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HomeMy WebLinkAbout20211405 Ver 1_RE_ _External_ Request for Additional Information_ SAW-2019-00874 (NCDOT _ Bridge 267 on Coble Church Road _ SR 3336 over Climax Creek _ Guilford County _ Div 7)_20220607 Carpenter,Kristi From:Parker, Jerry A Sent:Tuesday, June 7, 2022 11:02 AM To:David.E.Bailey2@usace.army.mil Cc:Conchilla, Ryan; Carpenter,Kristi; dmoore@rkk.com Subject:RE: \[External\] Request for Additional Information: SAW-2019-00874 (NCDOT / Bridge 267 on Coble Church Road / SR 3336 over Climax Creek / Guilford County / Div 7) Attachments:Coble Church Rd SWP Survey.pdf; RE: T&E Survey Follow Up Flag:Follow up Flag Status:Flagged Dave, I have provided answers to Item 1 and 3 in red. I have attached email documents to answer Item 2. Thanks and let me know if you have any questions. Jerry From: Bailey, David E CIV USARMY CESAW (USA) <David.E.Bailey2@usace.army.mil> Sent: Thursday, May 26, 2022 10:00 AM To: Parker, Jerry A <japarker3@ncdot.gov> Cc: Conchilla, Ryan <ryan.conchilla@ncdenr.gov>; Carpenter,Kristi <kristilynn.carpenter@ncdenr.gov> Subject: \[External\] Request for Additional Information: SAW-2019-00874 (NCDOT / Bridge 267 on Coble Church Road / SR 3336 over Climax Creek / Guilford County / Div 7) CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. Jerry, Thank you for your PCN, dated 4/27/2022, for the above referenced project. I have reviewed the information and need clarification before proceeding with verifying the use of Regional General Permit (RGP) 50 (https://saw- reg.usace.army.mil/RGP/RGP50.pdf). Please submit the requested information below (via e‐mail is fine) within 30 days of receipt of this Notification, otherwise we may deny verification of the use of the Nationwide Permit or consider your application withdrawn and close the file: 1) NCDOT currently proposes no compensatory mitigation for this project. To enable my evaluation, please confirm whether or not any of the proposed hand clearing of forested wetlands at Sites 2, 4, and/or 5 would be permanently maintained as herbaceous wetlands following construction (whether due to relocation of utilities or some other reason). If such activities are proposed, please provide a compensatory mitigation plan to account for the proposed permanent wetland fill and permanent conversion of forested to herbaceous wetlands. Note that, unless otherwise justified based on a functional assessment (i.e. NCWAM), appropriate compensatory mitigation ratios are 2:1 for permanent wetland fill and 1:1 for permanent conversion of forested to herbaceous wetlands. Note also that a statement of availability letter would also be required for your proposed mitigation provider. I spoke with the Project Bridge Engineer and was informed that hand clearing of any forested wetlands 1 at Site 2, 4 or 5 would not be permanently maintained as herbaceous wetlands and those areas would be allowed to transition back to a forested wetland state. 2) Please provide the “T & E survey performed by consultants” referenced in your PCN; See attached documents. 3) At Site 6, the Corps is concerned that proposed toe protection extending through and downslope of the proposed permanent impact to Stream A may redirect flow away from the continuation of Stream A and instead into the toe-protected swale along the edge of the roadway. Please provide additional information to ensure/justify that the flow within the downstream portion of Stream A would be maintained. I was informed by the Project Bridge Engineer that at the intersection of where Stream A and the toe protection meets (reference Station Number L-19+ 50 +/-), the stream elevation is lower than the toe protection and therefore water should not redirect away from the stream. The toe protection detail is described in Detail #3 on the Permit Drawings. Please let me know if you have any questions. Sincerely, Dave Bailey --- David E. Bailey, PWS Regulatory Project Manager US Army Corps of Engineers CE-SAW-RG-R 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 Mobile: (919) 817-2436 Office: (919) 554-4884, Ext. 30. Fax: (919) 562-0421 Email: David.E.Bailey2@usace.army.mil We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is located at: https://regulatory.ops.usace.army.mil/customer-service-survey/ Thank you for taking the time to visit this site and complete the survey. From: NCDOT_REG <NCDOT_REG@usace.army.mil> Sent: Friday, April 29, 2022 3:54 PM To: japarker3@ncdot.gov Cc: Bailey, David E CIV USARMY CESAW (USA) <David.E.Bailey2@usace.army.mil>; Matthews, Monte K CIV USARMY CESAW (USA) <Monte.K.Matthews@usace.army.mil> Subject: SAW-2022-00989 (NCDOT / Bridge 267 on Coble Church Road / SR 3336 over Climax Creek / Guilford County / Div 7) Good Afternoon, Your Pre-Construction Notification (PCN) RGP request has been received, assigned action IDSAW-2022-00989 and forwarded to Dave Bailey for further processing, Please refer to the action ID in all correspondence. Thank you, Josephine Schaffer 2 From: laserfiche@ncdenr.gov <laserfiche@ncdenr.gov> Sent: Wednesday, April 27, 2022 5:23 PM To: NCDOT_REG <NCDOT_REG@usace.army.mil> Cc: SAW-PCN-RG <SAW-PCN-RG@usace.army.mil> Subject: \[Non-DoD Source\] PCN - Guilford - DOT A new project has been received on 4/27/2022 5:21 PM for Coble Church Rd Bridge Replacement. The link below will take you to the project folder. https://edocs.deq.nc.gov/Laserfiche/index.aspx?db=WaterResources#id=2303172;view=browse This email was automatically generated by Laserfiche workflow. Please do not respond to this email address, as responses aren’t monitored. Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. 3