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HomeMy WebLinkAbout7803_Robeson_MSWLF_EmergencyReqVertExpan_DIN26969_20161103 9731-F Southern Pine Blvd. Charlotte, NC 28273 tel: 704/817-2037 fax: 704/837-2010 www.JoyceEngineering.com November 3, 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: MSW Landfill - Permit Amendment Vertical Expansion Robeson County Landfill Permit No. 7803-MSWLF-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 application for a Permit Amendment for Robeson County MSW Landfill (Phases 2-4) at Robeson County. This application includes modifying the final closure grades for Phases 2-4 of the MSW Landfill. The proposed disposal capacity of the landfill with the vertical expansion is less than the total permitted disposal capacity for the facility. As a result, Robeson County will not be required to seek local government approval for this expansion. Included in this application are drawings illustrating the existing conditions, the vertical expansion and cross sections of the MSW Landfill (EP-01 through EP-03). In addition, the fill sequencing plan of the MSW landfill vertical expansion is shown on OP-01. The grading plan of the vertical expansion was based on the April 2016 aerial survey. The following table outlines the design capacity for the existing MSW Landfill Phases 1- 4 (Brown & Caldwell, 2009). As of the April 18, 2016, the remaining airspace of Phases 2-4 to the intermediate waste grades was determined to be 362,690 cubic yards (cy). Phase 1 is closed. Mr. Larry Frost November 3, 2016 Page 2 of 3 Phase Area (Acres) Gross Capacity (cy) Disposal Capacity (tons) References 1 32.9 1,279,169 767,501 G.N. Richardson & Associates, Inc. (2001) 2* 941,523 564,919 G.N. Richardson & Associates, Inc. (2001) 3* 709,937 425,962 G.N. Richardson & Associates, Inc. (2001) 4 10.9 699,270 461,518 Brown & Caldwell (2009) Total 3,629,899 cy 2,219,900 Tons Total 2,775,257 m3 2,013,859 megagrams *The total footprint of phases 2 and 3 is 33.2 acres. The proposed vertical expansion of Phases 2-4 will add approximately 615,310 cy of waste disposal capacity to the landfill. The additional airspace does not include the remaining airspace of 362,690 cy to intermediate waste grades as of April 2016. If we assumed an average airspace utilization factor of 1,000 lbs/cy, the additional disposal capacity of the landfill is 307,655 tons. As a result, the design capacity of Robeson County MSW Landfill is now 2,527,555 tons or 2,292,959 megagrams. The NSPS rule does not apply to landfills with a design capacity less than 2.5 million megagrams or 2.5 million cubic meters. With the addition of Phases 2-4 vertical expansion, the waste design capacity of Robeson County MSW Landfill is 2.29 million megagrams so the NSPS does not apply. 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. Mr. Larry Frost November 3, 2016 Page 3 of 3 We request that the Solid Waste Section proceed with the review of the application for the permit amendment and vertical expansion. 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-1 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 PHASES 2-4 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 . 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 PHASES 2-4 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 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 4 P H A S E 2 PH A S E 3 1 5 0 1 6 0 1 7 0 1 8 0 1 9 0 2 0 0 2 1 0 150 1 5 0 1 5 0 150 160 170 180 190 200 210 2 1 0 200 190 18 0 1 7 0 1 6 0 150 150 150150 1 5 0 1 5 0 2 1 0 2 0 0 2 0 0 190 180 1 6 0 1 9 0 1 8 0 1 7 0 1 6 0 1 5 0 150 160 170 1 5 0 160 170 180 190 150 1 5 0 150150 150 170 PERMITTED LIMITSOF WASTE (TYP) E X I S T I N G S E D B A S I N E X I S T I N G S E D B A S I N EXISTINGACCESS ROAD0+001+002+003+004+005+006+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+50 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 1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 1 2 + 5 0 AEP-03 B EP-03 A E P - 0 3 B EP-03 5 % 5 % E W A - 2 4 EWA-23EWA-22 EWA-21EXISTI N G G A S W E L L TO BE E X T E N D E D AS NE C E S S A R Y 2 3 0 2 2 0 2 1 0 2 0 0 1 9 0 2 3 0 2 2 0 2 1 0 2 0 0 1 9 0 230210 230 220 210 200 190 180 2 2 0 2 0 0 2 1 0 2 3 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 INTERMEDIATE GRADING PLAN.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 140 150 160 170 180 190 200 210 220 230 240 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 2 3 0 2 4 0 1+002+003+004+005+006+00 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 1 6 + 0 0 1 7 + 0 0 1 8 + 0 0 1 9 + 0 0 2 0 + 0 0 2 1 + 0 0 S E C T I O N B 150 160 170 180 190 200 210 220 230 240 1 5 0 1 6 0 1 7 0 1 8 0 1 9 0 2 0 0 2 1 0 2 2 0 2 3 0 2 4 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 1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 AP R I L 1 8 , 2 0 1 6 S U R V E Y 3:1 I N T E R M E D I A T E C O V E R 3 : 1 I N T E R M E D I A T E C O V E R 3 : 1 3:1 A P R I L 1 8 , 2 0 1 6 S U R V E Y MIN.5 % M I N . 5 % M I N . 5 % M I N . 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\EP-2 INTERMEDIATE GRADING PLAN.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 P H A S E 4 P H A S E 2 P H A S E 3 1 6 0 1 7 0 1 8 0 150 160 170 180 190 200 1 8 0 1 7 0 1 6 0 150 150 150150 1 5 0 1 5 0 180 1 6 0 1 9 0 1 8 0 1 7 0 1 6 0 1 5 0 160 170 180 190 150 1 5 0 150150 150 150 150 170 PERMITTED LIMITSOF WASTE (TYP) E X I S T I N G S E D B A S I N E X I S T I N G A C C E S S R O A D 1 9 0 2 0 0 2 0 0 1 9 0 200 190 180 P H A S E 4 P H A S E 2 P H A S E 3 1 6 0 1 7 0 1 8 0 150 160 170 180 190 200 1 8 0 1 7 0 1 6 0 150 150 150150 1 5 0 1 5 0 180 1 6 0 1 9 0 1 8 0 1 7 0 1 6 0 1 5 0 160 170 180 190 150 1 5 0 150150 150 150 150 170 PERMITTED LIMITSOF WASTE (TYP) E X I S T I N G S E D B A S I N E X I S T I N G A C C E S S R O A D 1 9 0 2 0 0 2 0 0 1 9 0 200 190 180 2 2 0 2 1 0 2 3 0 220 210 230 2 2 0 2 1 0 2 3 0 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 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.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 - 0 1 A S S H O W N MM RWH LB MM 11/1/16OPERATION PLAN: FILL SEQUENCE PLAN Y E A R S 1 - 2 . 5 ( 4 9 0 , 0 0 0 C Y ) Y E A R S 2 . 5 - 5 ( 4 8 8 , 0 0 0 C Y ) 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