I '-......,fix--_.- ---• } i 96 5,2 - - -- _k " -- / 3 - — x -- n ��lv' ��� N -�-- X X now or: formerly _. , I�? r 5`�°5 5 p ..___-_...- �=--- -x Eugene Mc. �c GtR. 1314/GEry :JNST I ✓ k ✓. �'J;�� , '�._.-_..'v. �I of' Mnrt ,.I aA3 4y '3 i 480,80' ` -- - _ _ a aa' Ill 24C 16a' rti',53°44'0p"w — 22. 53' ti_ o�rE SCALE: 1 =80 4ayl� UNAUTHORIZED ALTERATION OR ADDITION TOWN OF SOUTHOLD PR f�c( r %c,, �wr J 3. To THIS DOCUMENT Is A VIOLATION o SUFFOLK COUNTY, NEW PORK `a) : ' '"7t SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. ?314 SOUTHOLD LANDFILL CLOSURE Alz t ^vy.y y ..'..�:.�a. DP?AWN GY TE'. T.F.M. J.E.Z. PROPERTY SURVEY AND RELATED FEATURES SEPTEMBER 2000 do k DVIRKA AND BARTILUCCI GENERAL CONSTRUCTION vE,} Bv: CHECKED B}- CONSULTING ENGINEERS - ..: C.F.V. E.W.P./D.S.G. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. 1„ _ .SG COX ' S LANE -; 11 " -1 1. _. , f. t,'_t EXISTING GROUNDWATER MONITORING WELLS AND - PROPOSED CONSTRUCTION ENTRANCE WELL ID fiaP OF CASING DEPTH OF STATUS VEHICLE TRACKING PAD. ALL VEHICLE CONTRACTOR SHALL CLEAR FILL AND GRADE THIS NUMBER (FT MSL) WELL (FT BGS) I ACCESS WAY AS NECESSARY FOR CONSTRUCTION ___ _, r TRAFFIC MUST USE THIS ENTRANCE MW-1S EL. 44.83 54 TO REMAIN OF VEHICLE TRACKING PAD, VEHICLE ACCESS, (SEE DETAIL ON DWG, No. 26) MW--1 Q EL, 44.81 152 To REMAIN -- MW-2S EL. 18.06 27 TO BE ABANDONED TRAILERS, PARKING AND MATERIAL STORAGE MW-2D EL. 17.15 85 To BE ABANDONEQ I MW-3S EL. 48.34 55 TO BE ABANDONEQ -_- II-1 1:,�._.1�.III I.�.1,r�"�.I?_�.--"1 rI,-',,I,-_I.-����--I/,IIII,��.-_-I �j I..-1,�,.I.I1 1-�III,I--II I I­./I-II-I1�.,-�I-j I.,,,,",III-1 11rI.�I�I-./II-I��,-.I--_-rl IiI-I.,-I..,,r�r�-.i-I'I_j_I rI I:-��71I I jI;_'I1.r.,II'--1,_r.';I�- -�I.�I��-I I,1 rI*-­//I I��)e�I,f"1 r ,--i,;'I_r�r.1I I.��l­,F,'­;'II.�,I-,I,I_I­-.�1 I1'r 4�-2 I%��,l1,I�I 1�,'.I. ,�I--I@I�7",4..,Ir1I/II�,�"-,rj�(.,-�r,I ,II,'II,-IIt')[�,! r.,j��_�I II.��_,�-jI,_.1\rI j.--�_I'.�,,".I r�.I I-I r�.-i. ..­11'1­I�:.-'­I--1�-I,I I�,I1,Ijj I.�j,.)-.,�,"%I,rj,:_,�I:��"j j j,Ir._.�I: r�r,I.',11*-�j1�_,j�I��-I,�-�-._Ij�.,I 1.�.*1I11' ­_j-," 1,_-r.­.%-�,---1�­_,I�1,,I�-r�_-_j�I_ -III,!i',�I,�I I/ZI-,-­.I�I-!�_ I. IIo II J� ... _ j3 II rI 1. 41 j , - QONED _ . MW-3D EL 48 51 125 TO BE ABAN ",: MW-4S EL. 63.44 71 TO REMAIN- - . _ -- - ;. W-4D EL, 63.56 150 TO REMAIN ___ r _ r r - -- - - - - ---�-- - - -- , --_ - - 40 WIDE CONSTRUCTION ., , M , . MW-5S EL. 68.24 76 TO REMAIN '� MW-5D EL. 67.76 136 T R I AND WORKING EASEMENT a EMA N / 1__ MW-6S EL, 52.66 56 TO BE ABANDONED -. - - Q MW-55 • - _ _ � MW-5D ; MW--6Q EL 52.37 145 TO BE ABANDONEQ I - ; ,- MW-7S EL. 47.90 55 TO BE ABANDONED I _ . CONSTRUCTION TRAiLE _._ _ _ ._ _. � •_ - EL. 46.94 125 TO BE ABANDONED PARKING AND ST R O AGE . CONTRACT LIMIT LINE _ • - : ; � ; . : w-688iss EL. 53;07 20 5 To a� �BaNBQaNED M . _-, - k t ti a . ! � _: -` �_ :x`" NOTES: -tea,_ _ :: -» - , ;, EXISTING LANDFILL GAS MONITORING WEtL _ _ WELLS TO BE ABANDONED (TYP) ION PREPARED BY & OUNG SURVE ORS, 1 SURVEY iNFORMAT YOUNG LANQ Y _:_. -`T • DECEMBER 1997. .'•` ' i . PROPERTY LINE,- BE 1 ELD CHECKE U OF R AL TO GRAPHY, OCTa R 998; t D BY Y0 '�1G Sc YOUNGELANDASUlRVEYORSO, DULY 1999. 2 D LIMIT OF WASTE w ,, CONSTRUCTION AND WORKING EASEMENT 7 WIDTH AS SHOWN t _ - -- . 1 "_ - - - ''-'- : _ - _ - , . � 4 �o _ /1 r , y . ,, " .' - - � � ­ ': } : _ r ►: _ r , -:,... - Mw-3D 40 WIDE CONSTRUCTION ,, .. _ - _ _ _ - - - -' , '" - MW--3S ,,,_ : _ .,�-- ®.� AND WORKIN A _ _ ES T - _ -~- -- --._ _. - : - __. - - - _ , . _ < _ : t _ , . , _ ` t' _, R . f / r .. - _ - - .n w-4D / f / / } ./ /- r / -, ► J r I .- L /�f f� / . s 4S _ /... / / f f QMW �_ t 1,, __. : - - ,-: , L _ . - j - - _ ,:_, _-. _ D V R _ _ M _. B R W _ ,. - , 0 0 AREA . ` �. - 1e , - - _ - ` l r - ._ - - , , ,_ l : - _ -:- , r.. _ ,• ', t- ; .... _ ,,- - t _ t w _ _ D -,. r, -, M W _,.3 ` _ r, , s> i ' ,. _ X Mw 2 ' , y gg , . 1 t 6 ,, 1 _ "-. 1 - NEW EL CTRI . s . _ E C UTILITY TOWER � . TO N . ■ _. BE I STALLED BY OTHERS _ ,� ._ ..­ M. - . CON LIMIT T _ : TRACT LINE ---- f ,, _ t... � _ _ f , .t - _. I - ELECTRIC UTILITY TOWER TO t ; i , I ;z , . . , , , BE REMOVED BY OTHERS r .. - : ;.- _ - S _ \. ' ` _. ,..'- f' - /, - _ - - _. N ' : . CONTRACT 0 RACT L IT �:, IM iN L E COINCIDES WITH :.. _ t/ .' ,. PROPERTY LINE) � ;�',. ,: -- - �, j � , ,z ,~ j F.. .. • _. _.. 1. - - , _ A. r + r Y �c u ,, I .._ '.,. - + ,,� ,r n , ,i : _ , - - , . - _ ,. , .. -., , _ - _� : _ _ , _ ... - -1 . y - _ 1 ._. a ,.. j - ..-.... . is < . ... .. � ,.,: -,.: 'tea >.. .:..- - _ , , i- , . - _ _ ,} T : , ' 11 : ._ ... Iy, .. NEW ELECTRIC UTILITY TOWER -_ r . .-_.-,� �' T IN APP ROXIMATE LIMIT OF WASTE - C) BE STALLED BY OTHERS _____ ._ - - _ 4 _ i _. __ a r " _ t 0 - _ - - _ - , _ �,; u, a .. ,_ W-68&31 S M ` _ ' xh., / MW-689 _ _ __ - �--^� R t _ I 2: . t _. _ t r w , i' �j r, ,. . . _ - _�._., - �- _, _ _ I EXISTING SOIL I , % ___ -' - , , STOCK PILE AR . � - t EA I - .. _. t t .. s , , : ' _ - _ t ' ..: " , ." H 4 .,, y. x ` , , - t _.. ~ NOTE I - _ .. > , ,� r Y CONTRACT LIMIT LINE--- _ I �4 EXISTING ELECTRICAL SERVICE, TELEPHONE - A, ,- -- THE EXISTING TOPOGRAPHY SHOWN ON THE DRAWINGS IS BASED ON t ` -S SERVICE, OVERHEAD POLE LINE AND POLES _ AERIAL PHOTOGRAPHY DATED OCTOBER 1998. A MAP SHOWING THE t j:- , : �I I_I1 Ir,_-,--..�i�',:,I I_,-, "i�*�-I"�r-I-_I,I'�r I-,.I-�:,-I--'_-"-1-:I,II,-I",-—--I ej,r,,:l-iI­,"r,�,I',I.-,'�,,,',­-;.1_�_I I",,.-�,:-,-*-jI_*-"4II,r��.-,.r­.II�-"I�7--.­j._1�L 1_''1-­,,r:�--I 1r')_.-11�.�',v.--.,'I-'.'�,-_,,:I�I,.r 7-'_"--"��_­A-,�j_,�-"I rlJ�,rI��.�r,,I-_/1�_`',I._.-,.;,�l r.-_�.--'r�_,j�I_'_I_-,_'-._j��L��,.,,4'�-_,�.'I_Ij r.�-I lI�I.'II r_,I ,�1-�1/r.r.'1_-'�`_-­­-j 1r"-�r����--�--�­.'�,,r-,I_�",_-I_�-r-_I­r,'�, -I�,1,--I,­�-.I�-.���--'1-�l,/I I�It_.�� _1"�r���.j��'j_"I-�­I,�,_I II,II I I--I"�_.,��,r.-I i"�I I-,I-I1r II_�­�-I�Ir I�'I,�.rII,L kI I-I,1--1-I1/._.r,-I 1j--II I Ir_-1_1-r�1 I,r�,,1-�11I-�j�I�I�A­l,�,l r�I I.I 1j1,­,-r�­/-,,I�II r,r 1-"','r---I�--I,���II II;���r III,r­l IrIl..A.-­-Ij­�,j1/-,I--I-.1.1 I.1,rI-�r r.--,-II'.�.4�-1�-I�1-r�1­-.- ,,I-1Ir 1�I.-��II4-�,Ij�I_-�,_�I I-�I--I��I,-..I-'-_--_Ir�."..,�-r�.I/-�,�,.r-.r I--II�-�r,I�--:4.,I�­r-_I I.j III,I-�I�-I,,1�i J".-/-�_rr'r I:1*/--.'jr,j II-�I1�1I rI.-Ir 6��,�.,r1:-1Ir�...­r/..­,'I.I-_/I,�r,�_I_I,I/r_,-�-I..�r�,.�1�1j�.-,�I��..Ij-."�1I II�I 1 I.I,I" 1""-.,II-,I I�.-,.�-I�I1.11-�-.I�-'I,,.II,I-I1.1,��I IIII�II-r 1-"--1 I­.,-��-­...1-1�.I 1 r�I1..II,1,�1,.r-I.-�I I��I-Irjr r"-j,�-1 I JrI_.-j,..�-1 irI_,1�-,-I�I.r_-.-_I.I j��I-I1­-I1-��-�1rI Ij-�I,j­.II_j�,/�.I,I.I I�1 I,_/:�I...I.I,,�r 11--I�I__j_1I j:�-_�.I I.,rI�--�1-1.---­_�jz%�-_-�­j_j­-__I_--,.�1--1_-�1­.I j.�;j I�--_I1--I 1­-I_I-__.-I,­I_�'_­�1l--I�.I1l�I'r­.1.,-.1.,I 1_-_.-,I�"_r��,j-_��lr r�Ir-_-I."..1 I 1j I�_1-,,.­--,I-I-�j l I-_-1,I,"II�I:IIIrI.,.I I-..-.Ir�j-��-r1:�."�I,.1I�,.1­��"­�j�I�I-��.I-I� : TOPOGRAPHY OF THE LANDFILL BASED ON AERIAL PHOTOGRAPHY DATED PROPERTY LINE - - - I SHALL BE REMOVEQ. EXISTING SIREN AND -n , - s t _. _ - _1 (��I_-_I,j I-_j I-I,--. -j ­­l�!_;�:-,I-,�.I Ir..,II�-I-1I I-.I-,..-:-I 1.�-�Ir.� -I II IIj--I-­�. 1I I-1---,1�1�--'-r,��.-1�r,r I I1It,-_I,i--,,11.:I1.I_,,j_r,,I'..-'I,rI I.--I--,-­-I-,r,I,1-I I-I_-1I,_I,.1 1..-I 1.r II-I,r,�1"r j-..�I�._-"I.I�I�j.Ir I-'-I.*I1�'_I._I.1j)I.,.I I i 1I I-r-j11 A 1-I.j�,lj-1:,­-I.jr--.-r,._I:,-�1 j._Ir_,-,1.-,1.,I-,­,-.�II.,-.1-�I,I-:­�-,I.1.�r._1I-_­.,_j-.-r I I:0_I:�II'4L-I�_��j�I-I�-��1-11�I_j--1:.I I k.l­_-­"r I I�­'11�[I I�.I I:1­II1-,I�r.p.I1,-I�'r�*4I.�I I II�,:I Ij 1r��Ir,­�I.r.j,I'�1�II,I-I,.,��Ii,y.�-1h j I-r,,1 I_'�jr I1'--r I�,,�I"'�I'rr I.,,_,_�rII I,-;Ir_I,_7r��I.I-�,.,�1j,-,E I,,II�I.,�I1�,1,_­-1�,:I�-j1�j�-�-,',,;,r 1I,,r_r"-I rII,I�--�-r�r-II-7-j-1j I��'l_-"1'-�"j r.IrI,�-_I__,�"':I-I I��-I�r�__,­'III1'I j1-_.�_,,-�_.",,_''l�r-1 j-:�:4,r"�,1-,.-L.,7,,',I-�I'I-�-'I'g-r1r. _ RELATED CONTROLS SHA LL BE RE�OCATEQ QCTOBER 1999 iS PROVIDED AS AN APPENDIX TO THE SPECIFICATIONS - - FOR THE CONTRACTOR'S INFORMATION. ALL OR PORTIONS OF _` - , _ : (SEE DWG. 25 FOR NEW SIREN LOCATION) - WASTE EXCAVATIC)N AREA '� T t `". �, : ' (Go AGTC)R TO REMOVE II rII �JTR -�. - S OCKPILED SAND, COMPOST ANC OTHER MATER{ALS SHaWN ON BOTH __ � ur - i` A _. 4 THE 1998 ANO 1999 TOPOGRAPHIC MAPS HAVE BEEN REMOVED, _ LL WASTE FROM THIS _ APPROXIMATE LIMIT OF WASTE ---- ! REGRADED OR RELOCATED SINCE THE TIME OF THE AERIAL AREA AND BACKFILL WITH PHOTOGRAPHY. IN ADDITION S0��1E REGRADING OF THE LANDFILL _: �, EXISTING WATER SUPPLY WELL SHALL BE ABANDONED. ELECTRICAL SURFACE HAS OCCURRED, BIDDERS ARE ADVISED TO EXAMINE THE '''-- ,�' COMPACTED GENERAL FILL) EQUIPMENT RELATED TO WELL SHALL BE DISCONNECTED AND REMOVED. 4-1 , > LANDF{LL FOR THESE CHANGES IN TOPOGRAPHY. THERE SHALL BE NO -- ,_ I �- (SEE DWG. 25 FOR NEW NON-POTABLE WATER SUPPLY WELL LOCATION) . ' ,�+ --- C) WIDE CONSTRUCTION AND WC)RK N CLAIMS FOR _ADDITIONAL TIME BY THE CONTRACTOR BASED ON DEVIATIONS + ,z BETWEEN TFfI' -EXISTiNG TOPOGRAPHY SHOWN ON THE DRAWINGS AND G EASEMENT �. \ , _ - THE lOPOGRA, H> OF THE LANQFILL AT THE TIME OF THE BlDDiNG. 4 ., .O ", - . . MW-6S r -6 D n. -,. Mr' i MW - . , ^ ,\® , 1 I : , � °', CONTRACT LIMIT LINE COINCIDES WITH , \ :..:,.- 4 - PROPERTY LINE �, _ t , t ELECTRIC UTILITY TOWER TO r EXISTING UTILITY I� REMOVE POLE ON LANDFILL BE 'REMOVED BY OTHERS ® PROPERTY AND UTILITY SERVICES LINES UP To NEW ELECTRIC UTILITY TOWER - I ;f \ -- : j^ ", r : ADJACENT POLE ON TUTHILL ROAD IN ACCORDANCE TO BE INSTALLED BY OTHERS I _: r ___ WITH REQUIREMENTS OF UTILITY COMPANIES. r _-.w ; : Mw_1s 40 WI _-__ DE CONSTRUCTION ®1 1 -=,-.._ `�`� ©C� , o AND WORKING EASEMENT T_, `- ---- - __, -_ , _> - _. " " ` - t 7 w-1D m L M :. R , _ _. _ ...... _ _ : r _ _ _ -- - Ir - . - r . _ _ . ^ _ _ ..rr. _... _ _ `.. ._. ___ y - CALE 1 " 8O' . 6 ` - 0 S • - _ - - 7M APPROXIMATE LOCATION OF FORMER _ i DIP: 1314,/GEN-GONST WATER SUPPLY WELL TO BE ABANDONED'- .------' BUILDING HA r "IL E. 1314-GC3 _ t.,TE: wIM;o9-ls-oo BEEN REMOVED - N0 ;.,-TE r,-1', ;N iNT `_I I ` 4 '" UNAUTHORIZED ALTERATION OR ADDITION TOWN OF SOUTHOLD PPG.� �=T NO, p} 48:tvC> N'_+. f x-� y `�`:, 4 A���l P,, 41 TO THIS DOCUMENT IS A VIOLATION OF SUFFOLK COUNTY, NEW YORK 1314 . c, - SCTION 7209 dF THE NEW YORK STATE X j,, F. :, EDUCATION LAW. SOUTHOLD LANDFPLL CLOSURE �,, , ; # 0 EXISTING TOPOGRAPHY, LIMITS OF WASTE Y` AN C 0 NTRACT LIMITS SEPTEMBER 2QOD _.a� ,.,::T ENGWEER: �RAwN Er ;. � s' ; x�. " .f, T.F.M. �•E,z• DVIRKA AND BARTILUCCI / °*. oEs�c;NEc' er; cHEcKEc a'r. CONSULTING ENGINEERS GENERAL CONSTRUCTION �= �,F C.F.V. E.W.P./D.S.G. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. 1 "-30' 4 S 22 - -----__ --- ---�_ ..--„ �_ MW-35 MW-3D RECHARGE BASIN NO. 3 - 51.0 RECHARGE BASIN NO. 4 APPROXIMATE LIMITS OF 0,0 � ! PRELIMINARY GRADING OF RECHARGE SST ;. � \ Mq N E BASIN NO. 4 COMPLETED BY THE 8.5 T� 4 TOWN OF SOUTHOLD CE 8 t +�. EAST .,w • 29. , ! 29 I g1 I I I H' } 61.0 .� _ 4 18 71.5 , . ;:fie.... .0 : I { s 1 i j I , s , : J I I f I , , : v,. r ' • Lo 20 `i �' - Q I18 _ ' 40 14 , 50 52 I _ µ y ' MW-68 831S MW 689165 MW-8S G (w , A , ' W 8D 1 3.0 I \ 61.0 A CESS ROAD MAIN CCESS ROAD j 61.o MAIN .., 4 21Lo ve p y 1 I I I 4 J x, `'. 2� I _ - : ' MW-6Sf \ MW-6D II APPROXIMATE LIMIT OF WASTE Q ~ WASTE EXCAVATION AREA 1 APPROXIMATE LIMITS OF PRELIMINARY v , GRADING OF RECHARGE BASIN NO. 2 Z f COMPLETED BY THE TOWN OF Z _ 55.0 55,0 SOUTHOLD � � 4 55.5 22 , �MW-6S t— } \MW-6D APPROXIMATE LIMITS OF RECHARGE BASIN N0. 2 9. PRELIMINARY oR 1 RADINGTEOD BRECHARGE i TOWN OF SOUTHOLD j- _ / Q 3 4 j�55.0 �5,0 I '"'.. (ES --- a:. 5. I - �. _ T MAINTENANCE RECHARGE BASIN NO. 1 RO - j 22 ._...,..,_, M W-1 D F25 } 6 , I , ¢ 23 0 60' DER: 1?14jGEN—CONST "„-„- "`'^ 120' 180' ..: FILE: 13t4W0+..4 .•:--.... ... DATE: WIM 09-18-00 Na i DATE REVISION I !N7 SCALE: 1 "=60 UNAUTHORIZED ALTERATION OR ADDITION TOWN OF SOUTHOLD I R i:Ecr Nr: ;,;N., N; TO THIS DOCUMENT IS A VIOLATION OF SUFFOLK COUNTY, NEW YORK 1314 j SECTION 7209 OF THE NEW YORK STATE I I EDUCATION LAw, SOUTHOLD LANDFILL. CLOSURE Li... DRA"`NBY: GRADING PLAN - S U B G RAD E CONTOURS SEPTEMBER 2000 T.F.M. J.E.z' OVIRKA AND BARTiLUCCI �• ""E`"4D Si: CONSULTING ENGINEERS DESIGNED Bt GENERAL CONSTRUCTION f A D C.F.V. E.W.P./D.S.G. IVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. 1"=60' I 1 APPROXIMATE LIMITS OF PRELIMINARY - EL ARY GRACING OF RECHARGE BASIN NO, 4 COMPLETED BY THE TOWN OF .. s SOUTHOLD 4� � rr fir. --� ... _. -.__-. ._:' - - '., , f ', • ;» ;- -._ - - 3 FAST » ROAD, .o. , r. Jtit: 7- _ + - { \ \ � 1 { 0061 .0 / z , z c� I _ L,a RECHARGE BASIN NO. 4 cn w 1 z Q I } I APPROXIMATE LIMIT OF WASTE , - -} L 1 I 117�_ } I I I Ld � I TYPICAL SWALE } 1 f I r I � (SEE DETAILS ON DWG. 16) 00 I r , , , C� , , , r I Q ^_ 1 Lli 4_ __. , 1 L� _ MATCHLINE — SEE DRAWING NO. 6 0 30' 60' 90' DIR 1314/yEN-:ONS7 FILE. 131 4--GC3 L_- 04?E: WtM/09-18-00 SCALE: 1 "-30' i N N7. .: Nam✓,. UNAUTHORIZED ALTERATION OR ADDITION TOWN OF SOUTHOL_D ?RFWirac, N , ! TO THIS DOCUMENT IS A VIOLATION OF SUFFOL_K COUNTY, NEW YORK 1314 I 1 SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. SOUTHOLD LANDFILL CLOSURE SUBGRADE CONTOURS _ — LATE: — t _I I ENLARGED PARTIAL PLAN SEPTEMBER 2000 rRO.rECi ENGINEER '�L.KAhN T.F.M: �.E.z. DVIRKA AND BARTILUCCI GENERA SOUTHEAST QUADRANT 5 DESIGNED B'r, CHECKED 8•1 CONSULTING ENGINEERS L CONSTRUCTION ! C.F.V. E,W.P./D.S.G, A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. :.. t r r . •_- ,.::; , ... ,.. , '.. _, _.. ..,. .n.... .. a ::-,. .. . .Y`s'r ... _.. . ,... ,�' _ � �" ^ ... :: ._.. ,:-. . ,. ., car„ _. ... ,.,.. ,. ... .,x.,t ' •« ,' , ,: MATCHLINE — SEE DRAWING NO. 5 II h i - Aa, 3. 0 - - — . , k I _ » r d MAIN CCESS READ i FV r 4 ' ^ + i °4y » ti , 'r I r k I I ` F I J 3 I . . `ram CY_ 1 �4 1 0000, 000' r _ 11 , . i I r ry F I , i 4 , , { I 1 '75 { TYPICAL SCALE III I I I (SEE DETAILS ON WASTE EXCAVATION AREA 1 ; I 1 DWG. 16) _ I I ' I - « 4� I , . y APPROXIMATE LIMIT OF WASTE I _. Dr t4 I 1 II I I { — Z - - - - _ — -' ` - - _ - - - - - _ — - - I 1 — _ — -- - - - - - — - - — _ ,4 I Z - - _ - - — � F APPROXIMATE LIMITS OF I M PRELIMINARY GRADING OF RECHARGE w ST f .- -� BASIN NO. 1 COMPLETED BY THE Z /J / - • ! TOWN OF SOUTHOLD Z • ! » - a / 25 . 5 I RECHARGE BASIN NO. 1 M . _,. W 1 S , TUTHILL 1 , ROAD MW- 1 D t r r t , — m 1 0 30' 60' 00' OR3;4fGEN-%QNS'T FILE. 1 3 14-GCS DATE: WiM,r09-18-00 N��. Li`?E R£'iiStON SCALE, 1 .,=30' UNAUTHORIZED ALTERATION OR ADDITION TOWN OF SOUTHOLD ---} ---t -- — TO THIS DOCUMENT IS A VIOLATION OF PPOjECT W p vliSUFFOLK COUNTY, NEW YORK SECTION 7209 OF THE NEW YORK STATE , 31 EDUCATION LAW. SOUTHOLD LANDFILL CLOSURE SUBGRADE CONTOURS O 1 -_- - T� - --- -- _-- 1 PROJECT ENGINEER: DRAWN Br: ENLARGED PARTIAL P fi LAN sEP I�MBER0oca T.F.M. J.E.Z. — DVIRKA AND BARTILUCCI SOUTHWEST QUADRANT a a7: rHECKED Br CONSULTING ENGINEERS GENERAL CONSTRUCTION V C.F. r E.W.P. D.S.G. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. 1 —30, -- -- -- -- --- M W Q Z MATC H LI N E — SEE DRAWING NO. 8 MW- 689165 MW- 8 MW- 8D 1f _— _ _ — — — _ _ _ _ t —M — — — — ——— x- 61 .01 .. - MAIN A CESS ROAD - _ _ _ - _ --. - �_ - --- -__ _ - _ _ + + - - � _ — ( , LL 9 .0 59 o h µ 1 1 { ,t a i • ( 11 1 I f , tt I < 1 , fi I . I TYPICAL SWALE SEE DETAILS ON I '. . DWG. 16 , MW 6S \ , , MW- 6D , \ , APPROXIMATE LIMIT OF WASTEr \ \ r , t r , APPROXIMATE LIMITS OF PRELIMINARY GRADING F AD NG 0 RECHARGE BASIN N0. 2 COMPLETED BY THE TOWN OF \ \ \ J. -, SOUTHOLD 1 - `e' L..tJ ^ , y , 1 - 0 55. — _ `____—_ —________ - — -- _�_ z r�, — r\ NA JV 6 S / p Lli LLJ ra \ , M W- 6D I Ld —71 W 39 r Q \ \ / t _ I : ( RECHARGE BASIN NO. 2 '—_ • v . / , 5 , / a --— - - a, 5 5. 5 DES AN -- _ ® �.. E - 53. z , z _ r i 1: . , - �. "••' '•+ ,,,,, ,,,ter , 0 30' 60' 90' „AR: '314/GEN—CONST FILE. 1314--GC7 DATE, W1k1/09—18--=:do SCALE: 1 "=30' No. DATE REVISION � INT. _ TOWN Of SOUTHOLD �R �Cr w�_ I,PAWIN"' NO ` UNAUTHORIZED ALTERATION OR ADDITION -- — TO THIS DOCUMENT IS A VIOLATION of 09 SECTION 7 SUFFOLK COUNTY, NEW PORK 131 ` — 2 OF THE NEW YORK STATE EDUCATION LAW. SOUTHOLD LANDFILL CLOSURE S U 8G RAD E CONTOURS PROJECT _NGINEER DRPwN El, ENLARGED PARTIAL PLAN 4- SEPTEMBER 2000 T F.M. j,E<Z ovIRKA AND BARTILucc1 GENERAL CONSTRUCTION NORTHWEST QUADRANT DESIGNED 6�: cHEckEo BY: CONSULTING ENGINEERS C.F.V. E.W.P./D.S.G. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. ._, a . .... .,. , �. ..+. >.,..-.. ._ ,. ,.:,. <--.. ..s. .. ... ... ... „ ... .. .-_. a _._.. .. .. ... ..„ r...., .. ,_. a t ,.. a a m no wom raw friar MONO s nwr 'r '.fir I',, ONO- -waft a+ arm i rr '. V{Y! U M1♦1_ S on" w -Waft all, 0 Iowa Mow waft awaft \. \ "^---... .'. "`►...,`�""1- C `"'^. -,,., , w~"`". + ,_`" ' ►•.1 ' - ,,....;^ .y -" — �'',"' it nrn"' rem iqe ---- - \ - r! moft Iftum w— I vFl 175 _ R BASIN cv RECHARGE B S : 1 +[48 . 5 vc 1111 - 5 _ 22 2 DEEP LEVELI / / j j I I t SPREADER I ' I r 171 . 011 26 +173. 51 I , ll I ! I z APPROXIMATE LIMIT OF WASTE / CONCRETE CURB < t (SEE DETAIL ON DWG, N0. 18) — LO 1 IIII W 1 I , iI � t! IIII I I , I < �iI iI , 111tl � i � IIII t ; I r1 � 11 II ` ' ii1II �i ; i � tl � r+ 11 I i fjl + .- �� � l � t fill all l t t IIII t1 � I TYPICAL SCALE r I I I iI1 f 11 1 1 (SEE DETAILS ON DWG. 16) i tt It � iI IIII t I 00 ' v Ott ill lil cD v v 1 i IIII I 20 iI I t 40 O 52 r Li , _ f MATCHLINE — SEE DRAWING NO. 7 ° 30' 60' go, SCALE: 1 DIP: 1314!hfR .i,":N7 =30' DATE: N!M/06-18 10 NO. 1 DAtE <F a"Ji. N?. FROJE'" NO' i��F��rni•�<, NO, " UNAUTHORIZED ALTERATION OR ADDITION TOWN OF SOUTHOLD TO THIS DOCUMENT IS A VIOLATION of SUFFOLK COUNTY, NEW YORK13 1 4 SECTION 7209 OF THE NEW YORK STATE I,,� B�j RAD E CONTOURS R EDUCATION LAW. SOUTHOLD LANDFILL CLOSURE ;E- ---t---- -- ENLARGED PARTIAL PLAN SEPTEMBER 2000 PPOjECT ENGINEER C Gw^. B, 8 ^ ' T.F,M. �.E.z. NORTH EAST QUAD RANT - DVIRKA AND BARTILUCCI GENERAL CONSTRUCTION ` A`-E DESIGNED ®Y CHECKED BY: CONSULTING ENGINEERS 1„ =30 I C.F.V. E.W.P./D.S.G. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. 4 22 ._.4- — 9 23 1 54 52 a a S .5+ \ 0 0 �s 9' WIDE RCA —.. PROPOSED LOCATION OF RECHARGE BASIN N0. 3 + . r, i IrI f 1 1• GAS MIGRATION CONTROL TRENCH \ .�I RECHARGE BASIN NO 4 o - Y : , r• _ 1 h x � 11 ,r , O 00 0000 GEDCOMPOSITE DRAINA — . LAY r RCA-12 STONE r _ 2 DEEP LEVELAl :• , - � .. SPREADER 2 x - , , H r , : - z �x i � CONCRETE CURB '> ,►.-..* (SEE DETAIL ON DWG. NO, 1 ) g x ------ PROPOSE LOCATION OF GAS M, MIGRATION CONTROL TRENCH COORDINATE WITH LOCATION.,_ OF LIPA POLE I - - r , N ` I \ 4 �. 2 50 \ 5 w , « , t, , , 9 WIDE RCA 1 ♦ I � , r . r 4. is 4a , t EDGE OF PAVEMENT mw_8S TO OVERLAP EXISTING r. : W-8D Kr s 18 . .,. 63. fzD w. / 4 ✓ 4 •t„, .i ♦ • i } ! PROPOSED LOCATION OF W GAS MIGRATION CONTROL TRENCH '. 57.5 65.0 5.a 6 '- , _;. 9 21 9' WIDE RCA _ MW-6S� �- 1 _ MW--6D . f LIMIT OF CAP ' ,-i E _ PROPOSED LOCATION OF GAS MIGRATION CONTROL TRENCH fi : � ♦ 7.0 57. '�` _� RE NO MATTRESS (TY P 3 57.5 ♦ A + STONE FILL (TYP.) �L I, 39. , RECHARGE BASIN N0. 2 00 \ t ....._ 3 7. r - • : I , r � , , t 4 ---� \ / RECHARGE BASIN N0. 1 22 r - r' t -. Q Q : 25 x PROPOSED LOCATION OF GAS 6 MIGRATION CONTROL TRENCH g 23 COORDINATE WITH LOCATION �' "�----� _ 1 0 60' 120' 180' T' DIR: t319iGEni—CONST OF LI PA POLE ---- _ -------_ FILE: 1319'—GC.9 -- DATE: WIM/09-18-00 SCALE: 1 "=60' NO. DATE REVISION {NT UNAUTHORIZED ALTERATION OR ADDITION TOWN OF SOUTHOLD __._.._ _ TO THIS DOCUMENT 1S A VIOLATION OF SUFFOLK COUNTY, NEW PORK SECTION 7209 OF THE NEW YORK STATE 1 � EDUCATION LAW. S O UTH O LD LANDFILL CLOSURE �:;�,E a Q GRADING PLAN -- FINAL CONTOURS I ~_ SEPTEMBER 2000 I J PROJECT ENGINEER: PRAWN BY: T.F.M, j.E,z, DVIRKA AND BARTILUCCI �E K GENERAL CONSTRUCTION DESIGNED sY: CONSULTING .ENGINEERS k C.F.V. E.W.P./D.S.G. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. 1 —60 F• r 4 w ., .. .. ....,.. , x m.� Y;r? .:-.,,r .?y ,.,+., r, ,. -,. t:. .. .. .: ..«.. �•,,:., n, ;:, : ..,a., .' z,, ,. »x, A..h :,.,-s .:. .-:Y ;.,, .e•.. ♦.. wsn. .EYSaF a. ♦.. r :. *a: .:c [. , .. a: [...x c ,.. ,, x.,. s ..._.. r +e.. r4 t.. -i•,L. 4 ,r: .. & r .: -. a. v a .,,. , , ,e ,.� . . .:. _ F4 "l- .c.,,. �e,. •..: w ,.. "°F#..'%�'4, r s: ,.✓..1]w.Y.Ye ,k`^'.: -. .:.. .. .. ... +. ,. ,.. ,., .. ,.. .. -. .F. n..: r .: .- .:. .. ..,...a. ��'... }t ..fin ,.,� s< ds^�,..-. fir. " •*,::a .`•`a :. x,o .,. ..pro.,-. , - .. ,w l PROPOSED LOCATION OF GAS MIGRATION CONTROL TRENCH �---- STONE FILL (TYP.) RENO MATTRESS (TYP.) FD .01, anrrrr� ilnNrl�r�riltiri oft ""' ."' 4" ANCHOR DRAIN , Mom- owell-ft .�..1 1 + — RIPRAP �A `, Ilr� , 4 �" - \ — _ MAI I , N-_ ` Y Ln • f , , , , �r t J 129 . 5129 . 5 I 1 ,• . 11 I , i I \ jj { ' I 4. ! / s; , 1 , z S GEOCOMPOSITE DRAINAGE LAYER f L1j LRECHARGE BASIN NO. 4 i 11 1 { 4" ANCHOR DRAIN i 4" SWALE DRAIN (TYP) { : LIMIT OF CAP { I _ { 1 7 ! { 00 1 r .. ,r w d' r - r \ - Of - , , I;,.•- � ..yam '! ( ,_'�-� ... ; I �` 1 � - "" '— _. _.. { Q I , 1 ,.-, y� � r 1 � I k 1 � r •, F 1 1 , I , 1 t a r r` t , r MATCHLIN` — SEE DRAWING NO. 11 0 30' 60, 90' DtR 1314/13LN-C:ONST FILE: 1314-GC 10 DATE: WIM/09-18-00 SCALE: 1 "=30' NO DATE REVISION !NT. UNAUTHORIZED ALTERATION OR ADDITION TOWN OF SOUTHOLD PROJECT No I TO THIS DOCUMENT IS A VIOLATION OF - SUFFOLK COUNTY, NEW PORK 1314 SECTION 7209 OF THE NEW YORK STATE (� ((^^�� EDUCATION LAW. �OUTHOLtJ LANDFILL FINAL CONTOURS AT LL CLOSURE _ ENLARGED PARTIAL PLAN SEPTEMBER 2000 FRGJEr'? ENGINEER: DRAWN BY: - 1C T.F.M. J.E.Z. DVIRKA AND BARTILUCCI SOUTHEAST QUADRANT ' ( oEs.cNEo ev: CHECKED �r CONSULTING ENGINEERS GENERAL CONSTRUCTION C.F.V. E.W.P./D.S.G. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. 4 MATCHLINE - SEE DRAWING N0. 10 Ar EDGE OF PAVEMENT TO OVERLAP EXISTING I I (SEE DETAf ) _ I _ f , s , x 1 7 COMPACTED . N RCAr 00 I r_ r, _ r / t / :•.. i GEOCOMPOSITE DRAINAGE LAYER Q (TYP.) O I � 1 t, ' w, , , i i s r , _ , r _ , I : LIMIT OF CAP 1 ^ - PROPOSED LOCATION OF ' GAS MIGRATION CONTROL TRENCH - _ 4" SWALE DRAIN (TYP) STONE FILL (TYP.) I , REND MATTRESS (TYP.) / ZW , 1 \ I i .:�C \ -tea.' •.1._ ...�','. "'f \ 1 ++-i- I , G T , 0 } •�. I ,,.'�'�,� .��,.'' I ,. ,I ,� ,�,�,le• l 't' ram- ; i 'rt", ;�-}�— - , c . r , ' 38. 75 -^ w _ = RIPRAP n w --- , a II F / w ' , I W 1 . i i I , � V) \ 44j, ^ RECHARGE BASIN N4, 1 14 TUTH ILL 09 ROAD ^ 1 _ / / ,4 r „ 1 , , , i r / 1 , // 25. 0 I 25 .0 I �. looll "Now" , low , -waft `` I 4 .rl ._ p 30` 60' 90' OR 1314/GEN—iCCrNST . � FILE: 1314-C11 GATE: 1HIM/0 9--4 8--&C SCALE: 1' 30' DATE 1 ° N UNAUTHORiLED ALTERATION OR ADDITION TOWN OF SOUTHOLD PROAvT NO < � � Y TO THIS DOCUMENT IS A VIOLATION OF SUFFOLK COUNTY NEW ,�- E YORK ,314 SECTION 7209 OF THE NEW YORK STATE ' - _ - EDUCATION LAW. SOUTHOLD LANDFILL CLOSURE FINAL CONTOURS j, ENLARGED PARTIAL PLAN SEPTEMBER 2000 " «' ,r( _NGINEER: , T.F.M. J.L,L. I DVIRKA AND BARTILUCCI SOUTHWEST GENERAL CONSTRUCTION QUADRANT DESIGNED Br: CHECKED BY: CONSULTING ENGINEERS - ' C.F.V, E.W.P.JD.S.G. A DIVISION OF WILLIAM F, COSULICH ASSOCIATES, P.C, I =30' _ .. ..: c.: ....,_. > w. _ :,.., r,. '-. ...e .., ,.,. .... � ,. ,. ¢-. .. - , ,... .. -a. '-h .. . -t•-..-r 99 ,rc 6. Y. tiK, N, v, _ ....-.+....,..:::» .. .. ,. a �a•M � . , MATCHLINE — SEE DRAWING NO. 13 T. , , F- n �-^'�/ 7 , 7 'J`JJ.`F^KyJT^J!J � r A J I t r r• I ✓ J t l , v _ r v , r I\ ; l � ^ \ F. i , — 9 WIDE RCA - ,, t' r -� I � � �,. `� �� .- - 1 i �- � � � /• ..�. t\ T I I � , - 1 rn maim "k n J �- x I .. . . ,_.- � ".•. , ... e.._ 4. ...of _,: ,F ... ,, +. ,. � ... ,.:....: ^rt __... .. :.. - , ! t 1 /' r-''°i;r � } „ A'I r \ 1 .✓ \ I \` /_- _' ` , I , f •.-,-.+e.-._:`' ,_ ,�' '�" ". ._...^7 � Fl, , 61 �- 71 1r_�"'`C' .-. t r `. ✓'.. r: `,,. ,jl, � �, 1 `�,. � '"` f } � i `'w,.. '•. *. r- �'+,� !-^" .��-} .+ ,,,-,�•.`. � ,�' }(y.• '..., . , ! :,'• j( 7��,r `,'•� GEOCOMPOSITE PROPOSED LOCATION OF jjf + 5 (� DRAINAGE LAYER GAS MIGRATION CONTROL TRENCH f" t _ - 65.0 t ',It f I t I LIMIT OF CAP I I� Iif ' 9' WIDE RCA M W- 6 S ,. t 0 ,r . ` t , W. 7 .0 r I �...! �•,..� 3 `� I\ � /" S I�,,.r. '� � ,_ � �" -�... �.,G-L:,s---�'' ..i. 1 "` ..•:'.�""'� _ t } ;\ i .'�•. A,, "w. f ..tij• .:�", , ,,�: V F5 r .t , t ..�L1. i i'. ✓.i-f ,, :.. � � :. •i.•�,w I _, 1�- 771 .A-'"rr- �'"- r •'T�7�"' «-'�-,X \r w, ' �- yj r G, 1 +.-.:. I - 1 � \' -.. •` ,1 ,�• � ',i i I �. �..;r' , : w, � !'?�,, i .:-.�\ � I ,� I I ';.r j Ilk- ! LJ 1 I - W . 'I{ I Ld ' , Y. ? j�✓ \. it . ' I/ 4„ SWALE DRAIN W , , - I i r,r �✓ / 1 I �f.,r f RECHARGE BASIN NO.. 2 3 9 . 5 o � ,. - 39 . 5 4r w' --I- 71 . '• �� i I \ r , JJ I * 70 n , J_ 171 I , 15 7 . 5] JES RiPRAP ( ANCE A ROj✓ i , STONE FILL (TYP.) 4 RENO MATTRESS (TYP.) will flttllll61l0 ! jolfft In PROPOSED LOCATION OF GAS MIGRATION CONTROL TRENCH f 1 0 30' 60' 90' DR: 1314 j G_EN-•C0NST FILE: 1314-CC12 ;;ATE. wt l�9-ts Ov SCALE: .I "=30' NO. GATE REV,"SiON INT- UNAUTHORIZED ALTERATION OR ADDITION TOWN OF SOUTHOLD PROJECT Nt', DA'�IN "``:'. TO THIS DOCUMENT IS A VIOLATION OF SUFFOLK COUNTY, NEW YORK 1314 J4 SECTION 7209 OF THE NEW YORK STATE -- -- EDUCATION LAW. SOUTHOLD LANDFILL CLOSURE FINAL CONTOURS AT- I. ,..... _ 'Ti ri ail y PARTIAL �j - ,.�R PROJECT ENGINEER v �y: ENLARGED I�Af�TIAL (� LAN SEPTEMBER 2000 °' 7 -Y T J.E.Z. 1 2 -�— F.M. DVIRKA AND BARTILUCCI NORTHWEST QUADRANT GENERAL CONSTRUCTION - � T C IA� CONSULTING �NG,,JL_ERS - —t C.F.V. E.W.P./D.S.G. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. 1 30' / PROPOSED LOCATION OF GAS " - MIGRATION CONTROL TRENCH ' 'ri' ill i#iil# — , .r+ ..., , � r aw.. r +o.r ' ` rl •.. aff rl, i F# lfrrl#r##ru _. �- ��ii. T 22. 5 �L' r►-.�_ �� { r ,..,� , ,.,� , ` F � ' r#iaffirlillallallilri #illy€rrlrfr.i#! •.. r i 1 1 i t# fills, a 0 _ I ' WIDE RCA .. , . -I- 11 RIPRAP ' r j ^., ',. f �. I`• ,,.p., {t r •ram, •; Y \ , .. i t 11 r STONE FILL TYP. ,-% .- �,.-' ': I f. -_ f ,. .,.\ .� . ,, t ^. •. ' 1 N RECHARGE BASIN NO. 3 , ,. .. - � .,- 1 '`�.• ,��, ` ;/(/','. ' , , r , . y \ 5 � , I ,. � + , ,J•'�j\✓, ,, '\ .-. `\ € . ' . , .. .., \ 'ems,, '�,, Ri P RAP----'r � ,. • � ,. •- ,. \ ",� , '< •.. ,, f .,-, - ,: , , ,, ''r.;, 00 r .- o ,, ! 7 y �,,- # ! `•`,, ,, , ../ I. ti. . , . \ , ' ./, _ f. ,_ y. vim,,. \.: ". \ , � ,. .. '`" , ! a \ t - `t \ J , 21 . 5 O p ti p \ , 000000c, J 0 0 \ o � O0 t 1 I , ' n *rt, a , rye *:.. ,.: `•, ,. --,, \ 2 / \ . 1 r x - ' ma's - j „•" .•... ,J r' k GEOCOMPOS(T rji ti I I .4 2 2 . 5 i __ .�: , � , ,, I \ - , DRAINAGE LAYER —t (TYP.) J , y H 1 ' 26 , 1 RCA-12„ STUN i r �" -f- E ^ {" I CONCRETE APRON (TYP.) : SEE DETAIL ON DWG. 18 ( ) 25 I 2' DEEP LEVEL SPREADER : 10 t LIMIT OF CAP � RENO MATTRESS (TYP.) # I l f �- i + `y <t \ , �' CONCRETE CURB ! (SEE DETAIL ONLLJ DWG. NO. 18) + - , . r # t V) GUIDERAIL(TYP,) , (SEE DETAIL ONui DWG. NO. 20) .: I I \ 1 \ \ F1 7 .01 t ( 7- / fit/\'` } .•' , \ , ,,, I t 1 k • V_ ip i i t I . r x t + 1 7. 0 4 SCALE DRAIN (TYP) i 1 7 . 0 + o _ �� � I = + I -- co 4 mow. .d� �`�"i * 'fix,-� r ` F! t p IrF x . l.J f 4 w, ttiW � ( � �� ' \,1 '!` STONE FILL (TYP.) 50 r: , + III r , �1 -- e 1 r `- ,. T y x r � , I , v r . , r F 4 I +1 J � ''� "`' I ,!, •�'" `ram' � rr MATCH LI N E -- SEE DRAWING NO. 12 0 30 60' 90' DIR: 1314lGEN-CONS' FfLE: t314-GC13 SCALE: 1"-30' SATE'. N1#Mf69-1�-00 r N i DATE VISION NT UNAUTHORIZED ALTERATION OR ADDITION TOWN OF SOUTHOLD PROJECT rdcF�, F 4 I __- _-_ f • 5 TO THIS DOCUMENT IS A VIOLATION OF SUFFOLK COUNTY, NEW YORK 1314 -` SECTION 7209 OF THE NEW YORK STATE SOUTHOLD LANDFILL CLOSURE FINAL CONTOURS EDUCATION LAW. ENLARGED PARTIAL PLAN SEPTEMBER 2000 1 a T.F.M. J'E,z, DVIRKA AND BARTILUCCI NORTHEAST QUADRANT _ HE,"EL . . GENERAL CONSTRUCTION DESIGNED a�: CONSULTING ENGINEERS C_F.V. E.W.P./D.S.G, A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. 1 ,'-30' 4 14 22 14 23 RECHARGE BASIN NO. 3 54 ------- I —471_ --- 51.5+ _ SEE ENLARGED PLAN o a ~ �` op , ON DWG. 16 P oo ^ +1 1. 4" ANCHOR DRAIN , RECHARGE BASIN N0. 4 1.s+ ! 4 21 t - _�4 6 _ E , , t b 1 0 Q d o a i Oa r oo , a , o :a 1 . . o . . o E C MPO IT. o S E DRAINAGE i w Q x /5 f , , f jj + I 73.5 / 1 • f , SEE ENLARGED PLAN ON DWG. 16 j VJJ I 1 \ : t , „ , / v / / ; - - 4 ANCHOR DRAIN , I 4 SWALE DRAIN (GYP.) - h i „ ' f 1 ` , r ; , f 1 fir,•; I / i' , „•; , - < . • , , , - x t - / � 1 / t M , M , , ' , • --- ., - -— ----_ ES #6 ES 1 k, INV L 51 .25 / # _- 0 ! INV. . 45.00 c -E L ��yrr^�� t�! CHDPE 100 F— , E 24 � I Yw 30 LF-18 0 CHDPE r k: f C I : { .• 1 ' *' iNV. EL 52.00 INV - ,:, r ;:,. �.�,• f , EDGE OF PAVEMENT 83 LF-18 CHDPE ;:-' P ;- r. — �--- - � . , ; ,-'�:� �::::�, G .- TO OVERLAP EXISTING @ 1 .57% ,. r 14 la, w • , i ES 4 INV. EL. 47.50 ,. .�, SEE ENLARGED PLAN 1 18 �• .r;, :- . , - ,f :_.. ON DWG 17 _ _ _... _ I s .. Q SEE ENLARGED PLAN . 3. ON DWG. 17 I 12" COMPACTED RCA ry '''�, - ; ',' •- AND TYPE II GEO TEXTILE 2 ! (SEE MAINTENANCE ROAD 14 I i'` r . . ,p DETAIL ON DWG. i 4 18 i . ` r ,I I F PROVIDE WATERTIGHT _..1 . { t , I PLUG ` P L _. \ SEE ENLARGED PLAN , �; '•,0N DWG. 17 \i '� �, 1 � MANHOLE #1 , I \ 4' \ i I RIM 46.00: 2 INV. EL. IN 33.10 (18") OUT 21 8„ EL 0 32.90 (1 ) �. INv 307 LF-18" 0 CHDPE , , f @ 34% , : i } ' STILLING BASIN #1 : e` i INLET EL. 38.25 N,E,W INV EL 34 4") 42 LF-24" 0 CHDPE ` k - LIMIT OF CAP �,; r @ 2.62% ' r `` l ✓- 1 MANHOLE #2 i E 14 RIM_. • I 46.00 _ r .- fi INV. , IN i o'y I EL 28.78 (1 70 , I •. NV EL IN 32.90 (24 ; , INV. < EL U _ 28 58 \ , , , , - 45 LF-36 D CHDPE i x ! % ! � @ 1 51 ... MANHOLE f RIM 46.20 f 27 90 ( ,. \ � �, I .�-'?�' �'• INV. 3 6' EL IN ) INV. EL. OUT 27.70 (36") ' RECHARGE BASIN N0. 2 \ 52 LF-36" 0 CHDPE f + 39. f f - , HEADWALL DWALL #1 INV. EL.. 26.00 t — , 61.0 : 1 1 D LAN I �--t I ��� / SEE ENLARGED P ' t I , --" DWG. SEE ENLARGED PLAN '```'— `=`---•---- ' 14 ... ON DWG. 15 i 1 SN N REND MATTRESS (TYP.) — : : - , , "-r KK _ STONE FILL TYP. 5 """ ,,„`'' ROAD -`F t j 7/ V r1 f I , , 74 23 DR: 1314/GEN—:,ONST "'----- 0 60' 120' 180' FILE: 1-114-GC14 DATE! WM/9-18-00 DATE I ,.:I:rN NT .' SCAt E: „ 60' vµ �° UNAUTHORIZED ALTERATION OR ADDITION TOWN OF SQUTHQLD NxW+roc Nc`' — �� 1. • To THIS DOCUMENT IS A VIOLATION of SUFFOLK COUNTY, NEW PORK , SECTION 7209 OF THE NEW YORK STATE 1314 EDUCATION LAW. SOUTHOLD LANDFILL CLOSURE AT w PROJECT ENGINEER: DRAWN BY: DRAINAGE PLAN ;.. T.F.M. J.E.Z. SEPTEMBER 2000 _Y 14 DV{RKA AND. BARTILUCCI ,,,_ DESIGNED eY: --NECKED BY CONSULTING ENGINEERS GENERAL CONSTRUCTION r _r -j k C.F.V. E.W.P./D.S.G. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. 1 "=60' I _ , ay , , y,1.v.:s .. ...,-;.. ... +o. a ., ,a�^ ._.. .. : #� i'-. .. .. ., <.a°.€, , 'TF, x .«.. _ .3:-, Y.Y. ,..,, >. .>.^3'.. : •... ,. .,, B' "''>'. LIMIT OF CAP 15 1� GAS MIGRATION CONTROL TRENCH 50 I ,� I I i ' 1 50 ! . t t KENO MATTRESS - � •` 307 LF-18" 0 CHDPE J IWi f { I I w ip `: LIMIT OF CAP STONE FILL (TYP.) j I f � � z I = i5 ig , jj I STILLING BASIN 1 ( w `t INLET EL. 38.25 N, INV. EL. 34.00 (24") 45 f I 45 2 LF-24" 0 CHDPE } MANHOLE #2 RIM 4„ 00 `'I--I SWALE DRAIN INV. EL. IN 28.78 (18') t I SEE DRAINAGE INV. EL. IN 32.90 (24") 40 I 39.0 - STONE FILL i Y f Li - � PROFILE THIS INV. EL. OUT 28.58 36" I 40 r SHEET ( ) ( �� RENO MATTRESS (TYP.) 1 ,, I 14 I I ,----- 45 LF-3 6" 0 CHDPE �` @ 1 .51% 50' TRANSITI N II I _ I { I G --� �• r MANHOLE 3 RIM 46.20 _ INV. EL. IN 27.90 (36") 35 I INV. EL. OUT 27.70 (36 ) { i I 35 39.5� + , I I I I i 52 LF-36" 0 CHDPE + ` 4 SWALE DRAIN TYP - — - I RECHARGE BASIN NO�. 2 ( ) @ 3.26% ' SEE DRAINAGE PROFILE THIS SHEET 3 „ , I O I HE #1 30 ICH 1 I 30 INV, EL. 26.00 ; }� ( STONE FILL (TYP.) SEE DETAIL THIS SHEET) f i 39.5 QEOCOMPQSITE DRAINAG - -"--• _� _ GEC�COMPOSITE DRAINAGE LAYER (TYP.) . / oo I - \, + r� � i "'�'-------._ LAYER TYP. V "`►/ RiPRAP APRONS �, f (TYP.) 1 r. _ - 25 I oo °�' a EL. 40.00 0 }�3 o N I 001 I f : 25 a II • I i ww _ t I O . Y-. "� J ". i l l r _ I ".. ✓ i cT { i- -f- `` 200+00 '� 00 2+00 3+00 4+00 ", DRAINAGE PROFILE � ' '- �� � :: SCALES: ` HORIZ., 1 "=40' . VERT.: 1 WEST �:. �1A1NT DNA IV ~` RIPRAP APRON C,E R i •'� i , EL. 26.00 ~` O ti� ` STONE FILL (TYP.) 1 O RECHARGE BASIN NO. 1 #5 @ 6" EACH WAY -_`"--- f-fi� TOP & BOTTOM I I Tom`- - �'`'--w "�•" , � CAP SYSTEM OR GENERAL FILL AND TOPSOIL WHERE - ` -- -� 1�1�2"CL TOP SLAB OUTSIDE CAP LIMITS ---- -_._. PARTIAL PLAN -- RECHARGE BASIN NO . 1 , � , "=20+ 2 cL ,,� TRANSITION BLAB FIN. GRADE PARTIAL PLAN -- RECHARGE BASIN N0 . 2 NOTE: SEE DETAILS THIS DRAWING FOR STILLING BASIN AND MANHOLES 2"CL "-20' �\ � =} I fi I I '•, � Q 4"0 CHDPE SWALE DRAIN -------- - __ �-_ } H I t - (TYP. OF 3) 4-#6 BARS TOP i #6 @ 6" E.W. BOT & & BOTTOM p I �' #5 @ 6" E.W. TOP BURIED DRAINAGE r 0 0 0 WASTE OR EXISTING NATURAL SJII.. AROUND OPENING /� PIPE (SIZE VARIES) ----- --w �0 { i I { { oo 00 BOTTOM OF I ---- 00000c SWALE (T) P.) I I I 11/2'CL 0 0 0 ( {= { { I o Q o0 0 0 I RENO MATTRESS 4-#6 BARS TOP _ 0 n n n { { I ©" REMOVE WAST RIP-RAP APRON _ 0 „ E MATERIAL WHERE PRESENT, & BOTTOM 2'-G + INSTALL PIPE THEN BACKFILL WITH GENERAL (SEE PLANS) B TWO COATS OF HEAVY ASPHALTIC PAINT ON -t---- 4'-0" J AROUND OPENING THE EXTERIOR OF THE ALUMINIZED-STEEL PIPE PIPE DIA. (TYP.) FILL AS SPECIFIED TO UNDERSIDE OF LANDFILL CAP WITHIN CAP LIMITS AND TO TOE OF SLOPE �'° (JYP)ki WHICH IS IN CONTACT WITH CONCRETE (TYP). UNDERSIDE OF TOPSOIL OR GAS MIGRATION I OPE ' i CONTROL TRENCH OUTSIDE OF CAP LIMITS -- � \ j PLAN - w 12" TYPICAL DRAINAGE PIPE DETAIL �, ,. I N.T.S. 6» - - - - -` - - I _ - - - - - ^ - - HEAVY DUTY FRAME AND COVER � \ - _ - - - - - C.AMPBELL FOUNDRY CO. N T . ALL PENETRATIONS INTO STILLING BASIN, {- - - - - S N, MANHOLES AND \� ` PATTERN N0.1012.A HEADWALLS SHALL BE CONSTRUCTED AND GROUTED 1 CONCRETE WITH NON-SHRINK EPDXY GROUT AS SPECIFIED AND TO THE SATISFACTION OF THE ENGINEER c BRICK ;- 1 --1/2 CL. (TYP) _ C _ 1 2" CONC. - - - -- -- - i 8' I MORTAR 7 -- Li- I 4000 PSI 4 0 CHDPE SWALE DRAIN r-. 50 `.•_ CONCRETE -- ----- !'N.MAX. I I i 50 1_I RENO MATTRESS I `- 0 RING GASKET OR TWO 1 " DIA. I 24"0 CHDPE REMOVABLE 2_6" DIA. PREFORMED PLASTIC SEALING — r— GALV. STEEL GEOCOMPOSITE COMPOUND (ONE ON EACH BEARING Q GRATING - STEPS (TYP) SURFACE) TYP. FOR EVERY JOINT DRAINAGE LAYER T REMOVABLE GALVANIZED STEEL Ik:G BORDEN/ f I � STANDARD TYPE B PRESSURE LOCKED 60 MIL HDPE TEXTURED � #5 @ 6" EACH WAY TOP & BOTTOM GRATING WITH NO. 11 BAR SIZE OR PLAN GEOMEMBRANE 1 '-1/2" CL. ALL WITH 4-#6 BARS AROUND 45 " 45 USE 2 6 BARS APPROVED EQUAL. THE GRATE SHALL BE (TYP) I OPENINGS TOP & BOTTOM „ PROVIDED IN 3 EQUAL SIZE SEC'�IONS +.� � 4 0 GAS VENTING LAYER HOLES SYMMETRICAL ABOUT p� CONTINUOUS 2 » Q @2 0 O.C. II i � 1/2"x1/4" GALV. 4 1/2 MIN. EGDE DIST• >I AREA OF CIRCUMFERENTIAL STEEL ! -- #5 BENT BAR ANGLE I ___ = 0.0025 x I.D. IN INCHES (SQ. 18 LONG-18 C-C TO PROJECT 6 1/16" NEOPRENE __--4'-a' DIA.--- 5' IN. PER VERTICAL FOOT) MAX. I IF CURB IS NOT POURED MONOLITHIC 40 I 40 WITH SLAB. GASKET 5/8" ANCHOR @ 12 O.C, o c SPACING = 6" I { f f 4"s� CHDPE SWALE DRAIN (HILTI 5/8" OGALV. KB-II EXP. � - � ; j 6" REND MATTRESS ANCHORS W/4" EMBEDMENT) _ t `J #5 @ 6" E.W. (TOP) PLAN 4 i 7"I VARIABLE #6 @ 6" E.W. (BOT) + LOCATION OF _ STEPS AS DIRECTED BY #5 @ 12" MONOLITHIC SLAB USE 2 6 BARS �I ENGINEER d (PLACED RADIALLY I f_ ) I I # f'T,-r �1 i T ice' I I I tO rfi'f f t 1 t f , of 35 I Wlpp FOR 36 0 PIPE INSTALL I f I I l l I I d JoL p r �. 35 " o°o°o°o°©°pboUo'"o"' � �� '�' 61d�oUo"o 0 0 �" —DASHED LINES SHOW ° o 0 0 0 0 ° o 0 0 0 0 0 2 #6 BARS ADJACENT TO � ono o„o � � � n � I --- -m� TYP CONFIGURATION � - { 7" (TYP) � 7" 6_0" DIA. 7 xl FOR LOOSE SLAB , - - " T-. - -- INSIDE FACE - I 3 01 C DPIE { RIP-RAP APRON \ _ m MANHOLE STEPS I " 2 #4 BARS 4"0 CHDPE SWALE GRAIN CONTINUOUS I 36" CHDPE PIPE 12" O.C. (TY'P) I DO t °0 AREA OF CIRCUMFERENTIAL STEEL 30 ; I ° °°` `�`1 = 0.0025 x I.D. IN INCHES (SQ. 30 gAll I oo °oc f I j ( I I 2%2" KEY o o c IN. PER VERTICAL FOOT) MAX. � � ` -- 12" - 6" APRON _ _L o° °or - ---' °° SLOPE 1 " PER SPACING = 6" -- ! } 8'T cc, - „ 12 UNDER #2 STEEL HOOP -WALL 3 CL.(TYP) CONCRETE FILL -L ' t c , _.. __I_ #4 @ OPENING(TYP) / I oi�� I TYPE II #4 @ 6" WITH CORNER 25 25 GEOTEXTILE COMPACTED SUBGRADE } I I O ( i aC3 I I goo Q BARS AT ENDS (TYP.) 1 -�� f� „ )o° o°� 2" MIN,- - .,..= _ _ - -- xI d j _ I I— SECTION C-C)l 1- HEADWALL DIMENSIONS 24 0 CHDPE CONC. j FILL O°°C �' _ _ �� WI W W1 w I I ! 1-4 INV. EL. 34.00 2" CL DOWELS @ 12" O.C. 11/2" CL. (TYP) - SPLICE #5 BAR 2'-0" Y I , } - 12" COMPACTED o° °c •. .. .;. L:. �` '.,,. 20 I f z z z I I A B C D E # #6 @ 12" (PLACED RADIALLY) _ 20 36' 8'-8" 6'-0" 4'-4" 17> o° ,: , °oc 4 © 12' EW 12" COMPACTED `r., . :.' . . '' 0+(�0 -8" GENERAL FILL - :< 0 "' �,.``: ::°oo MIFAR FABRIC FOR GENERAL FILL #5 @ 12" REBARS 1 +00 0 0 0�0�0�0'`0`'0�0 0`0"`0 0 0 c 2 -8 ( A= PIPE SIZE IS E.D. 0 0 0 0 0 0 0 0 0 0 0 0 0 o CAST-iN-PLACE CONCRETE 6" MIN. DRY MORTAR BED DRAINAGE PROFILE o°o°o°o°o°o°o° 6" sECTION B_B SCALES: HEADWALL DETAIL S CTiON � (''�}� C F. '31a �cN-CONS; STILLING BASIN DETAIL QM- NOT DESIGNED FOR TRUCK LOADING 6 ~0 DIAMETER MANHOLE HORIZ.: 1 =40' N.T.S. I,JFITE. WMJ9 i8`t�J N.T.S. VERT,: 1 =4 NOTES: T NOTE: REF. N.C.D.P.W, MANHOLE DETAILS 1 . ALL. CONCRETE SHALL BE 4000 PSI (MIN) NC. DATE i RE'JtSION �. r UNAUTHORIZED ALTERATION OR ADDITION TOWN OF SOUTHOLD P4�;t_� R�� �:�� r�, t��;. TO T HIS DOCUMENT IS A VIOLATION OF _ -__ :. s" SECTION 7209 OF THE NEW YORK STATE SUFFOLK COUNTY, NEW YORK _ EDUCATION LAW. 1,314 _ __ __ __ ___ _ _ „ :• SOUTHOLD LANDFILL CLOSURE MIS CELLANEOUS DRAINAGE DETAILS AE -- — —___ PROJEC? ENGINEER. DRAWN EY T.F.M. J.E.Z• avIRKA AND aARTI�UCCI STILLING BASIN , RECHARGE BASINS N O. 1 AND NO. 2 SEPTEMBER 2000 DESIGNED B<r CHECKED ;--- ---__ E �ED BY CONSULTING ENGINEERS GENERAL CONSTRUCTION 4 C.F.V. E.W.P./D.S.G. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. A T I S NOTED i a i .' ,. .. §' a+a. « C J rat• ... ,. . ,.' ... r.-wS.w3`v„_. vi.'- .,, r- , -.::.: ...a. .. .. ..... -µ .. 'al.. _. ✓... ,. 4.... v .. .. ?M . .. .,S s''S!.. , .`1.: ` M'rc _,.}"• n.,C„ ..:. « ... a..,^ ,tea... : �` - r,. ,.. + ` .; .„ .=`^'m'• �' oop. �1~ 4" CHDPE ANCHOR DRAIN --- '" l ` r ' ``�\. PROPOSED LOCATION OF GAS i _ f \ ~ MIGRATION CONTROL TRENCH 0\ 20 ~ fslim IT_ M LI OF GAP STONE FILLT. O 0 O I a,= `• r ----__ EAS'v RIPRAP APRON L ` , � y-- I I f ,� r i \.� F ' 1 .,, r � T F NQE.. . . ® -- t -..., ff i T IN RECHARGE DRAIN J�4 ANCHOR BASiN NO 3 1 ti v ;11 i LL I }f i RIPRAP APRONS . EL. 12.00 0. } (� STONE FILL (TYP.) #� 11 .5 ti RIPRAP APRONS / EL. 30.00 STONE FiLL (TYP.) r d' RIPRAP APRON 1 /\ r r _ I \- f,�.' j + 29.5 LIMIT OF CAP RENO MATTRESS (TYP.) - RENO MATTRESS (TYP.) r I F BASINH NO.E4 r I � I .` \ I 1 ~ .,' !! yGEOCOMPOSITE DRAINAGE GEOCOMPOSITE DRAINAG LAYER (TYP.) 0 LAYER (TYP.)0 + 11 .0 Lj a r> O 0 0 v 29.0 0 4­1S + � a000 ao �. off, STONE FILL o O a 22 ..., O 0 a \\ \ ..-tom`.. ` 1� ���. �' � '� � ~. ./✓i - ,� �^ I I `'\,� , �'`� S ' "`'-, .i~ r,.. ��''�\ J '',� � - OOO 0O 0 oaao ~ X� i CI , O O CHDPE E ANCHOR DRAI N 0 . i 0 - + k A� CONCRETE .APRON q ,- ,$ � ( ram �� PROPOSED LOCA;ION OF GAS (SEE DETAIL ON DWG. 18) �z h, a 0 1 (\` 1 MIGRATION CONTROL TRENCH I � I = I 1 PLAN — RECHARGE BASIN NO . 3 PLAN -- RECHARGE GE BASIN NO. 4 , 1 =20 VEGETATION TYPE 11 GEOTEXTILE (TYP.) ' 6' ( ' EROSION CONTROL FABRIC 4 4° TO 4 - — STONE FILL 4' 4' TO 6' 4' STONE FILL VEGETATIVE GROWTH MEDIUM 9'X6'X6" ZINC COATED _, BARRIER PROTECTION LAYER 2 2 RENO MATTRESS� //\,// //\//\ \ \ \ \ , w o 2 STONE FILL 2 GEOCOMPOSITE DRAINAGE LAYER \\ \\ \\ \\ \\/ 1 1 \\ \\ \\ \\ \ d c� - \/\ 4 CHDPE SWALE DRAIN ////\ \ \ \ \ _U ---`I 60 MIL HDPE TEXTURED GEOMEMBRRANE \/\\\ \ Q d I I \//\ \ Q w -T•� -i-� r-r"n-I'T" i GAS VENTING LAYER : :. \\//\ \///�\ U w 111 111 11111 1111 I 1 1 1111111 I I I I—_1 11-- - I �; 1 � _ —TYP. ANCHOR TYPE GEOTEXTILE // // // // // // // /� / O O O O O O - 77'77 000000ppppppppl 1 1 TRENCH ____ l i l j � 1 11 I I 1 1 „ p ,I ,i`�T �- _ _i 1 GEOCOMPOSITE DRAINAGE LAYER BOTH SIDES CONTOUR GRADING MATERIAL------- n�) v 1 I �I I v U n O p p p O p ` I I f 4—I I I=I !— F SWALE) O U , , I , , I EXISTING NATURAL SOIL OR PROVIDE O C3' I I I I I O O O O O v 1 1 i I 1 ( III" O O O I II11 III , p O p O p O p O O LI III1 0 0 (�' I I I III 0 0 0 0 0 0 0 6 If 1 1 1 It I I I I I I i ► GENERAL FILL AS NEEDED 0 O O ' 1 1 t , l O O O c, i l i 1 1 i 0 0 O O 1 1' I I 1 1 I O O O O C O O 1 { RIP-RAP APRON RENO MATTRESS STONE FILL TRANSITION GRASS SWALE O O O O 1 1 1 ' � ; i ' 0 O O O O O O O O O O V O O I ,� O O O O 0 60 MIL HDPE TEXTURED I WiRE MESH PATCH SEWN INTO RENO MATTRESS VARIES-SEE PLAN VARIES-SEE PLAN 00000000 `-Il�.lii1�'I'i17-1T't'7r1-711^'11^'t� I�T� 7r17-1 �� 1111 J O O O O O � ( O000C- O0 0 0 0 ,01 i O 0 0 O C� GEOMEMBRANE n �, n n r, I WITH WIRE, TOP AND BOTTOM (TYP.), WIRE VARIES-SEE PLAN O O O O v i i 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I 1 1 I , , O O O O r I MESH AND WIRE TIES SHALL BE SAME AS p A , O O O O t�' v ' V' v ' V' ' v ' l�' ' v ' V' v O O O O REND MATTRSS MATERIALS. U �OpO000000000000000000000000000p�`p , O�OpOpOpOpOpOpOpOpOpOpOpOpOpO�., f' I 4" CHDPE SWALE DRAIN TYPE II _ � OOOOpOpOpOpOpOpOpOpO�OnC� I I GEOTEXTILE _ - - ^ n ^ p TYPICAL IN AREAS OVER WASTE TYPICAL IN AREAS OF NO WASTE APPROX. TOP OF SWALE STONE FILL - 00 SECTION "A--A" SLOPE VARIES DEPTH VARIES \ \\i\i /i N z Q TYPICAL GRASS SWALE SECTION C--C fs N.T.S. TYPICAL REND MATTRESS o N.T.S. w REND MATTRESS (TYP) i co 4' 4' TO 6' 4' r�t'rl 1 1 ,, '�5 b TYPE 11 GEOTEXTILE i i l l I'T i'IrT ilJ^t'4�111' J�I.t 'J�v'��oOnO 0 Ibu°�°opo°oo� ° TYPE !I GEOTEXTILE I 000 ^, — 4" CHDPE SWALE DR - 2 2 00 f \C� a Q A R I P-RAP Q o z VARIES-SEE PLANS I!-!II_!I1=!I1=1Ii !I!_!ii 1I iI' ^�i 1I1,-�I_-_!.=Ii I 1I-I_�)I._!I-=!i 1I 1I—;�!III=-II;I_.-!1._-1I_I1---1;'I II_=_,!!�_"I_}=1,I�11_=►I If'!L-I_{ iI—I-i_!! hI_1 f�=iI!--1!II-Ih=I1!I II T_—Ii I(I=-,I ,(I--i!11D=-,!I 1—�!,f!,;=:II!I—i =1)1 I1--1=-i—_-1!I-i 1I !II1_==IIII=ii=_—!!1 I I1!=—=-1!I!hI--!1I!I III'!(i----!I1 II!II—i_=1II II!II=�---!! 1I==i i1! I 1I=—_!I!I!!..=—1!I!I1—�-_! ._I='-II I (—II II !I_-!II!!, !fIII I(I_I 1- __�__Q aw r>l'"�1'_ �,",.�" "'r'r. `1:''1 �..�,0r.t..O.�,.,o...hC�1r111 . '.*,. 2 I I Ir,!.: � TSPIT'TtiT iT"lTTirTirtii rRTON_ FILLDEPTH VARIES FtO� Mi 1 I � 1 d1 q w Q - 11r1,i -1�i 6 TO 18n (SEE PROFILE) RIP-RAP APRON 1 ' I� 11�1 + I�'1 'v, 11J, I ; ` ?.O O O O 0 0 0 0 � 0 0 CAP ANCHOR DETAIL I ? ° . ° ° ° U YPE II GEOTEXTILE2'-0" 3'-0"III 1TIO0001 � I� i. 0 (TYPICAL) (TYPICAL) (TYPICAL) n o o a oo oo o O O o <1 i O O'I I 1ppppO O o 1 o 0 0 0O o 0 0 0 o 0 0 0 O O O 0 O 'o O 0 0 0 �I 12" 1—� I TYPICAL) EXISTING NATURAL SOIL OR TYPE II GEOTEXTILE O O OO OO OO O rI1I118000000000 1 PROVIDE GENERAL FILL AS NEEDED O O O O O O -7 IT=75=717I=O O O OO O O OO O O O O O O O OOooOo ,pop0p0p0p0p0p0popOpop0p0p0 p0pop0p1- — c O ",000000000000000000000000 /1 0,; 0 EXISTING NATURAL SOIL OR PROVIDE GENERAL FILL AS NEEDED EEDED CHDPE SWALE DRAIN c TYPICAL PROFILE OF DRAINAGE SWALE SECTION "B — B " SECTION "D-- D" D;R: 1314/GEN-cONST N.T.S. TYPICAL STONE FILL TRANSITION PltE; 13;4-ee16 N,T.S. TYPICAL RIPRAP APRON DATE: WFM oc9-18-oc NOTE: SLOPE EXPOSED SURFACE OF STONE FILL UNIFORMLY OVER TRANSITION FROM GRASS LINED SWALE TO RENO MATTRESS LINED SWALE. N.T.S. '--V�. I GATE I INT. UNAUTHORIZED ALTERATION OR ADDITION TOWN OF SOUTHOLD „ c NO, v:,, TO THIS DOCUMENT IS A VIOLATION OF SUFFOLK COUNTY, NEW YORK 1314 SECTION 7209 OF THE NEW YORK STATE I ; EDUCATION LAW. SOUTHOLD LANDFILL CLOSURE p RECHARGE BASINS NO . 3 AND NO . 4 A, =V NtER. DRAWN BY AND TYPICAL W SEPTEMBER 2000 T,F.M. J.E.Z. SWALE DETAILS --�---- - --- - - - DVIRKA AND BARTILUCCI GENERAL CONSTRUCTION I DFslcrvED B . CHECKED Br: AS NOTED - � CONSULTING SU LTI NG ENGINEERS { C.F.V. E.W.P./D.S.G. A DIVISION OF WILLiAM F. COSULiCH ASSOCIATES, P.C. , 1 , t r , f 1 d LIMIT OF CAP SWALE DRAIN TYP.) GEOCOMPOSITE I t r DRAINAGE LAYER ! I GEOCOMPOSITE TYP. r'' I DRAINAGE LAYER , � �, I W ( ) ►6 j f f (TYP,) -,_ n Z 1 , : r , � �� \ � ! ', f ✓ / � ~'`t --' err �- � - , f' I I J - CQ ! ; STONE FILL (TYP ) '' `'✓ C� f { ✓ �. I CONCRETE APRON ! i I + .✓` ''� e SEE DETAIL ON r x , I I I i DWG. 1 ,, , 45.0 } k , / I \ (. I , 52.00In v Cif ,>. EDGE OF PAVEMENT 4 r , � ., � . ,r. , EMENT T vv ! $WA I I OVERLAPEXISTING •rA .! ai .,a 1 f e, U DETAIL ON DWG. 18 GEOCOMPOSITE , / X 1 (_ 51 s I RA NA E ' � �, - -. ,. ��. ._. , �, .. ,. .n �•` I '� ,4 i� PROVIDE R, 'd•h LAYER TYP. 1 1 . J;,�t' � .r•' . , .. . „ , .,, ,. - � _ DE ,. ,. / r / ... �✓." ..:5e. ... .: -. :, .:. ,..,: .. r'-- - .. / , ., LUG OF, w :. c / 3 A NV. EL. 45.0 ,.. , 100 LF 24 CH .. INV. ,20 / ES . . , :: ✓ , , ! „r, ,: � .Y,., a .._ N ,, , r .. � + .R \?�. RIM 46.00 MANHOLE #1 83 LF-18 CHOPS - ` ti �. INV. EL. 43.50 ., ' ` , i f © 1 .57% i ¢ ' i RENO MATTRESS (TYP.) ! NV 3EL� OUT 3290 ! rf r ES #4 STONE FILL (TYP,) - CONCRETE APRON INV. \ ON EL. 47. -` `�,\ �.;. T,, ,�+\� ! B - (SEE DETAIL " F I , 1 r "� � � i/ '\ .r ., ,. y,- ,'`.,,/,.. 1 '! r:s'1''\• ''">�," ^ ,a .r, r r —•- , DWG, 18 LIMIT OF CAP _ \ �. I I / ` , - v -! . I ` I✓- t ) ... �. ✓ '`,. ' I A -1 ',. " f '. ,✓''.. : 4. ! a, �4 ram^. i ,v. ( I I 4 _ CONCRETE APRON — � ,-� !( - - .. -.a.� �-. � � .^r � I �.. ,. �s . -- � •:. ::- `_. ,,, i 3•�.- � SEE DRAINAGE ' -� , t > -' =- - SEE DETAIL ON D4 1 r - ` -L_ ''- -* PROFILE ON DWG. 15 1 r i S I t +y 1 � _>�= , . ✓r- i 30 LF 18 +� CHD. E 1 r r d .'< .:,r yam--- �,,,�..� .._._ � 1 i i -'-f-., I � -,., � ":' ._. � '�w v. �._ , .r,'' _ -� -- ._ -- v 1 . tt I SWALE DRAIN TYP. PROPOSED LOCATION OF GAS MIGRATION , - CONTROL TRENCH , PLAN -- ES #3 TO ES #4 PLAN — ES 5 TO ES 6 PLAN ES 1 TO ES 2 —TYPE I GEOTEXTILE �^60 MIL HDPE TEXTURED GEOMEMBRANE —TYPE 11 GEOTEXTILE STONE OR ASPHALT (SEE PLANS AND DETAILS) —GEOCOMPOSIT DRAINAGE LAYER WIDTH OF SWALE VARIES (12'-0" TO 14'-0") - —=1 I f z/ BARRIER PROTECTION B A LAYS DIM N I p g . E SON VARIES WITH DEPTH OF SWALE z GEOCOMPOSITE DRAINAGE LAYER � 2 60 MIL HDPE TEXTURED T'M T M-r 1' 1 GEOMEMBRANE ,�I� 10 �'tS �12" GAS VENTING LAYER I Imo' �!;� `v 0 O 0 6" MIN (VARIES) CONTOUR 6 ' MIN (VARIES) 000000 � � , rl\� , II c� O O O 1 111 O O O O O GRADING MATERIAL C0000000 OI {! ��Ti—IT1 1 TT 1TT'1TT-1 �T t-1T 1'1T1 + 1 O O O O O 0 ' . I 1 1 1 I I I I I I IIIrI, I l lilll i t lil lil lil l , l C 0 0 0 0 0 0 0 0 0 0 COCOCOCO0000 0v0 � � 0vOvOv v v0v0000000000000 ( 0r� 0 0 - 0 , 0 0 , O , O �, Cr, O - O ,, O r, Cr, Cr 0 /--'\ 0 ,-, Cr, 0 /-, C 0 , � WASTE CORRUGATED HDPE PIPE SECTION 4" CHDPE SWALE DRAIN ROAD STONE FILL AS STONE FILL OR RENO MATTRESS SHOWN ON PLANS AS SHOWN ON PLANS -� 5' MIN. _ 1 : 5' MIN. `.moo a `�` � 0� 0 J)O( � EROSION CONTROL BLANKET _ 00 o 0? 0 4" CHDPE SWALE DRAIN c � �000 �) � VEGETATION � )� } O C7 BOTTOM OF SWALE � � �� 0 o 0 rJ � O/�` ? jo (J } �(��L,O 6" MIN. VEGETATIVE GROWTH MEDIUM� i\�} , 0 12 MIN6 . BARRIER PROTECTION LAYER �� E o��,G � o �� , _. .._.. _ — — _ _ � , — — _co) �� (�, � ����� v�v-' v �qR/E STONEFILL MIN. 6` { — — — — — — — — — SL PE — — — — ^ — — _ �„J �C,`� M�t� {�C GEOCOMPOSITE DRAINAGE LAYER \ S ABOVE ANCHOR — - — �-- DRAIN — — — — —-- -- --- — — — _ — — f 60 MIL HDPE TEXTURED GEOMEMBRANE %n� �o J�J — —_ _ — _.. — _ _ — _ — _ — _ \t' 0 Q o )0 12" MIN. GAS VENTING LAYER � o � l 3, �- r o� o o - � TYPE I GEOTEXTILE ! —I r\��Q � OC.�� �✓�, �� a � �� --� o _0�0 p � O I ``� � 1�—I \ C> '� �O OC3 6 MIN. CONTOUR GRADING MATERIAL a I I I`r►, �o '_`t"' o o \ C� a a O a O O ' 1 1� 11, LOW POINT H = (� � , ' ° o boo 'o 00 O O O a L lI _ �\��\ o > o a o O a -1 I_ I I'l l L i�1I I-�I I 1 I{=41-1T(- \ �)Coo,,-?)O ��to ofl C ,4 <-� �o ( � O O O O —iZI—TI-1 I I 1=111=1Ti 1I1— \� o I c� n �c c 0 0 0 0 11- I l--�T�-T-; C� 6 �_ o 0 0 0 l i o o WASTE � 18' TO 24' DIA END SECTION ppol- TYPE II GEOTEXTILE � 18" TO 24" DIA �-�-� r - I HDPE PIPE CORRUGATED 4 ANCHOR DRAIN 3>-0" 2'-0" PLAN VIEW CAP ANCHOR AND ANCHOR DRAIN CULVERT UNDER ROAD DETAIL ,> >, N.T.S. SECTION K-- K N.T.S. DiR: 1314jGEN-CpNST FILE: 1314—GC 17 DATE: WIM!09-18-00 N0. DATE UNAUTHORIZED ALTERATION OR ADDITION TOWN OF SOUTHOLD FIROJEC- NO DRAWING NC.) TO THIS DOCUMENT IS A VIOLATION OF SUFFOLK COUNTY, NEW YORK 1314 SECTION 7209 OF THE NEW YORK STATE S O UTH O LD LANDFILL CLOSURE EDUCATION LAW. I - : I t MISCELLANEOUS DRAINAGE DETAILS SEPT EMBER EMBER 2000 ENGINEER: DRAWN 8Y T,F,M. J.E.Z. 1 7 " — DVIRKA AND BARTILUCCI GENERAL CONSTRUCTION DE3fGNED BY: �� ;_D , CONSULTING ENGINEERS a` C.F.V. E.W.P./D.S.G. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. AS NOTED 3 15' OR 20' WIDE MAINTENANCE ROAD 10' MIN. SWALE WIDTH VARIES 12' TO 14' 3" ASHPALT CONCRETE - SURFACE COURSE TYPE II GEOTEXTILE (EAST MAINTENANCE ROAD-6" LAYER OF RCA 4" ASHPALT CONCRETE - BASE COURSE ' ) (SEE DETAILS ON DWG. 16)(MIDDLE MAINTENANCE ROAD-6" LAYER OF RCA) � 8" AGGREGATE - SUB BASE COURSE (WEST MAINTENANCE ROAD-12" LAYER OF RCA) 2 COMPACTED SUBGRADE S�dP V SLOPE VARIES 4" SWALE DRAIN SWALE WIDTH VARIES 12' TO 14' 10' MiN. 30' WIDE MAIN ACCESS ROAD 10' MIN. SWALE WIDTH VARIES 12" TO 14' \ � (SEE DETAILS ON DWG. 16) (SEE DETAILS ON DWG. 16) TYPE II GEOTEXTILE ¢ =III-=I \ \ f-- a \ >III -Z 4„ SWALE DRAIN i I Li4 SWAL E DR AIN •♦ '•r 0 Il�I-III I II TII�IIIII fII---TiII I IUI O v I ! I� II ( I I i I II TI ` I I I ! I 1 1 I i r ,+ namv I II v ii nII vI II Ii IIv II I u I 3 I I I I I i `�' ► � 0 i { I .I� 1I� W` r7"I� � I -T�— 1 T " — O UU 00000 O000 O 0 o o 0o 0 ,o o0 O O d 0 0 0 0 0 o a 0a o 0 o o000oaa 1O 0 o 0 0 0oo0OoO 0i 0 OOO 0 0 cn C¢�7 > I ,e 1 r /l .�► / ., �- I /\ I r I/ I/ I I , i I i .I:' 1t• fr`f rrJ rri r Jr. rr�J I IW1t ,s Ir it• / l r r -ri Y -ri - ,r �l .O �. C /r�/ o I :- I' w 0 a o 0 a n o o , U U O n 00o 000 00ao O OoO O O0 wO O �¢I T rr>EXISTING NATURAL SOIL ao O O 1 OOOa O ao0000 ° ° ° 1 I I l + l l l f 1 1 1 I I 1 # I l i l l 1 1 I I I 1 � rrr �- -r - ivI 3, OR PROVIDE GENERAL a 1 I Y oFILL A5 NEEDED O O O O O O O 0 O O O O 0 o O O O O 0 0 O O O 012,-0 O IU U �, I _ i I ✓IJ (TYPICAL (TYPICAL) 00000000 000 O O O O 0 O O O 0 0 0 0 O O O O O 0 ° ° ° ° °i OO O O O O O O O 0 4 ° I I 0WASTE o o � l I l l l l l 1 1 1 E o O o 0 0 o a o OOOOO O OOOa0O00 ° °GAS MIGRATION 0 , v ° ° ° ° ° - O C n a n an on 0 00o0000000 o a oo oo ° /0000000 0000000Or,\0- 0 aoon ooaoOoa � 000 O O ,v . a 000NTROL TRENCH SECTION »E - E,� ° 00000000000000o � o or-, 0000000000000c) o NOT SHOWN 000 0 0 0 � OOOaMAINTENANCE ROAD SECTION AND CAP ANCHOR DETAIL SECTION »G -G " WHEN WASTE EXTENDS BEYOND ROAD N.T.S. MAIN ACCESS ROAD SECTION AND CAPPING DETAIL WASTE N.T.S. TYPE 11 GEOTEXTILE- �' ` NOTES: 15 WIDE MAINTENANCE ROAD 10' MIN, SWALE WIDTH VARIES 12' TO 14' 3" ASHPALT CONCRETE - SURFACE COURSE 1. WHEN LIMITS OF CAP ARE UNDER MAIN (EAST MAINTENANCE ROAD-6" LAYER OF RCA) ACCESS ROAD, (SEE DETAILS ON DWG. 16) -4" ASHPALT CONCRETE - BASE COURSE USE APPROPRIATE PARTS OF SECTIONS "G-G" AND "H--H". (WEST MAINTENANCE ROAD-12 LAYER OF RCA) CONCRETE CURB {TYP.) 2' (SEE DETAIL THIS SHEET) 8" AGGREGATE - SUB BASE COURSE 2. PROVIDE CONCRETE CURB AS SHOWN IN SECTION "H-H" OPE PR` S SLOPE VARIES GUiDERAIL COMPACTED SUBGRADE AND DETAIL WHERE SHOWN ON PLANS. -----------" (SEE DETAIL 4" SWALE DRAIN ON DWG. 20) 30' WIDE MAiN ACCESS ROAD 10' MIN. SWALE WIDTH VARIES 12' TO 14' -j TYPE it GEOTEXTILE (SEE DETAILS ON DWG. 16) r\r ¢ < w Imo-;II► �T_f�I f1�_=1 1n=I1 1111-1�=TT—!(i_II��,1—T11II_� �=-Ii!I IIT=iI f--Ti l i—T=�I _iIl 11i�I►�� i�-I Ii T—,�ii—I 1—T��,—I1 i1!II—r-r—Ti h=II�-I i=1_1I II_1 i I _-I I =Ii (—T; —_�I I -1 — I=� � I = �U-- 0 �ITi�iT1 i — _ \ /\ 2 �-� _= =. 4 SWALE DRA IN lit I III—III—IIi Itir Ln � � -,--, , ,v : .. � l °I ! r• , .I _I�1II—— a�_ i I " I I r ¢-, — —! i { i (- -!I O . U _ w 1 1 . 0 1�I �—`L,1--��I '�-I l_1—�-11 [—�=.�J�f —�i�(,te rI.o--I�I�•.T�1,1_ GAS MIGRATION O 0 0 0 Iv � v I CONTROL TRENCH O O O O O O O O�fI I= O O O O a11_ I_ 1! NOT SHOWN 0 O I ° ° ° 1I oO0o000 0vo _ 000 I-ill, =_;Tim- IIH iIII 000 ° ° ° EXISTING NATURAL SOIL ff= \ J I•�, w vQ 11 c0—T 1 I O O O O O O O n7,1 � -iceEXISTING 14ATURAL SOIL O O O O O O OR PROVIDE GENERAL —I —"iim O -OR PROVIDE GENERAL FILL AS NEEDED 01 � ..,.I � -�-�—=-I 14;� , I E I--�i(—III—T�� �i , I I I I r►�� �, j~" f 1 � FILL AS NEEDED ' O rl ! I I O I 02 3'-0" 1 1I1-0 III ! " " CWASTE 0 0 + O O(TYPICAL O aO0 . 1(TYPICAL t { i I L.Li - ° 0 Ili v 00,-a00 ° O 0 O O 0° ° o ° oO oSECTION $)F_ F), 000 C_ _ NOTE: WHEN MAINTENANCE ROAD IS ENTIRELY MAINTENANCE ROAD SECTION AND CAP ANCHOR DETAIL 2 (1>#5 �iII-SIT BEYOND CAP LIMITS, USE PORTION OF SESTION � _ "F-F" SHOWN BEYOND CAP LIMITS WHEN LIMIT OF WASTE IS UNDER ROAD 2 o 3'---0 WASTE N.T.S. \ v !� (TYPICAL (TYPICAL) WRAP END OF GEOCOMPOSITE DRAINAGE LAYER WITH \ \\ SECTION ��H ® � �: GEOTEXTILE TO CLOSE GEOCOMPOSITE. HEAT SEAM i i BOTTOM AND TOP OF GEOCOMPOSITE TO GEOTEXTILE (TYP.) MAIN ACCESS ROAD SECTION AND CAP ANCHOR DETAIL 2 10 .� WHEN WASTE IS INBOARD OF ROAD 6" MIN N.T.S. TYPE I1 GEOTEXTILE EXISTING GSE POLYLOCK v ?� MIN. 47. SLOPE 8" OR APPROVED EQUAL ^o --- i POURED CONRETE CURB (CAST IN PLACE) - i , ;b SLOPE I Mi 6 EXTRUSION WELD — CONCRETE CURB DETAIL VEGETATION a N.T.S. c EROSION CONTROL BLANKET 60 MIL HDPE TEXTURED J,r 1 \r /\y� GEOMEMBRANE ., TI-rIrI-rI. I �.�.L.,,�..+L.r. i... \, ..� VEGETATIVE GROWTH MEDIUM ' 1�1 i�i I J I I I , I III ( I I I I I 11 "1' ,`T"f 'r _T _T-T j I I° ° ° I 'J./ I ! l l l l l "1 `�.. -•• BARRIER PROTECTION LAYER � On00 ° 0 ° 0 ° 0 ° OUO � 0 000 � 6 U I ' �111 l ITI~ ! � -. GEOCOMPOSITE DRAINAGE LAYER 6" MIN n - O �� 0 O O O O O O O O O O U ' I y l 11 T •; 0 O 0 O O O O a 0 0 O O 0 �, 1 1 1 ►'"r. 60 MIL HDPE TEXTURED GEOMEMBRANE (VARiES) 0 - 0 - 0 n n ` ` �` n a O O 0 0 0 ° O OI I I I i' r T•f �` ,�_ GAS VENTING LAYER 1 .15" 0 0 O ° O ° O `JI O I IrITI �"` TYPE I GEOTEXTILE 0 0 0 o v 1 , I , �-�—_- POLYLOCK ATTACHMENT DETAIL O � O ° fl ° O Olvl(�� CONTOUR GRADING MATERIAL '>_0,> O O VEGETATION N.T.S. TYPE I GEOTEXTILE 6" VEGETATIVE NOTE: POLYLOCK OR APPROVED EQUAL TO BE TYPICAL CAPPING DETAIL WASTE /\ \ \/ �, \// \/Qz 7\/ / ___-GROWTH MEDIUM INSTALLED IN CONCRETE POLE FOUNDATION _ BY LI PA EXTEND VERTICAL AND I- HORIZONTAL SECTIONS OF GEOTEXTILE MIN. 2' I 11E i BEYOND TRENCH ON I I i-iI 1=I EXISTING MAIN ACCESS ROAD BOTH SIDES I! 11= 3" ASPHALT LIPA POLE I. ;) ------, �--- 3" ASHPALT CONCRETE - SURFACE COURSE 8" CONCRETE APRON I ( I CONCRETE-SURFACE COURSE --EL. 52,50/ 4" ASHPALT CONCRETE - BASE COURSE I - 6"x12" #3 W.W. MESH 4" ASPHALT t ( CONCRETE-BASE COURSE 41 EXISTING PAVEMENT TYPE I GEOTEXTILE � 12°' 5 -0' r-_ MAINTENANCE ROAD - 6" OR 12" LAYER OF RCA i-• (TYPICAL ALL SIDES) EXISTING SUBGRADE j TYPE 11 GEOTEXTILE \ d 8" AGGREGATE-SUB \�, a a BASE CO q i COURSE WASHED ROUNDED t �, -_ \� \� � \� \ GRAVEL FILL -PLACE \= D ,.;. : =I I i=1 i I=i 1 i- LIFTS ----�` i TYPE II _ 1 I 1�-71 -` ' ''j` I I-i , i-i IN 24" GEOTEXTILE -1 I M 11� BARRIER PROTECTION J -i I I III- I-I I i—I i I I I I III i i I IA EI ( I; LAYER 12" -_ EXISTING 8 AGGREGATE-SUB BASE COURSE COMPACTED SUBGRADE iI i I -- LIPA POLE 60 MIL HDPE TEXTURED GEOMEMBRANE M E M B RAN E FOUNDATION ---------��� GAS VENTING LAYER ----- � ~� -_ EL. 50.25 s ® q TYPICAL PAVEMENT SECTION SEE POLYLOCK ATTACHMENT DETAIL q N.T.S. 3'-0" (CONTINUOUS AROUND ENTIRE . : a � ---y'r! MAIN ACCESS ROAD, OVERLAP OF EXISTING PAVEMENT, FOUNDATION CIRCUMFERENCE) D:RECTORr: 7314 CONCRETE APRON AND MAINTENANCE ROAD GAS MIGRATION CONTROL TRENCH DETAIL CAPPING AT LIPA POLE DETAIL FILE NAME: 1 3 i a-GC,c N.T.S. ;SATE: W�M!n5-'8-nG N.T.S. N0. DATE REV!SIC N �1 _ w UNAUTHORIZED ALTERATION OR ADDiTIQN TOWN OF SOUTHOLD Fp ,1._��` ,w_�. 'kf k� ° TO THIS DOCUMENT IS A VIOLATION of ,rxw,N.,, Nr,7 SUFFOLK COUNTY, NEW YORK SECTION 7209 OF THE NEW YORK STATE 1314 EDUCATION LAW. SOUTHOLD LANDFILL CLOSURE MISCELLANEOUS CAPPING DETAILS PR CJEcT ENGINEER SEPTEMBER 2000 g j T.F,M. J.E.Z. DVIRKA AND BARTILUCCi AND ROAD SECTIONS 1 , DESIGNED9' c"'�c�E`' �` CONSULTING ENGINEERS GENERAL CONSTRUCTION 1At_E. C.F.V. E.W.P.f D.S.G. A, DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. AS NOTED 4 19 22 5 19 23......... -10 NOTE: LOCATE GAS MONITORING WELLS MIN. OF 3 FEET 9 FURTHER FROM LIMITS OF CAP THAN OUTER LIMITS OF GAS MIGRATION CONTROL TRENCHES. I-7 I IIa4 RECHARGE BASIN NO. 3 GAS MIGRATION CONTROL TRENCH II ASIN NO. 4 I19 27 6 8 III23 7 Fil IIII2 2 I-------------- ....... IIIIIIIt' IJill IIIn II6-------------- Ifil-3 II-7- I---------- I00 MW-8SJ IIMW-8D /V GAS MIGRATION CONTROL TRENCH LIMIT OF CAP.LEGEND 2 ry PROPOSED LANDFILL GAS MONITORING WELL 21 IGAS MO NITORING WELLS ell Elevation of Screen Number Surface Elevation (ft) Top of Sc-reen (MSL) Length(ft)I - ------- .007 GIMW-11 46 43.0 30 0 4 I2 GIMW-3 IG -2 46 43.0 MW 3000 0 46 43.0 3 .00 21 IGMW-4 46 43.0 30.00 GMW-5 50 47,0 30,00 GIMW 54-6 51.0 40.00 IiGIMW-7 48 45�O 30.00 MW-6SI 45 GIMW-8 42�O 30,00 GIMW-9 48 Mw 61D 45.0 30.00 COORDINATE FINAL LOCATIONS GMW-10 47 4 O 30.00 IGMW-I I 54 51 40.00 ------ OF GAS MONITORING WELLS WITH STORMWATER DRAINAGE PIPES 50 GMW-12 47 30.00 50 GMW-13 AND STRUCTURES 47 30.00 GMW-14 48 45 30.00 GMW-15 48 45 30.00 TPROPOSED LOCATION OF GAS L MONITORING WELLS GROUNDWATEF 13 MIGRATION CONTROL TRENCH 22 Elevdion of Number 7-Surface Elevation (f t) Top o Screen creen (MSL) Length(ft)f S Mw_3S 48.50 (3-J 48.50 MW-3D 12.25 20-70.40 10 MW-8D + F39.1 54.00 -72.00 10 MW-8S 54.00 12��8 20 MW-6S 54.00 12.45 20 40 I MW-6D 54.00 -79.CO 10 9:3. +----------- &12 22 RECHARGE BASIN NO 2 IIIV5.5 ------------4 INO,22 ------- fR7(CHARGE BASIN IImw-l' IIL L . ....... TU 2,3 MW-1D ROAD F25.� F2 5 14 + +6 19 23 DIR; 1314/GEN PROPOSED LOCATION-CONST OF FILE� 1314--GC19 0 60' 1 20' DATE: WIM/09-18-OC� GAS MIGRATION CONTROL TRENCH 180' NO DATE REvIlSiON INT� IISCALE: 1 "=60' UNAUTHORIZED ALTERATION OR ADDITION TOW------ TO THIS DOCUMENT IS A VIOLATION OF SUFFOLK COUNTY, NE 1 1 4 EDUCATION LAW. PROJECT EN" 0 INEER C'i GAS MONITORING WELL DArE: T.F,M. 1j1�E,Z. DVIRKA AND BARTILUCCI AND GROUNDWATER MONITORING WELL PLAN DESIGNED BY Cl-+ECKED BY: 6 ICONSULTING ENGINEERS TION 1%9 IC.F.V, E.W.P./D.S.-0. A DIVISION OF WILLIAM F, COSULICH ASSOCIATES, P.C. 1 "=60' --- - HINGED STEEL CAP VENTED PVC CAP 6" I.D. STEEL 4" DiA END OF PIPE, PROTECTIVE CASING 1/4" PVC STOPCOCK, HOSE x HOSE HINGED STEEL CAP LOCKABLE COMPRESSION PLUG VEGETATION WEEP HALE ` HASP WEATHER RESISTANT PADLOCK 4" DIA END OF PIPE, `I EROSION CONTROL BLANKET LOCKABLE COMPRESSION PLUG -_� T� MIN. 8" SQUARE X 5' LONG STEEL PROTECTIVE WEATHER RESISTANT PADLOCK + CONCRETE PAD N ..f VEGETATIVE GROWTH MEDIUM /' I ice,, ,. CASING WITH HINGED LOCKING CAP i '; I I R ' I PAINT CASING AND STENCIL WELL NOS. (2" LETTERS) BARRIER PROTECTION LAYER / ✓ I I SECURE TO INSIDE OF PROTECTIVE STEEL CASING. { I MIN. 8 SQUARE X 5 LONG STEEL PROTECTIVE ' 60 MIL HDPE TEXTURED 36 CASING WITH HINGED LOCKING CAP x �` GEOTEXTILE WRAP GEOMEMBRANE / I POSITION VALVE FOR EASY OPERATION 6" DIA. SLOTTED PIPE -�--- GAS VENTING LAYER I I 1/4" D1A DRAIN HOLE 4+1p (SCH 80 PVC, SLOT 0.120 ) I 6 VEGETATION �.� -- I I SLOPE TO DRAIN r ri-i I I i I ' �I 'j" '-' ----TYPE I GEOTEXTILE I I 1/4 ' DIA FLEXIBLE PVC TUBING SECURED --�-+�- - WASHED ROUNDED GRAVEL 1 , 1 . ! 1 . i If q . 1 1 I . I . � WITH S.S. CLAMPS AT EACH END. - 4 U U�''--CONTOUR GRADING MATERIAL a ,_0" 12 a 4.. a �-! i 2" I.D. SCHD. 40 PVC RISER O �-! I O O ---- - ----- - I , CAST IN PLACE CONCRETE PAD PIPE, THREADED, FLUSH ° 0 0 4" DIA SCH 40 PVC RI AND TAP 4" DIA PVC WELL PIPE 24 „ " ; JOINT, NSF APPROVED O O I� DRILL CEMENT BENTONITE GROUT O �! F' O O WASTE FOR THREADED PVC NPT MALE PIPE ADAPTER, INO. 00 0 0 O 1/4 x1/4 , NPT(M)x TUBING ID Via, m` SAND PACK DE, SILICA 8" I.D. BOREHOLE 0 'D O 1 �� 3 „s BENTONITE SEAL (TREMIED) BENTONITE PELLET - (�\J fl-.g, 1 ..a SEAL V (�\) O Poo\✓ C� O / 1 . � No. oo GRADE, SILICA SAMPLING VALVE DETAIL � 0 `� OC30 �} 0 ,; 12;, � SAND PACK O 0 0 FOR GAS M 0 N ITO R I N G WELL 4" DIA SCH 40 PVC NO. 1 GRADE, SILICA o �-, (� r, 0 r, �} ` INTERNALLY THREADED, FLUSH JOINT, N N.T.S. SAND PACK WELL PIPE #4 WELL GRAVEL SECTION A—A' J = 2" I.D. x 10 OR 20 FT. TYPE 304 WIRE WRAPPED STAINLESS STEEL -- 6" DIA RETURN BEND PLUG 10 SLOT WELL SCREEN (SCH 80 PVC) ---6" DIA VENT PIPE (SCH 80 PVC) :4 6" aiR COUPLING (SCH 80 PVC) 4" DIA SCH 40 PVC A INTERNALLY THREADED, FLUSH JOINT, STAINLESS STEEL CLAMP SLOTTED SCREEN (SLOT = .120") GROUNDWATER MONITORING WELL - 12 � . "� 10' LATERAL --.-►-� BARRIER PROTECTION LAYER MIN. ORIENTED 'ERPENDICULAR VEGETAL IQN SCREEN CONSTRUCTION DETAIL {TYP.OBOTH PSIDES) j LENGTH VARIES IN NTS EROSION CONTROL BLANKET INCREMENTS OF 5' :� Ak A ,� ,L Ak >� � VEGETATIVE GROWTH MEDIUM CO _ PIPE BOOT (SEE TYPICAL DETAIL) FIELD WELD BOOT TO GEOMEMBRANE NOTE: AND CLAMP TO VENT PIPE DEPTH OF BOTTOM OF WELL +.; RE ..r i ;SCREE GEOCOMPOSITE DRAINAGE LAYER r SCREEN 5't ABOVE WATER TABLE (BOTTOM ELEVATION VARIES 6" MIN (VARIES) i �I I I I 1 1 1 1 1 i I I i f l l l l l 60 MIL HDPE TEXTURED GEOMEMBRANE WITH LOCATION) O 0 - 0 - 0 - C --�O 0�O GAS VENTING LAYER STAINLESS STEEL PROPERTY SIDE 7 O O O O 0 0 O TYPE I GEOTEXTILE CLOSED CELL NEOPRENE RCA PAD MIN, 6" OR MATCH wi 0 0 0 0 C 0 0 O CONTOUR GRADING MATERIAL BAND CLAMP SPONGE BET4I+EEIJ PIPE END CAP ROAD AND TYPE II �I 0 0 0 0 O GEOTEXTILE (SEE MAINTENANCE A V), 0 0 0 O C 0 0 BOOT AND PIPE 12 ROAD DETAIL ON DWG. 18)QI 0 O O O W O 6" DIA CROSS (SCH 80 PVC) 60 MIL HDPE BARREL .-. 0 0 0 C 0 EXTRUSION WELD (TYP) I - pi 0 O 0 O0 ° 0 C 0 0 0 ° C' `\� WASHED ROUNDED GRAVEL AND FLANGE PIPE BOOT I HDPE z 7 O O O _ O O O12" BOREHOLE To j �1 0 0 0 C 0 0 0 6 DIA SCH 80 SLOTTED PVC �, I 60 MIL 0 0 0 0 O 0 SCREEN (SLOT = 0,120 ) 16 MIN. GEOMEMBRANE 0f ° °0 ° 0 0 ° 0 ° ° ___� LANDFILL GAS MONITORING WELL o CIRCULAR CONCRETE FOUNDATION FOR 0 0 C 0 0 i LANDFILL GAS MONITORING WELLS, ` 0 O O O C SET OF 2 GROUNDWATER MONITORING 1 , 0 ° ° 0 ° 0 CONSTRUCTION DETAI L O C - O C N.T.S. ELLS AND WATER )SUPPLY WELL O (� - - - - - - - - - SEE WELL DETAILS O C ° 1 N ---'-- --� WASTE i� r- -- WELL ENCASEMENT O 0 --�`_ (SEE WELL DETAILS) r 0 0 - END CAP (TYP,3 LOCATIONS PER VENT) Q r NOTE: 18" �, I-------- Q'.---J USE FOUR BOLLARDS FOR LANDFILL GAS l� MONITORING WELLS NO. 5 AND 6, USE TWO BOLLARDS FOR LANDFILL GAS MONITORING TYPICAL LANDFILL GAS VENT DETAIL TYPICAL LANDFILL GAS PIPE BOOT DETAIL -� WELLS NO. 5 U 3, 4, 7, O A 10, OR 12, ROAD SIDE. 13, 14 & 15. USE FOUR BOLLARDS FOR EACH N.T.S. N.T.S. CLUSTER OF TWO GROUNDWATER MONITORING WELLS AND FOUR BOLLARDS FOR THE PLAN VIEW GROUNDWATER SUPPLY WELL BOLLARD AND MONITORING WELLS N.T.S. GALV. RAILING DIAGONAL CROSS BRACING TYP, BOTH SIDES ll OF GATE POST AND CORNER POST 20'-0" WIDE OPENING ` END POST AND/OR CORNER POST DIAGONAL CROSS 21 'N BRACING pj ------------- TOP RAIL $ ---- FENCE FABRIC 5/8"x2" MACHINE 04 (T Y'P ) CONCRETE FOOTING (TYP.) BOLT 1 a DOME TOP TO SHED WATER I W6x8.5 OR� I W6x9 � INTERMEDIATE POST / / `v 1 h EDGE OF ROAD WIRE FABRIC .-- � a - _ _ TIES rz I z j; MIDDLE RAIL STRETCHER BAR (FOR 12' HIGH STRETCHER BAR BANDS 15 O.C. o FENCE) WITH BANDS (TYP.) LATCH FENCE FABRIC I I a 15" O.C. (TYP) ASSEMBLY to i I 1 8"o STD. GALV. STEEL �I I PIPE FILL W/ CONCRETE to I ^ Q /-BOTTOM WIRE dI I CIRCULAR(CONCRETE x a 1 FOOTING TYP. DOME TOP TO SHED WATER CONCRETE /\\i\\\\\\\\\\\\\\\\\\ \\/�\��� I I \\��\� i - APPROXIMATE FOOTING (TYP) `///\\/�\\//�� �/ I I I 0 „ I I GRADE DOME TOP TO /��//� I E i j 1 -0 1 -0 y I i I II I M I I I f SHED WATER II i I I I I I I I 1 I , , II 6 i I I I 6 1 1 I I I U I I LJ--- I L ! LJ _ L,_ J ___� _�--L- ---J -� L -ti � J .• . . ,'i I`.'a It.: d i THICKNESS OF RCA PAD TO MATCH ROAD I I I DOUBLE SWING GATE 4. a �.-._..._. _. `' •'' 00 6 ' -0" AND 12 ' - 0 " HIGH FENCE & GATE DETAILS _.-__ "� � :4 __.-__--- N.T.S. --- -- GALV. POST r••- _- �-+.. - -�►) (W6 X 9) TYPICAL GUIDERAIL DETAIL BOLLARD DETAIL N.T.S. N.T.S. DIRE--_TORY: 1314 ,',LE NAME 1314-GC20 DATE WfM;09--I5-Grp r TE REV;SIDN N?_ TOWN OF SOUTMOLD PROJECT N� -�r�.av;iNr N�` UNAUTHORIZED ALTERATION OR ADDITION 1314 TO THIS DOCUMENT IS A VIOLATION of SUFFOLK COUNTY, NEW YORK SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. SOUTHOLD LANDFILL CLOSURE DATE: O MISCELLANEOUS DETAILS SEPTEMBER 2000 PROJECT ENGINEER: DPAWN BY: T.F.M. J.E.Z. 20 DVIRKA AND BARTILUCCI GENERAL CONSTRUCTION DESIGNEE �:, CHECKED ar CONSULTING ENGINEERS AS NOTED C.F.V. E.W.P./D.S.G. A DIVISION OF WILL AM F. COSULICH ASSOCIATES, P.C. I I i 7s I I i 78 -- _ PF OPOSED FINAL GLADE } i 721 0 PO S ED S U BG RAIJ E a � I + I ! I ! I 72 66LL- 66 _r �/ ,; ! 60 EXISTING G ADE 54 1 I I 54 48 48 - i f /l— : 42 BASIN 42 36 i 36 30 I a 30 I ' I 241 ---------------------------------- : ' I ! 24 1 18 RECH RGE BASIN ---- --- f i { I I I i 12 --------- - --I -- - 6 0+00 1 +00 2+00 3+00 ? I 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 - 6 12+00 13+00 14+00 PROFILE No . 1 SCALE: HORIZ. 1 "=60' VERT. 1 "=6' I z_ Q Q Of i � ' I� U a. Q w { � Z I 78 I j � I I ' !Q n Q 1 _ 78 72 ! �I w I I w I 72 66.1. ---� — --f - - -- POOPOSED FINAL GLADE ' I j I I 66 P I POPOSED SUBGRAbE j -- ---- -- -- _ 60 -- --------- _.------ -, I 60 541 54 EXISTING RADE 48 48 42 - _ 42 36 0 i ! I +00 1 +00 2+00 3+00 4+00 5+00 6+00 36 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 PROFILE No . 2 —CA LE HORIZ. 1 "=60' VERF. 1 "=6' UNAUTHORIZED ALTERATION OR ADDITION TOWN OF SOUTHOLD TO THIS DOCUMENT IS A VIOLATION OF CPA'JdIN raF. SECTION 7209 OF THE NEW YORK STATE SUFFOLK COUNTY, NEW PORK PROJECT N0 EDUCATION LAW. 1 314 SOUTHOLD LANDFILL CLOSURE --— __------ --•— RQJECT ENG KEEP, DRAWN BY wc, T.F.M. J.E.Z. PROFILES I DVIRKA AND BARTILUCCI SEPTEMBER 2000 CONSULTING ENGINEERS GENERAL CONSTRUCTION E IGt EC: BY -NECKED 8Y: -E: C.F.'S✓. E.W.P./D.S.G. A. DIVISION OF WlLLIAM F. COSULICH ASSOCIATES, P.C. AS NOTED Q n Li i I I O u j z i wl f Oi I I Of t 66 � � ( I , I j j , E— I W O C d Lij _� j I t— w i 6 6 _ O I W r I , -- CL 60 PROPOSED FINAL GRADE I I j I j I II k 60 (31 I � � PROP SED SU13GRADE 54 Ipy 54 'y lr : 48 RECHARGE 48 BASIN j ' I _ , i� I , 42 I I EXISTING G GRADE' - i 42 I RE HARGE ! BASIN N0. 1 36 j ( 36 I I I 30 I�,- 30 i 1 f I C ! 24 I j 24 ` I ---- 18 " I ' 18 0+00 1+00 2+00 3+00 4+00 5+t70 6+00 7+00 8+00 9+00 10+00 1 1 +00 12+00 13+00 14+00 154.00 PROFILE No . 3 SCALE: HORIZ. 1 "=60' VERT. 1 "=6' z ¢ Q a J O ULi I O U i }} W i I h- w ! � ' 78 z I i 72 ' I 72 66 P 0 POS ED FINAL GRADE j I PROPOSED iSUBGRADE ; 66 , I 60 60 ' 54 � f 54 !� EXISTIN GRADE I , 4 � , ` f 48 i 48 42 -- ! 1 j 42 36 I 36 i f i 30 I I i 24 ! 24 18 . � 18 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1 1 +00 12+00 13+00 14+aa PROFILE No. 4 SCALE: HORIZ. 1 "=60' VERT. 1 "=6' :'+R: 1314/GEN-CONST FILE: ti14-GC22 DATE WiM!00-18-00 NO DATE REV'�':fV TOWN OF SOUTHOLD P F _�LC T NCB P, ! UNAUTHORIZED ALTERATION OR ADDITION N � �_ ------- - TO THIS DOCUMENT IS A VIOLATION OF � SUFFOLK COUNTY, NEW PORK 1314 i_.- -_- SECTION 7209 OF THE NEW YORK STATE t EDUCATION LAW, SOUTHOL� LANDFILL 1--- — - - LL CLOSURE 0 oTe -'T ENGINEEP. �(7- PROFILES ]I SEPTEMBER 2000 T.F.M. C.Z. DVfRKA AND BARTiLUCcI GENERAL CONSTRUCTION 'CALF, CONSULTING ENGINEERS C.F.V. E.W.P./D.S.G. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. AS NOTED E ., Y y w a- o i z Q Q Q a _ Q f o -----�- PR0P0 ED FINA GRADE w I H z i - 78 ° �� j� PROPO ED SUB BADE z o w 1 a 1 78 Q Q y....-----�----- } z W _- 72 f Ln 72 1 ......... I 66 66 60 EXISTINt� GRADE 1 j ! 60 1 I 54 I i 54 48 f 48 42 1 �J \ 42 { +- - --- _ - ---- ---- ------_ 36 , 36 O+CO 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+CO i 1 +00 12+00 13+00 14+00 1 5+00 PROFILE No. 5 SCALE: HORIZ. 1 "=60' VERT. 1 "=6' w a _z Q i Q c� I ; Q � o C ! QQ z - o w ry - � _ —_ w L }z I I cn 72 I ° �_ w i c� t j ¢ °w 72 1z I 1 w i Q z 1 { z a- Q _ 66 f� v I 66 60 60 _ { PROPOSED FINALS GRADE j ! 54 1 1 j I ! 54 IP 48 ! 1 AN48 { 1 V-, -7__ I EXISTING GRADE i I 1 42 36 I 36 30 I j ! ......... ... i 30 C+CC 1 +CC 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+CO 10+00 i 1 +CC 12+00 13+00 PROFILE No. 6 SCALE: HORiZ. 1 "-60' VERT. 1 "-6' DIR: 1314/GEN-CONST FILE: 1314-GC23 DATE: w+M/49-18-00 NO. DATE 5'C,N INT UNAUTHORIZED ALTERATION OR ADDITION TOWN OF SOUTHOLD ::' Fr N" tRr,vv<; N..;. To THIS DOCUMENT Is A VIOLATION of SUFFOLK COUNTY, NEW PORK 1314 SECTION 7209 OF THE NEW YO(�K STATE EDUCATION LAW. SOUTHOLD LANDFILL CLOSURE - �. --�- URo��EcT ENGwEE4: uR.4wN By PROFILES � SEPTEM6ER 2000 — — ------ ____-� T.F.M. J.E.z dh DVIRKA AND BARTIEUCCI I GESiGPiED BY: CHECKED tlY: GENERAL CONSTRUCTION- — - N - CONSULTING ENGINEERS ' - C.F.V. E.W.P./D.S.G. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. AS NOTED �. 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N 1 { DATE kc`S;GN INT. UNAUTHORIZED ALTERATION OR ADDITION SCALE: 1 '=80' _ TOWN OF S©UTHOLD t'r ; ' ;R �`ING NG ------- - .< '° TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE. ,. SUFFOLK COUNTY, NEW YORK - -- ---{----- •.-' .. " EDUCATION LAW. 1314 SOUTHOLD LANDFILL CLOSURE DATE. PRo,I�cT ENI INF. LANDSCAPE PLAN -----'--,-- �— � DRAWN E�: SEPTEMBER 200 i T,F.M. J.E.Z. 0 DVIRKA AND BARTILUCCI 5Y GENERAL CONSULTING ENGINEERS CONSTRUCTION c 24 C.F.'v. D.S.G./C.F.V. A A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. 1 '=80' ,E Cox 'S _ LAN E 51 LF-6 FT HIGH 'CHAIN LINK FENCE 20' WIDE DOUBLE SWING GATE-6 FT HIGH � ! yrY- `r y -. � rr r �7 _ 7 566 LF-6 FT HIGH CHAIN LINK FENCE 595 LF-6 FT HIGH CHAIN LINK FENCE /J EXISTING FENCE TO REMAIN 1 I REPLACE EXISTING FENCE WITH '6 1030 LF--6 FT HIGH CHAIN LINK FENCE , / ��. / — ice' - - //� CONNECT NEW FENCE f TO EXISTING FENCE REPLACE EXISTING FENCE WITH : 42 LF-fi FT HIGH. CHAIN LINK FENCE « / _ - Cam* , I REPLACE EXISTING FENCE WITH f ,;, „ ; . ,- / •�_ ; � :ti`/ ' / ' 106 LF-6 FT HIGH CHAIN LINK FENCE , REPLACE EXISTING FENCE WITH ✓ - \ a �,,, . . / REPLACE EXISTING' FENCE WITH �._.- `� � � ;; � / `'`. ^,.� •'•:;.; / . .••;,,::., ,,.. '` ,/ 330 LF-6 FT HIGH CHAIN LINK FENCE , r� 355 LF-12 FT HIGH CHAIN LINK FENCE a I , o O , i , , , — r l RECHARGE BASIN N0. 35 - IV , ` p ` I •r' / w / / ! , / %`1 ,::;. / % " t REPLACE EXISTING FENCE WITH i / , /' / ! ( '/ 440 LF-12 FT HIGH CHAIN LINK FENCE _RECHARGE BASIN NO. 4 EXISTING FENCE TO REMAIN / f t1l • ,.r °. ZCONTRACT ., LIMIT LINE , „ CONTRACT LIMIT LINE (COIN.,IDES WITH PROPERTY LINE) CONNECT NEW FENCE TO EXISTING FENCE , / / r , CONNECT NEW FENCE _ � -_ � ° /' ,.• i .- .• <.. / / r ' / r / ° TO EXISTING FENCE00 � / , , , / �,', ° ° ° °a° ~jam' � ;.• / / � �_ ,/` / ,. ~ / ,.,t ,� CONNECT NEW FENCE � � / 1. ... ' •; ° �/ / .... , NCE • ,s / ,� / /� TO EXISTING 1`E • � ' ' jf ° ;/ / REPLACE EXISTING FENCE WITH '„ `• � . // __ , , MW -' :� \' : °oo a aspo , // I 520 LF-fi FT HIGH CHAIN LINK FENCE � �� p . y _ -` � , M EXISTING FENCE r / %'.,< ,•. ooaoeoo° / no° �� aoaoo QO y.' a. / 'l.r •' .•.. - OOOOC 000 - ..•.^: ,. ,.`.•.. .•.• .•.'' - acaao 0004,0 ... ., ,: REMAINTO Vol " .:.: •:%' / •'. 000°0000o Ooo •'.•'.•.•'.•. oo o oonoao �G' .,,� - ' _... - 4 o° o • . r , 5 1.2 \ [ry / C.� 4 5 }I _ I , / 20' WIDE DOUBLE SWING GATE-6 FT HIGH PROPOSED WATER SUPPLY WELL REPLACE FENCE 560 LF6FTHIGHCHAN LINK F Mw- ,�7 , `.,�; /' .'•, FENCE s / / / / ;�' i ;; I PROPOSED POLE WITH FLOODLIGHTS - / PROPOSED OVERHEAD ELECTRICAL SERVICE TO WATER SUPPLY WELL REPLACE EXISTING FENCE. WITH 345 LF-6 FT HIGH CHAIN LINK FENCE :J / = REPLACE EXISTING FENCE WITH 105 LF-6 FT HIGH CHAIN LINK FENCE R ECHARGE BASIN N0. 2� - .' r � REPLACE EXISTING FENCE WITH 10 `�/ / � : ' n ;.•, / ! r , � �; ,t..,. 310 LF-6 FT HIGH CHAIN LINK FENCE f ,.•' .l } li i -LEGEND Jff{f{ 1 t EROSION CONTROL BLANKET . EROSION CONTROL FABRIC .. i l / J 6 FT HIGH CHAIN LINK FENCE / � , j� V r , , ,F. 12 FT, HIGH GRAIN LINK FENCEROAD NOTES: REPLACE EXISTING FENCE WITH /, 1465 LF-fi FT HIGH CHAIN LINK FENCE " ---••�. ;'` '/ ' '� - � -._, -__-W, 1 . FOR CHAIN LINK FENCE AND GATE DETAILS, SEE DWG, N0. 20. /; H FIRE SIREN (RELOCATE OUTSIDE - ;.. f /' `,' f - RECHARGE ARGE BASIN N0. 1 OF CAP, INSIDE OF FENCE) "`"- f / D 1a/`GEN--CCONST z / 80' 160' 240' ri ca , PROPOSED OVERHEAD ......... -- / 0 ELECTRICAL AND TELEPHONE SERVICES TO SIREN - ,/ /. '' r1" '"-r _ SCALE: 1 "=80' REVistDN i UNAUTHORIZED ALTERATION OR ADDITION TOWN OF SOUTHOLD - ��T w'� aw1:Nn N'� TO THIS DOCUMENT IS A VIOLATION OF SUFFOLK COUNTY, NEW YORK 1T4 {— SECTION 7209 OF THE NEW YORK STATE S 0 UTH O LD LANDFILL CLOSURE i EDUCATION LAW. DLIE FENCING AND EROSION CONTROL PLAN SEPTEMBER 2000 '.r F ENGtNEER: DRAWN BY: -- 1- - T.F.M. J.E'z DVIRKA AND BARTILUCCI , 5 OtscNE; EcKEe BY CONSULTING ENGINEERS GENERAL CONSTRUCTION C.F.V. E.W.P./D.S.G. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. ;*L _ ... :. ..,. .. ... , - -•:, ,. s .:.. . ..a ,.. . .., ,..- .. , ,. . ... + ty�, 'fit•. '. . M. YSl. $w€G3.NiiY k�aW i �F I t$c WOODEN POST SOIL EROSION AND SEDIMENT CONTROL NOTES: 1. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES TO BE INSTALLED PRIOR TO WOODEN POST 2"x2"x4' ANY MAJOR SOIL DISTURBANCE, OR IN THEIR PROPER SEQUENCE, AND MAINTAINED WIRE FENCE — „_._..---•---`-'- A. PROVIDE OVERLAP AS UNTIL PERMANENT PROTECTION IS ESTABLISHED. -~�`� � 6' ON CENTER — - PREPARE ANCHORING TRENCHES SPECIFIED 2. ANY DISTURBED AREAS THAT WILL AT THE TOP AND BOTTOM OF OVERLAP-BURY UPPER END OF L NOT RECEIVE PERMANENT RESTORATION WITHIN SLOPES. BURY THE TOP ENDS LOWER STRIP AS IN "A" AND 'B" TEN (10) DAYS AFTER FINAL GRADING, AND NOT SUBJECT TO CONSTRUCTION OF THE MATTING STRIPS IN A OVERLAP END OF TOP STRIP AND TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY COVER. T ` .,_._...------- MIRAFI 140 FABRIC STAPLE AS SPECIFIED, HE DISTURBED TRENCH 6 INCHES OR MORE IN ED. URBED AREAS MIRAFI 140 FABRIC FLOW 1 ��r� OR EQUIVALENT WILL BE MULCHED WITH STRAW, OR EQUIVALENT MATERIAL, AT A RATE OF TWO (2) OR EQUIVALENT j c01 Z _ _ DEPTH. STAPLE AS PER FABRIC EROSION EROSIONCONTROL TONS PER ACRE. SPECIFICATIONS. CONTROL BLANKET ON GRADE' ADE ;�`"`' ! LANDFILL CAP PERMANENT VEGETATION TO BE SEEDED ON ALL EXPOSED AREAS WITHIN % AREA: 3.BACKFILL TEN (10) DAYS AFTER FINAL GRADING. MULCH TO BE USED AS NECESSARY FOR GRADE GRADE FOR EROSION CONTROL PROTECTION UNTIL SEEDING IS ESTABLISHED. �-, BLANKET IN BORROW AREA, AND OUTSIDE 4. ALL WORK TO BE DONE IN ACCORDANCE WITH THE STANDARDS FOR SOIL EROSION AND LIMITS OF CAP, SEDIMENT CONTROL IN NEW YORK. 00I 5. IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING, ALL CRITICAL EMBED FABRIC CO I AREAS SUBJECT TO EROSION I.E.; STEEP SLOPES A MIN. OF 6" -� B. N ( ES AND EMBA NKMENTS) INTO GROUND D. PLACE STAPLES AS SPECIFIED �-- WILL RECEIVE A TEMPORARY COVER OF STRAW MULCH OR A SUITABLE EQUIVALENT, U TAMP THE TRENCH FULL OF fI AT A RATE OF TWO (2) TONS PER ACRE, SOIL. SECURE WITH ROW OF EROSION STOP-FOLD OF MATTING NOTES: _ - STAPLES AS SPECIFIED. BURIED IN SLIT TRENCH AND �"-- 1�f 6. ANY STEEP SLOPE INSTALLATION WILL BE 1. SECURE WIRE FENCE FABRIC TO POSTS WITH WIRE TIES OR STAPLES. _ TAMPED. DOUBLE ROW OF STAPLES. AS THE {NSTALLATION PROCEEDS {I.E.; SLOPES GREATER BACKFILLED AND STABILIZED DAILY,, EROSION STOPS SHOULD BE E TER THAN 3:1). INSTALLED AT THE MIDPOINT OF' _ 1 °' 7. THE ENGINEER SHALL BE 2. SECURE FILTER FABRIC TO WIRE FENCE FABRIC WITH TIES SPACED EVERY 24" AT � ,..; .,�*, ,t, � y, SLOPES GREATER THAN AN 50 FEET NOTIFIED 72 HOURS IN ADVANCE OF ANY LAND DISTURBING ACTIVITY, TOP AND MIDSECTION. '° '�'. ��/fir � ' IN LENGTH; OR AT 50 F TYPICAL STAP / FOOT LES 8. THE CONTRACTOR SHALL TAKE NECESSARY MEASURES i`/ INTERVALS MEASURED FROM TOP (;A, WIRR 3. PREFABRICATED MIRAFI ENVIRpFENCE, OR EQUAL, WITH NET BACKING MAY BE GRADE "'�'�.'�/ DIRT HAUL ROADS SHALL E SORES TO MAINTAIN DUST CONTROL. SUBSTITUTED FOR FIELD FABRICATED SILT FENCE. INSTALL PER MANUFACTURER'S GRADE OF SLOPES. INSTALL CHECK N.T.S, LL BE SPRINKLED WITH WATER OR GIVEN A SURFACE OF SLOTS FOR EROSION CONTROL CRUSHED STONES OR WOODCHIPS AS REQUIRED. VEHICLES SHALL BE CLEANED, AS INSTRUCTION. FABRIC EVERY 25 FEET. NECESSARY, PRIOR TO USING PUBLIC STREETS. CONSTRUCTION SITE TRACKING PADS NOTES: 1 . APPLICABLE FOR EROSION CONTROL BLANKET SHALL BE CONSTRUCTED AND MAINTAINED AT ALL ACTIVE SITE ACCESS LOCATIONS. AND EROSION CONTROL FABRIC. 9. ALL SOIL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE LOCATED i 11'PICAL SITE BUILT SILT FENCE DETAIL q � N THE FIELD ER O S I 0 N PROTECTION OTECTI 0 N WITH SOIL STABILIZATION M S REQUIRED OR SHOW THE LOCATIONAT THE DIRECTION OF THE ENGINEER. THE CONTRACT DRAWINGS ARE N.T.S. ATTI N G �' TO NOT INTENDED USED DAS TO A REASONABLE GUIDE. AND DETAILS FOR ALL SUCH DEVICES BUT ARE N.T.S. , GUIDE. �-�"�,... -_.-. �``�• 10. ANY CHANGES ?0 THE SOIL__ EROSION AND SEDIMENT CONTROL PLANS WILL REQUIRE THE SUBMISSION OF REVISED SOIL EROSION AND SEDIMENT CONTROL PLANS TO THE HAY BALES (TYP.) --- ' ENGINEER. THE REVISED PLANS MUST BE PREPARED BY THE CONTRACT �..---- 2"x2"x4' WOODEN � �--�� MEET ALL CURRENT STATE SOIL EROSION AND S OR AND MUST STAKES (2 FOR EA, SEDIMENT CONTROL PRACTICES. ,. BALE) J fi _ 11 . CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, jp 12. UPON COMPLETION OF CONSTRUCTION WORK AND AFTER FINAL GRADING AND WHEN A FLOW E PERMANENT STABILIZATION HAS BEEN ESTABLISHED, THE BALES, SILT FEN T. .' �„ A+ y—"" r' " - ' / SOIL PLAN APPURTENANCES WILL BE REMOVED AND DISPOSED OF BY THECONTRACTORCHER STOCKPILE OF "� 13. THE CONTRACTOR SHALL PROVIDE A DETAILED SEQUENCE OF CONSTRUCTION FENCING t- OPERATIONS FOR REVIEW AND SUBMITTAL TO THE ENGINEER. STRUGTION ERODIBLE MATERIAL �R �^ EMBEDDING DETAIL TREE PROTECTION N.T.S. 14. THE CONTRACTOR SHALL MEET ENGINEER ON-SITE TO DEFINE THOSE AREAS WHICH WILL REQUIRE SOIL EROSION AND SEDIMENT CONTROL FACILITIES, DISCUSS THEIR CONSTRUCTION AND THEREAFTER PROVIDE DETAILED PLANS FOR REVIEW OF HAY OR STRAW BALE SILT FILTERS SUCH FACILITIES BY THE ENGINEER. N.T.S. 15. ALL SSOILAEROS ACCESAND S SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE PRIOR a► - 16. ALL SOIL EROSION .AND SEDIMENT CONTROL PRACTICES SHALL BE LEFT IN PLACE AND D MAINTAINED; INCLUDING SILT AND SEDIMENT REMOVAL, UNTIL CONSTRUCTION IS COMPLETED, AREA STABILIZED AND THE ENGINEER SO DIRECTS. NOTE �'`� 17. THE CONTRACTOR SHALL CONFINE SOIL DISTURBANCE ACTIVITY TO THE MINIMUM : - FOR STOCKPILING ERODIBLE AREAS POSSIBLE. MATERIAL FOR EXTENDED PERIODS _ THE AREA SHALL BE SEEDED AND 18. SOIL STABILIZATION METHODS SHALL BE UNDERTAKEN COINCIDENTALLY MULCHED �"' WITH ALL MAJOR SITE IMPROVEMENTS AND CONTINUE DURING THE ENTIRE CONSTRUCTION ACTIVITY PERIOD. ON SECTION "A—A" ` SEDIMENT CONTROL DETAIL FOR J� 4"MULCH STOCKPILING OF EROD! ,, . , i---- REMOVE TOP 1/3 OF B LE MATERIAL BURLAP & TWINE N.T.S. DO NOT CUT LEADER 24„ VEGETATIVE I -- -GROWTH MEDIA (TYP,)-- DO NOT CUT LEADER � I •'� _ 24 I , ✓� ,� " VEGETATIVE �j1 + GROWTH MEDIA (TYP.) cv BARRIER PROTECTION LAYER ` `�'�°�� ��i`//Y/ice/i r-�� � --- COMPACTED PLANTING SOIL w - TO PREVENT SETTLEMENTIle --� z 12" „ 12 12" MIN. I MIN, 12 10' MIN. WIDTH OF BALL ��` ___ __� \\� MIN. -- THIN BRANCHES OF FOLIAGE WIDTH OF BALL (NOT ALL TOPS) BY 1/3. '-e-------EDGE OF EXIST. PAVEMENT �' RETAINING NORMAL PLANT SHAPE. a _-_ _ 25Q" MIN. _ _ TYPICAL RAISED SHRUB BED DETAIL TYPE II GEOTE>TILE-----� N.T.S. n \ ri 12" RCA EXISTING PAVED ROADWAY SECTION A—A DOUBLE STRAND 12 GA. GAL. WIRE -� BOTH STRANDS THROUGH HOSE 2 PLY GARDEN HOSE _ _-- -�`250' � & AROUND POSTS, TWIST TIGHT----� 2 PLY GARDEN HOSE TREE WRAP PAPER 2"x3" CEDAR POSTS z I A g E REMOVE TOP 1/3 OF T 2" INTERVALS Aw ` � ! BURLAP & TWINE DOUBLE STRAND 12 GA. GAL, WIRE TREE WRAP PAPER Lz n `�� A FROM ROOT BALL `� BOTH STRANDS THROUGH HOSE AT 2 INTERVALS 4"MULCH & AROUND POSTS, TWIST TIGHT z i BACKFILL PLANTING FORM 4" SAUCER „ SOIL MIXTURE ON TGP OF SOIL 4 MULCH Uj x I o f J w N LL 2"x3" CEDAR STAKES REMOVE TOP 1N OF '� BURLAP & TWIE �' j FLUSH WITH GROUND FROM ROOT BALL wj - c� BACKFILL PLANTING P LAN RGA ;%�, \ — - _—— _ _ _ —— — —— �/'/� \ \ % ---j, SOIL MIXTURE ON TOP SAUCER OF SOIL CONSTRUCTION SITE TRACKING PAD �'i � �N �`,� 777/77— ,� � r i NOTES N.T.S. �— - �/ COMPACTED PLANTING SOIL / TO PREVENT SETTLEMENT TILE AND RCA WEARING COURSE TO MEET EXISTING ,f ' ' - /rr COMPACTED PLANTING SOIL. 1. LEVEL SUBGRADE BENEATH GF_OTEX � � /, %/ PAVED ROADWAY. SEE DRAWING NO, 3. TO PREVENT SETTLEMENT v 2, TO BE CONSTRUCTED AT THE CONSTRUCTION ENTRANCE ON COX'S LANE. 3. THE ROAD SURFACE SHALL BE REPAIRED BY THE CONTRACTOR, TO THE SATISFACTION OF THE OWNER, AT THE COMPLETION CF THE PROJECT. 12 MiN. WIDTH OF BALL 12" 1 MIN. k 12„ -� 12" .TYPICAL FIR TREE DETAIL M.W. WIDTH OF BALL M.W. N.T.S. TYPICAL TREE DETAIL cF N.T.S. -oc UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF TOWN OF SOUTNOLD SECTION 7209 OF THE NEW YORK STATE SUFFOLK COUNTY, NEW YORK P'Rc E N . EDUCATION LAW. SOUTHOLD LANDFILL CLOSURE i:�14 r=RC,IEi.'' ENGINEER. F`N TYPICAL LANDSCAPE PLANTING T.F.M. J.E.Z. AN DVIRKA AND BARTILUCCI D EROSION CONTROL DETAILS SEPTEMBER 2000 VE ""Er '. "Er":E° BY GENERAL CONSTRUCTION CONSULTING ENGINEERS C.F.V. E.W.P./D.S.G. 2t5 A DIVISION OF WILLIAM F. COSUUCH ASSOCIATES, P.C. t_ AS SHOWN �ry ` z. , r" 4 _ h y .. „ire •�- .. { , C3 ' 66 50 I 40 30 2826 I 2224 20 ! - 22 2p I vul I , I r` ( I z.' p Ln m 00 00 f ( I N N rJ i O N , + { N I 54 flu , I � \ 20 242 28 6 ( �Q Vol ( l , 4 � , .. ir f , 6 2 ( < 0 1 ' l da, 5 22 ! t , O a� N RCA-12" STONE Un { ; O O 00 +> O CONCRETE APRON (TYP.) ` aao o © o ° (SEE DETAIL ON SHEET 18) o ° 0 0° 2' DEEP LEVEL SPREADER F ° 24 RECHARGE BASIN NO. 3 ( i - , O O O GUIDERAIL(TYP.) (SEE DETAIL ON I �� ° °o 0 0 I DWG. NO. 20) a° a ° CONCRETE CURB N n °o o°o 0 0 0 ! O --- LIMIT OF CAP (SEE DETAIL ON o --- _ ---- DWG. NO. 18) � L o00 0 ROP co .*$Now. a L — -- 46 ° o 000 w +�w 48 MPESTi AL I , - r y — Crj x� q _ � I �•y / f GIP: 1 314/GEN—CONST 1 C3` FILE 1314GC27 40' 80' DATE, WIMI/09—1 g—CQ NO DATE PEI51Grd Ire- _ SCALE: 1 "=40' i UNAUTHORIZED ALTERATION OR ADDITION I r TOWN OF SOUTHOLf7 « �a1d=Nc ru;.TO THIS DOCUMENT IS A VIOLATION OF ti,- SECTION 7209 OF THE NEW YORK STATE SUFFOLK COUNTY, NEW YORK EDUCATION LAW. 1314 i SOUTHOLD LANDFILL CLOSURE 4. 'a rye g t BORROW AND RECLAMATION AREA GRADING PLAN ° �E r ENCIHe a oawN �Y: SEPTEMBER 2000 T.F,M, J.E.Z. DVi R KA AND BARTi LU CC i 7 GENERAL CONSTRUCTION oESlc;�vEo e. �.hEc�Ea BY: CONSULTING ENGINEERS I � C.F,V• E.W.P./D.S.G. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. 1 =40' f