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Home My WebLink About5003T_ROSCANS_2004_ FACILITY COMPLIANCE AUDIT REPORT NCDENR Division of Waste Management Solid Waste Section NORTH CAROLINA DEPARTMENT OF ENVIRONMENT ANo NATURAL RESOURCES Date of Audit: 4/4/04 FACILITY NAME AND ADDRESS: Jackson County Solid Waste Transfer Facility Mineral Springs Road Sylva, NC 28779 FACILITY CONTACT NAME AND PHONE NUNIBER: Chad Parker, Jackson County Solid Waste Director Telephone: 82 8-5 86-7577 FACILITY CONTACT ADDRESS (IF DIFFERENT): Chad Parker, Director Jackson County Solid Waste Department c/o Jackson County Justice Center 401 Grindstaff Cove Road Sylva, NC 28779 AUDIT PARTICIPANTS: Jim Patterson, NCDENR, Solid Waste Section Chad Parker, Jackson County Solid Waste Department STATUS OF PERMIT: Active — Permit modification dated June 24, 2003. Date of Last Audit: I/l1/06 PURPOSE OF AUDIT: Inspection of Solid Waste Transfer Facility, Scrap Tire Collection Site, and Yard Waste Treatment and Processing Facility. None You are hereby advised that, pursuant to N.C.G.S. 130A-22, an administrative penalty of up to $5,000 per day may be assessed for each violation of the Solid Waste Statute or Regulations. If the violation(s) noted here continue, you may be subject to enforcement actions including penalties, injunction from operation of a solid waste management facility or a solid waste collection service and any such further relief as may be necessary to achieve compliance with the North Carolina Solid Waste Management Act and Rules. STATUS OF PAST NOTED VIOLATIONS (List all noted last audio: N/A FACILITY COMPLIANCE AUDIT P ORT Division of Waste Management Solid Waste Section Page 2 of 2 AREAS OF CONCERN AND COMMENTS: (1) The damaged metal on the side of the building still needs repairing or replacing. (2) Recording looks really good. (3) New tipping floor seems to be holding up well. Please contact me if you have any questions or concerns regarding this audit report. C) Auniz t�� 64� Phone: 828-296-4500 Regional Representative/YVMS Mailed on: 13 Apri12006 by hand delivery X US Mail Certified No. I_] Distribution: original signed copy to facility — signed copy to compliance officer — email or copy to supervisor CC: Mark Poindexter, Solid Waste Section, Branch Head Brent Rockett, Solid Waste Section, Western Regional Supervisor VA A�mwa ry 1,O NCDENR NORTH CAROUNA DEPARTMENT OF ENVIRONMENT Mo NATURAL RESOURCES FACILITY COMPLIANCE AUDIT REPORT Division of Waste Management Solid Waste Section UNIT TYPE: '(check all that apply to this audit with same Permit number) Lined LCID YW Transfer X Compost SLAS COUNTY: JACKSON MSWLF Temporary PERMIT NO.: T@I11Ora Closed HHW White Incin T&P FIRM MSWLF goods FILE TYPE: COMPLIANCE CDLF TireT&P! Tire Industriat DEMO SDTF Collection Monofill Landfill Date of Audit: 11/10.04 Date of Last Audit: N/A FACILITY NAME AND ADDRESS: Jackson County Temporary Construction Demolition Transfer Facility Mineral Springs Road Sylva, NC 28779 FACILITY CONTACT NAME AND PHONE NUMBER: Chad Parker, Jackson County Solid Waste Director Telephone: 828-5 86-7577 FACILITY CONTACT ADDRESS (IF DIFFERENT): Chad Parker, Director Jackson County Solid Waste Department c/o Jackson County Justice Center 401 Grindstaff Cove Road Sylva, NC 28779 AUDIT PARTICIPANTS: Jim Patterson, NCDENR, Solid Waste Section Chad Parker, Jackson County Solid Waste Director STATUS OF PERNIIT: Active — Temporary approval issued by Tim Jewett, November 5, 2004 PURPOSE OF AUDIT: Inspection of temporary C&D Transfer Facility. None You are hereby advised that, pursuant to N.C.G.S. 130A-22, an administrative penalty of up to $5,000 per day may be assessed for each violation of the Solid Waste Statute or Regulations. If the violation(s) noted here continue, you may be subject to enforcement actions including penalties, injunction from operation of a solid waste management facility or a solid waste collection service and any such further relief as may be necessary to achieve compliance with the North Carolina Solid Waste Management Act and Rules. STATUS OF PAST NOTED VIOLATIONS (List all noted last audit): N/A FACILITY COMPLIANCE AUDIT Rr 'ORT Division of Waste Management Solid Waste Section Page 2 of 2 OTHER COMMENTS /SUGGESTIONS: (1) The approval for the temporary transfer facility issued prior to the operation of the permanent transfer facility has been re -issued. The tipping floor is undergoing repairs and one half of the floor is being utilized for tipping municipal solid waste while C&D waste is being placed at the temporary area. (2) Make sure that all waste is removed from the C&D pad each day. (3) Re -instate waste screening at the temporary C&D area. Please contact me if you have any questions or concerns regarding this audit report. Phone: 828-296-4500 Regional Representative/WMS Mailed on : 16 November 2004 by hand delivery X US Mail Certified No. Lj Distribution: original siened cony to facility — siened copy to compliance officer — email or cony to supervisor CC: Mark Poindexter, DENR, Solid Waste Section Brent Rockett, DENR, Solid Waste Section 100 1 Engineering, P.A. F"i Date; 1 1' Total nuff&r of E■.r, c ! ■ this page): • %eel A r Ar:K.}ualnz:iu �..}.S.VNraS,r :k? ,,f.YKpx ev •;;¢z >r. y;; o:s • g Remarks: 3.;•; URGENT C For Your Review r,Per Your Request F Please Comment r° Respond ASAP RE: Jackson County Transfer Station Slab Repairs (KEPA ilir 30041260) RICK: I have attached the revised scope of slab repairs. The new version involves removing approximately 90% of the existing upper slab, and replacing it with a 12" thick slab for the first 12 feet from the retaining wall and a 6" slab for the remainder of the area. The existing steel `funnel' will be removed and replaced with a similar version. Same as before, the work must be done in two concrete placements to allow for continuous operation of the facility. A temporary concrete barrier must be placed between the construction area and the operational area. In our site meeting last Thursday, Chad felt that he could arrange to get temporary traffic barriers from the DOT, please coordinate that with him. The barrier must also restrict the flow of water from the operational side to the construction side. Talk with Gary Buchanan about some of the ideas that we discussed at the meeting. If there are any questions, let me know. 351 I &irinion Avenue, Suite 200, • Asheville, INIC 28801 ■ 828-255-0780 9 Fax 828-253-8205 nuu nuu nuu unu nur uuu nuu mu; uuu mm nnu mui lum i C 5AWGUT AND REMOVE EXISTING SLAB ALONG SKI THIS LINIF NEW 6" THICK CONCRETE 5LAI3 ON GRADE REINF..O lul W/ 6 X 6 W4.0 X W4f. ON VAPOR BARMIER LN 4" THICK LAYER OF "51 WASWED STONIE TOP OF SLAB � REF. EL.- 0-0" m ByAtAlkil imvU POUR'? IKLOESEL Enga_neering, PA Jar C� COUNTY Dole �r�tz-� sheet No. tic. gY 991 lierrlmoe CmSuite 200 Asheville, North Carolol ina 2880I (828)-255-0780 KE# CK TRANSF y� STATION Anritcr%n Onimly Ne%rlh 1'nrnlinn KC d � Ems► Ro4ew d BY: SmSK 3 II I Jackson County Transfer Station Slab Repair CONCRETE 1. Concrete for the project shall be designed for the following properties: 9 The design intent is to produce a durable concrete with low shrinkage characteristics. Maximum 28 Day Shrinkage Test Results of 0.03% in accordance with the Modified ASTM C157 • Minimum 28 Day Compressive Strength (f c) = 4000psi • Cement type: 1 e Flyash: 15%-25% flyash by weight of cement + Maximum Water / Cernentitious Material Ratio (W/CTVP: 0.40 • Nominal Size of Coarse Aggregate: 1", non-nal weight • Admixtures: high range water reducing admixture (super -plasticizer) ! Slump: 2"-4" (prior to adding super -plasticizer) 5"-7" (after adding super - plasticizer) + Surface Fizush: Hard Trowel • Curing Method and Time: wet cure for 14 days 2. No sawcut joints are required, 3. Allow the concrete of Pour #1 to cure for a mit imutn of 21 days prior to putting it into service. VAPOR BARRIER 1. The vapor barrier beneath the slab on grade shall be Moistop, manufactured by Fortifiber Corporation. 2. place: vapor barrier sheeting in position with longest dimension parallel with direction of pour_ Lap joints 6 inches and seal with manufacturer's recommended mastic or pressure -sensitive tape. SK.-4 I :s- S ELOESEL Engineering, PA 361 Verriffmon AVtnue Suits 20(? Asheville, Borth Carolina 28801 LL (828)-255-0780 KE# JACKSON COUNTY TRANNSFER S"TATION Jackson Cbunty, North Corofirio LMM 10-12-04 s4wR No, Drow. By. Kc Dmqnad By. ., SmSKmo" EX ftwiaw" Gr. EX Q 1� SheaR Na Engineering, a ram►�A PA � S COUNTY ,�®, 351 Merrlmon Avenue Suite 200 Asheville, North Carotin 28801 (820)-255—M KE# - _ - TRANSFER STATION doGkson County, North Corolino ao,rn By: ar Ex Revi "id or. EX S-SKm7