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HomeMy WebLinkAbout19990546 Ver 1_Complete File_19990528State 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 NC ENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES June 10, 1999 Rutherford County DWQ Project # 990546 APPROVAL of 401 Water Quality Certification Stephen Moore NC DOT Rte 1 Box 169C Marion, NC 28752 Dear Mr. Moore: You have our approval, in accordance with the attached conditions, for the purpose of road improvement; as you described in your application dated May 28, 1999. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3099. This Certification allows you to use Nationwide Permit Number 030 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. 276 1 1-7447. 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 Domey Central Files Sincerel , Stevens 990546.1tr 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 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±-- D E N R Division of Water Quality Environmental Sciences Branch 4401 Reedy Creek Road Raleigh, N.C. 27607 FAX:(919) 733-9959 [FAX TO: 6;w,,. boW I FAX NUMBER: Pte- - c_-?9i FROM: hn ?r+s s9 PHONE: 715 NO. OF PAGES INCLUDING THIS SHEET: z ell CZI ®awn+? STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. E. NORRIS TOLSON GOVERNOR SECRETARY May 26, 1999 Mr. John Dorney NC Department of Environment And Natural Resources PAYMENT Division of Water Quality RECE`IVEQ 4401 Reedy Creek Road Raleigh, North Carolina 27607 Subject: 401 Water Quality Certification SR 1359, Carpenter Road Rutherford County Dear Mr. Dorney: I am attaching (7) seven copies of a completed Division of Water application and check # 6051 in the amount of $200.00. If other information is need, please advise. Your earliest consideration to this matter would be appreciated. Cordially, Stephen A. Moore, P. E. District Engineer District 1, Division 13 SAM:grw Attachments cc: W. D. Smart, P. E. Route 1, Box 169C, Marion, North Carolina, 28752 STATE of NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. E. NORRIS TOLSON GOVERNOR May 24, 1999 Mr. Steve Chapin US Army Corps of Engineers 151 Patton Avenue, Room 143 Asheville, NC 28801-5006 Subject: SR 1359, Carpenter Road 1999-2000 Paving Project Rutherford County Dear Mr. Chapin: SECRETARY I am attaching a straight line diagram with erosion control plan, a completed Division of Water Quality application form, and a county map section relative to the paving of SR 1359, Carpenter Road in Rutherford County. Carpenter Road is presently 16-18 feet wide. We plan to pave the road 18 feet wide and increase the typical section. The typical section is also attached. Grading will be moderate to heavy. The project begins at SR 1351 and continues in a northerly direction for a distance of 2.34 miles to SR 1331. We propose to extend six culverts (1) extend 36" culvert 20 feet at survey station 17+25, (2) extend 72" culvert 30 feet at survey station 44+70, (3) extend the 36" culvert 20 feet at survey station 62+10, (4) extend the 60" culvert 31 feet at survey station 77+90, (5) extend 48" culvert 21 feet at survey station 98+28 and (6) extend the 60" culvert 26 feet at survey station 122+35. At these locations, we will maintain upstream and down stream pre- construction channel widths and depths for bedload self-scouring and aquatic life migration. We will preserve indigenous plants where practical for planting along the stream banks. We will utilize mats to line the disturbed stream banks. We will also use natural substrate to line the bed of the disturbed channel. Route 1, Box 169C, Marion, North Carolina, 28752 1' Mr. Steve Chapin Page 2 - SR 1359, Rutherford County May 24, 1999 By copy of this letter, we request Mark S. Davis, North Carolina Wildlife Commission Mountain Region Coordinator, to comment directly to you concerning the nationwide permit request. By copy of this letter, I am sending seven (7) copies of this application package to the Division of Water Quality. Your earliest consideration for this request would be appreciated. If any further information is needed, please advise. Cordially, t. Stephen A. Moore, P. E. District Engineer District 1, Division 13 SAM/grw Attachments cc: Mr. W. D. Smart, P. E. Mr. L. R. Watkins, P. E. Mr. Mark S. Davis Mr. John Dorney Route 1, Box 169C, Marion, North Carolina, 28752 DWQ ID: - CORPS ACTION ID: _ NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 26_ PRE-CONSTRUCTION NOTIFICATION APPLICATION FOR NATIONWIDE PERMITS THAT REQUIRE: 1. NOTIFICATION TO THE CORPS OF ENGINEERS 2. APPLICATION FOR SECTION 401 CERTIFICATION 3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN D COPIES MUST BE SENT TO THE NC DIVISION OF WATER QUALITY, ATTN• JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC 27607. PLEASE PRINT OR TYPE. 1. OWNER'S NAME: North Carolina Department of Transportation 2. MAILING ADDRESS: Route 1 Box 169C SUBDIVISION NAME _ CITY: Marion STATE: NC ZIP CODE: 28752 PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE): 3. TELEPHONE NUMBER: (HOME) _ (WORK) 828-652-3344 IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: Stephen A. Moore. P. E. District Engineer Route 1. Box 169C Marion. North Carolina 28752 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: Rutherford - NEAREST TOWN: Bostic SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) SR 1359, Carpenter Road, from SR 1351 to SR 1331, a distance of 2.34 miles 6. IMPACTED OR NEAREST STREAM/RIVER: East Branch RIVER BASIN: Broad River 7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY (WS-I OR WS-II)? YESX NO ? IF YES, EXPLAIN: _ (b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NO X (c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? _ t . 8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROJECT? YES ? NO X IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): _ (b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES ? NO X IF YES, DESCRIBE ANTICIPATED WORK: _ (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 14 acres (b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 0 acres (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: 0 EXCAVATION: 0 FLOODING: 0 OTHER : 0 DRAINAGE : 0 TOTAL ACRES TO BE IMPACTED: 0 (b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION: LENGTH BEFORE: 167 FT AFTER: 315 FT WIDTH BEFORE (based on normal high water contours): FT AVERAGE DEPTH BEFORE: _ FT AFTER: _ FT (b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: _ PLACEMENT OF PIPE IN CHANNEL: X CHANNEL EXCAVATION: _ CONSTRUCTION OF A DAM/FLOODING: _ OTHER: 11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF. THE WATERSHED DRAINING TO THE POND? _ WHAT IS THE EXPECTED POND SURFACE AREA? _ 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY) SR 1359, Carpenter Road, from SR 1351 to SR 1331, a distance of 2.34 miles. We propose to extend six culverts (1) extend 36" culvert 20 feet at survey station 17+25, (2) extend 72" culvert 30 feet at survey station 44+70, (3) extend the 36" culvert 20 feet at survey station 62+10, (4) extend the 60" culvert 31 feet at survey station 77+90, (5) extend 48" culvert 21 feet at survey station 98+28 and (6) extend the 60" culvert 26 feet at survey station 122+35. _ 13. PURPOSE OF PROPOSED WORK: To provide a safety paved road to the traveling public 14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS) The existing length of pipe is not adequate for the proposed typical section. Usual measures such as rip- rap, silt fences and check dams to minimize impact. 15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF 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. DATE CONTACTED: 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. DATE CONTACTED - 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF PUBLIC (STATE) LAND? YES NO X? (IF NO, GO TO 16) (a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT? YES ? NO (b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT. QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH, NORTH CAROLINA 27603-8003, TELEPHONE (919) 733-6369. 18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO WETLANDS: (a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE I INCH EQUALS 50 FEET OF I INCH EQUALS 100 FEET OF THEIR EQUIVALENT. (b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS. TO BE IMPACTED BY PRODUCT. (c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. (d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED. (e) WHAT IS LAND USE OF SURROUNDING PROPERTY? woodland (f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? _ SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE. NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO: 1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, 2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY CERTIFICATION, AND 3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT PROGRAM, May 24, 1999 OWNER'S/AGENT'S SIGNATURE DATE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED). v? t c\ o o. P. ;{? /,: M1 / _:?.l\.x r30 ?/ O -?'( 1 ??- % ,? ?aoo ?cn •?J \ ??\\ i a , u- ??.? OY i \ Q?' !r \. N vim, 0. 1.52 o . 1r ? ,;.. / N n ,i o 1L ,.121_ / - o x \ ` Irr/:NRD , • \ ? ? _ O ? ?\ ; ? ?' \ i ?Q ?? - / `.? /?p?? ?/?aerso ? ?i/i1 ?fao? • I rsc -Jl ? _aao_oe r xll: I ? ._ ?__ ? ?? °-? ' \ J ; _ ?? ` 3°<t ux_? d j \Z?r.l ,; i? .? --//(AJ?j.?( ?. '" "/ )•.?/ _- ..?'I to ?rl f; AI ?\ ° l ?? // o"o z 0 a?j Cx_ ,' > ? . Shingle Hollow h \• r-.-•e- ` ! ,PI eye n ? Y ??? ? 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IIII IA e / ?v ?. o `? mo 1060_1- % N I=I a o°. ?? ?- yyoEJf. xeo t y L\, , \\`,. / ? /.O ?ry,f n ',a . 88 xe2 J a 962' o' u Cem Pleasant Grove _ u?---? on- x n fi ?\ •-? !C}L 1 2 \? p° / \ \ ? ? 960 II I(/ ? } ~ ? _?. 60 P ?.:/ c .. \ x i,, g0 111. ?• \ f F _?\,- - / \ \ Q \ ?L' 9 e°o •ry -? :Ce wCem Pleasant Hill d / Cm SECONDARY ROAD PAVING PROJECT COUNTY: Rutherford SHEET 1 OF 3Z TOWNSHIP: Gilkev PROJECT: SR 1359, Carpenter Road LENGTH: WORK TYPE: grade, drain, base, pave, erosion control LOCATION: From SR 1351 to SR 1331 12,348 feet, 2.34 miles RURAL PRIORITY #: 17 SUBD/RESID. PRIORITY #: R/W WORK ORDER NO: 6.892511 CONSTRUCTION W. O. NO. DATE: 3/2/99 SCALE: 1"=50' DRAWN BY: DGM NOTES AND PROVISIONS PERTAINING TO STRAIGHT LINE DIAGRAM 1. Assigned right of way agent needs to verify all property owners. Property owners shown on the straight line diagram are taken from tax maps only. 2. Fences to be moved off the right of way and reset off right of way by the Department of Transportation crews. Any new materials, posts, wire, etc.. to be supplied by the property owner. 3. Existing asphalt or concrete drives to be tied in with asphalt if the existing driveway is within 20 feet of proposed centerline. See any exceptions on straight line diagram. 4. Driveway pipes to be furnished and installed as needed by Department of Transportatio crews in existing driveways. 5. Existing water lines, sewer lines, drain lines, etc., under road project to be adjusted by Department of Transportation as needed during construction. Property owners to supply all materials and release Department of Transportation from any liability. 6. Underground utility lines to'be located by owner. Lines to be adjusted by owner as needed, otherwise retain. 7. Note proposed right of way markers shown on straight line diagram. 8.' Please inform property owners that cuts and fills could exceed proposed right of way. 9. The erosion plan should be used for erosion control purposes only. Ulu I. !?J Page 1 10 ff, ?,?grr99,9 N PROJECT ? G1 COUNTY TYPICAL SECTION R/W So R/W Pavement io?? /:lSLdPF LOPE T PER FT. S ?2- cted ABC C A F I L L SLOPE. c mpa . ' e L 1 ABC Loose STONE BY B. . SHOULDER SLOPE TONS (DRIVES). C DITCH SLOPE . . . L", TONS (INTERS.) . TONS (ROAD) D. CUT SLOPE. l 2 TONS (TOTAL) FULL SUPERELEVATION I -t OF PAV'T. IS PROF LE GRADE I/ fU15UPERELEYATIDN - I SECTION-EE 2/3 SUPERELEVATION I 213 SUPERELEVATION I P. C. OR P. T. SECTION-DD SUPERELEVATION = I NORMAL CROWN NORMAL CROWN , SECTION-CC LEVEL NORMAL ZROWN SECTION-BB NORMAL CROWN I j NORMAL CROWN I SECTION-AA STANDARD METHOD FOR OBTAINING SUPERELEVATION 2 LANE PAVEMENTS Ideally, 2/3 of superelevation is obtained at P. C. or P. T. as shown on Section - DD Example: if maximum superelevation is +.06-06, the superelevation at the point of curve or point of tangent is +.04-.04 .06 x 2/3= .04 Superelevation for 18' Pavement .02 0.4' E.P. to E.P. .04 0.7' E.P. to E.P. .06 1..1' E.P. to E.P. .08 1.4' E.P. to E.P. Normal Crown -0.2 Sheet 4 of '32 EROSION CONTROL PLAN SHEET Generally, the order of installation of the erosion control measures will be as follows: Temporary silt basins shall be installed before clearing and grubbing begins. Silt fences and temporary silt ditches shall be installed after clearing and before grading. Temporary stone ditch checks shall be installed as soon as ditch line is established. Pipe outlet and inlet protection will be done as soon as the pipe is installed. Seeding and other permanent erosion control measures are to be implemented as soon as practical. Temporary rock silt checks (type B) will be spaced as required by percent of grade as described on page VI-16 in the Erosion and Sedimentation Guidelines. No. 5 stone, or equivalent, will be used in conjunction with temporary rock silt check Type-B in locations where water is leaving the project or entering a pipe. l11A0 Silt basin (Type B) are designed forU&cubic feet per acre every storm event and cleaned out when half full. rock a+ tie o??let end -ro be 3times -f-heiQm?fer of the pipe oncl -?apere? Into exlStrNg dffch) _ """ - Sheer ? o ? 3z --gip/N. ------ - -------------------- ---------- - - - --- --------------?X/ST/NG I)/TGH r- -- -'- ----.. ...- - ----- .. EXIST //t/C ?/'CH -s???Ar`^ ?• . - - - _ - - - a G V - - In A" r 600 C41 -17 ?ryEckE r? ?VE,ey SroRfr FV5A1 A/va G'LE?9NED otfT TEN fi?i9LF F!/LL - 3? To SCAC E IV 07- 2' 1 LENGTf/ of o1sr&,eBeD AREr." ?6`' /! ; ?- ?/r/ _ %" LE.vGT.y DF ?/STU.?BE? 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