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HomeMy WebLinkAbout20070245 Ver 4_More Info Received_20110815SEGO Southern Environmental Group, Inc. 5315 South College Road, Suite E Wilmington, North Carolina 28412 910.452.2711 (office) - 910.452.2899 (fax) Date: 11 August 2011 To: Mr. Ian McMillan Of: NC DWQ 401 Oversight Attached you will find:* ? Proposal ? Sketch(es) ? JD Package ? Report(s) Transmittal Letter SEGi Project #: 10-001.02 Client Name: MARSOC Connector Road DWQ Project * 2007 0245 v4 ? PCN ? Signed Wetland Map ? Photo(s) ? Plans 0 Response to Agency RFAI ? Other Copies Dated Description 2 10 August 2011 Response to DWQ RFAI Dated 8/1/11 for MARSOC Connector Road These are being delivered: ? For your Review/Comment ? Corrected and Returned ? Other: *If noted items are NOT attached, please contact our office. 0 For your Records ? For your Signature ? Returned for Correction(s) ? As Requested By: ? Hand Delivery ? Fed-Ex ? UPS 0 US Mail ? Other Notes: Signature and (Typed) Name: Varqa Lutheran Date. 08/11/11 A joutkern Environmental Group, Inc. 5 315 South College Road, Suite r Wilminggton, North Carolina 2841 2 910.452.2711 Fax: 91 0.452.2899 office@seggi.us www.segi.us 10 August 2011 Hand Delivery Ms. Joanne Steenhuis NC DWQ 401 Unit Wilmington Regional Office 127 Cardinal Drive Extension Wilmington, NC 28405 R1R@20Wq[RY AUG 1 5 2011 yy? MAWATER 8QUALITY RE: Response to the DWQ Request for Additional Information MWERgf ( MARSOC, Stone Bay Connector Road, US Marine Corps Base, Camp Lejeune USACE AID #: 2007 286 037 DWQ Project #: 2007 0245 V Dear Ms. Steenhuis, This letter is in response to your request for additional information, dated 1 August 2011, regarding the proposed relocation of the connector road that will facilitate access into the Stone Bay and the MARSOC, a part of the US Marine Corps Base Camp Lejeune. Below you will find your written request (italicized) followed by SEGi's response: You included the master plan wetland impact map, but no additional drawings showing the path of the road through the project area. Wl, W2 and W3 show the topo of the project corridor and the wetland impacts, but there are no drawings showing the road or bridge over these areas. Please provide additional drawings of the overall road plans from Hwy 210 to the Rifle Range Road and include the locations of the erosion control measures. The Plans should be large enough to be legible. Additional drawings may be provided to show additional detail, if necessary. Please see the attached addendum pages to Supplemental Information, Appendix D. Hand written notes have been incorporated into these sheets for the specific purpose of providing clarification on wetland impacts. 2. The application states that wetlands were avoided by a proposed bridge. No drawing, of the proposed bridge, is included or description as to the construction method you are proposing to implement. Please provide drawing(s) of the proposed bridge, showing the location of the bents and description of the proposed construction method. Per Jake Wessell, Project Engineer with Catlin Engineers & Scientists, the bridge will be built utilizing "top-down" construction methods. Top-down construction entails driving the pilings, for the interior bents, by a crane, which will be sitting a good distance from the wetland line. All other construction will happen from the deck level. Construction equipment will not encroach into the wetlands. Installation of the pilings may require some pre-auguring, which means that a short hole may be augured at each location to facilitate the plumbing of the pile to start driving. With this activity, residual discharge is not anticipated to enter into wetlands. The "top-down" construction method will be used for both the concrete (vehicle) and timber (pedestrian) bridges. Drawings have been attached, which better detail the proposed construction method and location of bents. Note: All bridges will be elevated at least 3 feet above the substrate, in any area where the structures cross waters of the United States. 3. The profile drawings show a proposed boardwalk over wetlands, please provide profiles to show the location of the pilings and how the pilings will be installed (will concrete be used?). See attached addendum pages to the Supplemental Information, Appendix D. It is our sincere hope that the information found within and attached to this correspondence will satisfy your request for additional information. However, if you have further questions or concerns, please feel free to contact me at 910.452.2711. As always, thank you for you time and assistance with this project. Sincer ly, Dana A. Lutheran SEGi Project Manager Enclosure (1) Cc: Mr. Richard Spenser - USACE Wilmington Regulatory Field Office Mr. Carl Baker, Public Works Division - US Marine Corps Base Camp Lejeune Mr. Martin Korenek, Wildlife Resources Division - US Marine Corps Base Camp Lejeune Ms. Denise Fruend - WK Dickson Mr. Jake Wessell - Catlin USA Mr. Galen Jamisen - Catlin USA Mr. Ian McMillan - DWQ 401 Oversight, Raleigh (2 copies) 011A * oot4soa4s - ? Y C1VOd W103NN00 JIBS 3NO1S S88Zkkd d 1 s vm '3"rm dwta 360 sww 3w + 'N rw?Ynr" ? ? u fill, ? ? ? YrYnaiY?o YlYf1GY1 Jt1NV'Lly OIW ?"Yw 40W 1 c ?C, t ? \ \ ` ?t i ?` 5 ,n go ? ?' r r I \\ D? \ Z 15 1r "g - 4R -Z _ td ?i ' / I 'g a 10? o. t W 1. .41 M11 11 y t r f 14 go, -4 -4 YE .IyO? ? 1. 1 N ?' " • ' ` J11 I ? • ? 01 IC h 1?1 g f ,? + Y" u p ?/ g i _W TAI 1 r / Cc' N 3?cF \ I? ?• ?? ?\ l ,?1 _ 8 X :.. 49 f / \ in " d y,_ - is " R " d ? ?. • ? ? ,t SF, IRV 112 4F ? 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