No preview available
HomeMy WebLinkAbout7803_Robeson_CDLF_EmergencyReq_DIN27011_20161115 9731-F Southern Pine Blvd. Charlotte, NC 28273 tel: 704/817-2037 fax: 704/837-2010 www.JoyceEngineering.com November 11, 2016 Mr. Larry Frost Environmental Engineer NC DEQ Solid Waste Section Solid Waste Section – Permitting Branch 2090 U.S. Highway 70 Swannanoa, North Carolina 28778-8211 RE: C&D Landfill – Revised Permit Amendment Vertical Expansion Robeson County Landfill Permit No. 7803-CDLF-1997 JOYCE Project No. 820.1701.11 Task 01 Dear Mr. Frost: On behalf of Robeson County, Joyce Engineering, Inc. (JOYCE) is submitting the enclosed revised application for a Permit Amendment for the C&D Landfill (Phase 1) at Robeson County. The application was revised per the guidance and recommendations provided by NC DEQ during our November 7, 2016 conference call with you and NC DEQ staff. Due to the state of emergency in Robeson County, the County’s C&D waste intake is expected to increase dramatically during the upcoming months following the cleanup from the effects of Hurricane Matthew. According to Robeson County, an updated estimate indicates that approximately 65,000 tons of C&D waste, resulting from the storm, will need to be disposed at the County’s landfill in the upcoming months. In addition, the County expects to continue to receive approximately 25,000 tons of C&D waste per year from regular construction activities from the service area covered by the landfill. Using a conservative compaction density of 0.5 tons per cy, this 90,000 tons of C&D waste equates to approximately 180,000 cy of disposal airspace. As of April 18, 2016, the remaining airspace at the C&D Landfill to the intermediate waste grades was approximately 147,750 cy. Consequently, the remaining airspace alone will not meet the County’s current needs. This application includes modifying the final closure grades for the active C&D Landfill to increase the disposal capacity. The proposed vertical expansion will add approximately 152,250 cy of disposal capacity to the landfill. It should be noted that the permitted final cap of the existing landfill was slightly modified on the northwest side of the landfill to match existing conditions. The following table summarizes the projected annual tonnage at the C&D landfill, and airspace allocated per the fill sequencing plan: Mr. Larry Frost November 11, 2016 Page 2 of 2 Year Disposal Rate Available Airspace (cy) (per fill sequencing plan) Year 1 65,000 tons (Hurricane Matthew) and 25,000 tons (regular construction activities) 200,0000† Years 2 and 3 25,000 tons per year (regular construction activities) 100,000 †Includes the available airspace as of the last aerial survey (April 18, 2016) Included in this application are drawings illustrating the existing conditions at the landfill, the vertical expansion of the landfill, intermediate waste level and cross sections (EP-01 through EP-03). In addition, the fill sequencing plan of the vertical expansion is shown on OP-01. The grading plan of the vertical expansion was based on the April 2016 aerial survey. The operations plan, closure and post-closure plan, construction quality assurance plan, technical specifications, Landfill Gas Monitoring Plan (LFGMP) and Water Quality Monitoring Plan (WQMP) were not included in this submittal due to the fact that no revisions have been made since they were last permitted. The waste tonnage estimate of Hurricane Matthew cleanup is subject to increase as cleanup efforts continue across the County and a more comprehensive assessment is completed. Per our conversation, Robeson County will continue to monitor the waste stream and may submit to NC DEQ a second Permit Amendment application if necessary. We request that the Solid Waste Section proceed with the review of this Permit Amendment application. Please let us know if you have any questions or if there are additional issues that might be resolved by phone or email in order to expedite your review. Sincerely, JOYCE ENGINEERING Amy Davis, P.E. Technical Consultant Attachments Drawings EP-T, EP-L, EP-01, EP-02, EP-03, and OP-01 Cc: Mr. Ed Mussler, PE, NC DEQ Central Office Mr. Steve Edge, Robeson County Landfill, Solid Waste Director NC ST. HI G H W A Y 2 0 APPROXIMATE LOCATION OF PROPERTY LINE ROBESON COUNTY ROBESON COUNTY LANDFILL C&D VERTICAL EXPANSION PERMIT AMENDMENT ROBESON COUNTY, NORTH CAROLINA ENGINEERING PLAN NOVEMBER 2016 COUNTY LOCATION MAP NORTH CAROLINA VICINITY MAP OWNER INFORMATION PREPARED FOR:ROBESON COUNTY LANDFILL ADDRESS:246 LANDFILL ROAD ST. PAULS, NORTH CAROLINA 28384 CONTACT:STEVE EDGE ( 910 ) 865-3348 PROPERTY INFORMATION ADDRESS: 246 LANDFILL ROAD ST. PAULS, NORTH CAROLINA 28384 NCDEQ PERMIT: 78-03 ACREAGE:537 ACRES DRAWING INDEX PROJECT NO. AP P R O V E D CH E C K E D DR A W N DE S I G N E D DA T E DA T E RE V I S I O N S A N D R E C O R D O F I S S U E BY NO AP P CK SCALE A l l r i g h t s r e s e r v e d . Ó J o y c e E n g i n e e r i n g , I n c . DRAWING NO. L: \ R o b e s o n c o u n t y \ 2 0 1 6 2 - 4 V E R T I C A L E X P A N S I O N \ E P - T T I T L E S H E E T C & D . d w g L a y o u t = L a y o u t 1 NC C O R P L I C : C - 0 7 8 2 820.1602.11 20 1 6 EP-T N.T.S. MM RW H LB B AD 11 / 1 / 1 6 97 3 1 - F S O U T H E R N P I N E B L V D CH A R L O T T E , N C 2 8 2 7 3 PH O N E : ( 7 0 4 ) 8 1 7 - 2 0 3 7 SHEET DESCRIPTION TITLE SHEET LEGEND AND GENERAL NOTES EXISTING CONDITIONS C&D LANDFILL INTERMEDIATE CONTOURS CROSS SECTIONS FILL SEQUENCING PLAN EP-T EP-L EP-01 EP-02 EP-03 OP-1 RO B E S O N C O U N T Y L A N D F I L L ST . P A U L S , N O R T H C A R O L I N A EN G I N E E R I N G P L A N : TI T L E S H E E T G R O U N D W A T E R M O N I T O R I N G W E L L O B S E R V A T I O N W E L L N E S W E L L P E R F O R M A N C E W E L L S E N T I N E L W E L L E X T R A C T I O N W E L L W E T L A N D S P I E Z O M E T E R P I E Z O M E T E R L A N D F I L L G A S P R O B E L F G E X T R A C T I O N W E L L W I T H P U M P L F G E X T R A C T I O N W E L L S U R F A C E W A T E R M O N I T O R I N G P O I N T L E A C H A T E M O N I T O R I N G P O I N T B O R E H O L E L O C A T I O N C O R I N G L O C A T I O N S O I L S A M P L I N G L O C A T I O N T E S T P I T L O C A T I O N B E N C H M A R K S P R I N G H E A D L O C A T I O N W E L L L O C A T I O N C O N T R O L P O I N T S Y M B O L S PROPERTY LINE / FACILITY BOUNDARYEASEMENTFENCE LINEx C O N V E N T I O N A L S Y M B O L S A N D G E N E R A L N O T E S U T I L I T Y P O L E H Y D R A N T L I G H T P O L E T A N K ( S I Z E V A R I E S ) T R A N S F O R M E R M A N H O L E C L E A N O U T OVERHEAD ELECTRICUNDERGROUND ELECTRICOVERHEAD TELEPHONEUNDERGROUND TELEPHONEFORCEMAINDUAL CONTAINED LEACHATE FORCEMAIN SANITARY SEWERPROCESS SEWERLANDFILL GAS RAILROADGUARDRAILNATURAL GASSOLID PIPE (TYPE NOTED)PERFORATED PIPE (TYPE NOTED)POTABLE WATER RESOURCE PROTECTION AREA RIGHT OF WAY M UGTUGTDCFMDCFM UGEUGEPAVED ROADGRAVEL/DIRT ROADWASTE MANAGEMENT BOUNDARY TREE LINE S I L T F E N C E E R O S I O N A N D S E D I M E N T C O N T R O L F E A T U R E S S F MAJOR TOPOGRAPHIC CONTOURMINOR TOPOGRAPHIC CONTOURGROUNDWATER SURFACE CONTOUR(FT ABOVE MEAN SEA LEVEL) S P O T E L E V A T I O N BEDROCK SURFACE CONTOUR(FT ABOVE MEAN SEA LEVEL)1001008070 CULVERT (SIZE NOTED) V - 3 V A L V E L O C A T I O N & I D E N T I F I C A T I O N C O N D E N S A T E T R A P W I T H O U T P U M P LIMITS OF WASTE S T O R M W A T E R P I P E O U T L E T P R O T E C T I O N LEACHATE COLLECTION TRENCHLCTLCT S C C - 1 D I V E R S I O N B E R M S T O R M W A T E R C O N V E Y A N C E C H A N N E L I P I N L E T P R O T E C T I O N P S P E R M A N E N T S E E D I N G D V T E M P O R A R Y S L O P E D R A I N T S D - 1 O P O U T L E T P R O T E C T I O N B?SECTION CALL-OUT S T - 1 S E D I M E N T T R A P C T - 1 C O N D E N S A T E T R A P W I T H P U M P C T / P - 1 P A S S I V E L F G V E N T SURVEY TIE LINESURFACE WATERAPPROXIMATE 100 YEAR FLOODPLAINLANDFILL GAS CONDENSATE B - X 3 . 0 5 3 . 1 2 3 . 1 7 3 . 0 7 3 . 3 2 3 . 1 5 3 . 1 8 3 . 1 3 C I P C U L V E R T I N L E T P R O T E C T I O N 3 . 0 8 S B - 1 S E D I M E N T B A S I N 3 . 1 4 C D R O C K C H E C K D A M 3 . 2 0 C O N S T R U C T I O N E N T R A N C E 3 . 0 2 C E B M E X I S T I N G P R O P O S E D V - 3 C T - 1 C T / P - 1 LINESEXISTINGPROPOSEDxUGTUGTDCFMDCFMUGEUGELCTLCTCELL LIMITS SSSS FM N A M E N O . S Y M B O L W A T E R M E T E R V A L V E P I P E F I T T I N G S W M W M C O C O S I G N M T P - X DEMOLITION PLAN-VIEW HATCHINGEXISTINGPROPOSEDASPHALT PAVEMENTGRAVELCONCRETEWETLANDS APPROXIMATE GROUNDWATER FLOW PATHWAYUSED TO CALCULATE HYDRAULIC GRADIENT P Z - X P Z - X G P - X M W - X M W - O W - X M W - P W - X M W - X N E S - O W - X M W - O W - X N E S - O W - X M W - P W - X M W - X M W - X E W - X E W - X G V - X S M P - X L M P - X G V - X G W - X G W - X C - X C P S S - X S - X W P Z - X P Z - X G P - X G W P - X G W P - X S M P - X L M P - X B H - X C - X S S - X R/WR/WGWBR 1 4 . 7 0 1 4 . 7 0 S U R V E Y N O T E S : 1 . T O P O G R A P H I C C O N T O U R I N T E R V A L = 2 F E E T , U N L E S S I N D I C A T E D O T H E R W I S E . 2 . O N - S I T E T O P O G R A P H Y P R O V I D E D B Y S P A T I A L D A T A , I N C . P H O N E ( 3 3 6 ) - 8 4 1 - 1 2 4 7 , D A T E D A P R I L 1 8 , 2 0 1 6 . 3 . F E D E R A L I N S U R A N C E A D M I N I S T R A T I O N , F L O O D I N S U R A N C E R A T E M A P , R O B E S O N C O U N T Y , N C , I N D I C A T E S N O 1 0 0 Y E A R F L O O D P L A I N S O N S I T E . 4 . P R O P E R T Y B O U N D A R Y B E A R I N G A N D D I S T A N C E S P R O V I D E D B Y R O B E S O N C O U N T Y 5 . S I T E C O N T R O L I N F O R M A T I O N P R O V I D E D S P A T I A L D A T A , I N C D A T E D M A Y 1 3 , 2 0 1 5 6 . T H E S U R V E Y W A S P E R F O R M E D W I T H O U T T H E B E N E F I T O F A T I T L E S E A R C H A N D A L L E A S E M E N T S A N D E N C U M B R A N C E S M A Y N O T B E S H O W N . P R O J E C T N O . APPROVED CHECKED DRAWN DESIGNED DATE DATE REVISIONS AND RECORD OF ISSUE BYNO APPCK S C A L E All rights reserved. Ó Joyce Engineering, Inc. D R A W I N G N O . L:\Robeson county\2016 2-4 VERTICAL EXPANSION\EP-L LEGEND AND GENERAL NOTES.dwg Layout=Layout1 NC CORP LIC: C-0782 8 2 0 . 1 6 0 2 . 1 1 2016 E P - L N . T . S . LEGEND AND GENERAL NOTES MM RWH LBB AD 11/1/169731-F SOUTHERN PINE BLVD CHARLOTTE, NC 28273 PHONE: (704) 817-2037 ROBESON COUNTY LANDFILL ST. PAULS, NORTH CAROLINA ENGINEERING PLAN: 1 4 0 1 5 0 1 4 0 1 5 0 1 4 0 1 4 0 140 1 4 0 1 5 0 1 6 0 1 7 0 1 8 0 1 9 0 2 0 0 2 1 0 1 6 0 1 7 0 1 8 0 1 9 0 2 0 0 2 1 0 1 5 0 1 5 0 2 0 0 1 9 0 1 8 0 1 7 0 1 6 0 1 5 0 160 170 180 190 200 1 7 0 1 8 0 1 9 0 2 0 0 2 1 0 2 0 0 1 9 0 1 8 0 1 7 0 1 6 0 1 5 0 1 5 0 1 6 0 1 7 0 1 8 0 1 9 0 2 0 0 2 1 0 2 1 0 2 0 0 1 9 0 1 9 0 150160 170180 190 200 210 1 5 0 1 6 0 1 7 0 1 8 0 1 9 0 200 2 1 0 1 9 0 1 8 0 1 7 0 1 6 0 160 170 180 190 15 0 1 5 0 1 5 0 1 5 0 140 150 1 3 0 1 3 0 1 5 0 1 5 0 16 0 1 7 0 1 5 0 1 5 0 1 5 0 1 5 0 150 1 3 0 1 3 0 1 4 0 1 4 0 15 0 1 4 0 1 5 0 1 4 0 1 4 0 1 4 0 160 140 1 5 0 1 5 0 1 5 0 1 5 0 150 1 5 0 1 5 0 1 5 0 1 5 0 1 4 0 1 5 0 1 5 0 PHASE 4 10.9 AC. N C S T A T E H I G H W A Y 2 0 BIG MA R S H SW A M P B U F F E R ( T Y P ) 3 0 0 ' - 0 " UNDISTURBED ARCHAEOLOGICAL SITE PHASE 1 (CLOSED MSW) PROPERTY LINE B U F F E R ( T Y P ) 3 0 0 ' - 0 " EXISTING BORROW AREA ACTIVE C&D UNDISTURBED PHASE 2 25.0 AC PHASE 3 13.7 AC FUTURE BORROW AREA BENCHMARKS Point # RCL01 RCL04 RCL05 RCL06 RCL07 Elevation Northing 379964.60 377598.72 377238.56 380010.15 381035.39 Easting 2027632.54 2027050.60 2024987.25 2024856.66 2025227.09 153.94 134.96 150.20 150.22 151.41 2024500 E 2025000 E 2025500 E 2026000 E 2026500 E 2027000 E 2027500 E 2028000 E 2028500 E 3 7 6 0 0 0 N 3 7 6 5 0 0 N 3 7 7 0 0 0 N 3 7 7 5 0 0 N 3 7 8 0 0 0 N 3 7 8 5 0 0 N 3 7 9 0 0 0 N 3 7 9 5 0 0 N 3 8 0 0 0 0 N 3 8 0 5 0 0 N 3 8 1 0 0 0 N 3 8 1 5 0 0 N 3 8 2 0 0 0 N 2023000 E 2023500 E 2024000 E2024000 E 2024500 E 2025000 E 2025500 E 2026000 E 2026500 E 2027000 E 2027500 E 2028000 E RCL04 RCL05 RCL01 RCL07 RCL06 MW-19 MW-20 MW-21 MW-22 MW-13R MW-14R MW-15A MW-16 MW-17R MW-18 MW-4A MW-12 OW-9 OW-9A MW-10 MW-2 MW-11 MW-8 MW-9A MW-9 MW-3R MW-7 PZ-G8 PZ-G7 PZ-G10S PZ-G9S PZ-G9D MW-23 MW-24 MW-25R MW-26 MW-9B MW-5 MW-5A MW-1 MW-6MW-25 SW-2 SW-1 MMW-3 MMW-2 MMW-1A MMW-4 MMW-11 MMW-10 MMW-9 MMW-8MMW-7 MMW-6 MMW-4A MMW-14 MMW-12 MMW-13 MMW-16 MMW-17R MMW-18R LC - 2 LC-3 LC - 4 LC - 5 LC-6 LC-7 LC-8 LC-9 LC-10 EWA-19 EWA-21 EWA-22 EWA-23 EWA-24 EWA-18 EWA-16 EWA-17 EWA-14 EXISTING LANDFILL GAS SYSTEM EW-18 EW-19 EW-27 EW-26 EW-28 EW-29 4 " 3 " 3 " 3 " 3 " 3 " 3 " 6 " EW-9 EW-8 EW-7 EW-6 EW-5 EW-4 EW-2 EW-3 EW-11 EW-10 EW-12 EW-13 EW-14 EXISTING LANDFILL GAS SYSTEM PROJECT NO. AP P R O V E D CH E C K E D DR A W N DE S I G N E D DA T E DA T E RE V I S I O N S A N D R E C O R D O F I S S U E BY NO AP P CK SCALE A l l r i g h t s r e s e r v e d . Ó J o y c e E n g i n e e r i n g , I n c . DRAWING NO. L: \ R o b e s o n c o u n t y \ 2 0 1 6 2 - 4 V E R T I C A L E X P A N S I O N \ E P - 1 E X I S T I N G C O N D I T I O N S . d w g L a y o u t = L a y o u t 1 97 3 1 - F S O U T H E R N P I N E B L V D . CH A R L O T T E , N C 2 8 2 7 3 PH O N E : ( 7 0 4 ) 8 1 7 - 2 0 3 7 NC C O R P L I C : C - 0 7 8 2 0 (FEET) GRAPHIC SCALE 600300150 820.1602.11 RO B E S O N C O U N T Y L A N D F I L L ST . P A U L S , N O R T H C A R O L I N A 20 1 6 EP-01 AS SHOWN EN G I N E E R I N G P L A N : EX I S T I N G C O N D I T I O N S MM RW H LB AD 11 / 1 / 1 6 UNDI S T U R B E D ARCHA E O L O G I C A L S I T E P H A S E 1 ( C L O S E D M S W ) A C T I V E C & D 140 160 150150130140 1 3 0 130 1 4 0 1 3 0 1 4 0 1 4 0 1 4 0 1 5 0 1 5 0 150 150 1 5 0 1 4 0 1 5 0 1 6 0 1 7 0 1 8 0 1 9 0 2 0 0 2 1 0 1 8 0 1 7 0 1 6 0 150 160 170140 2 0 0 1 9 0 1 8 0 1 7 0 1 6 0 1 5 0 1 5 0 1 6 0 1 7 0 1 8 0 1 9 0 2 0 0 150 1 5 0 150 150 160 170 180 190 1 5 0 2 1 0 150150150150140140140 150150 150 1 3 0 140 0+001+002+003+004+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 0 + 0 0 1 + 0 0 2 + 0 0 3 + 0 0 4 + 0 0 5 + 0 0 6 + 0 0 7 + 0 0 8 + 0 0 9 + 0 0 9 + 5 0 AEP-03 B EP-03 1 5 0 1 6 0 1 7 0 1 8 0 1 9 0 2 0 0 2 1 0 1 4 0 2 1 0 2 0 0 1 9 0 A E P - 0 3 B EP-03 P E R M I T T E D L I M I T S O F W A S T E ( T Y P ) E X I S T I N G A C C E S S R O A D L I M I T S O F V E R T I C A L E X P A N S I O N 5 % A P P R O X I M A T E L I M I T S O F C & D M A T E R I A L A N Y G R A D I N G B E Y O N D L I M I T S S H A L L B E S O I L O N L Y T O T I E T O E X I S T I N G G R A D E S . E W - 1 8 E W - 1 9 E W - 2 7 E W - 2 6 E W - 2 8 E W - 2 9 EW-9 EW-8 EW-7 E W - 6 E W - 5 E W - 4 E W - 2 E W - 3 E W - 1 1 E W - 1 0 E W - 1 2 E W - 1 3 E W - 1 4 G A S W E L L ( T Y P ) E X I S T I N G G A S W E L L T O B E E X T E N D E D A S N E C E S S A R Y ( T Y P ) 2 2 0 2 2 0 0 ( F E E T ) G R A P H I C S C A L E 1 6 0 8 0 4 0 P R O J E C T N O . APPROVED CHECKED DRAWN DESIGNED DATE DATE REVISIONS AND RECORD OF ISSUE BYNO APPCK S C A L E All rights reserved. Ó Joyce Engineering, Inc. D R A W I N G N O . L:\Robeson county\2016 2-4 VERTICAL EXPANSION\EP-2 C&D INTERMEDIATE GRADING PLAN LOWER CAP.dwg Layout=EP-02 GRADING (2) 9731-F SOUTHERN PINE BLVD. CHARLOTTE, NC 28273 PHONE: (704) 817-2037 NC CORP LIC: C-0782 8 2 0 . 1 6 0 2 . 1 1 ROBESON COUNTY LANDFILL ST. PAULS, NORTH CAROLINA 2016 E P - 0 2 A S S H O W N MM RWH LB MM 11/1/16ENGINEERING PLAN: INTERMEDIATE GRADING PLAN S E C T I O N A 130 140 150 160 170 180 190 200 210 220 1 3 0 1 4 0 1 5 0 1 6 0 1 7 0 1 8 0 1 9 0 2 0 0 2 1 0 2 2 0 1+002+003+004+00 5 + 0 0 6 + 0 0 7 + 0 0 8 + 0 0 9 + 0 0 1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 5 + 0 0 S E C T I O N B 130 140 150 160 170 180 190 200 210 220 1 3 0 1 4 0 1 5 0 1 6 0 1 7 0 1 8 0 1 9 0 2 0 0 2 1 0 2 2 0 1+00 2 + 0 0 3 + 0 0 4 + 0 0 5 + 0 0 6 + 0 0 7 + 0 0 8 + 0 0 9 + 0 0 A P R I L 1 8 , 2 0 1 6 S U R V E Y 4: 1 A P R I L 1 8 , 2 0 1 6 S U R V E Y I N T E R M E D I A T E G R A D E I N T E R M E D I A T E G R A D E 4 : 1 4 : 1 4:1 5 % 5 % 5% 5 % P E R M I T T E D L I M I T S O F C & D W A S T E P E R M I T T E D L I M I T S O F C & D W A S T E P R O J E C T N O . APPROVED CHECKED DRAWN DESIGNED DATE DATE REVISIONS AND RECORD OF ISSUE BYNO APPCK S C A L E All rights reserved. Ó Joyce Engineering, Inc. D R A W I N G N O . L:\Robeson county\2016 2-4 VERTICAL EXPANSION\EP-2 C&D INTERMEDIATE GRADING PLAN LOWER CAP.dwg Layout=EP-03 SECTIONS 9731-F SOUTHERN PINE BLVD. CHARLOTTE, NC 28273 PHONE: (704) 817-2037 NC CORP LIC: C-0782 8 2 0 . 1 6 0 2 . 1 1 ROBESON COUNTY LANDFILL ST. PAULS, NORTH CAROLINA 2016 E P - 0 3 A S S H O W N MM RWH LB MM 11/1/16ENGINEERING PLAN: CROSS SECTIONS A AND B 0(FEET)GRAPHIC SCALE 0 (FEET)VERTICALEXAGGERATION =4080160 10 20 404:10(FEET)GRAPHIC SCALE 0 (FEET)VERTICALEXAGGERATION =4080160 10 20 404:1 S I T E P H A S E 1 ( C L O S E D M S W ) A C T I V E C & D 140140140150140160 150150150150140 1 3 0 130 1 4 0 1 3 0 1 4 0 1 4 0 1 5 0 1 5 0 150 150 1 5 0 1 4 0 1 3 0 130 1 3 0 1 3 0 1 5 0 1 4 0 1 4 0 1 5 0 1 6 0 1 7 0 1 8 0 1 7 0 1 6 0 150140 1 7 0 1 6 0 1 5 0 1 5 0 1 5 0 1 5 0 1 5 0 150150150150140140140 150 150 1 3 0 140 P E R M I T T E D L I M I T S O F W A S T E ( T Y P ) E X I S T I N G A C C E S S R O A D 1 5 0 1 6 0 1 7 0 1 8 0 1 9 0 2 0 0 160 170 1 8 0 1 9 0 2 0 0 1 9 0 2 0 0 1 9 0 5 % U N D I S T U R B E D A R C H A E O L O G I C A L S I T E P H A S E 1 ( C L O S E D M S W ) A C T I V E C & D 140140140150140160 150150150150140 1 3 0 1 3 0 1 4 0 1 5 0 1 5 0 150 150 1 5 0 1 4 0 1 3 0 130 1 3 0 13 0 1 5 0 1 4 0 1 4 0 1 5 0 1 6 0 1 7 0 1 8 0 1 7 0 1 6 0 1 5 0 140 1 7 0 1 6 0 1 5 0 1 5 0 1 5 0 1 5 0 1 5 0 1 5 0 150150150150140140140 150150 150 1 3 0 140 P E R M I T T E D L I M I T S O F W A S T E ( T Y P ) E X I S T I N G A C C E S S R O A D 1 5 0 1 6 0 1 7 0 1 8 0 2 0 0 2 1 0 1 6 0 1 7 0 1 8 0 1 9 0 2 0 0 2 1 0 1 9 0 2 0 0 2 1 0 1 9 0 2 2 0 2 2 0 5 % P R O J E C T N O . APPROVED CHECKED DRAWN DESIGNED DATE DATE REVISIONS AND RECORD OF ISSUE BYNO APPCK S C A L E All rights reserved. Ó Joyce Engineering, Inc. D R A W I N G N O . L:\Robeson county\2016 2-4 VERTICAL EXPANSION\OP-1 FILL SEQUENCE PLAN C&D.dwg Layout=EP-02 GRADING (2) 9731-F SOUTHERN PINE BLVD. CHARLOTTE, NC 28273 PHONE: (704) 817-2037 NC CORP LIC: C-0782 8 2 0 . 1 6 0 2 . 1 1 ROBESON COUNTY LANDFILL ST. PAULS, NORTH CAROLINA 2016 O P - 1 A S S H O W N MM RWH LB AD 11/1/16 0 ( F E E T ) G R A P H I C S C A L E 2 4 0 1 2 0 6 0 OPERATION PLAN: FILL SEQUENCE PLAN 0 ( F E E T ) G R A P H I C S C A L E 2 4 0 1 2 0 6 0 Y E A R 1 ( 2 0 0 , 0 0 0 C Y ) Y E A R S 2 A N D 3 ( 1 0 0 , 0 0 0 C Y ) NOTE:PROPOSED GRADES REPRESENTINTERMEDIATE WASTE GRADES.