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HomeMy WebLinkAbout19890430 Ver 1_Complete File_19890101a State of North Carolina Department of Natural Resources and Community Development I JUII Ui CfiVi;CHJi1C li li l?lall i ii _,iC 512 North Sali,,bury 5trcct Ralci?;h, North Carolina ?7t)I1 lames G. iAlartin, Go?crno' May 25, 1989 R. Paul Wilms William W. Cobcy, Jr., Secretary Director Mr. Robert L. Cassaday Project Supervisor Larry L. Callahan Surveying Company, Inc. 935 East Mountain Street, Suite 1 Kernersville, North Carolina 27284 Subject: Proposed Fill in Headwaters or Isolated Wetlands Abington Subdivision in Kernersvill.e Forsvtil County Dcar Nr. Cassadav: Upon review of your :request for Water Quality Certification to place fill material in a wetlands area adjacent to a tributary of Belews Creek, we have determined that the proposed fill can be covered by General Water Quality Certification No. 2176 issued November 4, 1987. A copy of the General Certification is attached. This Certification may be used in qualifying for coverage under Corps of Engineers' Nationwide Permit No. 26. If you have any questions, please contact Bill Mills at 919/733-5083. Sincerely, LCD, 1" 12. Paul Wilms Attachment cc: Wilmington District- Corps of Engineers Winston-Salem Regional O lice li,!;,rlr?u PIl'1't'illtoi ('u'p's P.O. Box 27687, Ralciph, North C.uolina 27611-7687 -Iclcphon.c 919-733-7015 An Equal Oppornlnity Affirmative Action Employer r 4 { 7EarrLi ' C. c1la illlun ?Z-11rl1qii11g T10111'PaliL,J, 11r. 935 East Mountain Street, Suite I Kernersville, North Carolina 27284 ?? QY 0 ? i9t?9 UPLIP111Q?? `? May 2, 1989 Mr. Bill Mills N.C. Div. of Environmental Management P.O. Box 27687 Raleigh, N.C. 27611 Dear Mr. MIlls; Enclosed for your review and approval is a copy of the proposed wetlands crossing at the Abington subdivision in Kernersville, N.C.. By using the proposed centerline elevation and taking into account the following slopes: (4111' for paving, 111:1 for a 8' shoulder, and 2:1 side slopes) the area of fill in wetlands from centerline station 34 + 45 to centerline station 38 + 62 (which were the limits determined by Dave Lekson from the Corps of Engineers) is 29,645 square feet. As you will also notice on the enclosed plan is an existing fill area which the grading contractor used for top soil stockpiling. This area of fillis 10,310 square feet. Both of thes areas come to a gross area 39955 square feet which is under the maximum for permit 401. Therefore in conclusion I request that this fill area be included in the general certification for headwater areas. If i can be of any further assistance please do not hesitate to contact me. Sincerely, Robert L. Cassadye Project Supervisor