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HomeMy WebLinkAbout20230434 Ver 1_USACE Permit_20230505 (2)U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2013-00482 County: Wake U.S.G.S. Quad: NC -Apex GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: Town of Holly Springs Kimberly Keyes Address: 128 South Main Street Holly Springs, North Carolina 27540 Size (acres) —33 acres Nearest Town Holly Springs Nearest Waterway UT to Utley Creek River Basin Cape Fear USGS HUC 03030004 Coordinates Latitude: 35.648431 Longitude:-78.856674 Location description: The proiect site is located is located south of Green Oaks Parkway, south of the terminus of Bumgardner Drive and north of Utley Creek in Holly Springs, in Wake County, North Carolina. Description of projects area and activity: This verification authorizes the permanent discharge of fill material within 85 linear feet of stream channel, the permanent discharge of fill material resulting in no loss of waters within 17 linear feet of stream channel, and the temporary discharge of fill material within 13 linear feet of stream channel. Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344) ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: NWP 39. Commercial and Institutional Developments SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached Conditions, your application signed and dated 3/22/2023, and the enclosed plans. 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 and/or regional general permit authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general 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 and/or regional general 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 and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide and/or regional general 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 Resources (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 (LAMA), prior to beginning work you must contact the N.C. Division of Coastal Management 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 George Lyle Phillips III at (919) 588-9200 or George.L.Phillips(&usace.army.mil. Corps Regulatory Official: t!%� �� ��� Date: 05/05/2023 Expiration Date of Verification: 3/14/2026 The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at http://corpsmapu.usace.army.mil/cm_apex/Pp=13 6:4:0 Copy furnished: Zach Thomas / NCDEQ-DWR / 3800 Barrett Drive, Raleigh, NC 27609 Action ID Number: SAW-2013-00482 County: Wake Permittee: Town of Holly Springs, Kimberly Keyes Project Name: Holly Springs Operations Center Date Verification Issued: 05/05/2023 Project Manager: George Lyle Phillips III 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 Attn: George Lyle Phillips III Raleigh Regulatory Office U.S Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 or George.L.Phillips@usace.army.mil 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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" ", �C9 O � I •'34j_� off? �i N Gj �O AREA 1 �, �Z> ✓�,`: V -tCaw ,�, .��,. r, � a STREAM 1 / I \\\\ VICINITY MAP (INTERMITTENT) \ / I I r PROPOSED SOUTHERN ACCESS ROAD (BY NCDOT) PROPOSED SOUTHERN ACCESS ROAD (BY NCDOT) \ \ Q \ ` W I I ` I V) ADMINISTRATION BUILDING 0 OPERATIONS WAREHOUSE FLEET IMAINTENANCE1 a 0 \ VEHICLE WASH I I INSPECTIONS � o • \ CITIZENS CONVENIENCE O VENIE CE • SCM 1 I STORAGE / LAYD J \ YARD r(� ` COVERED •I'd_ �J ` STORAGE WETLAND B •� I O W DA ND A. BETT GRAVESITE 1 < ` STREAM 2 (PERENNIAL) 0 7 GRAPHIC SCALE _ p 200 0 100 200 400 800 V N �. Z Lu O O W ( IN FEET) w w 1 inch = 200 ft. = 0 LEGEND CO STREAM IMPACT PERMANENT TEMPORARY IMPACT f O O) O) STREAM IMPACT RIP -RAP 1 IJ rn m NO PERM LOSS I / q ,/ /� , 0 Q O CONSTRUCTIONS LIMITS TOWN STREAM BUFFER* V U04 a PROPOSED CONTOUR EXISTING _ _ _ _ CONTOUR STREAM 1 ✓� IMPACT AREA S1 �� ,r r_—�-- (INTERMITTENT) 'TEMP. STREAM IMPACTS j • 20 / TEMP. CONST. ACCESS *NOTE: STREAM BUFFERS ARE NOT SUBJECT TO STATE RIPARIAN BUFFER RULES. BUFFER IMPACTS ARE / -8 LF (15 SF) A PART OF TOWN SITE PLAN APPROVAL PROCESS — IMPACT AREA S2 i TOP OF BANK — ' PERM. STREAM IMPACTS SLOPE l �I /, ROAD CROSSING & GRADING STABILIZATION / /�_ \"7 I J, (FUNCTIONAL LOSS) 85 LF (140 SF) _ — /� _ r _ TEMPORARY /i COFFERDAM OUTLET 5 PROTECTION j ' _ _ /� TOP 315�It. j OF \ BANK / A2n �CPi , SLOPE STABILIZATION 1 1' HEADWALL PER NCDOT I — STD. DWG. 838.80 / / , _f IMPACT AREA S3�- W -��PERMSTREAM IMPACTS s -----,(RIP RAP INSTALLATION �/ u Q / 5 IMPACT AREA 54 (NO FUNCTIONAL LOSS) �� o �_ TEMP. STREAM IMPACTS 17 LF (24 SF) ♦ /TEMP. CONSTR. ACCESS ,' \\� _ J� Ir/ // 5LF(13SO C O � W GRAPHIC SCALE To p 20 0 10 20 40 80 �Z N W ° M° W a N V ( IN FEET) w w 1 inch = 20 ft. = 0 Q m a� 325 325 cn w �coM a� o�as.Cm 320 320 315 315 U 0 O un 310 310 10+00 11+00 11+50 U SCALE Lu WM Z N HORIZONTAL: 1 "=20' w W O o Q o VER TI CAL: 1 "= 2' _ � (� Q J O Q � � N TEMPORARY COFFER = DAM o LC) � o � DOWNSTREAM END OF OUTLET PROTECTION SHALL BE INSTALLED � SUCH THAT RIPRAP IS — FLUSH WITH EXISTING 1 GRADE EXGRADE 75 LF 42" RCP @ 2.00� EMBED CULVERT 1.0' BELOW EX GRADE