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HomeMy WebLinkAbout19930701 Ver 1_COMPLETE FILE_19930823DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS r P.O. BOX 1890 WILMINGTON, NORTH CAROLINA 28402-1890 2 IN REPLY REFER TO September 20, 1993 Regulatory Branch Action ID 199303969 and Nationwide Permit No. 12 (Utility Line Backfill and Bedding) City of Greensboro c/o Mr. Richard Huffman Post Office Box 3136 Greensboro, North Carolina 27402 Dear Mr. Huffman: Through coordination with Mr. Daniel Pritchett of Jamestown Engineering Group, Inc. (consultant for site), we have learned of your plans for the proposed Lynwood Lake sewer outfall project located off Lynwood Drive adjacent to an unnamed tributary to Little Alamance Creek (Lake Lynwood), Greensboro, Guilford County, North Carolina. Reference is also made to the site visit conducted on July 15, 1993, by Mr. John Thomas of the Raleigh Regulatory staff at the site of the proposed sewer outfall project. The purpose of the site visit was to review plans for the aforementioned project, and to inspect the site for waters and wetlands subject to Department of the Army permitting authority. The site visit revealed and the plans/profiles for the aforementioned project provided with a notification application form showed that you propose construction for the aforementioned sanitary sewer below natural grade within a 40' construction easement adjacent to an unnamed tributary to Little Alamance Creek (Lynwood Lake). Also your plans and profiles show other sections of proposed sewer outfall either located on high ground or elevated over waters of the United States without discharge of fill into regulated areas. For the purposes of the Corps of Engineers' Regulatory Program, Title 33, Code of Federal Regulations (CFR), Part 330.6, published in the Federal Register on November 22, 1991, lists nationwide permits. Authorization, pursuant to Section 404 of the Clean Water Act, was provided for the discharge of material for backfill or bedding for utility lines, including outfall and intake structures, provided there is no change in pre-construction contours. Your work is authorized by this nationwide permit provided it.is accomplished in strict accordance with the enclosed conditions. Please be aware that this authorization does not relieve you of the responsibility to obtain any other required or local approval. You should contact Mr. John Dorney, North Carolina Division of Environmental Management, (919) 733-1786, to obtain the necessary Section 401, Water Quality Certification prior to starting work. -2- This verification will be valid for 2 years from the date of this letter unless the nationwide authorization is modified, reissued, or revoked. Also, this verification will remain valid for the 2 years if, during that period, the nationwide permit authorization is reissued without modification or the activity complies with any subsequent modification of the nationwide permit authorization. If during the 2 years, the nationwide permit authorization expires or is suspended or 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 12 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. Thank you for your time and cooperation. If you have any questions, please contact Mr. Thomas, Raleigh Regulatory Field Office, telephone (919) 876-8441. Sincerely, G. Wayne Wright Chief, Regulatory Branch Enclosure -3- Copy Furnished (with enclosure): Jamestown Engineering Group, Inc. C/o Mr. Daniel Pritchett 101 Depot Street Post Office Box 365 Jamestown, North Carolina 27282 Copies Furnished (without enclosure): Mr. John Parker North Carolina Department of Environment, Health and Natural Resources Post Office Box 27687 Raleigh, North Carolina 27611-7687 Mr ohn Dorney ater Quality Section Division of Environmental Management North Carolina Department of Environment, Health and Natural Resources Post Office Box 29535 Raleigh, North Carolina 27626-0535 Regional Office Manager North Carolina Department of Environment, Health and Natural Resources 8025 North Point Boulevard Winston-Salem, North Carolina 27106 ' State of North Carolina Department of Environment, Health and Natural Resources Division of Environmental Management James B. Hunt, Jr., Governor Jonathcxn B. Howes, Secretary A. Preston Howard, Jr., P.E., Director August 27, 1993 City of Greensboro Richard Huffman Water and Sewer Dept. P.O. Box 3136 Greensboro, N.C. 27402 Dear Mr. Huffman: = 7t:1 Now ID EHNR Subject: Proposed fill in Wetlands or Waters Sewer line installation to Hunter's Ridge Subdivision Guilford County DEM Project # 93701 Upon review of your request for 401 Water Quality Certification to place fill material in 0.18 acres of wetlands or waters which are tributary to Little Alamance Creek for sanitary sewer installation located at SR 3632 in Guilford County as described in your submittal dated 20 August 1993, we have determined that the proposed fill can be covered by General Water Quality Certification No. 2664 issued January 21, 1992. A copy of the General Certification is attached. This Certification may be used in qualifying for coverage under Corps of Engineers' Nationwide Permit No. 12. If this Certification is unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this Certification. This request must be in the form of a written petition conforming to Chapter 150B of the North Carolina General Statutes and filed with the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. Unless such demands are made, this Certification shall be final and binding. 1786. If you have any questions, please contact John Dorney at 919-733- Sincerely, Pre ston oward, (T4. P. E. 93701.1tr Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Raleigh Field Office Winston-Salem DEM Regional Office 44,T . John Ddf-E Central Files P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 FAX 919-733-2496 An Equal Opportunity Affirmative Action Employer 50% recycled/ l0% post-consumer paper DEM M: q,!nL ?V 1 ISSUED ACTION ID: Nationwide Permit Requested (Provide Nationwide Permit #): JOINT FORM FOR Nationwide permits that require notification to the Corps of Engineers Nationwide permits that require application for Section 401 certification WILNUNGTON DISTRICT E?i 1GDEM CORPS OF ENGINEERS DEPARTMENT OF THE ARMY P.O. Box 1890 Wilmington, NC 28402-1890 ATTN: CFSAW-CO-E Telephone (919) 251-4511 WATER QUALITY PLANNING DIVISION OF ENVIRONMENTAL 31 NC DEPARTMENT OF ENVIRONM AND NATURAL RESOURCES P.O. Bor. 29535 Raleigh, NC 27626-0535 ATTN: MR. E e Telephone (919) 7334M 10701P AUG 2 01993 ....?... _..LL ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF EIS VIRONMENTAL MANAGMdENT. PLEASE PRINT. 1. Owners Name: City of Greensboro 2. Owners Address: Post Office Box 3136, Greensboro, N. C. 27402 3. Owners Phone Number (Home). NSA (Work): 919-373-2065 4. If Applicable: Agent's name or responsible corporate official, address, phone number. Richard Huffman, Water and Sewer Department Post Office Box 3136 Greensboro, N. C. 27402 (919)373-2065 5. Location of work (MUST ATTACH MAP). County. Guilford Nearest Town or City: Greensboro, N. C. Specific Location (Include road numbers, landmarks, etc.): Along Lynwood Lake and Southeast of the cul-de-sac on Hunter's Ride Drive S R No 3632 6. Name of Closest Stream/River.. Little Alamance Creek 7. River Basin. Haw or Cane Fear - 8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS II? YES [X] NO [] 9. Have any Section 404 permits been previously requested for use on this property? YES [ ] NO [X] If yes, explain. 10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: 56.9 11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project: Filled: 0.07 Flooded: - Excavated: 0.11 Total Impacted: 0 .18 - f2. Description of proposed work (Attach PLANS-8 1/2" X 11" drawings only): Laying sanitary sewer pipe line across tributary creeks. Relocating approximately SO L.F. of drainage ditch away from route of pipe line. 13. Purpose of proposed work: To provide sewer service to Hunter' s Ridge Subdivision, a development with failing subsurface disposal systems. 14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also note measures taken to minimize wetland impacts. At the sewer outfall parallels Little Alamance creek, the creek tributaries must be crossed. 15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Service (NMFS) regarding the presence or any Federally listed orproposed for listing endangered orthreatened species or critical habitat in the permit area that may be affected by the proposed project. Have you done so? YES [ J NO (X] RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS. 16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence of historic properties in the permit area which may be affected by the proposed project? Have you done so? YES [ ] NO [ ] RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS. 17. Additional information required by DEM: ; A. Wetland delineation map showing all wetlands, streams, and lakes on the property. B. If available, representative photograph of wetlands to be impacted by project. C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the delineation line. D. If a stormwater management plan is required for this project, attach copy. E. What is land use of surrounding property? Residential _ ' F.. If applicable, what is proposed method of sewage disposal? Transport to City of Greensboro IV Owner's Signature OTHERWISE NOTED. OOT WIDTH IN ALL 34PORARY CONSTRUCTION MATERIAL WITHIN THESE :ES REMAIN UNDAMAGED ERENCE. AND MAY NOT HALL BE THE RESPONSIBILITY rABLISHING ANY APPLICABLE NOTE No. 10). VSIDE DROP N co cd 4m 4. w- O < Z N W W Z J LLJ PROP MH LL-8 STA 14+98.62 65 S.Y. RIP-RAP AT SHORELINE F F i?_9 \ CONCRETE PADS PROP MH LL-9 LOT 35 STA 15+71.43 / 234 =14 -38' LOT 34 HARD 0 ANTI-SEEP i PIPE COLLAR (TYP) / 45' , MAPLE 60' TEMPORA! ?- CONSTRUCTION EAS z ERMANENT EASEMENT ,i' MAPLE ? LOT 33 CT TREE R VAL (TYP) / 12' PINE ,r OI&Ry PROP MH 1 STA 18+8( A 135 =18' 7p?a S O? F ?F Eipp \ 24 ? Pl? IIMMEE-1 j =1 HIM=_�= E=_M__ tt � CC_� -_ I Ji__=_ C. CC CC =_ 2:1. fi llIMISIMI ==tttttttC== 1iMMEMEN 441 LOT 29 LOT 27 E5"(?81.1?+ c??Nr??L 2tP- tZo !iY. t77-BEGIN _ ING & GRUBBING PROP MH LL-13 END CLEARING do GRUBBING STA 24+OOf LYNWOOD LAKE NWL=729.4 HWL=738.0 (SEE GENERAL NO' LOT 28 JAMESTOWN ENGINEERING GROUP, INC. CONSULTING ENGINEERS 101 DEPOT PLACE P.O. BOX 365 /? r E L JAMESTOWN, N.C. 27282 inc. Telephone (919) 886-5523 DESIGNED BY REVISED DETAILED BY BM'S 'ERIC' CHECKED BY W&S CONTR. PAVING CONTR. T PS 28-92 TEMPORARY W RCP CONSTRUCTION\ ACCESS EASEMENT LOT 131 (VACANT) PROP MH LL-16 STA 33+05.78 263' 47' 4r RSWRELINE ?CONTRACTOR SHALL 45 S. Y. REMOVE\REPLACE 15' CONSTRUCTION BRICK RETAINING WAI EASEMENT PROP MH LL-17 o STA 33+77.76 WOODED 8a 211' 24' Or SERVICE ASSEMBLY (TYP) I if 40 ° 15 G° END CLEARING ATP;72 & GRUBBING STA 33+35f 12' APPLE \ RIP RAP SHORELINE 1.5 ABOVE NWL (75 S.Y.f) WALL ENDS \ \ WALL BROKEN 20' OAK F; RAMP ANTI SEEP PIP E COLLAR PDOCK DOCK (TYP) 30' MAPLE PROP 1 STA 3! 113' !0 33+00 34+00 35+00 LOT 123 PROP MH LL-21 STA 43+11.22 LOT 124 183. 49' 22' LOT 122 CHAIN LINK FENCE --? COG S?D X215 EGIN CLEARING de GRUBBING CREEK CROSSING TA STA 44+20f 30 S.Y. CLASS 1 RIP-RAP ?y N RIP-RAP CHECK DAM ANTI SEEP SHED + M COG STD 215 PIPE COLLAR (ON BLOO C (TYP ) mo Z I - H W W W W - DOS , :3 - o c MUMMMUM AN GP0 0 GE OF CONCRETE DOCK 15" RCP RIP-RAP SHORELINE RETAINING WALL 18' ABOVE NORMAL WATER LEVEL. 90 S.Y.(f) 40' s0' CALF 1"=40' SCALE: 1'=4' N- 1. ALL MANHOLE FRAME AND COVERS SHALL BE COG STD No. 2058 Z. THE LOCATION OF SERVICE LINE ASSEMBLIES ARE APPROXIMATE ALL SERVICE LINE TIE-INS AT MANHOLES SHALL BE PROVIDED W CONNECTIONS (AS DETAILED ON SHEET No. ZO) FROM THE INDIC) BENCH. ALL SERVICE LINES SHALL BE INSTALLED AT A MINIMUM IB=C�' �� ,� 0 NONE: WOODED 4?3 u EIP 2-STY FRAME , \ CO?c O EXIST. REALIGN/RIP-RAP DRAINAGE DRAINAGE CHANNEL CHANNEL \ C.O.G. STD. 214 70 S.Y.f --N\ 1 EIP • , tJ? C.O.G. STD. 214 °• . DITCH CROSSING'. 65 S.Y.f MH HR-1 LIMITS OF TEMPORARY STA 3.1-44.38 CONSTRUCTION EASEMENT 118' 55' 45' EXIST LIMITS OF NEW 20' UTILITY PERMANENT UTILITY ti0 \ EASEMENT EASEMENT HUt4TGrzs lZIDGE OU-rF4LL 54CLA)C . UMIT5 OF NEW 20" PERMANENT UTILITY n i SEE EASEMENT w u t u