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HomeMy WebLinkAbout19940291 Ver 1_Complete File_19940328State of North Carolina Department of Environment, AT:W?FA 4W Health and Natural Resources 4 Division of Environmental Management James B. Hunt, Jr., Governor Jonathan B. Howes, , Secretary C A. Preston Howard, Jr., P.E., Director April 4, 1994 Mr. Roger Cates NC DOT P.O. Box 1460 Boone, N.C. 28607 Dear Mr. Cates: Subject: Proposed fill in Wetlands or Waters Road Improvements, SR 1315 Avery County DEM Project #94291 We have reviewed your request for 401 Water Quality Certification to place fill material in 0.1 acres of wetlands or waters which are tributary to Whiteoak Creek for road improvement located at SR 1315 in Avery County as described in your submittal dated 24 March 1994. Based on this review; we have determined that the proposed fill is covered by General Water Quality Certification No. 2735. A copy of the General Certification is attached. This Certification is necessary for coverage under Corps of Engineers' General Permit No. 0.31. This action completes DEM's review under Section 401 of the Clean Water Act. If this Certification is unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this Certification. This request must be in the form of a written petition conforming to Chapter 150B of the North Carolina General Statutes and filed with the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. Unless such demands are made, this Certification shall be final and binding. If you have any questions, please contact John Dorney at 919-733-1786. Sincerely, L eston oward, r. P.E. 94291.ltr Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office Asheville DEM Regional Office Mr. John Dorney Central Files l 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 ,sc'?)VD JAMES B. HUNT, JP- GOVERNOR DIVISION OF HIGHWAYS P.O. Box 1460 Boone, N.C. 28607 March 24, 1994 Mr. Steve Chapin U.S. Army Corps of Engineers Room 75, Grove Arcade Bldg. 37 Battery Park Avenue Asheville, N.C. 28801 Dear Mr. Chapin: MR28ft R. SAMUEL HUNT III SECRETARY The Department of Transportation is scheduled to grade, drain, base, and pave along the existing roadway of SR 1315 February Road in Avery County as soon as the necessary permits are obtained. Due to the need to replace several pipes carrying streams and the proximity of tributaries to a trout stream, we are requesting a 404 Nationwide Permit. I am sending a joint application form, proposed typical section of the road, a straight line sketch with the proposed erosion control, notes on pipe installation, general notes on erosion control, plan drawings and cross sections of proposed encroachments in trout stream buffer zones, and a marked map. By copy of this letter, I am requesting Mr. Christopher Goudreau, N.C. Wildlife Resources Commission Biologist, to comment directly to you concerning the 404 Nationwide Permit request. Since a request will be made for a temporary encroachment in the trout water buffer zone, I am also requesting Mr. Goudreau to comment directly to me concerning the Trout Water Buffer Zone Encroachment. Also, by copy of this letter, I am requesting authorization to proceed under Section 401 of the Clean Water Act from the Division of Environmental Management. We would like to begin construction as soon as possible. If further information is required, please let me know. Your early review and consideration will be greatly appreciated. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION R 0*1 ' tip Page 2 Mr. Steve Chapin SR 1315 February Road March 24, 1994 Yours truly, Roger Cates, P.E. District Engineer RC:JMB Enclosure cc: Mr. Christopher Goudreau, District 8 Fisheries Biologist Mr. Richard Phillips, P.E., Regional Engineer, DEHNR Mr. Eric Galamb, Water Quality Certification Unit, DEM Mr. W.E. Hoke, P.E., Division Engineer Mr. Neil Trivette, Area Roadside Environmental Engineer Mr. Martin Bolick, County Maintenance Engineer r DEM ID: ACTION ID: NATIONWIDE PERMIT APPLIED FOR (PROVIDE NATIONWIDE PERMIT #): JOINT APPLICATION FORK 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, HEALTis 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 Etiti -;Z0,* MziTAL MANAGEMENT. PLEASE PRINT. 1. OWNERS NAME:. Al. C . DEAA9-77M C- IV i 6A 79A0 5 PQRT1920 A) 2. OWNERS ADDRESS: 3. OWNERS PHONE NUMBER (HOME): ( WORK) : 704- 26S- 538 O 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: Rbr P-R C A TrsS+81F, PrS ghx- &t,& t) dam)6+ A!c Z0607 7D4 - 5- E'?f? 5. LOCATION OF PLANNED WORK (ATTACH MAP). COUNTY: AVERY NEAREST TOWN OR CITY: 61 EW L-4A) d SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): 52 /3/S _9CAf?U 4O q ROAD 6. NAME OF CLOSEST STREAM/RIVER: 7-Ri AUTdR 4 LU I rEOaK cQ EE 7. RIVER BASIN: FRENcu' lg Rn a n 8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS'TROUT, SA, HQW, ORW, WS I, OR WS 127 YES [ 1(] No (. 9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY? YES ( J NO [x] IF YES. EXPLAIN. 10. ESTIMATED TOTAL NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, LOCATED ON PROJECT SITE: L 0.1 ACRE 3/30/92 -2- 11. NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, IMPACTED BY THE PROPOSED PROJECT: FILLED: DRAINED: FLOODED: EXCAVATED: AMC- TOTAL IMPACTED: O.1 A CK & 12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS): EEPLACC SEV gAI CARRYING STR Amc AND a/DRlr N A2 A rglAaTa/t y 7V A Tit hf 13. PURPOSE OF PROPOSED WORK: 74'#S GdO.e.C /S Ap/tr OF q ry,tOPO Ed D /EP -70 oAfillyf T Ba E aN PAVE sR l ? 1 E? uae u 20 An 14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS. 7yo ,r wardFp R ACACE"A/S AQE N6CresgAV TD i /rr?e .rle'Q/irY OF P/.Dice a.v ALSO T1uE E"S/D-V CO ROL ME 4R ES /aS . ,Sx/OA/N ON SIC AA0W S,4WAO AJr/N/M/aG LNE444,d4 / PgCtS, 1S. 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 [ J NO [Xj 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 [X] 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? . BFS'/DENTI IMF L F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? - OWNER SIGNATURE DATE r 1 6"413(: COMPACTZM BS i SPl.IT SEAL NOr TO ScAL-c FROyvt l3oP To RPPRox/ri?wray 6T.4 2--,-f -..s - 1!0' FROM f}PPROtCMIMTELy 67A 25+2S TO E'OP - ?-¢ PR0 Po5 Eo TYPICAL 9014DWPr9 SEcTiorV rust to" AhU t;W-m t -aloy tt?lrlYtt)t, l'fLAN t'tt?i bCl. ? . 7 Z 2 Z 31 rtc)Ah sp t 3 i C; tanrt•x AvER4 t4 I Ar'PWVEU Cotitlty MiI rlterl??lce Eery I Meet etr r ?1glneer orb sjc3e ?:11vltoll f I?1ePr .Sld..k bgguULU.itl 246.03 946.0$ 09J.01 090.05 P46.01 24?V 092,04 895.10 002.11 092.09 897.111 097,02 094.61 245,04 896.01 896.02 096.03 as! see h1?1'E._1-i - 2 q- q T9lthpotary Slit Ultctr taMporary Diverslon •l••t••.1...?a1?llii:ltl•,cl.: ,,,,?? Tethpotaty Silt ret7ce i UP -`' Teifiputery Slope brain with perch berlrt 8111113001 Type A ? ..:...... ••••1.t1•:iliAM ,. litleit11••ll• 3111 basin type S _ a t.tt :i....::1:11...... Ype.. Tampbtary mock Silt check 1' :-.A ...lii::: Tempota?y I'1ock Silt Check Type-13 ` 0mpermty dock Sediment barn type-A ill. Uttipotaty l'iock Sedlme ........ nt barn Type-h hdck Wipe inlet protection Type-A took Pipe Inlet protecilon TYp6-h tap IidCk Sill Screen Stilling btmlri . pock Inlet protection: 'type A tyre b Type C b1toh Liner ........... t..........N ............... ..... :.ill.tili: 0106 Outlet Energy bieipatur kip gap Pipe outlet or Inlet stabilization A t: an .. A 13 On ..13 C :. Op' ij 0 i b Silt Basin Type B 3X3 By 6' Long unless otherwise rioted by Engineer. 1 1 Et??oiJ coNtRpL pl.Ml %1315 AVERq I SCALE IT COOMTq 1-1'1-q3 I "- 5D RR ,EXfsT: i8'' BIT. COAT. e s P+PL . , ,?TO ?GMA? N • EXTL= nl D fu' RT• 01;MavE 42 EXIST. vA%-4rWA-f P,pE ??do ??at7E 890 c4Ov-- 44Qo SILT cNEck 37-Br APART s: (pp PA-txE C D t JD `?c ?7/Z??bE F)O:;Ol ittA 4+DO- /Zf54 - . t t i 7 40 IZ R ?i 4.60 EXIS'T_._) g'. $?7 ..C',cAT. C s Pipe T. ' r'A oI RT. (DR s) R t ' FI ' R ft tf ?+:s 4F 1a ' b '4oi + 18 B 1 T. C,*T. C T P' PE 5? o0 o io U PAM I~IOIA _ STA. ' 4 40© --12•15o I } i 1 i RgNoVE EKIsT. 30,- 3bCs P,Pt ` : =?Js-rA? 40 - s8"x36" y .: C.o.9T. 9,cc& IZ11h? 14% i2?'so-z2+so._ ' R P. /4 > oo .L R J K LI J 1 l t4do ''- REP?gCE ` 5.xIsT: 23 18'Cs plpF W1114 4'. t31T.CAs7 T? t DCO ^ki; +'55 9846ve EXlsr. 26'- 18" Cs pipe 2 its rAu. Ito'--/ a," s , r CoAr. C3 P1P6- CDRY) tt R 104 oo pE C3) ?I 1 RR R Ott AV7 30i i5 c3 r1P s-ta. 17+90 Vk'v9wAy RR ; 14 ?o UR?17? 1=? SrfA, 2 -4 50--- 22?ra0 RIRI / v 4 . . 66PLACE L14-ST, 36'-15" CS PIPC C ? 19 :?,? ? SOD a is i . to ?-oo ?-NOo pataE ??}? i a 1 i i R R a r i " h' 1 • . r XlSt P-4' le" Cs Pi PE `? W1TN 4o'- 18 B17 CcxAT. Cs PIPE ? kw?-Q . ej -rE Ukt? 001 A W 1t T a R } ?' i L P } 3v ,, D ??? RE.pI.AGE r~xisr. 2?'•-is"c5 P?? 14 40'- 19" 61T (AA'T Cs PIPE. v4IT T1 RR ' Lij 2p•?40 1246E (5? I (09'o Ca RA V5 F tZOM 22450- 24 -?Od 14 io owr- FRS s-rQ: 12 -E 50 22 X50 = 4,:, 6 ? 6RAM FPOM i7t'A: 27+00 - gO. P Gg#.CK V"M5 50' ApP?it-t 1 \II o 1 f 3 Ir.,9 r r r y c KR KK L4J Y4 Dr Ra RR .a tr ; X40° s_?.:.• _, (PLACE EXIST 26`-1.541 Cs pJpE WITH 4O'-18" BI V COAT. ' Cs PIPE NorE : FRom Af ROXIM E'LY .3rA Zfof2S RT. M Sfn 27+2.s-pr C-AS1011S Iv(LL AC- (ACCO oK - P'cusl6Cy R6CK 1:'I L(- (CLCAN) AS /IlsiEOEp kj?,pLdG6 EXIST. 26?- IS" C5 PIPE W 1 TN 40!-18" BIT COAT ?- S ' Pi-PE dT ?Ta 7C' c 7C ?toc.., 14` WJnE PAV6MCVT po6F- C?) 10% GLADE ReaM STA. i I ?y f i D i . 4"O° _ 30+25 E.D.P. .?' p G7 PIPE INSTALLATION 1. Install erosion control devices. In streams, where necessary, rock silt screens will be used and installed prior to pipe replacement or any work being done to channel. 2. Remove material and existing pipe while limiting, as much as possible, material and sediment from entering a stream and/or escaping from project. 3. Prepare pipe foundation while again taking care to limit, as much as possible, material and sediment from entering a.stream and/or escaping from project. Where possible, new grade will be below existing stream bed. If needed, bedding material will be clean stone. 4. Place the new pipe and compact backfill. 5. Install slope protection on outlet and inlet ends of pipe. Also complete installation of erosion control measures and perform maintenance as needed on existing measures. 6. Establish permanent vegetation as soon as possible. 7. Remove rock silt screens as soon as possible after vegetation is established. Prior to removal of rock silt screens any accumulated silt must be removed. GENERAL NOTES ON EROSION CONTROL Silt Basin Type B's will be constructed to the dimension of six feet by three feet by three feet unless otherwise noted on the plans. Where slope protection treatment is required, Section 868 and Section 1042 of the 1990 Standard Specifications for Roads and Structures will be followed. Any material obtained from the project must be clean before being placed. 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 ditchline is established. Pipe Outlet and Inlet Protection will be done as soon as the pipe is installed. 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