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HomeMy WebLinkAbout7607-GreatoakMSWLF_LeachatetankFacDrawing_DIN26625_20160729 SCS Engineers, P.C. Environmental Consultants 2520 Whitehall Park Drive 704 504-3107 and Contractors Suite 450 FAX 704 504-3174 Charlotte, NC 28273-3557 www.scsengineers.com Offices Nationwide File No. 02215305.03 July 29, 2016 Mr. John Murray, P. E. Regional Engineer Division of Waste Management / Solid Waste Section North Carolina Department of Environmental Quality 400 Commerce Ave Morehead City, North Carolina 28557 john.murray@ncdenr.gov Subject: Leachate Storage Facility for the Great Oak Landfill Randolph County Solid Waste Permit Number: 7607-MSWLF-2015 Dear Mr. Murray: On behalf of Waste Management of Carolinas, Inc., SCS Engineers, PC is submitting the attached drawing package to construct a new Leachate Storage Facility at the Great Oak Landfill. This drawing package is being submitted to elaborate on the previous North Carolina Department of Environmental Quality (NC DEQ) approved leachate management system submitted as part of the landfill permit application completed by S&ME. Leachate from the new storage facility will be conveyed and treated by the City of Asheboro. The expected average flow from the storage facility is 50 gallons per minute (gpm) with a peak of 80 gpm. A general description of the proposed project consists of constructing a 250,000 gallon aboveground leachate storage tank and concrete secondary containment with the possibility to install an additional 250,000 gallon tank in the future. The necessary piping, valves and controls are included in the project. If you require additional information or have questions about the project, please contact Albert Glenn at (704) 504-3107 or Terry Darragh with Waste Management at (803) 744 3349. Sincerely, Albert D. Glenn, P.E. Project Manager SCS ENGINEERS, PC Mr. John Murray, P. E. Page 2 adg/TAS cc: Terry Darragh, WM John Workman, WM Enclosure: Leachate Storage Facility Drawing Package M:\PROJECT FILES\02215305.03 - Great Oak LF Leachate Tank\Correspondence\NCDEQ letter 07-29-2016.doc CONSTRUCTION DRAWINGS SCS ENGINEERS, PC GREAT OAK LANDFILL 2520 WHITEHALL PARK DRIVE, SUITE 450 CHARLOTTE, NORTH CAROLINA 28273 (704) 504-3107 NC ENGINEERING CORP. LICENSE # C-1837 JOB NO. 02215305.03 JULY 2016 LEACHATE STORAGE FACILITY WASTE MANAGEMENT OF CAROLINAS, INC. SC S E N G I N E E R S , P C 25 2 0 W H I T E H A L L P A R K D R I V E , S U I T E 4 5 0 CH A R L O T T E , N O R T H C A R O L I N A 2 8 2 7 3 PH O N E : ( 7 0 4 ) 5 0 4 - 3 1 0 7 F A X : ( 7 0 4 ) 5 0 4 - 3 1 7 4 10 TI T L E S H E E T 1 LE A C H A T E S T O R A G E F A C I L I T Y WA S T E M A N A G E M E N T O F C A R O L I N A S , I N C . GR E A T O A K L A N D F I L L ISSUED FOR PERMITTING DO NOT USE FOR CONSTRUCTION DATE: 07/29/16 SC S E N G I N E E R S , P C 25 2 0 W H I T E H A L L P A R K D R I V E , S U I T E 4 5 0 CH A R L O T T E , N O R T H C A R O L I N A 2 8 2 7 3 PH O N E : ( 7 0 4 ) 5 0 4 - 3 1 0 7 F A X : ( 7 0 4 ) 5 0 4 - 3 1 7 4 10 NO T E S A N D S P E C I F I C A T I O N S 2 LE A C H A T E S T O R A G E F A C I L I T Y WA S T E M A N A G E M E N T O F C A R O L I N A S , I N C . GR E A T O A K L A N D F I L L ISSUED FOR PERMITTING DO NOT USE FOR CONSTRUCTION DATE: 07/29/16 SUMMARY OF WORKSPECIFICATIONS SC S E N G I N E E R S , P C 25 2 0 W H I T E H A L L P A R K D R I V E , S U I T E 4 5 0 CH A R L O T T E , N O R T H C A R O L I N A 2 8 2 7 3 PH O N E : ( 7 0 4 ) 5 0 4 - 3 1 0 7 F A X : ( 7 0 4 ) 5 0 4 - 3 1 7 4 10 SI T E P L A N 3 LE A C H A T E S T O R A G E F A C I L I T Y WA S T E M A N A G E M E N T O F C A R O L I N A S , I N C . GR E A T O A K L A N D F I L L ISSUED FOR PERMITTING DO NOT USE FOR CONSTRUCTION DATE: 07/29/16 60'-0" INSIDE 121'-0" INSIDE MATERIAL LIST DESCRIPTION EST. QUANTITY SPECIFICATION 30'-0" INSIDE 34'-5 1/2"34'-5 1/2"52'-1" 30'-0" INSIDE B B' A'A ISSUED FOR PERMITTING DO NOT USE FOR CONSTRUCTION DATE: 07/29/16 SC S E N G I N E E R S , P C 25 2 0 W H I T E H A L L P A R K D R I V E , S U I T E 4 5 0 CH A R L O T T E , N O R T H C A R O L I N A 2 8 2 7 3 PH O N E : ( 7 0 4 ) 5 0 4 - 3 1 0 7 F A X : ( 7 0 4 ) 5 0 4 - 3 1 7 4 10 TA N K C O N F I G U R A T I O N P L A N 4 LE A C H A T E S T O R A G E F A C I L I T Y WA S T E M A N A G E M E N T O F C A R O L I N A S , I N C . GR E A T O A K L A N D F I L L 60'-0" INSIDE 121'-0" INSIDE B B' A TANK DISCHARGE INLET DETAIL TANK OVERFLOW WEIR CONE DETAIL 2 1 A' ISSUED FOR PERMITTING DO NOT USE FOR CONSTRUCTION DATE: 07/29/16 SC S E N G I N E E R S , P C 25 2 0 W H I T E H A L L P A R K D R I V E , S U I T E 4 5 0 CH A R L O T T E , N O R T H C A R O L I N A 2 8 2 7 3 PH O N E : ( 7 0 4 ) 5 0 4 - 3 1 0 7 F A X : ( 7 0 4 ) 5 0 4 - 3 1 7 4 10 PI P I N G P L A N 5 LE A C H A T E S T O R A G E F A C I L I T Y WA S T E M A N A G E M E N T O F C A R O L I N A S , I N C . GR E A T O A K L A N D F I L L 32 ' - 4 1 16 " 121' 38'-11 1 16" 6' ROOF VENT ASSEMBLY DETAIL CENTER DOME - ASSEMBLED 38'-11 1 16" 31 ' - 4 1 16 " ELEVATION VIEW SECTION A-A' TANK DISCHARGE DETAIL 1 3' M I N . 2 PIPE SUPPORT DETAIL SC S E N G I N E E R S , P C 25 2 0 W H I T E H A L L P A R K D R I V E , S U I T E 4 5 0 CH A R L O T T E , N O R T H C A R O L I N A 2 8 2 7 3 PH O N E : ( 7 0 4 ) 5 0 4 - 3 1 0 7 F A X : ( 7 0 4 ) 5 0 4 - 3 1 7 4 106 EL E V A T I O N V I E W SE C T I O N A - A ' LE A C H A T E S T O R A G E F A C I L I T Y WA S T E M A N A G E M E N T O F C A R O L I N A S , I N C . GR E A T O A K L A N D F I L L ISSUED FOR PERMITTING DO NOT USE FOR CONSTRUCTION DATE: 07/29/16 32 ' - 4 1 16 " 60' 38'-11 1 16" 6'6' ELEVATION VIEW SECTION B-B' 1 3' M I N . ISSUED FOR PERMITTING DO NOT USE FOR CONSTRUCTION DATE: 07/29/16 SC S E N G I N E E R S , P C 25 2 0 W H I T E H A L L P A R K D R I V E , S U I T E 4 5 0 CH A R L O T T E , N O R T H C A R O L I N A 2 8 2 7 3 PH O N E : ( 7 0 4 ) 5 0 4 - 3 1 0 7 F A X : ( 7 0 4 ) 5 0 4 - 3 1 7 4 107 EL E V A T I O N V I E W SE C T I O N B - B ' LE A C H A T E S T O R A G E F A C I L I T Y WA S T E M A N A G E M E N T O F C A R O L I N A S , I N C . GR E A T O A K L A N D F I L L x x x SC S E N G I N E E R S , P C 25 2 0 W H I T E H A L L P A R K D R I V E , S U I T E 4 5 0 CH A R L O T T E , N O R T H C A R O L I N A 2 8 2 7 3 PH O N E : ( 7 0 4 ) 5 0 4 - 3 1 0 7 F A X : ( 7 0 4 ) 5 0 4 - 3 1 7 4 108 PR O C E S S A N D I N S T R U M E N T A T I O N DI A G R A M ( P & I D ) LE A C H A T E S T O R A G E F A C I L I T Y WA S T E M A N A G E M E N T O F C A R O L I N A S , I N C . GR E A T O A K L A N D F I L L ISSUED FOR PERMITTING DO NOT USE FOR CONSTRUCTION DATE: 07/29/16 SC S E N G I N E E R S , P C 25 2 0 W H I T E H A L L P A R K D R I V E , S U I T E 4 5 0 CH A R L O T T E , N O R T H C A R O L I N A 2 8 2 7 3 PH O N E : ( 7 0 4 ) 5 0 4 - 3 1 0 7 F A X : ( 7 0 4 ) 5 0 4 - 3 1 7 4 10 EL E C T R I C A L S I T E P L A N 9 LE A C H A T E S T O R A G E F A C I L I T Y WA S T E M A N A G E M E N T O F C A R O L I N A S , I N C . GR E A T O A K L A N D F I L L ISSUED FOR PERMITTING DO NOT USE FOR CONSTRUCTION DATE: 07/29/16 TANK FOUNDATION DETAIL SECONDARY CONTAINMENT DETAIL PIPE HEAT TRACING DETAIL ƒ ƒ ƒ ƒ ƒ ƒ ƒ G A D F CI E 2" NOZZLE 4" NOZZLE 6" NOZZLE APPURTENANCES ITEM SIZE DESCRIPTION ORIENTATION CENTER ELEVATION A 24"MANWAY ƒ2'-6 1 4" B 4"NOZZLE ƒ31'-6 1/16" C 2"NOZZLE ƒ31'-6 1/16" D EXTERIOR LADDER ƒ E 24"ROOF SQUARE ACCESS HATCH ƒ F 4"NOZZLE ƒ1'-6" G 8"NOZZLE ƒ30'-0 11/16" H 2"NOZZLE ƒ1'-0" I 20"MUSHROOM VENT CENTER TANK PLAN ƒH B 8" NOZZLE DUAL-CONTAINMENT PIPE TRENCH DETAIL ISSUED FOR PERMITTING DO NOT USE FOR CONSTRUCTION DATE: 07/29/16 SC S E N G I N E E R S , P C 25 2 0 W H I T E H A L L P A R K D R I V E , S U I T E 4 5 0 CH A R L O T T E , N O R T H C A R O L I N A 2 8 2 7 3 PH O N E : ( 7 0 4 ) 5 0 4 - 3 1 0 7 F A X : ( 7 0 4 ) 5 0 4 - 3 1 7 4 10 DE T A I L S 10 LE A C H A T E S T O R A G E F A C I L I T Y WA S T E M A N A G E M E N T O F C A R O L I N A S , I N C . 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