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HomeMy WebLinkAbout20160636 Ver 1_More Info Received_20160708Strickland, Bev From: Jessica.Pope@wakegov.com Sent: Friday, July 08, 2016 3:03 PM To: Smith, Cherri L Subject: Re: Pimpong Streambank Stabilization Project Hi Cherri, Thank you for putting that on hold! As of right now, the major plan change is that we are going to use a bankfull bench model instead of a straight 3:1 or 2:1 slope. I have attached cross sections showing the current conditions and profile along with the bankfull bench model we will be using. It will all still be matted, seeded, and vegetated as in the plan. Please let me know if you need anything else and thank you for your time. Sincerely, Jessica Pope District Operations Specialist Wake Soil and Water Conservation District 919-250-1053 From: "Smith, Cherri L" <cherri.smith@ncdenr.gov> To: "Jessica.Pope @wakeg ov.com" <Jessica.Pope@wakegov.com> Date: 07/07/2016 02:49 PM Subject: Pimpong Streambank Stabilization Project Hi Jessica, I understand that new plan sheets for the subject project are going to be submitted. I just wanted to let you know that I've put the project on hold to allow time for submission of those plans. Cherri Cherri Smith NCDEQ Division of Water Resources Raleigh Regional Office 1628 Mail Service Center Raleigh, NC 27699-1628 ph. 919-791-4251 El E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties E-mail correspondence to and from this address is subject to the North Carolina Public Records Act and may be disclosed to third parties unless made confidential under applicable law. 100 95 92 J `J 100 99 M -15 -10 -5 0 5 10 15 20 25 100 95 .o 17.90 B 1 1+ N U 1 .11 —25 —20 —15 —10 —5 0 5 10 15 105 100 mg all 100 95 92 16.98 1 +35.47 1.50 361 -20 -15 -10 -5 0 5 10 100 95 92 102 101 100 t. 0 98 +1 m a W 97 m 95 94 0 5 10 15 20 25 30 35 Station (ft) 100 E isting Stre m Bank Cross Section 3 (Looking Downstream) 99.5 0, 99.34 5.3, 99. , 99.29 31.2, 99.49 99 98.5 98 c 97.5 M d W 97 96.5 20.7, 96.29 96 13.5, 95.59 95.5 9.1, 95.59 tExisting Stream Bank 17.3, 95.39 95 -5 0 5 10 15 20 25 30 35 Station (ft) 102 WIN U-1 t. ° 96 +1 m a W 94 M 0 2 4 6 8 10 12 14 16 18 20 Station (ft) Stream Profile 99 97 — CS 3 CS 1 26.7, 95.22 84.7, 95.39 95 49.2, 95.32 136.2, 95.13 CS 2 CS 4 (Bridge) (Pipe) V 93 C 0 M a, W 91 - —*—Stream Profile 89 87 85 0 20 40 60 80 100 120 140 160 Station (ft)