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HomeMy WebLinkAbout19990262 Ver 1_COMPLETE FILE_19990324 State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary Kerr T. Stevens, Director A&W 0 NC ENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES April 1, 1999 Haywood County DWQ Project # 990262 APPROVAL of 401 Water Quality Certification Town of Canton P.O. Box 987 Canton N.C. 28716 Dear Sirs: You have our approval, in accordance with the attached conditions, to impact acres of wetlands or waters for the purpose of constructing water and sewer improvement, New Found Interchange- I-40 in Canton, as you described in your application dated 11 March 1999. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification'Number 3101. This Certification allows you to use Nationwide Permit Number12 when the Corps of Engineers issues it. In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification. This approval is only valid for the purpose and design that you described in your application. If you change your project, you must notify us and send us a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification. This approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General Certification. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John Domey at 919-733-1786. Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office Asheville DWQ Regional Office Mr. John Dorney Central Files Vann Waters; McGill Associates 990262.1tr Division of Water Quality • Environmental Sciences Branch Environmental Sciences Branch, 4401 Reedy Creek Rd, Raleigh, NC 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper j' r McG A S S O C I A T E S March 11, 1999 Mr. David Baker U. S. Corps of Engineers PAYMENT RECEIVED 151 Patton Avenue 401 ISSUEL Room 143 Asheville, North Carolina 28801-5006 Re: Water and Sewer Improvements Newfound Interchange - I-40 Town of Canton Haywood County ?N01133S Aiidn 83Ed Dear Mr. Baker: dnovs Sow uim Please find enclosed a set of 8 1/2" x 11" drawings for the above refe ` 8V project showing a proposed aerial crossing of Beaverdam Creek with a proposed e? line for the Town of Canton. Also enclosed is a completed and signed application Please note that the elevation of the existing sewer line and the ground elevation - along the proposed route limited the design of the sewer line. An erosion control plan has been filed with the North Carolina Department of Environment, Health and Natural Resources, Land Quality Section, and is currently being reviewed. Seven copies have also been forwarded to the N.C. Division of Environmental Management for review. Please contact Mike Waresak or myself if there are any questions on the project or if additional information is required. Sincerely, McGILL ASSOCIATES, P.A. VANN WATERS Enclosures Cc: Mr. John Dorney w/ enclosures Mr. William G. Stamey Mr. Roger Lyda Storrow198505/db 1 I ma9. doc Engineering • Planning • Finance McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801 704-252-0575 • FAX 704-252-2518 A DEM ID: Nationwide Permit Requested (Provide Nationwide Permit #): ACTION ID: JOINT FORM FOR Nationwide permits that require notification to the Corps of Engineer Nationwide permits that require application for Section 401 certification WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNING CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGEMENT DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT, HEALTH, P.O. Box 1890 AND NATURAL RESOURCES Wilmington, NC 28402-1890 P.O. Box 29535 ATTN: CESAW-CO-E Raleigh, NC 27626-0535 Telephone (919) 251-4511 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. Owner's Name: Town of Canton 2. Owner's Address: Post Office Box 987, Canton, North Carolina 28716 3 Owner's Phone Number (Home): --------- (Work): (828) 648-2363 If Applicable: Agent's name or responsible corporate official, address, phone number: N/A 4 5. Location of work (MUST ATTACH MAP). County: Haywood Nearest Town or City: Specific Location (Include road numbers, landmarks, etc.): Near Beaverdam Road (SR 1613), off exit 311-40 6. Name of Closest Stream/River: Beaverdam Creek 7. River Basin: Pigeon ] 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 the project site: < 0.01 acre Canton 11. Number of acres of waters of the U.S., including wetlands. Impacted by the proposed project: Filled: Drained: Flooded: Excavated: < 0.01 acre Total Impacted: < 0.01 acre 12. Description of proposed work (Attach PLANS - 8 1/2"X 11" drawings only: Aerial crossing of creek with sewer line 13. Purpose of proposed work: Provide sewer service to area currently without any sewer lines 14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measures taken to minimize wetland impacts: Elevation and location of existing sewer line and topography of 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 [ RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO THE CORPS. 16. You are required to contact the State Historical Preservation Office (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 [s] RESPONSES FROM THE SHPO SHOULD BE FORWARDED TO THE 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 perfonned by a consultant, include all data sheets relevant to the placement of the delineation line D. If a stornlwater management plan is required for this project, attach copy. E. What is land use of surrounding property? Residential and pasture F. If applicable, what is proposed method of sewage disposal? Treatment by Champion WWTP C, C Owner's Date 8" GRAVITY SEWER P 4. TO CANTON _. r EAST BIXlND 8" GRAM SEWER PROPOSED CREEK CROSSING Imv-"Am 8` GRAVIT SEWER WATER LINE 8" GRAVITY SEWER SEWER PUMP STATION EX[T 31 8" WA 4" F( MAIN 8" WATER oAawNr ortrve ? LINE se'sse(ASPNU? NN 8" GRAVITY g£.A SEWER TO LtROJECT. LOCATION MAP NOT TO scnLe ? APPLICANT: TOWN OF CANTON P.O. BOX 987 CANTON. NORTH CAROLINA 28716 PROPOSED CONSTRUCTION: CONSTRUCTION OF NEW 8-INCH SANITARY SEWER LINE WITH AERIAL CROSSING OF BEAVERDAM CREEK LOCATION: OFF SR 1613 (BEAVERDAM ROAD) NEAR UNDERPASS OF INTERSTATE 40 COUNTY:. STATE: HAYWOOD NORTH CAROLINA PROJECT: NEWFOUND ROAD INTERCHANGE WATER AND SEWER SYSTEM IMPROVEMENTS TOWN OF CANTON ADJACENT PROPERTY OWNERS: 1. CHAMPION INTERNATIONAL CORPORATION 55 BROAD gntwr WN ASIMVII.LI'„ NC PH. (704) 232-0575 PAX (704) 252-2518 McGil' A S S O C I A T E SCALE: 1"= 50' DATE: MARCH. 1999 1 SHEET 1 OF 5 380' t TO 1-40 UNDERPASS ?r TBM:CHISLED SQUARE ON SOUTH WEST J c\ CORNER OF THE SOUTH WEST END OF CONCRETE GUARD RAIL EL=2634.76 PROPOSED 40 LF DIP LONG SPAN PIPE ? + BEAVERDAM A FH TOP=2625.87 EXl$r G SMH INV=2621.22 IN INLET INV=2621.27 PVC WITH 4" VENT PIP 5i STA. 12+ CONC.R/W MON. N 678881.0473 E 861021.6097 PROPOSED 50 LF 16" DIA. STEEL ENCASEMENT PIPE--s -?? N 47' 40' 48" E SR 7613 84310 (ASPHAI-r) BRANCH UP \ • '?'I 118in.SYC. 0'-- 0--=£••ANA R/W MON. f cH N 878??6 42?Q? I E 861100.7297 RRY 70 STA. 10+00 PROPOSED /! CONNECT TO EXISTING / MANHOLE - REWORK i INVERT AS REQUIRED / / z/ i/ca / / Cb 15in.WALNUT cc ' zzzzz z 1 0i i.WALNUT t S 57' 04' 18" E 209.09' STA. 12+09.09 Pf MANHOLE PROPOSED CONCRETE PIERS PROPOSED z ? 25 s.y. RIPRAP BANK ' IRON IRON PROTECTION EACH PROPOSED SIDE OF CREEK PLAN INSTALL 50 LF SILT SCALE: 1"= 50' i FENCE TOP OF CREEK BANKS / APPLICANT: TOWN OF CANTON P.O. BOX 987 CANTON, NORTH CAROLINA 28716 PROPOSED CONSTRUCTION: CONSTRUCTION OF NEW 8-INCH SANITARY SEWER LINE WITH AERIAL CROSSING OF BEAVERDAM CREEK LOCATION: OFF SR 1613 (BEAVERDAM ROAD) NEAR UNDERPASS OF INTERSTATE 40 COUNTY: I STATE: HAYWOOD NORTH CAROLINA SCALE: 1 "= 50' DATE: MARCH, 1999 SHEET 2 OF 5 PROJECT: NEWFOUND ROAD INTERCHANGE WATER AND SEWER SYSTEM IMPROVEMENTS TOWN OF CANTON ADJACENT PROPERTY OWNERS: 1. CHAMPION INTERNATIONAL CORPORATION 55 BROAD snmT • ASFHP;alJg. WC Px (704)) 252-057-5 ,RA) c70d) 252 2518 A S S O C I A T E PROFILE SCALE: HORIZ. 1 50' VERT. 1 5' 10+000 w F4 I- w w W 00 Q ? - _ to N Z O Q NN 0 ?O>Z Vw? o ca + w O ?-' Z0-4- a. o a H -Z XI R a. V? / .-r w() APPLICANT: TOWN OF CANTON P.O. BOX 987 CANTON. NORTH CAROLINA 28716 w w a w U O U 0 (/) 0 O w H 0- U) PROPOSED TRANSITION COLLAR w 1-1 1 00 O 0 0 .NM 04 0) c*4 ONN ?O ? C-4 W+WOZ aT-www 0 a -1OZZ . IZ In 1-- ?..... PROJECT: NEWFOUND ROAD INTERCHANGE WATER AND SEWER SYSTEM IMPROVEMENTS TOWN OF CANTON ADJACENT PROPERTY OWNERS: PROPOSED CONSTRUCTION: CONSTRUCTION OF NEW 8-INCH SANITARY SEWER LINE WITH AERIAL CROSSING OF BEAVERDAM CREEK LOCATION: OFF SR 1613 (BEAVERDAM ROAD) NEAR UNDERPASS OF INTERSTATE 40 COUNTY: STATE: HAYWOOD NORTH CAROLINA SCALE: 1"= 50' DATE: MARCH, 1999 SHEET 3 OF 5 40 LF DIP LONG SPAN PIPE NOTE: NO LONG SPAN JOINT IN CREEK 1. CHAMPION INTERNATIONAL CORPORATION 55 BROAD STREET MtMrV ).F NC M%40d) sus l s Z11AMcGill A S S O C I A T E 12" - 18" CLASS B RIPRAP ON 1-1/2 - 2 : 1 SLOPE EXISTING BANK (TO BE RESLOPED do STABILIZED) 1?/2-2 \ STREAM LEVEL !111 ? - - --? - - VARIES 6" - 12" FILTER FABRIC MIRAFI-1 140N OR EQUAL __?/ I EXTEND RIPRAP A MINIMUM OF 12" BELOW STREAM BED RIPRAP BANK PROTECTION DETAIL 2" STEEL ANGLE POST SET MIN. 18" SYNTHETIC FILTER FABRIC INTO GROUND ATTACHED TO POSTS WITH APPROVED FASTENERS. PLACE POST ON UPHILL SIDE OF FENCE. FILTER 10' MAX. FABRIC 24" GROUND MIN. -! v u II EXCAVATE 8"x8' TRENCH UPSLOPE ALONG LINE II II II OF POSTS. EXTEND FILTER FABRIC INTO TRENCI u j BACKFILL TRENCH AND COMPACT SOIL u NOTES: 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIAM I I FILTER FABRIC SHALL BE AFTER EACH RAINFALL AND DAILY DURING II RAWALL. REPAIR SHOULD BE MADE AS NECESSAR II BACKFILLED A MIN. OF 8 2. FABRIC SHALL BE REPLACED PROMPTLY IF FOUND V TO BE IN DISREPAIR. STANDARD SILT FENCE 3. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER APPROXEACH LY?1N/5 MHfiD(CHy T OF BADEPOSITS RRIER REACH APPLICANT: TOWN OF CANTON P.O. BOX 987 CANTON, NORTH CAROLINA 28716 PROPOSED CONSTRUCTION: CONSTRUCTION OF NEW 8-INCH SANITARY SEWER LINE WITH AERIAL CROSSING OF BEAVERDAM CREEK LOCATION: OFF SR 1613 (BEAVERDAM ROAD) NEAR UNDERPASS OF INTERSTATE 40 I COUNTY- STATE: HYYVnf)n I NORTH CAROLINA SCALE: 1"= 50' 1 DATE: MARCH. 1999 SHEET 4 OF 5 PROJECT: NEWFOUND ROAD INTERCHANGE WATER AND SEWER SYSTEM IMPROVEMENTS TOWN OF CANTON ADJACENT PROPERTY OWNERS: 1. CHAMPION INTERNATIONAL CORPORATION McGi*ll A S S O C I A T E XT a: ZQI FAST JOIIT OR EQUAL DUCTLLE IRON PIPE PIER FOOTM PIER STRAP (SEE DETAL THIS 91EET) PLAN DUCTLE IION PPE STRAP A AN01M (SEE DETAL THIS S#ET) E ?EOOES (aitPj i' .,? .? . ???; /S TIES 9 r O.C. ' ?•??. CONCRETE PER j 1,41 PIER FOO `. r, ?.??! /B?s T2" dCE TIC a 4 -1116: 0 !0.T DIA.. lAc Rolm 1. ANOIdt I0.K Ai0 SIRMS SIIML BE QALVN11LE0 OR STAiAEii Sk7D. i OALYANUID STmL OR IRQI CAN K usm 1 FOR PIPE 2t NO LAM M UN C DW OMTL 4. NOIFS TO K DRUM K STRM. S. PROVIDE T SMI UIOFA SWAP *9N OMT SIMP IS P{Mm OOVII TIOIT. PIPE STRAP FOR PIERS -..w ???v ?ASIIfOt CONCRETE PAD TO K . DONS IF OW MIX NOT FOLMD. Eli ? T'-C O.C. ARdII I X--VPPREDRRSET 00163 um "am 11. Comol E SHALL ATTAlm A coww SIVE STRENDTN OF SOOO KTIE EitiO A° NCHM T :IS ro SECTION 2 PSI ALL CO?PK'f?ETE sl?w, ANO. SVLL KAOT ? IIIR Ca ? TE *Tv o a ~ACP AED ORQIT STSIEM. AND DET.IVEREO M AOCORONKE BATH THE REQUFAMIDITS OF ASTY DESIQNATIDN C". 1 SEE STRAP/ANONOR DETALS FOR ADDITIONAL IIFORIIATIOIL CONCRETE PIER DETAIL APPLICANT: TOWN OF CANTON P.O. BOX 987 CANTON. NORTH CAROLINA 28716 PROPOSED CONSTRUCTION: CONSTRUCTION OF NEW 8-INCH SANITARY SEWER LINE WITH AERIAL CROSSING OF BEAVERDAM CREEK PROJECT: NEWFOUND ROAD INTERCHANGE WATER AND SEWER SYSTEM IMPROVEMENTS TOWN OF CANTON ADJACENT PROPERTY OWNERS: 1. CHAMPION INTERNATIONAL CORPORATION LOCATION: OFF SR 1613 (BEAVERDAM ROAD) NEAR UNDERPASS 55 BROAD MEW ASBEVnIA C ) -0575 OF INTERSTATE 40 FI FAX (704) 252-2518 COUNTY: STATE: !mmcGil HAYWOOD NORTH CAROLINA A S S O C I A T E SCALE: 1 50' DATE: MARCH. 1999 SHEET 5 OF 5 ENGINEERING- PLANNING-,'