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HomeMy WebLinkAbout20081218 Ver 1_Staff Comments_2008091708-1218 Tate Boulevard Access for New Reseach Park Subject: 08-1218 Tate Boulevard Access for New Reseach Park From: Annette Lucas <Annette. Lucas@NCMail. net> Date: Wed, 17 Sep 2008 14:30:26 -0400 To: Alan Johnson <Alan.Johnson@ncmail.net> Alan, BIMS said this hasn't been issued yet - so here are my comments regarding stormwater. Please let me know if you have questions. Annette 08-1218 Tate Boulevard Access for New Research Park.doc Content-Type: application/msword Content-Encoding: base64 1 of 1 9/17/2008 2:30 PM 08-1218 Tate Boulevard Access for New Research Park Subject: 08-1218 Tate Boulevard Access for New Research Park From: Annette Lucas <Annette. Lucas@NCMail. net> Date: Mon, 08 Sep 2008 14:08:29 -0400 To: Ian McMillan <Ian.McMillan@ncmail.net> CC: Annette Lucas <Annette. Lucas@NCMail. net> UI, Hold bullets attached. Z application/msword 08-1218 Tate Boulevard Access for New Research Park.doc Content-Type: Content-Encoding: base64 1 of 1 9/8/2008 2:08 PM 08-1218 Tate Boulevard Access for New Research Park AML Comments September 8, 2008 DWQ considers the first phase of this project, construction of the access road, to be high density. Per the requirements of GC 3705, this phase must comply with Stormwater Management Plan (SMP) Requirements for Applicants Other Than the North Carolina Department of Transportation, available at: htip://h2o.enr.state.nc.us/ncwetlands/documents/SMPReguirementsforApplicants othcrthanNCDOT.pdf. Please include an SMP that removes a minimum of 85 percent TSS from the stormwater generated by this project. For each proposed BMP, please provide a completed BMP Supplement Form, with all the required items. The BMP Supplement Forms are available at the following web site: ham://h2o.enr.state.nc.us/su/bmp fornis.htm. 2. For the remainder of the project, please provide a conceptual stormwater management plan for the project that includes the following: a. A depiction of the drainage areas on the site. b. An estimation of the percentage imperviousness associated with each of the drainage areas. c. A calculation of the water quality volume associated with each drainage area. d. A depiction of a proposed BMP (state the type of BMP you plan to use) on the site plan that is correctly sized based on the water quality volume.