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HomeMy WebLinkAbout19960970 Ver 1_Complete File_19960930State of North Carolina Department of Environment, Health and Natural Resources Division of Water Quality James B. Hunt, Jr., Govemor Jonathan B. Howes,Secretary A. Preston Howard, Jr., P.E., Director APPROVAL of 401 Water Quality Certification Mr. Stephen Moore N.C. Dept. of Transportation Route 1, Box 169C Marion, NC 28752 Dear Mr. Moore: 17'"' ED EHNF1 October 18, 1996 Rutherford County DWQ Project # 960970 You have our approval to place fill material in 0.02 acres of wetlands or waters for the purpose of improving SR 1154, as you described in your application dated 25 September 1996. 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 Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786. ston Howard, Jr. P.E. Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office Asheville DWQ Regional Office Central Files 960970.1tr 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 JAMES B. HUNT JR. GOVERNOR '&01 ?Ssueo '? 9 6 0 9 7 0 M.a STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS GARLAND B. GARRETT JR. Route 1, Box 169C SECRETARY Marion, NC 28752 September 25, 1996 X996 Rutherford County ?ON Mr. Steve Chapin U.S. Army Corps of Engineers 151 Patton Avenue Room 143 Asheville, NC 28801-5006 Subject: Nationwide Permit Request SR 1154 J. J. Guffey Road 1996-1997 Rural Priority 29 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 1154, J. J. Guffey Road, in Rutherford County. Lawing Road is presently 14 to 16 feet wide. We propose 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 1145 and continues in a westerly direction to NC 108 a distance of 1.13 miles. We propose to extend/replace one pipe with a live stream at survey station 58+80. 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. Also, by copy of this letter, I am sending seven copies of this application package to the Division of Environmental Management. 2-0 r Mr. Steve Chapin Page 2 - SR 1154, J. J. Guffey Road September 25, 1996 Your earliest appreciated. advise. consideration for this matter would be If any further information is needed, please Cord i>lly, .ell Stephen A. Moore, P.E. District Engineer Dist. 1, Div. 13 SAM/GRW Attachments cc: Mr. W. D. Smart, P.E. Mr. G. R. Spangler Mr. Eric Galamb Ms. Stephanie Goudreau DEM ID: ACTION ID: NATIONWIDE PERMIT APPLIED FOR (PROVIDE NATIONWIDE PERMIT fl : 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 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",_;NC27626-0535 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-D,IVISION OF ENVIRONMENTAL MANAGEMENT: PLEASE PAINT. f 1. OWNERS NAME : ,OG?Lj'Y' M e /? T 0 T<'Q•v. 0 r1a Ti o n/ 2. OWNERS ADDRESS: S. OWNERS PHONE NUMBER (HOME): (WORK):, -7611-6 S 2.-- 3 yT 4. IF APPLICABLE: A ENT•S NAME O RESPONSIBLE COP PHONE NUMBER: G> re-rc vU?-e G n G 5. LOCATION OF PLANNED WORK TT CH MAP) U TY: NEAREST TOWN OR CITY: ? ?SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, DMA J, J. /. / .3 m l . ATE OFFICIAL,,ADDRESS, let, ETC.):_ _ 6. NAME OF CLOSEST STREAM/RIVER: - 7. RIVER BASIN: grp 8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, 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 WATERS OF THE U.S., INCLUDING WETLANDS, LOCATED ON PROJECT SITE: G• O 2 P 1 3/30/92 -2- 11. NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, IMPACTED BY THE PROPOSED PROJECT: FILLED: (J• C;/ DRAINED: FLOODED: EXCAVATED: TOTAL IMPACTED: © , O 12. DESCRIPTION 13. c 14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE CARRIED OUT Ip WETLANDS. ALSO, NOTE MEASURES TAKEN TO 0711 I)7_?E WETLAND IMPACTS. ? Ag 4,449 0 I' 441?Y.?.?4 -A I_ real // re--f R.-, d TC /) , All &ICA 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 [x] 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,[ j 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? yyoc7 Q (,o (J F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? tglz5lgl OWNER'S SIGNATURE DATE • PROJECT J J CT u j COUNTY e???rG -- - TYPICAL SECTION-- R/` R/W - J' . Pavement Yt?PER FT. SLOPE A. FILL SLOPE. 8. SHOULZER SLOPE '. C. DITCH SLOPE D. CUT SLOPE. ABC Canpacted ABC Loose STONE BY TONS.. (DRIVES). TONS (INTERS . ) TONS (ROAD) TONS (TOTAL) I e ( f FULL S RELEVATION OF PAYI LS PROFSE GRAM FULL SUPERELEVATION 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 BROWN SECTION-BB moRMAL CROWN ` MAL CROWN SECTION-AA aucc v ? i 2 LANE PAVEMENTS Ideally, 2/3 of superelevation is obtained at P._C. or P. T. as shown on Section - DD Example: STANDARD METHOD FOR OBTAINING SUPERELEVATION if maximum superelevation is +.of-0tangent 6, the is +.-.04 at the point of curve or point .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. 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