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Home My WebLink AboutClosure PlansWE coN d O r rn J 3 0 o) 0O OLi Q QQ U Y N E OC xx r"\ rl rm F177=7 R yi i d 71 ." f 33 p • 4] a Y d SITE LOCATION a SHEET NO. TITLE 1 a 2 EXISTING CONDITIONS PLAN a 4 EROSION AND SEDIMENT CONTROL PLAN 5 a 6 DRAINAGE AND COVER DETAILS 7 a a REV INDEX OF DRAWINGS SHEET NO. TITLE 1 COVER SHEET 2 EXISTING CONDITIONS PLAN 3 EXCAVATION AND FILL PLAN AND LFG VENT TRENCH LAYOUT 4 EROSION AND SEDIMENT CONTROL PLAN 5 FINAL GRADING PLAN 6 DRAINAGE AND COVER DETAILS 7 LANDFILL CROSS—SECTIONS T 4 rnCV tD 0 0 0) CD U) U) vJ 0 0 00 0 LL) 0 0 Y E v m N a x \\\ 0.5" 0 PERFORATIONS O'-6" 0'-6" NOTES: / / 6" SCHEDULE 90• 80 PVC PIPE VERTICAL DATUM IS REFERENCED TO THE BENCHMARK PREVIOUSLY ESTABLISHED BY OTHERS ON THE CONCRETE MONUMENT AT THE NORTHERLY END OF THE LANDFILL. HORIZONTAL DATUM IS ASSUMED AND BASED ON MAGNETIC NORTH MARCH, 1997. / / _ — _ '` \ \ \ j/ /—' _ \ \ \ `-'•._ NOTE: BASE MAP SURVEY WAS PERFORMED ON THE GROUND MARCH 28, 1997.+ / // \ \\ =\ ,-\;-_ 06 OFFSET HOLES BY 90' CLASS OD ACCURACY CLASS T-2 BY FUSS & O'NEIL INC., CONSULTING / ENGINEERS. o PERFORATED PIPE DETAIL Gi-`_4 \.\ ,\ \ \ \ \` \ \\ , \ 0/ F_ N.T.S. NN t / / / / __— — \\\ \ \ \ \ \\— I% v / /l 11 / / 1 / / / // \\ \ \ \ \ INN\, \ IN t AN, 6"0 PERFORATED PIPE l 1 J / \• \ r SII 11 tJI11 :I ;• l l \\ \ \:\\\\\\\\\\\\\\\ \\\\`` J \ , HDPE PIPE CAP (PERFORATED WITH 6-1 1/4"0 HOLES ON TOP) z- 6"0 SCH 80 PVC TEE I 24"0 SMOOTH-WALLED 6"0 SCH 80 SOLID PIPE HDPE PIPE (ABOVE TEE) N 6" TOPSOIL f r / NN C 18" BARRIER MATERIAL LAYER (1 x 10-5cm/sec) 1 _ _ 30" CTDOT No.3 STONE TRENCH LFG DUCT A N.T.S. T"^SOIL RR1ER MATERIAL 1 x 10 -'cm/sec) LFG DUCT VENT TRENCH l o I l N l l \ \ \ \ \ \ \ \ ,1100 129 \ \ \ \ \ \ \ o G-5 j / , / / / / 1 I — — — — \ f \ \ \ \ \ i •'C 1 ' / / // / / / / / / / / / ! J l J NN" \` \ \\ 1+ \ I ; NN 40 NN l / / / / // I I I I / G\1 --___ / \ \ \ \ \ 09/ i-----------100 ff 4 - - \ \ \ \ - 100, B \ \// /-------------------_— \ ,\, \ \ \ /' a V NNi ' oo, / DITCH—=== --------... 1.1 \ \ \ \ \ \ \ %\ I-ol NN V \ \ \ \\ NN NOT IN USE) IN, \\ 1 \ STONE CONTAINER CORPORATION U N CASVI LLE MILL 125 DEPOT ROAD UNCASVILLE, CONNECTICUT Woodward—Clyde Engineering & sciences applied 201 Willowbrook Wayne, New Jersey to the earth & its Boulevard 07470 r environment0 SCALE DES GNED AS PRAWN FWFWD CHECKED WE G' PEER REVIEWS, WLc, DATL JUNE 997 znsD 0 GF d tSCRIPTIC'J STONE CONTAINER CORPORATION U N CASVI LLE MILL 125 DEPOT ROAD UNCASVILLE, CONNECTICUT N.T.S. 30" CTDOT No.4 STONE TRENCH NON -WOVEN GEOTEXTILE WITH 3'-0" OVERLAP ACROSS TOP LEGEND o EXISTING IRON ROD OR IRON PIN EXISTING DRILL HOLE MONITORING WELL Q LFG DUCT 0 EXISTING IRON PIPE v- SIGN El EXISTING MONUMENT DECIDUOUS TREE UTILITY POLE GUY WIRE FENCE BUSHES EXISTING CONTOURS SUBGRADE CONTOURS AT 2 FT INTERVAL SUBGRADE CONTOURS AT 10 FT INTERVAL APPROXIMATE LIMIT OF DISTURBANCE LFG VENT PIPE 0 15 30 60 SCALE (FEET) WILLIAMS ROAD LANDFILL EXCAVATION AND FILL PLAN AND LFG VENT TRENCH LAYOUT 11 \ REV SIGN a PF'OJECT 6EO4734 DRAWN,:, SHEET 3 OF 7 Woodward—Clyde Engineering & sciences applied 201 Willowbrook Wayne, New Jersey to the earth & its Boulevard 07470 r environment WARNING D 12 If THIS BAR D#S NOT MEASURE t THEN DRAWING IS NOT TO SCALE SCALE DES GNED AS PRAWN FWFWD CHECKED WE G' PEER REVIEWS, WLc, DATL JUNE 997 N.T.S. 30" CTDOT No.4 STONE TRENCH NON -WOVEN GEOTEXTILE WITH 3'-0" OVERLAP ACROSS TOP LEGEND o EXISTING IRON ROD OR IRON PIN EXISTING DRILL HOLE MONITORING WELL Q LFG DUCT 0 EXISTING IRON PIPE v- SIGN El EXISTING MONUMENT DECIDUOUS TREE UTILITY POLE GUY WIRE FENCE BUSHES EXISTING CONTOURS SUBGRADE CONTOURS AT 2 FT INTERVAL SUBGRADE CONTOURS AT 10 FT INTERVAL APPROXIMATE LIMIT OF DISTURBANCE LFG VENT PIPE 0 15 30 60 SCALE (FEET) WILLIAMS ROAD LANDFILL EXCAVATION AND FILL PLAN AND LFG VENT TRENCH LAYOUT 11 \ REV SIGN a PF'OJECT 6EO4734 DRAWN,:, SHEET 3 OF 7 L0 v 0 r rn N0 0 00 Id - co r 0w cp 0 0 Y 0 C N 0 REV jO iI_41 -1S, xx I N FLOW _ x }\ Y 4" VERTICAL FACE EMBEDDING DETAIL N.T.S. L / — _ i' \ \\\\ + 2" x 2" WOOD STAKES, DRIVEN O 18" TO 24" INTO THE GROUND. ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BAIL Q t_. PERSPECTIVE VIEW 71 N.T.S. WIRE OR NYLON BOUND BALES SET IN 4" DEEP TRENCH l / i I / l l / l I l \ \ \ \ \ \ \ \ \ \.\ \ TYPICAL HAY BALE DETAILSIilIIi / i l . / \ I\. \ \ \ \ \ \ \ -+ \\ \ If l i I r JI i I i l I /l \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \ \\ + \ \ r \ \\ \ \ \ \ \ \ \`\ \ \ \ ' \ \ 0 1 / / \ \ \ \ \ \ 0*b 129 \ \ \ \ \ \ \ \. o \ \ \ \\ 1+ l / / / / / • t \ / / \ \ \ \' \ \ \ \ If If 110- 100 100 x 00, IN, b, --4,/'-----------.---------- STORMWATER - --- \\\ \ \ \ \ / ///// /--------------- - - \ \ \ \\ \ \ \ DISCHARGE TO, ns"' \ \ \ \ // / 7-- 1114211, BROOK 1 \°jTcy'- \ \ \ \ \\\\\/------_- - — — B-2' - =-- \ \\\\ \ \\ \"';` \ \ \ / 7 % • / \ ii \ e "/ //// ___./ DITCH = / 1 \ \ \ \ \ \ \ \ tel!- / '/ / \ 6 \ \ \\\ \ \\ i/ ////i- 0-------- ---.4 =gp=----------- -\, \\\ \\\\ \ \ \ \ \, \. \ \ / / QOO TEMPORARY RIP -RAP \ \ \ \ \\ // ///,/ i.-------- ---------- j \ \ \ \ \ \ \ ,` _ _ __ __ ._ .._. / i / • \/ SEDIMENTATION TRAP \ \ \ \ — — _ — \ \ \ \ \ \ \ \ \ STORMWATER/ I 1 \ \ \ \ \ \ \ , \ _ . -. - -- -- y % / +,• , ; ; . 11 \ \ \ \ \ \ \ R N.— DISCHARGEDISCHARGE TO BROOK \ \\ 3— t•!``sN.. fEiE_-- NOT IN USE \ \ \ \ \ \ \ 4,6 0Q`f`DwAR'C Po TEMPORARY RIP–RAP M 30 SEDIMENTATION TRAP\\\\\ 1 ' i \ ij , R WARNING SCALE DESCRIPTION o PE -VISION E _ -E STONE CONTAINER CORPORATION U N CASVI LLE MILL 125 DEPOT ROAD UNCASVILLE, CONNECTICUT LEGEND FENCE POST SPACING W-0" ON CENTER MIRAFI 10OX FILTER FABRIC OR EQUIVALENT FLOW c 6" N. CUT 6" WIDE BY 6" DEEP TRENCH PLACE FABRIC AS SHOWN. BACKFILL AND TAMP SOIL IN PLACE z 0 SILT FENCE SEDIMENT BARRIER N.T.S. EXISTING IRON ROD OR IRON PIN EXISTING DRILL HOLE MONITORING WELL EXISTING IRON PIPE SIGN EXISTING MONUMENT DECIDUOUS TREE UTILITY POLE GUY WIRE x FENCE SILT FENCE BUSHES EXISTING CONTOURS SUBGRADE CONTOURS AT 2 FT INTERVAL SUBGRADE CONTOURS AT 10 FT INTERVAL APPROXIMATE LIMIT OF DISTURBANCE HAY BALES NOTES: 1. VERTICAL DATUM IS REFERENCED TO THE BENCHMARK PREVIOUSLY ESTABLISHED BY OTHERS ON THE CONCRETE MONUMENT AT THE NORTHERLY END OF THE LANDFILL. HORIZONTAL DATUM IS ASSUMED AND BASED ON MAGNETIC NORTH MARCH, 1997. 2. BASE MAP SURVEY WAS PERFORMED ON THE GROUND MARCH 28, 1997. CLASS OD ACCURACY CLASS T-2 BY FUSS & O'NEIL INC., CONSULTING ENGINEERS. 0 15 30 60 SCALE (FEET) REdISfON WILLIAMS ROAD LANDFILL A PPOJECT EROSION AND SEDIMENT DRAWING 6E04734 CONTROL PLAN SHEET 4 OF 7 AS SHOWN DESIGNED 0 ,/2 IWoodward—Clyde SAC DRAWN FVG Engineering & sciences applied to the earth & its environment CHECKED 201 Willowbrook Boulevard Wayne, New Jersey 07470 F THIS BAR DOES NOT MEASURE 1' I THEN DRAWING IS NOT TO SCALE PEER PEMEw__ UdL. DATE JUt:- 1997 LEGEND FENCE POST SPACING W-0" ON CENTER MIRAFI 10OX FILTER FABRIC OR EQUIVALENT FLOW c 6" N. CUT 6" WIDE BY 6" DEEP TRENCH PLACE FABRIC AS SHOWN. BACKFILL AND TAMP SOIL IN PLACE z 0 SILT FENCE SEDIMENT BARRIER N.T.S. EXISTING IRON ROD OR IRON PIN EXISTING DRILL HOLE MONITORING WELL EXISTING IRON PIPE SIGN EXISTING MONUMENT DECIDUOUS TREE UTILITY POLE GUY WIRE x FENCE SILT FENCE BUSHES EXISTING CONTOURS SUBGRADE CONTOURS AT 2 FT INTERVAL SUBGRADE CONTOURS AT 10 FT INTERVAL APPROXIMATE LIMIT OF DISTURBANCE HAY BALES NOTES: 1. VERTICAL DATUM IS REFERENCED TO THE BENCHMARK PREVIOUSLY ESTABLISHED BY OTHERS ON THE CONCRETE MONUMENT AT THE NORTHERLY END OF THE LANDFILL. HORIZONTAL DATUM IS ASSUMED AND BASED ON MAGNETIC NORTH MARCH, 1997. 2. BASE MAP SURVEY WAS PERFORMED ON THE GROUND MARCH 28, 1997. CLASS OD ACCURACY CLASS T-2 BY FUSS & O'NEIL INC., CONSULTING ENGINEERS. 0 15 30 60 SCALE (FEET) REdISfON WILLIAMS ROAD LANDFILL A PPOJECT EROSION AND SEDIMENT DRAWING 6E04734 CONTROL PLAN SHEET 4 OF 7 d0 _33HS x x OMMV JG co 12 ca 0 0) a V) 0J 0 0 00 r i r 0 W i 0 Y N E 0C LEGEND: CONTOURS AT 2 FT INTERVAL CONTOURS AT 10 FT INTEVAL 131 130- 120— I 130 — 120-- 100 STORMWATER DISCHARGE TO —go -- BROOK 90• BROOK 4000, TEMPORARY RIP–RAP \\ \ \\ \ / / / / / — _ — — SEDIMENTATION TRAP STORMWATER DISCHARGE TO BROOK 6,Q0 TEMPORARY RIP–RAP Opt- SEDIMENTATION TRAP l O Woodward—Clyde Engineering & sciences applied to the earth & its 201 Willowbrook Boulevard Wa ne, New Jersey 07470Y environment WARNING o 1/2 IFNOT THISMEASUREBAR SDOE' S THEN DRAWING IS NOT TO SCALE D L FWD Qr-.,EWF, J V E 18, REV rREVISIOP: vE O FTIC;JR E DATE STONE CONTAINER CORPORATION'-- U NCASVI LLE MILLILL 125 DEPOT ROAD UNCASVILLE CONNECTICUT Woodward—Clyde Engineering & sciences applied to the earth & its 201 Willowbrook Boulevard Wa ne, New Jersey 07470Y environment WARNING o 1/2 IFNOT THISMEASUREBAR SDOE' S THEN DRAWING IS NOT TO SCALE A'' SHOWN FWD Qr-.,EWF, J V E 18, SWALE CENTERLINE 0 15 30 60 SCALE (FEET) WILLIAMS ROAD LANDFILL FINAL GRADING PLAN REVISION PROJECT 6E04734 DRAWING SHEET 5 OF 7 Y 30 - 133H= xx DNIMV6C 120 110 - 100 - M M 7 0 -}-- 0+00 1 120 110 1 M• 80 r J 0 70 v E 0c FINAL SWALE EXISTING SWALE 1+00 2+00 3+00 4+00 5+00 EAST SWALE HORIZONTAL SCALE: 1 "=40 FT VERTICAL SCALE: 1"=10 FT 1 +00 2+00 3+00 4+00 FINAL SWALE 5+00 WEST SWALE HORIZONTAL SCALE: 1"=40 FT VERTICAL SCALE: 1"=10 FT STONE CONTAINER CORPORATION U N CASVI LLE M I LL 125 DEPOT ROAD UNCASVILLE, CONNECTICUT 0 6+00 CIVIpHIVnIVICIV I v, JvIL MATERIAL SWALE CROSS-SECTION (TYP EXISTING SWALE 0 1 2 4 SCALE (FEET) 6" TOPSOIL N. RE: 18" BARRIER MATERIAL LAYER (1 x 10 cm/sec) REFUSE MATERIAL COVER SYSTEM A 6+00 7+00 8+00 9+00 10+00 11+00 17 Woodward -Clyde Engineering & sciences applied to the earth & its environment 201 Willowbrook Boulevard A'oyne, New Jersey 07470 WARNING SCALE 1 SF a DRAWN D CHECKED W7 - PEEP. REV DESCRIPTION 0i- REVISION 5Y ATE FINAL SWALE 5+00 WEST SWALE HORIZONTAL SCALE: 1"=40 FT VERTICAL SCALE: 1"=10 FT STONE CONTAINER CORPORATION U N CASVI LLE M I LL 125 DEPOT ROAD UNCASVILLE, CONNECTICUT 0 6+00 CIVIpHIVnIVICIV I v, JvIL MATERIAL SWALE CROSS-SECTION (TYP EXISTING SWALE 0 1 2 4 SCALE (FEET) 6" TOPSOIL N. RE: 18" BARRIER MATERIAL LAYER (1 x 10 cm/sec) REFUSE MATERIAL COVER SYSTEM A 6+00 7+00 8+00 9+00 10+00 11+00 17 Woodward -Clyde Engineering & sciences applied to the earth & its environment 201 Willowbrook Boulevard A'oyne, New Jersey 07470 WARNING SCALE DESIGNED SF01/2 1 DRAWN CHECKED W7 - PEEP. PEER PEVIEri=:- IF THIS BAR DOES NOT MEASURE 1 THEN DRAWING IS DATENOTTOSCALE I IS, 1997 6" TOPSOIL 18" BARRIER MATERIAL LAYER K=1(T5CM/S) EXISTING GRADE REFUSE MATERIAL 12+00 No rsra, ILLWILLIAMSROADLANDF DRAINAGE AND COVER DETAILS REVISION 0 PROJECT 6EO4734 DRAWING HEET 6 01- 7 0 13_HS x x r vvaa 0 SCALE A SAS 0 pRnwN FWD CHECKED W E G PEER REVIEWEC REV DESCRIPTION OF REVISION a NOT MEASURE ," 150 140 130 120 110 100 s] 70 0+00 150 140 130 120 110 100 90 0+00 1+00 2+00 3+00 CROSS-SECTION A HORIZONTAL SCALE: 1 "=40 FT VERTICAL SCALE: 1 "=10 FT 4+00 5+00 6+00 1+00 2+00 3+00 CROSS-SECTION B HORIZONTAL SCALE: 1 "=40 FT VERTICAL SCALE: 1 "= ; J FT STONE CONTAINER CORPORATION U N CASVI LLE MILL 125 DEPOT ROAD UNCASVILLE, CONNECTICUT F, Woodward -Clyde s Engineering & .c ences applied to the earth & its environment 2n, Willowbrook Boulevard Wc;: ^e, New Jersey 07470 5+00 6+00 , WARNING SCALE CES NFD SASD1/2 , pRnwN FWD CHECKED W E G PEER REVIEWEC If THIS BAR DOES WLSNOTMEASURE ," THEN DRAWING IS DATENOTTOSCALE JUN E 11997 WILLIAMS ROAD LANDFILL LANDFILL CROSS-SECTION 114 NO 199CA :' 4 REVISION 0 6E04734 DRAWN" SHEET 7 OF 7