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HomeMy WebLinkAbout20150024 Ver 1_Scoping Comments_20130717f �1 '� NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Pat McCrory Thomas A. Reeder John E. Skvarla, III Governor Acting Director Secretary MEMORANDUM To: Garland Haywood, NCDOT, Division 10 From: Alan Johnson, NC Division of Water Quality, MRO Date: July 17, 2013 Subject: Scoping comments on proposed bridge replacement projects (July 8 — 10, 2013) A scope meeting was held for the following bridges during the above referenced period. WSB # Bridge # Proposed Replacement 17BP.I O R51 62 Bridge /Span 17BP.10.R57 143 Bridge /Span 17BP.IO.R55 65 Bridge /Span 17BP.I O R69 16 Bridge /Span 17BP.I O.R70 18 Culvert 17BP.10.R55 201 Bridge /Span 17BP.10.R56 202 Bridge /Span 17BP. I O.R60 194 Culvert 17BP.IO R74 342 Bridge /Span 17BP.10.R61 46 -Bridge /Span 17BP.10.R73 36 Bridge /Span (alternative culvert) 17BP.10.R52 70 Bridge /Span 17BP.I O R65 203 Bridge /Span 17BP.I O.R72 19 Bottomless Culvert (alternative — culvert) 17BP.10.R62 171 Bridge /Span 17BP.I O R68 175 Bridge /Span 17BP.10.R51 170 ** Not visited General Comments: 1. Streams Classified as 303d /HWQ waters of the State: It is recommended that the most protective sediment and erosion control BMPS be implemented in accordance with the Design Standards in Sensitive Watersheds (15A NCAC 04B .0124) to reduce the risk to further impairment to the affected stream. It is also requested that road design plans provide treatment of storm water runoff through best management practices as detailed in the most recent version of the NCDWQ Stormwater Best Management Practices. Mooresville Regional Office Location 610 East Center Avenue, Suite 301, Mooresville, NC 28115 One NorthCarolina Phone- (704) 663 - 1699 \Fax. (704) 663 -6040\ Customer Service. 1- 877 - 623 -6748 �atura!!� Internet: http: / /portal ncdenr org /web /wq An Equal Opportunity /Affirmative Action Employer — 50% Recycled /10% Post Consumer Paper 2. Be reminded of the adjacent tributaries at the following sites: Bridge #194, 4202, #143, #65, & #70 3. Culvert design. In addition to channel width, stream base flow should be taken into account in the design of culvert width. Sills, baffles, or a smaller culvert may be necessary to maintain concentrated stream flow through the culvert. Stream dimension shall be maintained immediately upstream and downstream of the culvert/bridge/span. 4. Prior to full design, it is requested that preliminary design of culverts be submitted for review by the regional office staff. The use of rip rap should be minimized for stream stabilization where soft measures can be performed. The use of heavy coir fiber /coconut matting and coir fiber logs is encouraged for areas that may need only "temporary" stabilization. 6. After the selection of the preferred alternative and prior to an issuance of the 401 Water Quality Certification (if required), the NCDOT is respectfully reminded that they will need to demonstrate the avoidance and minimization of impacts to wetlands (and streams) to the maximum extent practical. Whenever possible, NCDWQ prefers spanning structures. Spanning structures usually do not require work within the stream or grubbing of the streambanks and do not require stream channel realignment. The horizontal and vertical clearances provided by bridges shall allow for human and wildlife passage beneath the structure. Fish passage and navigation by canoeists and boaters shall not be blocked. Bridge supports (bents) shall not be placed in the stream when possible. Thank you for requesting our input at this time. If you have any questions or require additional information, please contact me at 704 - 669 -1699 or alan.johnson @ncdenr.gov. cc: Sonia Carrillo, Wetland Unit File Copy Johnson, Alan To: Haywood, Luther G Subject: RE- Site Vists for Scoping Design Criteria for 17BP Bridge Replacment Project Sites List OK, I accept the July 8th for 10 am and also the July 9t", but might be better to meet at the first arrival site (approx time of arrival at the site) since I am coming from Mooresville - - - -- Original Appointment---- - From: Haywood, Luther G Sent: Thursday, June 13, 2013 4:04 PM To: Nikki Honeycutt (Nikki. Honeycutt @stvinc.com); Thompson, Larry B; Howard, Joel M; Henegar, Randall C; Amanda.Fuemmeler @usace.army.mil; Johnson, Alan; Hill, Kenneth M; Masihpour, Mojdeh; Hardister, J Dean; Clark, Shane C; Stuffs, David S; Hunt, Charles; Huneycutt, Gary D; Bridges, Kevin A; Butler, M. Pate Subject: Site Vists for Scoping Design Criteria for 17BP Bridge Replacment Project Sites List When: Occurs every Tuesday effective 7/9/2013 until 9/10/2013 from 8:00 AM to 4:00 PM (GMT- 05:00) Eastern Time (US & Canada). Where: Division 10 Office at 716 W. Main Street, Abemalre, NC 28001 The purpose of this meeting is to gather at Division Office and proceed to riding to bridge sites shown below to scope these in the field. FIRM I Str # COUNTY ROAD NAME WBS # Estimate STV 830062 ' STANLY OLD DAVIS RD. 17BP 10.R.51 $377,500 At STV 120070 CABARRUS MT. OLIVE RD 17BP.10.R.52 $512,500 SE STV 830065 STANLY COTTONVILLE RD. 17BP.10 R.54 $535,000 a STV 030201 ANSON ROCKY MOUNT CH. RD. 17BP.10.R.55 $535,000 At STV 030202 ANSON BURNSVILLE RD. J 17BP.10.R.56 $377,500 Al STV 830143 STANLY / SOUTH STANLY SCH. RD. ! 17BP.10.R 57 $512,500 MAf STV 030194 ANSON BLONNIE ROSS RD. 17BP.10.R.60 $400,000 Al STV 890046 UNION HOLLY SCHOOL RD. 17BP.10.R 61 $512,500 SE STV 120171 CABARRUS ROBINSON CH. RD. 17BP 10.R..62 $512,500 MAf STV 830170 STANLY POLE RUNNING RD. 17BP.10.R.63 $400,000 SEI STV 120203 CABARRUS SISK CARTER RD. -&K 17BP.10.R65 $535,000 MAf STV 830175 STANLY FRICK RD. 176P.10.R.68 $512,500 Ff STV, 030016 ANSON COX RD. 17BP.10.R.69 $512,500 DI STV 030018 ANSON STANDBACK FERRY RD. 17BP.10 R.70 $400,000 DI STV 830019 STANLY STONY HILL RD. G`-' 17BP 10.R 72 $377,500 01 STV 890036 UNION SUGAR AND WINE RD. ,+ 17BP.10.R.73 $377,500 Jf STV 890342 UNION BUN SIMPSON R.D 17BP.10.R.74 5490,000 SE