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HomeMy WebLinkAbout19930350 Ver 1_COMPLETE FILE_19930507P, DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS P.O. BOX 1890 WILMINGTON, NORTH CAROLINA 28402-1890 IN REPLY REFER TO Regulatory Branch June 4, 1993 V Action ID. 199302597 - Nationwide Permit No. 12 (Utility Line Backfill and Bedding) and No. 14 (Road Crossing) Mr. Mark Sinksy 115 Kimberly Knoll Asheville, North Carolina 28804 Dear Mr. Sinksy: Reference your application of April 30, 1993, for Department of the Army authorization to construct two 8-inch sewer line crossings and one 6-inch water line crossing of Beaverdam Creek at your property located off Beaverdam Road in Asheville, Buncombe County, North Carolina. In addition, you proposed to replace a deteriorated timber bridge with a culvert. The projects have been reviewed by the NC Wildlife Resources Commission (WRC) for any potential impacts to trout waters. For the purposes of the U.S. Army 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 (NWP). 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. Authorization, pursuant to Section 10 of the Rivers and Harbors Act of 1899 and Section 404 of the Clean Water Act, was provided for fills for roads crossing waters of the United States (including wetlands and other special aquatic sites) provided: a. The width of the fill is limited to the minimum necessary for the actual crossing; b. The fill placed in waters of the United States is limited to a filled area of no more than 1/3 acre. Furthermore, no more than a total of 200 linear feet of the fill for the roadway can occur in special aquatic sites, including wetlands; C. The crossing is culverted, bridged or otherwise designed to prevent the restriction of, and to withstand, expected highflows and the movement of aquatic organisms; d. The crossing, including all attendant features, both temporary and permanent, is part of a single and complete project for crossing of a water of the United States; and r -2- e. For fills in special aquatic sites, including wetlands, the permittee notifies the District Engineer in accordance with the "Notification" general condition. Your work is authorized by these NWPs provided it is accomplished in strict accordance with the enclosed conditions, and those outlined in the attached May 17, 1993 WRC letters. This authorization does not relieve you of the responsibility to obtain any required State or local approval. Ihformation regarding issuance of a Section 401 Water Quality Certification may be obtained through Mr. John Dorney, Division of Environmental Management, at (919) 733-1786. 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. Questions or comments may be addressed to Mr. David Baker in our Asheville Regulatory office at (704) 271-4856. Sincerely, G. Wayne Wright Chief, Regulatory Branch Enclosures r- -3- 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 9 -John Dorney Water Quality Section Division of Environmental Management North Carolina Department of Environment, Health and Natural Resources Post Office Box 27687 Raleigh, North Carolina 27611-7687 NC Wildlife Resources Commission Mr. Mickey Clemmons Route 1, Box 624 Waynesville, North Carolina 28786 McGill Associates, P.A. Mr. Clayton R. Morrell Post Office Box 2259 Asheville, North Carolina 28802 State of North Carolina Department of Environment, Health and Natural Resources • • Division of Environmental Management r James B. Hunt, Jr., Governor ®? Nook Jonathan B. Howes, Secretary H N F1 A. Preston Howard, Jr., P.E., Director May 10, 1993 Mark Sinsky 115 Kimberly Knoll Asheville, N.C. 28804 Dear Mr. Sinsky: Subject: Proposed fill in Wetlands or Waters Road crossing and waer and sewer installation Buncombe County DEM Project # 93350 Upon review of your request for 401 Water Quality Certification to place fill material in 0.01 acres of wetlands or waters which are tributary to Beaverdam Creek for road crossing and water and sewer access located at SR 2053 in Buncombe County, as described in your submittal dated 5 May 1993, we have determined that the proposed fill can be covered by General Water Quality Certification No. 2664 and 2732 issued January 21, 1992. Copies of the General Certification are attached. These Certifications may be used in qualifying for coverage under Corps of Engineers' Nationwide Permit No.s 12 and 14. If you have any questions, please contact John Dorney at 919-733-1786 Sincerely, ston Howard, E. 93350.Itr ? Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office Asheville DEM Regional Office Mr. John Dorney Central Files Clayton Morrell, McGill Associates 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/ 10% post-consumer paper WGILL ASSOCIATES, P.A. DD CONSULTING ENGINEERS April 30, 1993 Mr. John Dorney D Water Quality Planning Division of Environmental Management North Carolina Department of Environment, LQ Health, and Natural Resources Post Office Box 29535 Raleigh, North Carolina 27626-0535 RE: Stream Crossings Beaver Creek Subdivision Dear Mr. Dorney: Please find attached for your review and approval the following items: 0100 ? 'nr,? 1. Seven (7) copies of the "joint form" (NWP 12 and NWP 14) signed and dated for a Section 401 certification for the subject project. 2. Location map of the overall project area. 3. Plan of each stream crossing area (waterline, sewer line, and bridge). 4. Details. Copies of this application form are also being sent to the United States Army Corps of Engineers, and the North Carolina Wildlife Resources Commission for their approval. If you have any questions, please do not hesitate to call Gary Davis or me. Sincerely, McGILL ASSOCIATES, P.A. CLAYTON R. MORRELL CRM:jIj Enclosures cc: Mark Sinsky Stan Boyd 93116/dorny30 P.O. BOX 2259 / 704/252-0575 / 38 ORANGE STREET ASHEVILLE, NC 28802 704/252-25'18 (FAX) ASHEVILLE, NC 28801 _,... DEM ID: 9,33,50 ACTION ID: Nationwide Permit Requested (Provide Nationwide Permit #): 14 JOINT FORM FOR Nationwide permits that require notification to the Corps of Engineers Nationwide permits that require application for Section 401 certification WILMINGTON DISTRICT ENGINEER CORPS OF ENGINEERS DEPARTMENT OF THE ARMY P.O. Box 1890 Wilmington, NC 28402-1890 ATTN: CESA V-CO-E Telephone (919) 251-4511 WATER QUALITY PLANNING DIVISION OF ENVIRONMENTAL MANAGEMENT NC DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES P.O. Box 29535 Raleigh, NC 27626-0535 ATTN: MR. JOHN DORNEY Telephone (919) 733-5083 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 ENVIRONMENTAL MANAGEMENT PLEASE PRINT. 1. Owners Name: Mark Sinsky 2. Owners Address: 115 Kimberly Knoll, Asheville, North Carolina 28804 3. Owners Phone Number (Home) 704/258-3818 (Work) 704/258-2288 4. If Applicable: Agent's name or responsible corporate official, address, phone number. Gary D. Davis, Project Manager McGill Associates, P.A. 38 Orange Street, Asheville, North Carolina 28801 (704) 252-0575 (office) 5. Location of work (MUST ATTACH MAP). County: Buncombe Nearest Town or City: _ A s h e v i l l e Specific Location (Include road numbers, landmarks, etc.): at intersection of Beaverdam Road (SR 2053) and Carter Cove Road in North Asheville. 6. Name of Closest Stream/River: Beaverdam Creek 7. River Basin: French Broad 8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS II? YES [ ] NO [X] 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: 0.3 11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project: Filled: .01 Drained: Flooded: Excavated: Total Impacted: - 01 MAY -619,% J 12. Description of proposed work (Attach PLANS-8 1/'-" X 11" drawings only): removal of exist ing timber bridge and rock w211ci rnnctrnrrinn of na* hrirlga rnlvart 13. Purpose of proposed work: Provide vehicle access to proposed project from Beaverdam Road 14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measures taken to minimize wetland impacts. Street access for project is on opposite side of creek Erosion control facilities - silt fence, check dam, minimum construction work area. 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 or proposed for listing endangered or threatened species or critical habitat in the permit area that may be affected by the proposed project. Have you done so? YES [ ] 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 maybe affected by the proposed project? Have you done so? YES[ ] NO [ X] 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 storm-water 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? -DEM ID:ACTION ID: Nationwide Permit Requested (Provide Nationwide Permit 9): 12 JOINT FORM FOR Nationwide permits that require notification to the Corps of Engineers Nationwide permits that require application for Section 401 certification WILN NGTON DISTRICT ENGINEER CORPS OF ENGINEERS DEPARTMENT OF THE ARMY P.O. Box 1890 Wilmington, NC 28402-1890 ATTN: CESAVJ-CO-E Telephone (939) 251-4511 WATER QUALITY PLA.NrNTQG DIVISION OF ENTVIRONIVIEN?AL MANAGEMENT NC DEPARTMENT OF ENVIRONMENT, HEALTH, _ AND P.O. Box 95? RESOURCES a Raleigh, NC 27626-0535 4g ATTN: MR. JOHN DORNEY MAY _ 5 (9' Telephone (919) 733-5083 ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO L LRS, SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRO N? PLEASE PRINT. 1. Owners Dame: Mark Sinsky 2. Owners Address: 115 Kimberly Knoll, Asheville, North Carolina 28804 3. Owners Phone Number (Home): 704/258-3818 (Work) 704/258-2288 4. If Applicable: Agent's name or responsible corporate official, address, phone number: Gary D. Davis, Proiect Manager McGill Associates, P.A. 38 Orange Street, Asheville. North Carolina 28801 (704)252-0575 (office) 5. Location of work (?MUST ATTACH MAP). Count),: Buncombe Nearest Town or City: Asheville Specific Location (Include road numbers, landmarks, etc.): at intersection of Beaverdam Road (SR 2053) and Carter Cove Road in North Asheville 6. Name of Closest Stream/Riven Beaverdam Creek 7. River Basin: French Broad 8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS E? YES [ J NO ['(J 9. Have any Section 404 permits been previously requested for use on this property? YES [ J NO [X] If yes, explain. 10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: 0.3 11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project: Fill td: Drained: Flooded: Excavated: . CV4 Total Impacted: .CV4 " 12. Description of proposed work (Anach PLANS-8 1/2" X I I" drawings only): Trenching an 8-inch sewer line at two locations, and trenching an 6-inch waterline at one location-across Beaverdam Creek 13. Purpose of proposed work: To provide water and sewer service to the owner 14. State reasons why the applicant believes that this activit), must be carried out in wetlands. Also, note measures taken to minimize wetland impacts. Access to utilities are on the ouoosite side of the stream. Erosion control facilities check dams mi--imn construction work area. 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 or proposed for listing endangered or threatened species or critical habitat in the permit area that may be affected by the proposed project. Have you done so? YES [ ) 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 [X ] RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS. 17. Additional information requircd 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? Pipeline collection and transvort to Metropolitan Sewerage District Treatnent plant. 4-3c)19? Owner's Signature Date MILL ASSOCIATES, P.A. CONSUI'ING ENGINEERS hkAk ASHEVILLE. NORTH CAROLINA O? / P co,r ROM gb `_p .V-K O Cy'j$j? D T "1 19 Q QW7 r ? vl vo cc J J a / t? siiWn ub 3n?arsv -'"'? ?d w O O O r- \ II ?\ w `\ w J ?\ Q \ U ' v) a a z 0 a U O J 6"X6"X6" TEE, BANK PROTECTION EMH L r 3 6" GATE VALVE & BOX WITH MEGA LUGS U.P /N/09' 38-, /3? PJDGE ASPH CARTER COV? ,ROAD 5 ? N C w `1? E.t.P. •? ?- A7 EfiH -N 14 g;7A r ?JI r - ? 5 - - -T -- - CANCREME-EK6AS -MEidT-- - I-t }--; -- ? I - L - - ;--? I '? _PR OP C -}-I I PROPOSED 1 EA_N 7t- tF -5-" -RES-TRA ED JOINT PIPE I D, I 6"-45' RESTRAIN?D-?C?Ib)'I?ENDS i UTUR I ! I Cij ,JII I ? ?? ?- . 1 ml I? 1 ?- ` ` JI `I)' 2?>o I I ?? U.P.L. ` pr I Lz? \ i I I \ ?? I I o I ¢ "z I >= J I ?FRM!£ BUIL7INC Q U.P.T. 1 I ?; 7 c_cmout--' U.P.L. ' i I I I ? W? \ I I I ;? I I i z C4 ?a \ I I `? i \ 1 1 I--? ? ??? ff 1 1 I # - /? { I 1 PROP 1 1 11? ?2"Bl PROPOSE, ?\ - I I ; WATER LINE pRnpncpca I I , ' -- ?J McGILL ASSOCIATES, "NA, CONSULTING ENGINEERS hkWkASHEVILLE, NORTH CAROLINA / / ? ? / i 1 1 < I ` I PROPO ED/ WATT,, METER TTINGS MH A. 311` 16 58'' E 00 \\ \\ _,.T-K. 0+65.00 LJt 1 P ?SPg 6 ?b? Rsl _ \ \ M NH0•L€ jr/%WATER-TI'GHT U .TE i a y 2? GATE,-\,\'A\ \ --2O-EASEME-N1l U..P EL FENCE ter , PROPOSED RIPRAP STREAM , °• - OF `°? BANK PROTECTION- - - --? \ FLOYD E. CARTER and wife STA. 10+00 00 LINE 1 LOUISE CARTER CONNECT TO EXISTING MANHOLE D.B.692 PG249 \? \ 9740.08-87-6629 4 E. CMRISTIANSEN 2 ').B.1503 PG.415 3740.08-88-5081 McGILL ASSOCIATES, PA_ CONSULTING ENGINEERS IS ASHEVILLE, NORTH CAROLINA 3?^ W i 4 ?? r / r r \ r r I ' I -r -- ll 1 I I `200 r- ? ?- ---.._ I I ?' - \ - PROPOSED 1 RTPRAP-GH.E DAM (T)P.) U.P.L. 1 I I i ? .r ? 7 STDRY I BILE BU6D1.1 Q '0 r \ \? _? =7 H - 1 ?K ?L'i I \ 511 - U.P.T. I I I j 0.EANOUT?? '_ ? ? 1 I 1 ; U.P.L. \ \ I i WCD . I . I z-K:o I l __ l2i . I I 1 I ' 1 21 5 ` 1 -PROPOSED -TQMPORARY FOR"-CQNSTF IFS \ I ' j 200 1- ?tJ 7 1- J PRr POsm RIPRX\P DITCH I , I ; 1 1 I ? 1 ' i 3 McGILL ASSOCIATES, P.A. N - N 01- 25' 29' CONSULTING ENGINEERS ANN ASHEVILLE, NORTH CAROLINA lo, L-T \ ------ "? P TS CEP (T)p 0 a d 4 /M CE PROP0 ED \\ \ ; ,? j / aMH RIPRA'P CHECK DAM (TYP 1.50 EAST _ ...i / 'OF UNE. /p iF EAST OF \ \ \ FLOYD E. CARTER and rife \ \ \ _ LOUISE CARTER D.B.692 PG.249 \ 9740.08-87-6629 1 LEON E. CHR1SMANSEN D.8.1503 PG.415 9740.08-88-5081 P.B27 M115, LOT I 4 McGILL ASSOCIATES P.A. CONSULTING ENGINEERS ?? ASHEVILLE, NORTH CAROLINA 10-+00.00 LINE 2 SUSAN DODD D.8.16B0 PG.125 J N ECT TO EXISTING MANHOLE 974D.DB-97-6734 R.L ZIMMERMAN and wife \ DOROTHY J. Z mmERMII? \ ? \ \ D.fl.1E74 PG.293 \ '.ELT 5740.DE-97=C934? oOZZ ` \ \ ALT SUFZ* AOE \ \ \ i 2 W 2175 ' 29' --4JOEJ 5-------- ` ?\\ \\ \ EN; \ PROPOD\ L 'SWYE 1? F 4" VC, ',32'W x 'L\ CONC\® -WYE, -O17T c PL G FOR BOX CUL R? -E- -S-E RVIC ; \ \i \\ I,?' ' ,I I I I I^ I i \ \\ ?1 ? ? 'I 1 I ; II [V I ,\ OSED -bW-OFF I I / 1 ? ? , ? I e .1 I ? ,, U.P. ? McGILL ASSOCIATES, P.A.. CONSUL71NG ENGINEERS AkWkA§HEVILLI!, NORtH CAROLINA SUSAN DODD D.B.1680 PG.125 9740.08-97-6734 R.L ZIMMERMAN and wife \ DOROTHY J. ZIMMERM? \ \ \ D.B.1674 PG.293 OCR \` \ \ --_U.P.ELT 9740.08-=r?934_ Z SURFr?CF ASP?AL? - - N 01- 25' 29" w 2175 1 PROPOSED \ ? 1 \ ?u?P. CONCRETE30X POSED i MPORAR? SEDI ENT SIN \ \ t CULVERT`WITH FOR--GQNSTRl71 0 WING WADS \ \ 9' A tY'L . \ I 'QPOS6D I I ? X1, ?'J ?? f ? ? ' ?iI II I U.P.TEL. ? II ? I U.P. L I l McGILL ASSOCUTESt P, 'As CONSULTING ENGINEERS hkAk ASHEVILLE, NORTH CAROLINA TOP OF STREAM BANK _-STREAM BANK-- D.I.P. SEWER LINE ................... .......... P : PRECAS: .......... ... ................... ............. :•:.:•: ............ WATER FLOW ' ............ : - CLASS A CONEE i :':.'rr..':.':.:': n ................ ............... . .............. RIP RAP . . .... .................. .......... .......... .-................ ................... ...... ....... ................... ............ ............... .............. __... ... ..................... ............. .. ... ............. ............... .................. .. . .. . . . . . . . . SANDBAGS ......... ....... . ........ ........... AT ANY ......... ......... OPENINGS ......... roro .......... OR .........• 20' MAX. SANDBAGS 20' MAX. ON FACE PLAN CLASS B SANDBAGS PRECAST RIPRAP ON FACE CONCRETE WATER LEVEL BARRIER WATER LEVEL SANDBAGS AT ANY OPENINGS STREAM BED D.I.P. SEWER LINE SECTION AA COFFER DAM DETAIL NOT TO SCALE NOTES 1. COFFER DAM WILL BE BUILT SO THAT APPROXIMATELY ONE-HALF (1/2) OF THE STREAM CHANNEL IS OPEN AT ALL TIMES. - 2. MATERIAL FROM THE STREAM BED SHALL NOT BE USED FOR COFFER DAM. - 3. NO EARTHEN MATERIAL SHALL BE USED FOR COFFER DAM OR PLACED IN STREAM FOR ANY REASON. 4. STREAM BED SHALL BE DISTURBED THE MINIMUM REQUIRED FOR INSTALLATION OF CABLE AND WALL BE RESTORED TO ORIGINAL CONTOURS WHEN WORK IS COMPLETE 5. ALTERNATIVE COFFER DAM MATERIAL TO BE APPROVED BY THE ENGINEER. MCGILL ASSOCIATES, P,A, -CONSULTING ENGINEERS ?? A$HEVILLE, NORTH CAROLINA A IURAI ROUND SECTION AA A 4-1 10' 6" OF #57 WASHED STONE 2'1 1 (18' MINIMUM THICKNESS) FILTER FABRIC BLANKET TEMP. 18" CMP FOR STREAM FLOW SANDBAGS /STREAM / BED FILTER FABRIC LCLASS B RIPRAP BLANKET (USE FOR STREAM BANK A PROTECTION AFTER 1-4 CONSTRUCTION) PROPOSED WATER LINE INSTALLATION RIPRAP FILTER DAM FOR WATER LINE CROSSING NO SCALE L 4' MIN.