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HomeMy WebLinkAbout20210469 Ver 1_USACE Permit_20210608Applicant: Address: U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2018-01868 County: FORSYTH U.S.G.S. Quad: NC -RURAL HALL GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Thyme Properties, LLC Mr. Stephen Phillips 2255-C Lewisville-Clemmons Road Clemmons, North Carolina 27012 Authorized Agent: Pilot Environmental, Inc. Mr. Michael Brame Address: 743 Park Lawn Court Kernersville, North Carolina 27284 Size (acres) -25 acres Nearest Town Winston-Salem Nearest Waterway Oil Mill Branch River Basin Yadkin USGS HUC 03040101 Coordinates Latitude: 36.137807 Longitude: -80.368996 Description of project location: The project area is identified as an approximate 25-acre tract, located on Forsyth County, North Carolina parcels 5897610942 and 5897616961. These parcels are located adjacent to Colerain Creek Drive, in Winston- Salem, Forsyth County, North Carolina. Work in waters of the United States (U.S.) will occur in Oil Mil Branch, an indirect tributary to the Yadkin River (8-di2it HUC: 03040101). Description of projects area and activity: On September 26, 2018, this office provided a Nationwide Permit (NWP) 29 verification to the applicant, Thyme Properties, LLC, who requested a Department of the Army authorization to discharge fill material into waters of the U.S. in conjunction with the Sa2e Creek subdivision. Project activity involved the construction of single-family residential lots, alon2 with associated infrastructure and attendant features. Implementation of the project authorized permanent impacts to 126 linear feet (0.008 acre) of stream channel. On May 10, 2021, Thyme Properties, LLC, requested a Department of the Army authorization to discharge fill material into waters of the U.S. in conjunction with the construction of the Crescent Hill residential subdivision. Project activity will involve the construction of 49 single-family residential lots, alon2 with associated infrastructure and attendant features. Implementation of the proposed project will permanently impact 69 linear feet (0.01 acre) of stream channel, temporarily impact 55 linear feet (0.006 acre) of stream channel, and permanently impact 20 linear feet (0.003 acre) of stream channel for the placement of a riprap dissipater pad (not considered a loss of waters). All other impacts associated with the proposed project will be conducted in uplands, outside of waters of the U.S. Upon project completion, all temporarily disturbed waters will be restored to their pre -disturbance conditions. Cumulative permanent impacts associated with the above referenced subdivisions are 195 linear feet (0.018 acre). Compensatory mitigation is not required in conjunction with the aforementioned activities. Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344) ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: Regional General Permit Number or Nationwide Permit Number: NWP 29 (Residential Developments) SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached conditions and your submitted application and attached information dated 5/10/2021 and design drawings dated 1/21/2021. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action. This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Quality (telephone 919-807-6300) to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management in Morehead City, NC, at (252) 808-2808. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact Samantha Dailey at 919-554-4884 x22 or Samantha.J.Dailey(a,usace.army.mil. Corps Regulatory Official: Date: June 8, 2021 Expiration Date of Verification: March 15, 2026 Action ID Number: SAW-2018-01868 County: FORSYTH Permittee: Thyme Properties, LLC (Attn: Mr. Stephen Phillips) Project Name: Crescent Hill Date Verification Issued: June 8 2021 Project Manager: Samantha Dailey Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: US ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Raleigh Regulatory Field Office Attn: Samantha Dailey 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27857 Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of Engineers representative. Failure to comply with any terms or conditions of this authorization may result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or initiating other appropriate legal action. I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and condition of the said permit, and required mitigation was completed in accordance with the permit conditions. 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IA 0 < LL J LL J LL IA 0 < LL ..I LL IA 0 Q c• M IA lO 201.5 L11 0 0 o N• N .—I lO N• V M .-I 0.0031 1261 335.71 000 0 o I.0 t.0 M 111 m a 0.010 1951 0 N I. N 0.018I CARADCO STREAM IMPACTS Greater of width up & downstream Stream Length (from SAW 2018-01868) Permanent Impact Area (SF) Permanent Impact Area (Ac) MERCIA STREAM IMPACTS Greater of width up & downstream Stream Length (from SAW 2018-01868) Permanent Impact Area (SF) Permanent Impact Area (Ac) TOTAL PRIOR IMPACTS Culvert Length Permanent Impact Area (SF) Permanent Impact Area (Ac) PROPOSED CRESECENT HILL IMPACTS Culvert Length Stream Length Permanent Impact Area (SF) Permanent Impact Area (Ac) TOTAL ALL IMPACTS Stream Length Permanent Impact Area (SF) Permanent Impact Area (Ac) dco Rd & Mercia Ct; Sage Creek - Phase 1 Res he existing culverts. The proposed stream crc roximately 50' upstream of the proposed cull nstream reaches and the permanent impact s ead of OHWM widths to list impacts. This dat d of lineal footage as done when the prior cu taken from prior plans and documents. field data to calculate the impact area by cc Field survey by Beeson & Carter, PA for the existing conditions at the previous culverts located at Cara Subdivision. The OHWM and Top of Bank where collected approximately 50' up and down stream oft connect Crescent Hill via a stub street has also been field located for OHWM and top of bank from appr culvert impact area and 50' downstream of the proposed culvert. The existing culvert impacts were calculated by taking the largest average width of the upstream/dow The PCN submitted by this engineer for the existing culverts used approximate top of bank widths inste determined the acreage impacts for the new permit which are based on acre impacts instea permitted. Only permanent impacts of the culverts are shown in this table. Temporary impacts can be The proposed Crescent Hill culvert impacts are for permanent impacts only and are measured using the See plans submitted with this data for more information on temporary impacts. Y LL Y LL Y LL Y LL Y LL Y LL Y LL Y LL Y LL Y LL Y LL Y LL Y LL Y LL Y LL Y LL Y LL Y LL LO ci N M al .-i I-, .-i M N 1.4 2.7 N N .--I N 01 •-i M •-i 2.6 00 N 1.4 I!1 N 1.7 3.2 ci N MERCIA CT Crossing Upstream Side Nearest to culvert Farthest from culvert AVG Downstream Side Nearest to culvert Farthest from culvert AVG LL LL Y LL Y LL Y LL Y LL Y LL Y LL Y LL Y LL Y LL Y LL Y LL Y LL Y LL Y LL Y LL Y LL LL 2.2 I- M 00 M M N all M 2.41 N M 'i M 2.81 00 .-i 2.7 2.4 2.1 2.9 4.2 00 M 3.1 2.91 ICARADCO RD Crossing Upstream Side Nearest to culvert Farthest from culvert IAVG (Downstream Side Nearest to culvert Farthest from culvert IAVG Beeson Carter, P.A. PO Box 669 Walkertown, NC 27051 w a a) co 0 X ci aJ N Q O O rsi 00 -p W W • W a 0 cc