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HomeMy WebLinkAbout20231147 Ver 1_USACE Permit_20231003U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2023-01655 County: Polk GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: Ameri-CON Materials Attn: Jason Deck Address: 2554 Deep Gap Farm Road Mill Spring, North Carolina 28756 Telephone Number: (828)817-0544 Location description: The proposed project is located along the north side of the Green River at a listed address of 480 Palmer Road in Mill Spring, Polk County, North Carolina. The approximate latitude of 35.326820 and longitude of-82.240780, and is identified as Polk County Parcel No. P55-571. Description of projects area and activity: The proposed project consists of commencement of a dredge sand mining operation within the Green River. The activity associated with this mining operation that requires verification is the pipe and the return water from the upland disposal dewaterinz Per communication with the North Carolina Wildlife Resources Commission on October 3, 2023, no wild trout would be impacted by the proposed project. Therefore, the trout moratorium has been waived. Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344) ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: Regional General Permit Number and/or Nationwide Permit Number: Nationwide Permit 16 — Return Water from Upland Contained Disposal Areas SEE ATTACHED RGP or 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 and your submitted application and attached information dated August 16, 2023 and subsequent documentation on September 30, 2023. 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 in Morehead City, NC, at (252) 808-2808. 2 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 Brooke Davis at 828-271-7980, ext. 4232 or brooke.a.davis@usace.army.mil. Corps Regulatory Official: Lkr�� Date: October 3 2023 Brooke Davis Expiration Date of Verification: March 14, 2026 Copies Furnished (via email :Furnished (via email Ronald Walker, S&ME, Inc. Andrew Moore, North Carolina Division of Water Resources Andrea Leslie, North Carolina Wildlife Resources Commission ,n v 2) v m N Z O y E Q v 0 0 N 1-0 N V O N O N V N O a O N d N H RIVER WET SEDIMENT BASIN SECTIONAL VIEW �I ERGENCY SPILLWAY 1 (SEE DETAIL) ------------BARREL 2' --- BARREL SLOPE 19:-------- BASIN LENGTH - 96' } PERMANENT WATER SURFACE ELEVATION Ti 6' 4' BASIN BOTTOM SLOPE (0.5% MIN.) EMERGENCY SPILLWAY DETAIL —RIP-RAP, 10-INCH D50 - GEOTEXTILE FABRIC - ILLWAY WIDTH 2' SAFETY FENCE (ALONG PERIMETER (AS NECESSARY SiROUNOFFER BASIN iNLEf RAP STABILIZATION oQ,�N CARo4l : 4ot�aS/py9 9 a SEAL { M 8`t 6)?� 7NOT PERMITTING ONLY. FOR CONSTRUCTION. W > , a z z z a LLI � V U W � V a0 z z zw� 0 Lt W Z 1-4 LLI Q � O A _j J Z co Oa z c O z V [-� w N z N W a =E 7s fi NONE DATE: 06-02-2023 PROJECT NUMBER 4226-20-041 FIGURE NO. 1 WET SEDIMENT BASIN PLAN VIEW .r.—.i.-----.�..—•—.—.ors•ar.—.—.—.—s—.—.—.—.—.—.—.—.—.—.—.—.—..r.—.—.—.r----. r.- r. MAINTENANCE ACCESS (AS NECESSARY) I 1 ; I I I A------ ------------ BOTTOM BASIN BASIN WIDTH I WIDTH 10' 46' -i-- - - -- ,— — — — — — — — — - — — — S I l EMERGENCY SPILLWAY- - o...._._._._. I ....._. .._._._._._._._._._ ................... r......_.r...._.. —. —. — BOTTOM BASIN ' BASIN LENGTH WET SEDIMENT BASIN - GENERAL NOTES 1. Sediment basins should not be placed in Waters of the State or USGS blue —line streams (unless approved by Federal Authorities). 2. Sediment basin's side slopes shall be seeded and, when necessary, stabilized with vegetative or synthetic matting to prevent the formation of rills and gullies. 3. Porous Baffles should be composed of coir—based materials or TRMs with a light penetration (open spaces) between 10-35%. These materials should not have loose straw. Silt Fence may not be used as Porous Baffles. 4. Install skimmer and coupling (as necessary) to riser structure at orifice along bottom of the principle spillway's riser structure. (Refer to skimmer manufacturer for installation procedures and skimmer specifications.) 5. Skimmer should be equipped with a mechanism, such as a rope, to allow easy access to skimmer to unclogged orifice or perform other necessary maintenance. 6. Stormwater runoff entering the basin must be directed into proper BMPs to prevent erosion along side slopes and to prevent scour at the basin's inlets. 7. An additional cleanout stake for the foreboy area is recommended and should be marked for cleanout at 50% of provided sediment storage. 8. The elevation of the emergency spillway should be at least 1 foot below the top of the embankment. The emergency spillway should not be located on fill material, when possible. Riprop and geotextile liner should be placed on all spillways that must be located on fill material. i I SAFETY FENCE (AS NECESSARY) /N CARC- 'irlplrV— y9r �� ►No "$ AR1) 6l7/z_3 FR PERMITTING ONLY. FOR CONSTRUCTION. WET SEDIMENT BASIN - INSPECTION AND MAINTENANCE 1. The key to a functional sediment .basin is weekly inspections, routine maintenance, and regular sediment removal. 2. Attention to sediment accumulations within the basin is extremely important. Accumulated sediment deposition should be continually checked and removed when necessary. 3. Remove accumulated sediment when it reaches 50% of the design sediment storage volume or 1/2 the height of the riser structure, whichever is reached first. 4. Removed sediment from the basin shall be placed in stockpile storage areas or spread thinly across he disturbed area. Stabilize the removed sediment after it is relocated. 5. inspections of sediment basins should be conducted once every calendar week and, as recommended, within 24—hours of each rainfall event that produces %—inch or more of precipitation. 6. All temporary sediment basins, which are not to be converted to a detention basin post —construction, should be removed within 30 days after final site stabilization is achieved. 7. Disturbed areas resulting from the removal of the sediment basin should be permanently stabilized and additional BMPs, such as silt fence, should be utilized to accept stormwater runoff from this disturbed area until final stabilization is reached. c a NF a w W ZI Z z � a a LU L z a a °Z 0-4z W w ViW�o In�Q z a 00v 0" Z E—� u Z z a C J A CA NONE DATE: 06-02-2023 PROJECT NUMBER 4226-20-041 FIGURE NO. 2 Action ID Number: SAW-2023-01655 County: Polk Permittee: Ameri-CON Materials Attn: Jason Deck Project Name: Lake Adger San Mine/Ameri-CON Materials Date Verification Issued: October 3, 2023 Project Manager: Brooke Davis 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: Brooke Davis Asheville Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 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. Signature of Permittee Date