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HomeMy WebLinkAbout19950781 Ver 1_Complete File_19950728State of North Carolina Department of Environment, Health and Natural Resources Division of Environmental Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director 4 ° o July 31, 1995 Burke County DEM Project # 95781 APPROVAL of 401 Water Quality Certification Mr. Stephen Moore District Engineer NC DOT Route 1, Box 169-C Marion, N.C. 28752 '' Dear Mr. Moore: You have our approval to place fill material in 0.03 acres of wetlands or waters for the purpose of replacing/extending pipes at SR 2025 (Youngs Creek Road), as you described in your application dated 24 July 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. 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 Environmental Management under Section 401 of the Clean Water Act. If you have any questions, please telephone John Domey at 919-733-1786. Sincerely, Pr , d, Jr. P Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office Asheville DEM Regional Office Mr. John Domey Central Files 95781.1tr 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 ?? ? ?d „a STA7t °? ? 5-7F 1 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT, JR. DIVISION OF HIGHWAYS R. SAMUEL HUNT II I GOVERNOR SECRETARY Rte. 1, Box 169C Marion, NC 28752 July 24, 1995 Burke County Mr. Steve Chapin U. S. Army Corps of Engineers 151 Patton Avenue Room 143 Asheville, N. C. 28801-5006 Subject: SR 2025 - Youngs Creek Road 1995-1996 Rural Paving Priority Nationwide Permit Request Dear Mr. Chapin: M70GiVID JUL 2 81995 ENVIR0NNEN1f1L SOIGVOES BRANCH 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 2025 Youngs Creek Road in Burke County. Youngs Creek Road is a 1995-1996 rural paving priority project. The road is presently 14 to 16 feet wide. We plan to pave the road 18 feet wide and increase the typical section. The proposed typical section is also attached. Grading will be light to moderate. The project begins at SR 1924 and continues in an easterly direction for 1.5 miles. We propose to replace/extend four (4) pipes which carry a live stream at survey stations 10 + 00; 32 + 10; 43 + 25 and 49 + 75. By a copy of this letter, we are asking Stephanie Goudreau, North Carolina Wildlife Resources Commission Mountain Region Coordinator, to comment directly to you concerning the nationwide permit request. $ Page 2 Burke County SR 2025 - Youngs Creek Road Also, by a copy of this letter, I am sending seven (7) copies of this application package to the Division of Environmental Management. Your earliest consideration for this request would be appreciated. If any further information is needed, please advise. Cordially, E.F Stephen A. Moore, P. E. District Engineer District 1, Division 13 SAM/GRW:cal Attachments cc: Mr. W. D. Smart, P. E. Mr. E. D. Zimmerman Ms. Stephanie Goudreau Mr. Eric Galamb ACTION ID: _ DEM ID: NATIONWIDE PERMIT APPLIED FOR (PROVIDE NATIONWIDE PERMIT #): JOINT APPLICATION FORA FOR XATIONWIDE 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: N• C.. 'De-Dar+he)n+ O T facnSnOrT?L OYI 2. OWNERS ADDRESS: t!?'\• C.. 3. OWNERS PHONE NUMBER (HOME): 4. IF APPLICABLE. N W'S AME OR RESPONS PHONE NUMBER: P,,P_ s_P'. v 5. LOCATION OF PLANNED WORK (ATTACH MAP). NEAREST TOWN OR CITY: SPECIFIC LOCATION (INCLUDE ROAD-*UMBERS, (WORK) : -1 Oy-(S2- 334L4 CORPORATE OFFICIAL,,ADDRESS, Y2 , Fes, E. v ?.ANDM,A$KS ETC. '? NL L . 6. NAME OF CLOSEST STREAM/RIVER: s ?< I-A 7. RIVER BASIN: 8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HOW, ORW, WS I, OR WS II? YES [ ] NO 9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY? YES ( ] NO IF YES, EXPLAIN. 10. ESTIMATED TOTAL NUMBER OF ACRES OF WAT?•0 YE U.S., INCLUDING WETLANDS, LOCATED ON PROJECT SITE: 3/30/92 -2- 11. NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, IMPACTED BY THE PROPOSED PROJECT: ^ icl.Z FILLED: DRAINED: FLOODED: EXCAVATED: TOTAL IMPACTED: O 3 V?'?J 12. DESCRIPTION OFO PROPOSED WO (ATTA H PLAN 4 t D? 10?00 + S 49+15i .? sate (-DOA 13. PURPOSE OF PROPOSED WORK: y- O\J I a 14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS. ALSO NOTE MEASURES T N TO MINI ZE WETLAND IMPl?CTS . ? N Q rp O _l-? 1 n' r ^- " f?l . 1 C\ KA P A C I l Y•P -(? S U G 0US r'l o- r D? 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 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? W O OLLal(-M F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? t7 1 2-1 lqs OWNER'S SIGNATURE DATE PROJECT R20.Z U? ?'e" Rd' COUNTY t) YG1? R/W Sheet 2 of Z.5 TYPICAL SECTION -? D 12 'A/ 9' .1 1 S I Pavement PER FT. SLOPE R/W ??• / ABC Compacted A. FILL SLOPE. 1 r p ,ABC Loose 8. SHOULDER SLOPE TONS (DRIVES). STONE BY C. DITCH SLOPE TONS (INTERS.) TONS (ROAD) D. CUT SLOPE. f, •' TONS (TOTAL) Sheet 3 of Z 3 FULL SUPERELEVATION I .DEL OF PAV'T. IS PROFILE GRADE r FILL SUPERELEVATION I SECTION-EE 2/3 SUPERELEVATION I 2/3 SUPERELEVATION P.C. OR P. T. SECTION-DD SUPERELEVATION I NORMAL CROWN NORMAL CROWN SECTION-CC LEVEL NORMAL CROWN _ SECTION-BB NORMAL CROWN I f-NORMAL 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 SHEET -L? aF L2 L EUE/YD FDW 60 20 61 IMM DAY/CAS 21503 ffl#Pdlf&l S//T 49112 TS D 215.05 TZINPDIiml 011IM5/D/1/ ?TD 89.E D/ [, /IppOr wfY S/LT FZX 890.05 Tj-1v1P4PR1 SLO1DZ-,0 1* w/E1ifTHBE/1ff 2?Sa2 SlY Alf 9//4/ TyPZ- B 89510 T?/{?1PDrPAi?yiPOCK sl?T CH?Cif' Tffz-B 892.02 T??Po???Y?oc?s?Oir?EyTo??l TJ'r°? 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