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HomeMy WebLinkAbout7002_PasquotankCDLF_20161101_PTCApplication_DIN27194 APPROVED DIVISION OF WASTE MANAGEMENT SOLID WASTE SECTION Date 12/29/2016 By DIN 27194 Attachment 1 Part II Document 16 Permit 7002-CDLF-1996 Permit DIN 27195 C&D Landfill Operator (Private Contractor): Stevenson Sand, Inc. R & D Excavating, Inc. 1924 Peartree Road Elizabeth City, NC 27909 Contact: Eddie Stevenson Telephone: (252) 338-3004 Cell Phone: (252) 339-3975 Engineer: McDowell & Associates, P. A. P. O. Box 391 1899 Weeksville Road Elizabeth City, NC 27909 Telephone: (252) 338-4161 Fax: (252) 335-9585 Contact: William P. McDowell III, P.E. patmcdow@aol.com North Carolina Department of Environment and Natural Resources: Division of Waste Management Central Office 217 W. Jones St. , Raleigh, NC 27603 Telephone: (919) 707-8200 Permitting Branch Head: Ed Mussler, III, P.E. Ed.mussler@ncdenr.gov Review Engineers: Patricia Backus, Environmental Engineer pat.backus@ncdenr.gov Telephone: 919-707-8257 Regional Representative John College, Environmental Senior Specialist john.college@ncdenr.gov Washington Regional Office Telephone: (252) 946-6481 Cell: (919) 268-1524 North Carolina Department of Environment and Natural Resources Division of Land Resources (Erosion Control) Washington Regional Office 943 Washington Square Mall Washington, NC 27889 Telephone: (252) 946-6481 Contact: Robert James Belvin, P.E. ______________________________________________________________________________ Pasquotank County C&D Landfill Operation Plan August 11, 2016-2- Pasquotank County C&D Landfill Permit No. 70-02 November 1, 2016 These comments relate to the attached information on the Closure Plan, the Post Closure Plan, the Corrective Action Plan, and the Financial Assurance Plan from Pasquotank County. This data was approved for the February 4, 2014 permit amendment modification # 1-PTO. We estimate that there has been no significant change in construction assumptions or time to warrant updating these numbers. These numbers will be updated with the next amendment to expand the site which we estimate will be in approximately 18 months. The current Engineer’s estimate for Cost of Closure is $1,228,014.85, Post Closure is $529,842.60, and the Corrective Action Plan is $2,034,490.00 for a total of $3,792,347.45. C: \ U s e r s \ d o n - 2 0 1 2 \ D e s k t o p \ 2 0 1 6 T i t l e S h f o r P e r m i t A m e n d # 6 \ 2 0 1 6 T i t l e S h e e t . d w g , S h 1 T i t l e S h e e t , 8 / 1 1 / 2 0 1 6 9 : 3 0 : 1 3 A M , 1 : 2 0 0 C: \ U s e r s \ d o n - 2 0 1 2 \ D e s k t o p \ 2 0 1 6 T i t l e S h f o r P e r m i t A m e n d # 6 \ 2 0 1 6 T i t l e S h e e t . d w g , S h 2 F a c i l i t y P l a n , 1 1 / 1 / 2 0 1 6 3 : 0 6 : 5 0 P M , 1 : 2 0 0 C: \ U s e r s \ d o n - 2 0 1 2 \ D e s k t o p \ 2 0 1 6 T i t l e S h f o r P e r m i t A m e n d # 6 \ 2 0 1 6 T i t l e S h e e t . d w g , S h 2 F a c i l i t y P l a n w I m a g e , 8 / 1 1 / 2 0 1 6 9 : 3 3 : 1 4 A M , 1 : 2 0 0 C: \ U s e r s \ d o n - 2 0 1 2 \ D e s k t o p \ 2 0 1 6 T i t l e S h f o r P e r m i t A m e n d # 6 \ 2 0 1 6 T i t l e S h e e t . d w g , S h 3 L a n d f i l l M o n i t , 8 / 1 1 / 2 0 1 6 9 : 3 4 : 5 5 A M , 1 : 2 0 0 C: \ U s e r s \ d o n - 2 0 1 2 \ D e s k t o p \ 2 0 1 6 L a n d f i l l S i t e P l a n D w g \ 2 0 1 6 S i t e P l a n ( n e w S e r R d ) . d w g , S h 4 E x i s t C o n d i t i o n s , 8 / 1 1 / 2 0 1 6 9 : 4 1 : 5 9 A M , 1 : 1 0 0 . 0 2 2 C: \ U s e r s \ d o n - 2 0 1 2 \ D e s k t o p \ 2 0 1 6 L a n d f i l l S i t e P l a n D w g \ 2 0 1 6 S i t e P l a n ( n e w S e r R d ) . d w g , S h 5 X s e c t i o n , 8 / 1 1 / 2 0 1 6 9 : 4 2 : 5 9 A M , 1 : 1 0 0 . 0 2 2 C: \ U s e r s \ d o n - 2 0 1 2 \ D e s k t o p \ 2 0 1 6 L a n d f i l l S i t e P l a n D w g \ 2 0 1 6 S i t e P l a n ( n e w S e r R d ) . d w g , S h 6 C l o s u r e P l a n 1 0 0 ' , 8 / 1 1 / 2 0 1 6 9 : 4 4 : 0 1 A M , 1 : 1 0 0 . 0 2 2 C: \ U s e r s \ d o n - 2 0 1 2 \ D e s k t o p \ 2 0 1 6 L a n d f i l l S i t e P l a n D w g \ 2 0 1 6 S i t e P l a n ( n e w S e r R d ) . d w g , S h 7 D e t a i l S h , 8 / 1 1 / 2 0 1 6 9 : 4 4 : 4 4 A M , 1 : 1 0 0 . 0 2 2 200'400'600' Graphic Scale 0'200'400'600' Graphic Scale 0' 200'400'600' Graphic Scale 0'200'400'600' Graphic Scale 0' E: \ D r a w i n g s \ P a s q u o C o P r o j e c t s \ C & D L a n d f i l l \ 2 0 1 6 P a s q C & D L F D w g s & I n f o \ 2 0 1 6 P h a s i n g P l a n \ 2 0 1 6 P h a s i n g P l a n \ 2 0 1 6 M o d e l R e s o l . d w g , P g 1 F u t u r e P h a s e s , 8 / 1 1 / 2 0 1 6 9 : 4 9 : 3 7 A M , 1 : 1 0 0 . 0 2 2