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HomeMy WebLinkAbout20120894 Ver 3_Application_2014041020120894x,3 ❑ Hobbs Upchurch Associates engineering i planning I surveying April 8, 2014 NCDENR — Water Quality Permitting — 401 & Buffer Permitting Unit ATTN Ms Chern Smith Archdale Building 512 N Salisbury St , 9�h Floor Raleigh, NC 27604 RE: Buckhorn — Mebane Economic Development District — Phase 2 — Improvements — Orange County, NC DWQ Project #: 12 -0894 HUA Project #: OC1001 Dear Ms Smith D F APR 1 0 2014 NWR - WA AUTY Jvft �SXlrvvet dr®nch I and newer For this proposed project, Orange County applied for and received a 401 Water Quality Certification and Authorization Certificate (DWQ Project # 12 -0894 v2) dated February 1, 2013, as well as 404 Clean Water Act General Permit from the U S Army Corps of Engineers (Action IN SAW- 2012 - 01665) dated February 25, 2013 This 401 permit from your agency was to install three (3) different directional bores under sections of stream adjacent to 1 -40 / 1 -85 in this project The current water line portion of the entire project crosses the same stream or its branches a total of three (3) different times The design and original permit submitted, as required, were completed months prior to construction, bidding and actual award The original request for these directional bores was designed to minimize damage in the area of the crossings The thought was that the bore would go below the bedrock and then rise back up to go under 1 -40 /1-85 In conjunction with this water line, the County also bid two (2) sanitary sewer lines and two (2) more sections of water line The contractor has been on the fob for nearly a year installing portions of the sanitary sewer and other sections of water lines During construction on the water line leading up toward the directional bores, test sample pits were excavated at each of the three (3) designated directional bore areas The Contractor encountered much less solid rock / bedrock than was anticipated during the design phase At all test pits, the contractor found "diggable rock not bedrock as anticipated" The anticipated solid rock / bedrock had been the reasoning behind the design of directional bores for those three (3) locations Due to the lack of bedrock, In Winter 2013, Hobbs, Upchurch & Associates, P A (HUA) determined it would request a permit modification to the requested approval of these three (3) sections of bore - and -hack Installation instead of these directional bores This change will not change the disturbed areas of the creeks or buffers more than the directional bores and will provide a much better product for the county in utilizing this water main for the current and future use Following the inspection of the crossings and surrounding areas, we now are requesting permission to modify the current permit from three (3) directional bores and Instead to install the individual bore -and- jack steel encasements, to facilitate the water main Improvements The use of bore - and -hack instead of directional bore technology will result in a reduction in land / stream disturbance for these three (3) crossings The modifications can be identified on the attached Sheets W -2.5, 2.6 and 2.7. They also are detailed in the following table T 910 692 5616 1 F 910 692 7342 1 135 W CONNECTICUT AVE I SOUTHERN PINES, NC 28387 1 WWW HOBBSUPCHURCH COM SUPERIOR PERFORMANCE THROUGH INNOVATIVE DESIGN Orange County — Buckhorn Mebane EDD WQP — Ms Smith 04 -08 -14 Page 2 of 2 Crossing Number Bore - and -Jack Stream 1 Start Sta 58 +35, End 58 +95 58 +35 2 Start Sta 60 +05, End 60 +65 60 +35 3 Start Sta 67 +60, End 68 +20 67 +90 Start Sta 79 +55, End 80 +15 79 +85 HUA proposes utilizing a 60 -foot bore centered on each section of the stream Thank you for your input in various discussions and we look forward to your response If you should have any questions or require additional information, please feel free to contact me at (910) 692 -5616 or on my cell phone at (336) 257 -0274 Sincerely, HOBBS, PCHURCH & ASSOCIATES, P.A. David ownsend III, P Project Manager CC Ms Karen Higgins, Supervisor, NCDENR — DWR — WQP - 401 & Buffer Permitting Mr David L Schaeffer, USACE — Raleigh Regulatory Field Office �T �[I. � r ��,� . Ld ' I