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HomeMy WebLinkAbout_External_ RE_ Nationwide Permit 29 verification_ SAW-2021-02602 (1725 New Bethel Church Road _ Garner _ Wake County)Baker, Caroline D From: Bailey, David E CIV USARMY CESAW (USA) <David.E.Bailey2@usace.army.mil> Sent: Wednesday, December 27, 2023 10:08 AM To: Deborah Shirley; Tucker Ennis Cc: Harmon, Richard G CIV SAW; Thomas, Zachary T Subject: [External] RE: Nationwide Permit 29 verification: SAW-2021-02602 (1725 New Bethel Church Road / Garner / Wake County) Attachments: 2021-02602 NWP 29 Tearsheet - typo corrected.pdf CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message button located on your Outlook menu bar on the Home tab. Hi Debbie, and my apologies for the typo. You're correct, I had left the sewer impacts out of the temporary impacts calculation. I have attached the corrected version to this email. Please replace the NWP 29 tearsheet I originally sent on 12/18/2023 with the attached. Thanks, and I hope your holidays are going well. -Dave Bailey David E. Bailey, PWS Chief, Raleigh Regulatory Field Office US Army Corps of Engineers CE-SAW-RG-R 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 Mobile: (919) 817-2436 Email: David. E.Bailey2@usace.army.miI 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: Deborah Shirley <dshirley@sandec.com> Sent: Tuesday, December 19, 2023 9:55 AM To: Bailey, David E CIV USARMY CESAW (USA)<David.E.Bailey2@usace.army.mil> Cc: Harmon, Richard G CIV SAW <Richard.G.Harmon@usace.army.mil> Subject: [Non-DoD Source] RE: Nationwide Permit 29 verification: SAW-2021-02602 (1725 New Bethel Church Road / Garner / Wake County) David, Thank you for the verification!! And I hate to bring this up but I think that you missed an additional 21 LF of temporary stream impacts. Impact Area A, the sanitary sewer. The total temp stream impacts requested was 50 LF (0.004 acres). 3. S#fBdRI I•R pws If there aie pimmial or rl#errrl Mwt straarrV to ry impacts (IncludIN temporary impacts) V)porW i)n Ine site, ample[ lh s. We for all strearrit tributary sifts impacted. All Peremial or Intermittent streams must be venfied by DWR or delegated local govemmlent 33 3b. 3c. 3d. 3e. :f. 39- 3h_ Site V Impact€ -asm, Impact Impact StrearnNanie` Stream Jurisdiction Strpuim Imp= Duration+ type, TYW Type, Width (avg length R)- (Iine-arlt)' S1 Impact Area A - Temporary lithe' Stream C Intermittent Rath 2 2$ Sanitary Sewer S2 Impact Area B — Permanent Other Stream E Intermittent Bath 5 i$ Road Cresseilp'Retaining Wall S3 impact AreaC— Permanent Cnrssingr 31reamC Intermittent both 4 109 Road Crossing Culwert S4 Impact AreaC— Temporary Other StrearpC Intermitent Roth 4 2ro ConstmGtion ACoe59 $ rrnpav Area t< = perjm{rc Ooor 8ov, 4 i t Ptorarpent reo po mmmm toss — diasip�tor D� ZONE 1 IW] ZOW 2 ff FFE4 ! t �� IIPAC[ 1EEMED ALUMAaE I TOTAL ZONE 2 BUFFER IMPALT AREA A-1= 29_ 5F QEEmE6 ALLOWABLE � A.RY rENT STREA `A-1 PLUVirCT = 2 � *` TOTAL ZONE 2 9UFFSF ItipsUT AREA A-2— 3,9P29 SF OEEaEO ALLOWABLE x — — < , Please let me know if you have any questions. Thanks, DEBORAH E. SHIRLEY Project Manager -Regulatory Specialist Soil & Environmental Consultants, Inc. North Quarter Office Park 8412 Falls of Neuse Road, Suite 104 Raleigh, NC 27615 Office (919) 846-5900 1 TOTAL IMPAC / DEEM 2 Direct (919) 256-4512 Mobile (919) 673-8793 dshirley@sandec.com Visit us at sandec.com This electronic communication, including all attachments, is intended only for the named addressee (s) and may contain confidential information. This electronic communication may not have passed through our standard review/quality control process. Design data and recommendations included herein are provided as a matter of convenience and should not be used for final design. Rely only on final, hardcopy materials bearing the consultant's original signature and seal. If you are not the named addressee (s), any use, dissemination, distribution or copying of this communication is prohibited. If you have received this electronic communication in error, please notify the sender by return e-mail and delete the original communication from your system. Thank you. APlease consider the environment before printing this email. From: Bailey, David E CIV USARMY CESAW (USA)<David.E.Bailey2@usace.army.mil> Sent: Monday, December 18, 2023 8:49 PM To: Deborah Shirley <dshirley@sandec.com>; Tucker Ennis <tucker.ennis@lennar.com> Cc: Thomas, Zachary T <zachary.thomas@ncdenr.gov>; Harmon, Richard G CIV SAW <Richard.G.Harmon@usace.army.mil> Subject: Nationwide Permit 29 verification: SAW-2021-02602 (1725 New Bethel Church Road / Garner / Wake County) 0 Please see the attached Nationwide Permit 29 verification, including Special Conditions and terms and conditions, for the above referenced project. Note that hard copies of the attached documents will not be distributed unless specifically requested. Please let me know if you have any questions. Sincerely, Dave Bailey David E. Bailey, PWS Chief, Raleigh Regulatory Field Office US Army Corps of Engineers CE-SAW-RG-R 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 Mobile: (919) 817-2436 Email: David. E.Bailey2@usace.army.miI 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: Deborah Shirley <dshirley@sandec.com> Sent: Tuesday, September 19, 2023 1:44 PM To: Bailey, David E CIV USARMY CESAW (USA)<David.E.Bailey2@usace.army.mil> Cc: Thomas, Zachary T <zachary.thomas@ncdenr.gov>; Tucker Ennis <tucker.ennis@lennar.com> Subject: [Non-DoD Source] RE: Request for Additional Information: SAW-2021-02602 (1725 New Bethel Church Road / Garner NC / Wake County) Dave: Thank you for your review and comments. We have provided responses to the original email below in red and provided the attached additional information. We are anticipating that this will resolve any concerns of the elimination of hydrology flowing to streams C and E. Attachments: -Post Development Hydrology Map -Pre-post comparison calculations -Wall details Please let us know if you have any additional questions or need further information to continue your review of this permit application. Thank you, DEBORAH E. SHIRLEY Project Manager -Regulatory Specialist Soil & Environmental Consultants, PA North Quarter Office Park 8412 Falls of Neuse Road, Suite 104 Raleigh, INC 27615 Office (919) 846-5900 Direct (919) 256-4512 Mobile (919) 673-8793 dshirlev@sandec.com Visit us at sandec.com This electronic communication, including all attachments, is intended only for the named addressee (s) and may contain confidential information. This electronic communication may not have passed through our standard review/quality control process. Design data and recommendations included herein are provided as a matter of convenience and should not be used for final design. Rely only on final, hardcopy materials bearing the consultant's original signature and seal. If you are not the named addressee (s), any use, dissemination, distribution or copying of this communication is prohibited. If you have received this electronic communication in error, please notify the sender by return e-mail and delete the original communication from your system. Thank you. APlease consider the environment before printing this email. From: Bailey, David E CIV USARMY CESAW (USA)<David.E.Bailey2@usace.army.mil> Sent: Wednesday, August 30, 2023 11:43 AM To: Deborah Shirley <dshirlev@sandec.com>; Tucker Ennis <tucker.ennis@lennar.com> Cc: Thomas, Zachary T <zachary.thomas@ncdenr.gov> Subject: Request for Additional Information: SAW-2021-02602 (1725 New Bethel Church Road / Garner NC / Wake County) No Thank you for your PCN, dated 8/4/2023, 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) Based on proposed/assumed grading, the project appears to eliminate the majority of the drainage areas/hydrology source for Streams C and E: a. Please provide justification that hydrologic input will be maintained to these waters. Common designs include routing approximately equivalent surface water/runoff area to these locations, altering locations of stormwater outlets, usage of French drains and under -drains where appropriate, etc. Please also update applicable plansheets to clearly show such measures/details; Per the project engineer -A revised hydrology sheet, calculations, and details have been included. While the flow through the two streams in question is certainly reduced, by allowing areas of built upon lots to sheet flow across stabilized vegetation to the stream, there will be some level of flow going to the streams while maintaining the required nutrient removal. For stream "E", the retaining wall will have drains at the bottom face of the wall to convey subsurface drainage. b. If maintenance of stream hydrology is unable to be justified as appropriate, the Corps would consider these areas (Stream C from its origin down to its confluence with Stream D; Stream E from the end of the permanent impact to the beginning of the perennial flow regime) as reasonably foreseeable indirect impacts (see NWP General Condition 32(b)(4)(i) and NWP District Engineer's Decision part 2) resulting from a loss of hydrology. In such cases compensatory mitigation (due to cumulative loss of function) may be required for indirect impacts resulting in a loss of hydrology and therefore aquatic function; compensatory mitigation is typically required at a 1:1 ratio for such indirect impacts (although may be situationally up to 2:1), depending largely on aquatic function (e.g. NCSAM); c. A monitoring plan (typically including monitoring devices and visual observations for a period of 5 years post -construction) to document maintenance of stream hydrology may also be proposed for Corps evaluation and approval; such monitoring plans would also include a contingency plan, typically including compensatory mitigation, in the event that monitoring does not indicate maintenance of stream hydrology. 2) As an avoidance and minimization measure (per NWP General Condition 23(a) and (b)), would it be practicable to remove the existing culverts on Streams C and E? If so, please include a brief narrative of plans/methodology to remove the existing culverts, including the proposed post -removal state of the stream channels in these locations. If not, please describe why this action is not practicable. Per the project engineer -The existing culvert in stream "C" will be removed during the installation of the sewer line. The culvert in stream "E" cannot be removed because it is located in an area of tree conservation, required for this site. The means and methods of removing the culvert would cause additional tree and stream disturbance. It appears that an Individual 401 Water Quality Certification (WQC) is required from the North Carolina Division of Water Resources (NCDWR) for this project. Please note that the Corps cannot verify the use of any NWP without a valid 401 WQC. For NCDWR: Within 14 days, please notify me if the certification request does not contain the nine (9) components listed in Section 121.5(b) of the 2020 Clean Water Act Section 401 Certification Rule; otherwise, we will consider our receipt date (8/4/2023) as accurate. As specified in the 9/16/2022, Programmatic Agreement (PA) between the USACE and the NCDWR, the reasonable period of time (RPOT) for DWR to act on a Section 401 certification request is 120 days unless the RPOT is extended per the terms of this PA. As such, unless we receive an email request for an extension of the RPOT, the USACE will consider the Section 401 certification for this project to be waived on 12/2/2023. 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 Email: David. E.Bailey2@usace.army.miI 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, August 8, 2023 9:34 AM To: dshirley@sandec.com Cc: Bailey, David E CIV USARMY CESAW (USA)<David.E.Bailey2@usace.army.mil> Subject: SAW-2021-02602 (1725 New Bethel Church Road / Garner NC / Wake County) Good Morning, We have received your Pre -Construction Notification (PCN) NWP request for the above project and forwarded it to Dave Bailey for further processing. Thank you, Josephine Schaffer From: laserfiche.ncdenr.gov@mccicloud.io <laserfiche.ncdenr.gov@mccicloud.io> Sent: Friday, August 4, 2023 4:44 PM To: RaleighNCREG <RaleighNCREG@usace.army.mil> Cc: SAW-PCN-RG <SAW-PCN-RG@usace.army.mil> Subject: [URL Verdict: Neutral][Non-DoD Source] More Information Received - Non -DOT - Wake New Project has been received on 8/4/2023 4:43 PM for Golden Trace. The link below will take you to the project folder. https://edocs.deg.nc.gov/Laserfiche/index.aspx?db=WaterResources#id=546066;view=browse This email was automatically generated by Laserfiche workflow. Please do not respond to this email address, as responses aren't monitored.