3901_GranvilleCoCDLF_Closure_CQARpt_FID1280293_20190211

LICENSES: C-1948 (NC), C.O.A. 4197 (SC), 0405001789 (VA)
307 EAST MAIN ST., YOUNGSVILLE, NC 27596
919-554-0902 | [e-mail] | SURVEYPC.COMSHEET 1 OF 5DATE REVISION(S)TOWNSHIP: OXFORD
COUNTY: GRANVILLE
STATE: NC
SCALE: N/A
SURVEY DATE: N/A
PROJECT: 180054
DWG: SHEET 1 180054 GRANVILLE COUNTY COVER SHEET
Z:\180054 Granville Co Landfill\dwg & reports\Final Drawings and Reports\Sheet 1 180054 Granville County Cover Sheet.dwg LANDFILL RD SITESTERL CARRINGTON RDCORNWALL RDNC HWY 96NO
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YEVRUS DNALSEALL-3911GRANVILLE COUNTY OXFORD LANDFILL
UNIT 1 C&D LANDFILL CLOSURE
COVER SHEET
OXFORD, NC GRANVILLE COUNTY OXFORD LANDFILLUNIT 1 C&D LANDFILL CLOSURESURVEY DRAWINGSINDEX TO DRAWINGSSHEET NUMBERDRAWING TITLE1COVER SHEET2POST-STRIPPING SURVEY312" INTERMEDIATE COVER SURVEY412" VEGETATIVE COVER5POINT DEPTH TABLESVICINITY MAP(NOT TO SCALE)12/12/2018
GV-5GV-6MSW-VENT 3MSW-VENT 2MSW-VENT 1GV-2GV-1GV-4UNIT 1N(Y)=954800E(X)=2110400N(Y)=953900E(X)=2110400N(Y)=953900E(X)=2111500N(Y)=954800E(X)=2111500SURVEY LIMITS14.907 ACRESSURVEY LIMITS14.907 ACRESSURVEY LIMITS14.907 ACRESRIP-RAPRIP-RAPRIP-RAPWASTE LIMITS (NOTE 4)LIMITS OF CLOSURE12.481 ACRESWASTE LIMITS (NOTE 4)LIMITS OF CLOSURE12.481 ACRESGV-3540550560536520530540550560570580585590600540550560570580590600536602516528530540
560
570
580
590 60057058059060
0540550560566568 538536536538
570580590550560540572578570572572570568 570572535536
536538
538550
572
574
598602 598598532534536538DRAINAGE BENCH DITCH LINE (TYP.)DRAINAGE BENCH DITCH LINE (TYP.)DRAINAGE BENCH DITCH LINE (TYP.)LICENSES: C-1948 (NC), C.O.A. 4197 (SC), 0405001789 (VA)
307 EAST MAIN ST., YOUNGSVILLE, NC 27596
919-554-0902 | [e-mail] | SURVEYPC.COMSHEET 2 OF 5DATE REVISION(S)
Z:\180054 Granville Co Landfill\dwg & reports\Final Drawings and Reports\Sheet 2 180054 Granville County Post Stripping.dwg LEGENDGAS VENTSTEST PITINDEX CONTOURINTERMEDIATE CONTOUR100I, DWAYNE R. KROEZE, HEREBY CERTIFY THAT THIS MAP WAS DRAWNUNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MYSUPERVISION, THAT THE ELEVATIONS REPRESENTED BY ANY CONTOURLINE AS PLOTTED DO NOT HAVE A VERTICAL ERROR GREATER THAN 0.5'OVER 90% OF THE AREA COVERED. ALL LOCATIONS SHOWN ARE TRUEAND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.___________________________________________________________DWAYNE R. KROEZE, P.L.S. L-3911 DATENOTES1. COORDINATES PROVIDED ARE BASED ON THE NC GRID SYSTEM (NAD 83) ANDEXISTING SITE CONTROL.2. ELEVATIONS ARE BASED ON EXISTING SITE CONTROL PROVIDED BY OWNER.3. INTERMEDIATE COVER DEPTHS WERE MEASURED AND PROVIDED BY JOYCEENGINEERING.4. WASTE LIMIT LOCATIONS WERE DETERMINED FROM VISIBLE WASTEOBSERVATIONS BY JOYCE ENGINEERING AND LOCATED BY SURVEYINGSOLUTIONS.NC GRID (NOTE 1)GVSILT FENCEXWASTE LIMIT TEST PITNO
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YEVRUS DNALSEALL-3911CONSTRUCTION PLAN REFERENCE"GRANVILLE COUNTY OXFORD LANDFILL C&DLANDFILL CLOSURE CONSTRUCTION"PREPARED BY JOYCE ENGINEERINGDATED JUNE 13, 2018GRANVILLE COUNTY OXFORD LANDFILL
UNIT 1 C&D LANDFILL CLOSURE
POST-STRIPPING SURVEY
OXFORD, NC
TOWNSHIP: OXFORD
COUNTY: GRANVILLE
STATE: NC
SCALE: 1"=50'
SURVEY DATE: 07/11/18 - 08/08/18
PROJECT: 180054
DWG: SHEET 2 180054 GRANVILLE COUNTY POST STRIPPING 0'50'100'150'12/12/201812/12/2018
INTERMEDIATE COVER LIMITSLIMITS OF CLOSUREINTERMEDIATE COVER LIMITSLIMITS OF CLOSUREINTERMEDIATE COVER LIMITSLIMITS OF CLOSUREINTERMEDIATE COVER LIMITSLIMITS OF CLOSURE550560570580590600550
560
570
580
590 600540
550
560
570
580590600540550560
5
7
0
58
0
590
540550560570580590580590600550560570580590560604604GV-5GV-6MSW-VENT 3MSW-VENT 2MSW-VENT 1GV-2GV-1GV-4GV-3INSIDE EDGE OF ANCHORTRENCH FOR THE INSTALLEDGESOYNTHETIC CLAY LINER1.658 ACRES(NOTE 4)UNIT 1550N(Y)=954444.2E(X)=2110845.8N(Y)=954517.1E(X)=2111132.9N(Y)=954172.0E(X)=2111104.4N(Y)=954252.8E(X)=2110854.2540.31'DRAINAGE BENCH DITCH LINE (TYP.)DRAINAGE BENCH DITCH LINE (TYP.)DRAINAGE BENCH DITCH LINE (TYP.)LICENSES: C-1948 (NC), C.O.A. 4197 (SC), 0405001789 (VA)
307 EAST MAIN ST., YOUNGSVILLE, NC 27596
919-554-0902 | [e-mail] | SURVEYPC.COMSHEET 3 OF 5DATE REVISION(S)
Z:\180054 Granville Co Landfill\dwg & reports\Final Drawings and Reports\Sheet 3 180054 Granville County Interim Cover.dwg LEGENDGAS VALVEINTERMEDATE COVER DEPTH TEST PITINDEX CONTOURINTERMEDIATE CONTOUR100I, DWAYNE R. KROEZE, HEREBY CERTIFY THAT THIS MAP WAS DRAWNUNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MYSUPERVISION, THAT THE ELEVATIONS REPRESENTED BY ANY CONTOURLINE AS PLOTTED DO NOT HAVE A VERTICAL ERROR GREATER THAN 0.5'OVER 90% OF THE AREA COVERED. ALL LOCATIONS SHOWN ARE TRUEAND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.___________________________________________________________DWAYNE R. KROEZE, P.L.S. L-3911 DATENOTES1. COORDINATES PROVIDED ARE BASED ON THE NC GRID SYSTEM (NAD 83) ANDEXISTING SITE CONTROL.2. ELEVATIONS ARE BASED ON EXISTING SITE CONTROL PROVIDED BY OWNER.3. SEE SHEET 5 FOR GRID POINT INFORMATION.4. POINTS IN THE CHART DENOTED WITH AN * WERE REGRADED FOR THEGESOYNTHETIC CLAY LINER INSTALLATION.NC GRID (NOTE 1)GVNO
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YEVRUS DNALSEALL-3911CONSTRUCTION PLAN REFERENCE"GRANVILLE COUNTY OXFORD LANDFILL C&DLANDFILL CLOSURE CONSTRUCTION"PREPARED BY JOYCE ENGINEERINGDATED JUNE 13, 2018GRANVILLE COUNTY OXFORD LANDFILL
UNIT 1 C&D LANDFILL CLOSURE
12" INTERMEDIATE COVER SURVEY
OXFORD, NC
TOWNSHIP: OXFORD
COUNTY: GRANVILLE
STATE: NC
SCALE: 1"=50'
SURVEY DATES: 07/11/18 - 08/08/18
& 10/25/18 (REGRADED AREA FOR GCL)
PROJECT: 180054
DWG: SHEET 3 180054 GRANVILLE COUNTY INTERIM COVER
0'50'100'150'GRID POINT I.D. AND LOCATIONPOINT ELEVATION REFLECTS GCL REGRADE ELEVATION12" INTERMEDIATE COVERCAP SYSTEM #2 DETAIL(GCL OPTION)(NOT TO SCALE)12" INTERMEDIATE COVERSHOWN ON THIS DRAWINGÈWASTE12" PROTECTIVE SOIL LAYER12" VEGETATIVE COVERGEOSYNTHETIC CLAY LINER (INSTALLED ONLY ON SLOPES < 8%)12/12/201812/12/2018
GV-5GV-6MSW-VENT 3MSW-VENT 2MSW-VENT 1GV-2GV-1GV-4GV-3EDGE OF INSTALLED GCL(SEE SHEET 3)VEGETATIVE COVER LIMITSLIMITS OF CLOSUREVEGETATIVE COVER LIMITSLIMITS OF CLOSURE606600604604602600590602600580DOWNPIPE DP-4DOWN PIPE CONNECTIONSARE APPROXIMATE (TYP.)DRAINAGE BENCH DITCH LINE (TYP.)DOWN PIPE CONNECTIONSARE APPROXIMATE (TYP.)DIVERSION BERM DITCH LINE (TYP.)DIVERSION BERM DITCH LINE (TYP.)DRAINAGE BENCH DITCH LINE (TYP.)SURVEY LIMITSSURVEY LIMITSSURVEY LIMITSSURVEY LIMITSSURVEY LIMITSRIP-RAP INLETPROTECTION (TYP.)RIP-RAP INLETPROTECTION (TYP.)RIP-RAP INLETPROTECTION (TYP.)RIP-RAP OUTLETPROTECTION (TYP.)RIP-RAP OUTLETPROTECTION (TYP.)18"CPP 18"CPP(18"CPP)1
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P 18"CPPRIP-RAP OUTLETPROTECTION (TYP.)INV. ELEV.= 514.80'FES INV.= 515.20'FES INV.= 523.38'INV. ELEV.= 520.21'INV. ELEV.= 567.61'INV. ELEV.= 567.93'INV. ELEV.= 531.26'INV. ELEV.= 592.14'INV. ELEV.= 573.06'INV. ELEV.= 570.11'INV. ELEV.= 591.83'INV. ELEV.= 589.43'18"CPPINV. ELEV.= 570.26'INV. ELEV.= 569.08'INV. ELEV.= 576.34'INV. ELEV.= 527.77'INV. ELEV.= 570.16'18"CPP18"CPPINV. ELEV.= 575.32'INV. ELEV.= 563.47'RIP-RAP OUTLETPROTECTION (TYP.)DRAINAGE BENCH DITCH LINE (TYP.)57057857056055054053451857257457657857056
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550
54
0
530520560550538540
550552540538530520514
514
5205305405605705725705805905
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536
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550
560
570
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578
580
590
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UNIT 1DIVERSION BERM DITCH LINE (TYP.)DOWNPIPE DP-2DOWNPIPE DP-3DOWNPIPE DP-1DITCH LINE (TYP.)DOWNPIPE DP-5DIVERSION BERM DITCH LINE (TYP.)DIVERSION BERM DITCH LINE (TYP.)LICENSES: C-1948 (NC), C.O.A. 4197 (SC), 0405001789 (VA)
307 EAST MAIN ST., YOUNGSVILLE, NC 27596
919-554-0902 | [e-mail] | SURVEYPC.COMSHEET 4 OF 5DATE REVISION(S)
Z:\180054 Granville Co Landfill\dwg & reports\Final Drawings and Reports\Sheet 4 180054 Granville County Vegetative Cover.dwg
NC GRID (NOTE 1)GRID POINT I.D AND LOCATIONNO
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YEVRUS DNALSEALL-3911GRANVILLE COUNTY OXFORD LANDFILL
UNIT 1 C&D LANDFILL CLOSURE
12" VEGETATIVE COVER
OXFORD, NC
TOWNSHIP: OXFORD
COUNTY: GRANVILLE
STATE: NC
SCALE: 1"=50'
SURVEY DATE: 10/25/18 - 12/05/18
PROJECT: 180054
DWG: SHEET 4 180054 GRANVILLE COUNTY VEGETATIVE COVER 0'50'100'150'I, DWAYNE R. KROEZE, HEREBY CERTIFY THAT THIS MAP WAS DRAWNUNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MYSUPERVISION, THAT THE ELEVATIONS REPRESENTED BY ANY CONTOURLINE AS PLOTTED DO NOT HAVE A VERTICAL ERROR GREATER THAN 0.5'OVER 90% OF THE AREA COVERED. ALL LOCATIONS SHOWN ARE TRUEAND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.___________________________________________________________DWAYNE R. KROEZE, P.L.S. L-3911 DATENOTES1. COORDINATES PROVIDED ARE BASED ON THE NC GRID SYSTEM (NAD 83) ANDEXISTING SITE CONTROL.2. SEE SHEET 5 FOR POINT DEPTH TABLES.CONSTRUCTION PLAN REFERENCE"GRANVILLE COUNTY OXFORD LANDFILL C&DLANDFILL CLOSURE CONSTRUCTION"PREPARED BY JOYCE ENGINEERINGDATED JUNE 13, 2018LEGENDINDEX CONTOURINTERMEDIATE CONTOUR100SILT FENCEXGRAVELRIP-RAPGAS VALVEGVMSW GAS VENTMSW-VENT 112" INTERMEDIATE COVERCAP SYSTEM #2 DETAIL(GCL OPTION)(NOT TO SCALE)12" VEGETATIVE COVERSHOWN ON THIS DRAWINGÈWASTE12" PROTECTIVE SOIL LAYER12" VEGETATIVE COVERGEOSYNTHETIC CLAY LINER (INSTALLED ONLY ON SLOPES < 8%)12/12/201812/12/2018
LICENSES: C-1948 (NC), C.O.A. 4197 (SC), 0405001789 (VA)
307 EAST MAIN ST., YOUNGSVILLE, NC 27596
919-554-0902 | [e-mail] | SURVEYPC.COMSHEET 5 OF 5DATE REVISION(S)
Z:\180054 Granville Co Landfill\dwg & reports\Final Drawings and Reports\Sheet 5 180054 Granville County Point Depth Tables.dwg
GRANVILLE COUNTY OXFORD LANDFILL
UNIT 1 C&D LANDFILL CLOSURE
POINT DEPTH TABLES
OXFORD, NC
TOWNSHIP: OXFORD
COUNTY: GRANVILLE
STATE: NC
SCALE: 1"=50'
SURVEY DATE: N/A
PROJECT: 180054
DWG: SHEET 5 180054 GRANVILLE COUNTY POINT DEPTH TABLES I, DWAYNE R. KROEZE, HEREBY CERTIFY THAT THIS MAP WAS DRAWNUNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MYSUPERVISION, THAT THE ELEVATIONS REPRESENTED BY ANY CONTOURLINE AS PLOTTED DO NOT HAVE A VERTICAL ERROR GREATER THAN 0.5'OVER 90% OF THE AREA COVERED. ALL LOCATIONS SHOWN ARE TRUEAND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.___________________________________________________________DWAYNE R. KROEZE, P.L.S. L-3911 DATECONSTRUCTION PLAN REFERENCE"GRANVILLE COUNTY OXFORD LANDFILL C&DLANDFILL CLOSURE CONSTRUCTION"PREPARED BY JOYCE ENGINEERINGDATED JUNE 13, 2018NOTES* DENOTES THAT TOTAL FINAL COVER DEPTH WAS FIELD VERIFIED WITHTEST HOLE. COVER DEPTH MEASURED +2.07' TO THE TOP OF WASTE.+ DENOTES THAT GRID POINT FELL ON INTERPOLATED SLOPES LESSTHAN 25%.I, DWAYNE R. KROEZE, HEREBY CERTIFY THAT THE PROTECTIVE ANDVEGETATIVE COVER LAYERS HAVE A MEASURED THICKNESS,PERPENDICULAR TO SLOPES, OF A MINIMUM OF 2.0'.___________________________________________________________DWAYNE R. KROEZE, P.L.S. L-3911 DATENO
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YEVRUS DNALSEALL-391112/12/201812/12/201812/12/2018