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HomeMy WebLinkAbout20220229 Ver 1_USACE More Info Request_20220309Strickland, Bev From: Bailey, David E CIV USARMY CESAW (USA) <David.E.Bailey2@usace.army.mil> Sent: Wednesday, March 9, 2022 8:35 AM To: Brad Luckey; Scott Wallace Cc: Homewood, Sue Subject: [External] Request for Additional Information: SAW-2021-02294 (Hudson Way / 6341 Burlington Road / Whitsett NC / Guilford County) Follow Up Flag: Follow up Flag Status: Flagged CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. All, Thank you for your PCN, dated 2/8/2022, for the above referenced project. I have reviewed the information and need clarification before proceeding with verifying the use of Nationwide Permit (NWP) 29 (https://saw- reg.usace.army.mil/NWP2021/NWP29.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this Notification, otherwise we may deny verification of the use of the Nationwide Permit or consider your application withdrawn and close the file: 1) Sheet 1 does not include the southern portion of the proposed development and its potential connections to adjacent parcels. Please provide this plan view of the lot layout and infrastructure (roads, utilities, stormwater, etc.) for the entire proposed development. This plan is necessary to evaluate avoidance and minimization measures and potential secondary and cumulative impacts of the project; 2) Proposed bottomless arch culvert: a. Please provide a cross section view of the proposed bottomless culvert structure clearly showing the outer walls of the culvert structure and footers, disturbance limits needed to construct the structure, and the stream profile. This information is needed to ensure that this structure would not result in direct impacts to the stream; b. The Corps Wilmington District Raleigh Regulatory Field Office has had long experience with bottomless arch culverts. We generally agree with NCDOT that the long-term success of such structures is significantly enhanced when they are tied into shallow bedrock. NCDOT Division 7 does not typically pursue bottomless arch culverts unless there is non-scourable bedrock within 5 vertical feet of the soil surface. In cases where the structures are not tied into bedrock we have seen numerous instances of foundation undercutting, often leading to replacement with traditional culverts. Further, shading under the arch culvert inevitably leads to die off of any remaining woody vegetation, even more so in this case in the location of the proposed temporary stream crossing where woody vegetation would be removed entirely prior to culvert construction. These factors predictably lead to loss of aquatic function through stream bank erosion and winnowing out from foundation to foundation. c. Given that the project proposes impacts requiring 404 approval, we are evaluating both direct and reasonably foreseeable indirect impacts to 404 resources associated with the project to ensure that the individual and cumulative adverse environmental effects are no more than minimal (NWP General Condition 23 and District Engineer's Decision part 2). Based on the above, it is reasonable to conclude that the proposed bottomless culvert would result in indirect impacts to the stream in the footprint of the structure. The proposed direct and indirect impacts to streams do not appear to exceed 0.02 acre, the typified stream mitigation threshold per Regional Condition B.7, in this case. However, please note 1 that these direct and indirect stream impacts would be considered cumulative with any future proposed impacts to potential waters of the US related to this development when considering compensatory mitigation requirements. 3) It is your responsibility to contact the North Carolina Division of Water Resources (NCDWR) Winston Salem Regional Office to determine the 401 requirements for this project. Please note that, if an Individual 401 WQC is required from NCDWR, the Corps cannot verify the use of any NWP without without a valid 401 Water Quality Certification. 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 Office: (919) 554-4884, Ext. 30. Mobile: (919) 817-2436 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: RaleighNCREG <RaleighNCREG@usace.army.mil> Sent: Tuesday, February 8, 2022 10:55 AM To: Brad Luckey <bluckey@pilotenviro.com> Cc: Bailey, David E CIV USARMY CESAW (USA) <David.E.Bailey2@usace.army.mil>; Homewood, Sue <sue.homewood@ncdenr.gov> Subject: SAW-2021-02294 (6341 Burlington Road / Whitsett NC / Guilford County) Good Morning We have received your Pre -Construction Notification (PCN) NWP request for the above project. Dave- docs forwarded in your folder. Thank you, Josephine Schaffer From: Brad Luckey <bluckey@pilotenviro.com> Sent: Tuesday, February 8, 2022 10:11 AM To: RaleighNCREG <RaleighNCREG@usace.army.mil> Cc: Bailey, David E CIV USARMY CESAW (USA) <David.E.Bailey2@usace.army.mil>; Homewood, Sue 2 <sue.homewood@ncdenr.gov> Subject: [URL Verdict: Neutral][Non-DoD Source] SAW-2021-02294, Burlington Road PCN, Guilford County Happy Tuesday Morning Corps -Please find attached PCN for above referenced site. Please let me know if you require additional information. Sue —we will upload to DWR today. Thanks. Sincerely, Bradley S. Luckey, PWS 336.708.4997 (c) 336.310.4527 (o) PO Box 128 Kernersville, NC 27285 www.pilotenviro.com bluckey@pilotenviro.com 3