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HomeMy WebLinkAbout19951288 Ver 1_Complete File_19951218State of North Carolina Department of Environment, Health and Natural Resources Division of Environmental Management James-;',. Hunt, Jr., Governor Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director APPROVAL of 401 Water Quality Certification Mr. Stephen Moore District Engincer Route 1, Box 169-C Marion, N.C. 28752 Dear Mr. Moore: XF ID FE F=1 December 28, 1995 McDowell County DEM Project # 951288 You have our approval to place fill material in 0.01 acres of wetlands or waters for the purpose of replacing/eatending pipe along SR 1549 ( Rutherford Road), as you described in your application dated 13 December 1995. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 2735. This certification allows you to use General Permit Number 031 when it is issued by the Corps of Engineers. 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 you may be required to send us a new application. For this approval to be valid, you must follow the conditions listed in the attached certification. In addition, you should get any other federal, state or local permits before you go ahead with your project. 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 Environmental Management under Section 401 of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786. Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Asheville. Field Office Asheville DEM Regional Office Mr. - John Dorney Central Files Sincerely, stoXnH d, fir. P. P 951288.1tr 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 s 0uw tiA STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMEs B. HUNT JR. DIVISION OF HIGHWAYS GARLAND B. GARRETT JR. GOVERNOR SECRETARY Rt. 1, Box 169C Marion, NC 28752 December 13, 1995 McDowell County Mr. Steve Chapin U.S. Army Corps of Engineers 151 Patton Avenue, Room 143 Asheville, NC 28801-5006 Subject: Nationwide Permit Request SR 1549 Rutherford Road 1995-1996 Rural Paving Priority Dear Mr. Chapin: I am attaching a straight line diagram with erosion control plan, an application form for a nationwide permit, and a county map section relative to the paving of SR 1549, Rutherford Road, in McDowell County. Rutherford Road is presently 14 to 16 feet wide. We plan to pave the road 18' wide and increase the typical section. The proposed typical section is also attached. Grading will be light to moderate. The.project begins at US 70 and continues in a westerly direction for 1.13 miles. We propose to replace/extend one pipe that carries a live stream at survey stations 15+65. By a copy of this letter, we am asking Stephanie Goudreau, North Carolina Wildlife Resources Commission Mountain Region Coordinator, to comment directly to you concerning the nationwide permit request. Also, by a copy of this letter, I am sending seven (7) copies of this application package to the Division of Environmental Management. Mr. Steve Chapin Page 2 - SR 1549, McDowell County December 13, 1995 Your earliest consideration for this request would be appreciated. If any further information is needed, please advise. Cordially, Stephen A. (Tony) Moore, P. E. District Engineer Dist. 1, Div. 13 SAM/GRW:meb Attachments cc: Mr. W. D. Smart, P.E. Mr. R. Y. Barlow Ms. Stephanie Goudreau Mr. Eric Galamb ACTION ID: _ DEM ID: NATIONWIDE PERMIT APPLIED FOR (PROVIDE NATIONWIDE PERMIT #): JOINT APPLICATION FORM FOR NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO CORPS OF ENGINEERS NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE NATIONWIDE PERMITS THAT REQUIRE INDIVIDUAL SECTION 401 CERTIFICATION WILMINGTON DISTRICT ENGINEER CORPS OF ENGINEERS DEPARTMENT OF THE ARMY P.O. BOX 1890 WILMINGTON,' NC 28402-1890, ATTN: CESAW-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: 2. OWNERS ADDRESS: -- 3.i OWNERS PHONE NUMBER (HOME): (WORK): 709-652 4. IF APPLICABLE: AGENT'S N OR RESPONSIBLE CORPORATE OFFICIAL,, ADDRESS, PHONE NUMBER: ?- ( C 5. LOCATION OF PLANNED WORK (A 'J ??? COUNTY: TTACH MAP)• NEAREST TOWN OR CITY: b O S ECIFIC LOC TI CLUD ( N ., t RQ?1D NUMBERS, LANDMARKS, ET H: / 1 , o T J1- ro 1 1 X r? I?G? ` 6. NAME OF CLOSEST STREAM/RIVER: C I o 1 A l h 7. RIVER BASIN: 8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW, WS I, OR WS II? YES [ ] NO r ] 9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY? YES [ J NO IF YES, EXPLAIN. •10. ESTIMATED TOTAL NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, LOCATED ON PROJECT SITE: 3/30/92 _ e f t s 11. NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, IMPACTED BY THE PROPOSED PROJECT: .FILLED : C). o c.re .S DRAINED: FLOODED, EXCAVATED: TOTAL IMPACTED : O •(3 L ( n??/r wJJ M tCH PLANS) : rQ l/?e t w? WL ti 12. DESCRIPTION OF PROPOSED WORK (A7 13. 14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS. ALSO,.NOTE MEASURES TAKEN TO MINIMIZE ,{WETLAN IMPACTS. ) a P ?? G2 t,4ui- ti a" Y nn 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 K NO ( ) 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 ( J 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. / l?v` /y? E. WHAT IS LAND USE OF SURROUNDING PROPERTY? w&?1 F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? OWNER'S SIGNATURE DATE PROJECT SR?Sy?1 ?uT?PX"C4??G( R COUNTYG DOHA( `1 Sheet 2 of _1 - - TYPICAL SECTION R/W R/... . i Pavement • o ,?.l:I5LOPIC PER FT. SLOPE A. FILL SLOPE. ?2- ' ABC Compacted AEC Loose B. SHOULDER SLOPE -- TONS (DRIVES). ' S'T'ONE BY C. DITCH SLOPE . . . L TONS (INTERS.) / TONS (ROAD) D. CUT SLOPE. L ?2' TONS (TOTAL) Sheet 3 of i9 FULL SUPERELEVATION I DEL OF PAV'T. IS PROFILE GRADE - f/ FIAT SUPERELEVATION I SECTION-EE 2/3 SUPERELEVATION I 2/3 SUPERELEVATION II P. C. OR P. T. 'SECTION-DD SUPERELEVATION = I NORMAL CROWN NORMAL CROWN I SECTION-CC LEVEL NORMAL BROWN SECTION-BB NORMAL CROWN I ORMAL CROWN 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 srD.*- 215: 03 syE?T of oESC?e??riow sYM,Bol- 7LsiZr orrc? TS D YELLOW _ _ _ .__EC• DUR/NG_CLEAR/?/?if?iRUBB/?l? OPERA[IONS ---_===RACK .OUTLET OF LPE - -- ----- - -- -(_W_rdf_h-__?ack: df :fhe o??let end fid be #lnne5 _.e. LQlne er pjpe a ncl . _tQ p?re? Into e-X15 Ng d ?fc h) _ _ ?,,,. Sheet 5 40 f -! 9 E- Al- 7-0 01 J .10 rAIOVI-Z? Om . y? ? . v 1 I SJ? ?. i ?l?IiV?rl ?T?? aai»ud RU7"Nl='.ef l-0 - O T ? 4 \r i 4 ?-p ?' Po U.? ? 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