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HomeMy WebLinkAbout19950813 Ver 1_Complete File_19950803State 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 A [4*6 ?EHNR August 9, 1995 Jackson County DEM Project # 95813 APPROVAL of 401 Water Quality Certification Mr. C. R. Styles District Engineer NC DOT P. O. Box 250 Bryson City, N. C. 28713 F I L E Dear Mr. Styles: You have our approval to place fill material in 0.01 acres of wetlands or waters for the purpose of pipe extension along SR 1310 (Ralph Tatham Road), as you described in your application dated 2 August 1995. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 2671. This certification allows you to use Nationwide Permit Number 26 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 fora 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. Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office Asheville DEM Regional Office Mr. John Domey Central Files SmcerelnHol:rd, JrIRE. 95813.1tr 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 STATE OF NORTH CAROLINA DEPARTMENT OF T11ANSPORTATION JAMES B. HUNT. JR. DIVISION OF HIGHWAYS GOVERNOR Bryson City, NC 28713 August 2, 1995 Jackson County SR 1310 Mr. Bob Johnson 215 Army Corps of Engineer Reg. Field Office Room 75, Grove Park Ave. Asheville, NC 28801-2714 Dear Mr. Johnson, 9 58?3 R. SAMUEL HUNT 111 SECRETARY The North Carolina Department of Transportation is proposing to extend two (2) pipes along Ralph Tatham Road in Jackson County. The pipes carry tributaries of Savannah Creek (DEM Class C - Trout). We are requesting authorization under Section 404 of the Clean Water Act to extend the pipes. I am sending drawings for pipe replacements, general notes and standards on erosion control measures, and a marked county map. The best management practices will be used to minimize and control sedimentation and erosion on this project. The construction foreman will review all erosion control measures daily to ensure sedimentation and erosion are being effectively controlled. If the planned devices are not functioning as intended, they will immediately be replaced with better devices. The rock silt screen will be in place prior to pipe construction and will remain in place until the project is stabilized. By copy of this letter I am asking Mr. David Yow, North Carolina Resources Commission, District Fisheries Biologist to comment directly to you concerning the 404 Nationwide permit request. i ? .p Mr. Bob Johnson Page 2 August 2, 1995 A request is being made on this project for a temporary encroachment in two (2) small tributaries of Savannah Creek. Also, I am asking Mr. Yow and Mr. Ed Ingle, Area Roadside Environmental Engineer (NC DOT) to comment directly to me concerning the encroachment permits requested for these tributaries. Also by copy of this letter, I am requesting authorization to proceed under Section 401 of the Clean Water Act from Division of Environmental Management. We would like to begin construction as soon as possible. If further information is required, please advise. Your early review and consideration will be appreciated. Yours truly, ,yea J . ±JN o M. T. Gibbs Assistant District Engineer CRS/wmt cc: Mr. Richard Phillips, P. E., Regional Engineer DEID R Mr. F. D. Martin, P. E., Division Engineer Mr. E. L. Ingle, Area Roadside Environmental Engineer Mr. Eric Galamb, Water Quality Certification Unit, DEM Mr. David Yow, District Fisheries Biologist, NCWRC i , NOTIFICATION FORM INFORMATION;SHEET Nationwide p ennitsthat require notifies tion to the Corps of Engineers Nationwide permits that require application for Section 401 certification A. NOTIFICATION:TO THE CORPS OF ENGINEERS DISTRICT ENGINEER. (REFER TO ITEM B. BELOW FOR DIVISION OF ENVIRONMENTAL MANAGEMENT APPLICATION. RE- QUIREMENTS AND SPECIFICALLY NOTE NWP 26 DIFFERENCE.) Certain nationwide permits require notification to the Corp of Engineers before work can proceed. They are as follows: NWP S (only for discharges of 10 to 25 cubic yards) ' NWP7 NWP 13 (only for stabilization activities in excess of 500 feet in length or greater-than an average of one cubic yard per running foot) f NWP 14 (only for fills in special aquatic sites, including wetlands, and must include a delineation of affected special aquatic sites) NWP 17 NWP 18 (required when discharge exceeds 10 cubic inor the discharge is in a special delineation of the affected special aquatic site, including wetlands) special aquatic site and must include NWP 21 (must include a delineation of affect6d special aquatic sites, including wetlands) NWP 26 (only for greater than 1 acre total impacts and must.include a delineation of affected special aquatic sites, including wetlands) NWP 33 (must include a restoration plan of reasonable measures to avoid and minimize impacts to aquatic resources) NWP 37 NWP•38 (must include a delineation of affected special aquatic sites, including wetlands) For activities that may be authorized by the above listed nationwide permits that require notification, the applicant shall not begin work a. Until notified that the work may proceed under the nationwide permit with any special conditions imposed by the District Engineer, or b. If notified that an individual permit may? be required, or c. Unless 30 days (calendar) have passed from the time a complete notification is received by the District Engineer and no notice has been received from tho District Engineer, ,and required state approvals have been obtained. Required state approvals include: 1) a Section 401 water quality certification if authorization is requested for a discharge of dredged or fill material. and 2) an approved coastal zone management consistency determination if the activity will affect the coastal area. Use of NWP 12 also requires notification to the District Engineer, but work may not begin until written concurrence is received from the District Engineer. The dine periods described above do not apply. Furthermore, requirements to notify the U.S. Fish and Wildlife Service (USFWS), the National Marine Fisheries Service (NMFS), and the State Historic Preservation Office (SHPO), as indicated below and on the notification form; do not apply. B. APPLICATION TO DEM FOR NATIONWIDE PERMIT SECTION 401 CERTIFICATION. Certain nationwide ppeermits require an application to DEM in order to obtain Section 401 water quality certification. They are NW 6, NWP 12, NWP 15. NWP 16, NWP 17, NWP 21, NWP 33, NWP 34, NWP 38, and NWP 40. Certain nationwide permits were issued ggeneral certifications and require no application. They are NWP 3, NWP 4, NWP S, NW 7. NWP 20, NWP 22, NWP 23 (requires rmdfication to ,DM, NWP 25, NWP 27, NWP 32. NWP 36, and NWP 37. The following nationwide permits were issued general certifications for only limited activities: NWP 13 (for projects less than 500 feet in length). NWP 14 (for projects that impact waters only), NWP 18 (for projects with less than 10 cubic yards of fill in waters only), and NWP 26 (for projects with less than or equal to one-third acre fill of waters or wetlands). Projects that do not meet these criteria require application for Section 401 water quality certifications. i DEM ID: ACTION ID: Nationwide Permit Requested (Provide Nationwide Permit ft 26 j; JOINTFORMFOR Nationwide permits that require notification to the Corps of Engineers Nationwide permits that require application for 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, NC 27626-0535 Telephone (919) 251-4511 ATrNt MR JOHN DORNEY Telephone (919) 733-5083 ONE (1) COPY OF THIS COMPLETED APPLI6ATION SHOULD BE SENT TO THE CORPS OF ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT TO THE. N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT. PLEASE PRINT. 'I, 1. Owners Name: NC _Department of Transportation 2. Owners Address: P. O. Box 250, Bryson Ci.ty, NC 28713 3. Owners Phone Number (Home): (Work): (704)488-2131 4. If Applicable: Agent's name or responsible coTorate official, address, phone number: C. R. Styles P E 5. Location of work (MUST ATTACH MAP). County: Nearest Town or City: Dillsboro Jackson. Specific Location (Include road numbers, landmars, etc.): SR 1310, Ralph Tatham Ro-ad 6. Name of Closest Stream/River.. Savannah' I Creek 7. River Basin: little Tennessee Ri 8. Is this project located in a watershed classified 9. Have any Section 404 permits been previously l If yes, explain. r Basin Trout, SA, HQW, ORW, WS I, or WS 11? YES Pq NO [ for use on this property? YES [ ] NO [x] 10. Estimated total number of acres of waters of tl a U.S., including wetlands, located on project site: 11. Number of acres of waters of the U.S., Filled: Drained: _ Flooded: wetlands, impacted by the proposed project: Excavated: Total Imam • li46 ? =vim p `e3 ISJ1 AW 7 ' \ 11403 r 4j i i _ Dk:ktGNk 1 707 - ` T..o_e 1 188 - DOUILE TOP v7 t r ises ''c Witmont A AN 1.4 1744 CARVER TN. MM - ;y_ rJO. I. ?.-° _ 709 `T sa is ? up' •i: ; ` 1 °r 1 91 N A N T A H r x.02 r Tito 1 f ?. 1 .? v.J 1 1 9 ° !? . 1709 74 t} is l 1773 I4Q 1771 tf ,? 1.01 - M e 5 LVA 10 1Zi8. y [A . i ° POPOA99 ` ? !3Li V,ILWAY 7 . V U ft ' ? {it?> CrDDk t7P7_ I 1 U t Lit L5.90 ?? r0?. 1779 ' PH 7A!TNAM\ * POP. ,. ' .. :?60 4 G' 1 ? ^ 17!; u 441 a CK 1 r ':• eY :;. 12 lios e? t6 i 2iR ?0 74 ?Gwk fo B iAS P, J ),UI Ti t rr' 6 317 7 .rh . 1Z1. CbBowADD b C. ? 7 1 37E ? a ..? ? .6 lLGt' 1 W AMID 1 1 b 17 _ c7.,•4 177} 3 r J3L! g i.6 a; • ? ? l - 77 B.. im ,. ? SOY411tDDk y / 1742 1. .' 1779 1?n, a Ck. 7971 Eosl lepwl 174: . 1 _ iriHlf i -?? • "? ? ! J31! 1aCkfM ?? •D v im 19SL We e 373 095"tD ... - • .9i? rrP S!!f.? tr , \ COWES BALD r' `ELEV. 5.085 c1 l 1 1 d o 10 1773 131) X171 7-0 2 / LtZ! , . iH LQ _ 1JLi ? °?11 C7 .3 `WA 1131 ro ay 132 T.&W69.* ., 1Z? ?ANINER KNOB .D SMDd1YDM J?Qr i . ELEV. 4,010 + S 1 ` N BEG 1 cEDARan9s . ` 1 a 1474 RV. 3,421 7 17 6 ..; ? n1< __ ob1 JmLr:' b ? .t .I> KNOB ;:;, J„ TA q+ o / CHU" c? SHEEP r GN .4,414 b LA Il ` •'2 B y r ii I o !144 4 fi 13o5 a i KOcx"'PC& J3DT ! n lla'"°`" 0i MO33 KNOB _.__ ///???---' • .r? / X _ Troy j2QQ t0 j5°1S' tbl !w )164 iv N ?B ,! ?• ?13 J ? _? \\\ KNOB U37 • 10 v, 1 ?°' ?? ?° 1!fQ t.e t0 IL3 ?» «TUCKASECRE LS East FAL I y WOLF J. 0 ?., ! topo" 107 KN 8 ? 1159 J- ! ., ? t M1 \ 1002 !ZU /0 1 ? b 1 OLD ROCKY .D? 1141` - MTN, 'r: ,7 `? LE .o TNORPE ER Vol .71 1170 ' SN0 W881 HEV. MM q? x,192 U U 0 .10 .06 1144 7 J1 .? ?. )? o 4 ?'a C r 1133 YDMow Mln. C'.B N0ACKMM MOw?1o1i+ - Ch. Q ELEV. 4,930 W `p 1132 ` euac? c ? CK ROCk t6 ??MM 1?6 "Y . `. YNLOW MM l% aft 3.143 Ila C, :--, 0 OWHEE - EAST LAPORT C/ ti T - Y ? Co. PI O A D NAVE* SR. AODITiON LKf PROV A M EN'i' , TO BE PAVED P POLES TO BE MOVED ' O T POLES TO BE MOVE D . • '" ewOl w _WIDTH , CA LE . 1 oL/P .? ; o/l/E D/TCH C-1 1ECK 60,K. SiL i CHECK &4" ,Ell/1? ,10PE DRAW. . Mp s/ i D/ i CH . TS D "4R 7-H E A// B.4NKMEAt ,lL i FL N CE •• .. ... ' . • ? -x-11. ?.?-?_ Eli 3, ,- ! AS. S R0 V! N G ' IP/P RAP - - ?- r G rR ' - -- ... ... . . • Control of Access Line --- ---- . .. . .. . A S:ope Stnlce lane. . . . . : . • • • . • , 4 re • . . •,• .,.... _-•_...-- _o- _ i _ Bridge. •. .. .. __.. ..Culver,. : '.•:. •:. •......... » ............ *'' '' ~ •• r•-----, .• 1'cla?liot?e oc:1'elec rttj.?li , 1PROt; •O- t a Tower Pole and Line... ; . ............ .---•---? Power Pole .:' ::.:................... ei:xvrr d , tt•tcnl? b t , Easenien'. Line. • : .: ': • .:• : . . ... ... , .. .. ... jYiowitl,, Limit- • • . . . • - , , • • . • • . • • • • • • • • • • • ? a d R il G J r a u Sd ni tar}' Sewer-Line.:: • • ... • . • • ... • ; -•-*?-35 -----+---•SS - Water Line : '.'.:..' : . : . '-=--i--t i-r-----i !•---• . .. ........... .. Gas Ling ei' W#43 ' ''• '• ' ' PROPOSED F:XIS•1•tG Chaim Link Fence.:.. • . • ..... • ..:.... -p----->?t- -C?--t?- Woven Wire I- encc .. ! ....; ........:. - -0 ---o- ....,C•.\\ ••y''??JJ? Rccv6neracioll *-0 0*0 0 0 0 a 0 0 Oo* 0 0.0 0 0 0 0. *.#-a 0 IS: ••ltiotl'` • • . Reforest. • ....................... . ' Teml)orairy Silt Ditch :.: • • •'. • . • • •::'•. '---= •x;30.-----'t o------ Te m po rary Silt 1:661 ce .,.... '........... --fli------!•1 f--------11 f-? Tempo ra ry. Slope -Drain' -•y?- Brush L'a rrier ?r•'y' , • . Silt Check Dam 1)rj)e A•••::. • ... • • .. • :.'' n . Silt Check Ds ' Silc Basin Z e A' ' '• ' ' Silt ?asiti he S ?..:.....?:.:......... • `? Dock Silt Check Dam ?' -? lf1t'th Dorm ... . , . Temp. Stone Ditch Check ....... • . , .. •. • • **or . 11 ,? v0 C5 o . ? 70 / ?, ,zr. 2 ?x ao ? G?/iNrG'h V4. , 22o'S?2 sy /vv /?c O t iv I M, kE 8izyso •? 4 O o ?-oo ?o -1oo eFti ,¢ ,'er S//v al R O. el iz CIO PO L E DATA _. _ . _. 9.?t .t'c? s,?. /?/O COUNTY ? so E- T F- DIST. FkC?I,t CL DIST. FROM (L DIST. tL PROJ. STATION POLE PRESENT RD. PROJECT AFTER MOVING . REMARKS N0_ AT --- LT. k T. L T. R T. LT. M ` ?„ ` 3932 - :-`\\ \ ' IJ - ,? 'fi'r ?? ?? ? ` •?/ ?r ? ?? / ? I rl??? /?I\l1 ', ,\71 1 n^ a ? P :? 7A `-}fl C \ A4 -?- e o H < ?? r` ys / v?i?•, ? 2 4 , ti.. • > Ic, )• J ?y?'o-S•i I?1 ??15 1 ?'' `vr I ? , EROSION CONTROL DETAILS AND SPECIFICATIONS 245.03 Temporary Silt Ditch 245.05 ............t ................. --_rsa---.- Tempora y Diversion 893.01 ............................. ?....,. To Temporary Silt Pence 890.05 Temporary Slope Drain with Earth Berm 245.01 Silt Basin Type A '----"" 245.02 Silt Basin Type B 892.04 .................................:.......... Temporary Rock Sift Check Type-A 895.10 Temporary " Rock Silt Check Type-13 892.01 Temporary Rock Sediment Dam. Type --A 892.02 Temporary Rock Sediment Dam Type-B --- 897.01 Rock Pipe Inlet Protection Type--A ..... CD f 897.02 Rock Pipe Inlet Protection TyPe ' •..... 894.01 Rock Silt Screen - '-"-'- 245.04 .....:.......:..........:.................... Stilling Basin .......................................... ock Inlet Protection: RLEJ 896.01 13-- Type A .. ......................... A OR -- A 896.02 Type B ? ..' _ . ype .............................:. B ?p - OR -- B 896.03 • • . Type C .......... ............:. 'C ? -OR ..C 12 •1 March. 1992 Y TEMPORARY SILT FENCE: A temporary silt fence is commonly used at the toe of a fill section to prevent off- site sedimentation. It is made of permeable filter fabric buried at the bottom, stretched and supported by steel posts. The silt fence reduces the water flow while retaining the sediment. They may also be used to divert water flow to protected outlets. Silt fences need to be checked after each significant rainfall to ensure there effectiveness. They must be maintained on a regular basis. Silt fences shall = be installed across streams, ditches, or waterways. AREAS OF USE: At toe of fill sections where sediment runoff can be stored and contained inside the project limits. DESIGN CRITERIA: a ri With W_ilhout WiM Fabric Type 3 Class A Type 3 Class B Steel posts length S. ft 5 ft. Post spacing 10 ft. 6 ft. maximum • 17 March, 1992 `xa 0 l9 x F a- "J. ni c= w ?:x c.w v w ? v a < F ?v A x; G Aw w < O.J o? A < i i ci ocz w ?O 4 f.0 F o m aw z °D 0. a ox F to a w 4 w a w F w a be 18 Q Z 1 1 -1 2z - -? - -' ZO -•z z a d w 1 ? 1- a W d ? tiI a :x _ I a c x x a o??- w3 xe -mw -4 c . < ,., C.. C V. a 2>2 wapw w x w 2 a? dZWxaI-. ydh w-Jf m 84 won d f4 U=Q,x=w0. .34304 0 U3 so amozw t/!xZ =Zoo ct; 0to 3 ` . wQa xw w, wC. ? )C4 ? a ?O? c? wF V ?. N V o Zwa . s..<`??'wz Ow at um =4 a? March,1992 U W LL F- J WS Q le , O Exz CL 0COM ui ?^-O= Y J CJ ?? C f Q C) Q 0 a 4 TENIPORARY ROCK SILT CHECK TYPE-B: A temporary rock silt check type-B (also called check dam) is a small dam with a weir used to reduce gullying in drainage ditches that are to be filled or permanently stabilized at a later date. These type-B rock silt checks help reduce the flow velocity and are generally made of class-B stone. They are used in ditches during construction where the grade meets and/or exceeds 3%. AREAS OF USE: • In channels, roadside ditch outlets, temporary silt ditches, and temporary diversions. • In conjunction with type-B silt basins. DESIGN CRrmPJA: • Center of rock silt check shall be at least 1 foot lower than the outer edges (top of channel sides) • The spacing (ft.) . (3 / Wof ditch grade) X 100 ft: 27 March, 1992 s O 0 a N CD v N LJ D W ?Q > O 0 0 0 N N m m -` c X V H S m V W Q Q ? J z cnOX0zz N NUfC?OO tU w - mzOW to ozsao E -ju¢i--Wa• ix J aw . h LL. =O- Qww- C) W -M uom Ln . CC- LL* N Wo Ocr Q Z?LnLLdWtn co ow(j) Ztn w?- ao?-aQ t- to a: J ? ?-•t- J o O OuQZLnu Z U. •-a D• .. I '= z 0 W > -- z - +_ cWno a v w i O> u ..i FE: 28 3 Z 0 a W J , In W am u ~? J 11• ¢ N Z n O u v O Z U J " `'' a o ?•. to W ++ Q. U cr o? r O m W [l. F-- Y v W V J V O F` m op; ev- L• O; 0- Q C:) W t-- Q : fz 0 i ; <C Q 'o' 12:1 a) 1 ICCI . q March,1992 ROCK SILT SCREEN: A rock silt screen is a low-level dam structure to be used in streams below culvert sites. Rock silt screens shall be used to trap sediment transported by running water and shall be placed in the stream below the construction site within the right-of- way or easement boundary. The rock silt screen utilizes ,class B stone lined with #5 or #57 stone to produce a ripple-effect in the stream to settle the larger sediment particles transported in the stream from the construction site. The trapped sediment shall be cleaned out before the devise is removed from the stream. AREAS OF USE: II • In live streams below construction sites where construction occurs in or adjacent to the stream. • In live streams below a culvert construction site. • Where it can be cleaned before it is removed from stream. DESIGN CRITERIA: • Structural stone - class B stone • Sediment control stone - # 5 or # 57 stone • Dam height - 1.5 ft. minimum and 3 ft. maximum (shall not be higher than 1 ft. above normal flow of stream) 37 March, 1092 1? Y r r t 0- I1 211 w ? yON ? j a w ? .? s a x p_ ,_ = z .:. G?0.O EO.,?A C5z pSBt ?oaawo yov c.. w oa oomoaw °zO04a oa I-- x: C, A. aa.,taV) S°- s V?wN Cc Zoayt : 0.04 .JWWQ?O olo'COZ W C4 .4o z VCN Ozp o w.41-Z wF"E°. Z U3 I- o *0 ?.. ma ..ao zoo a?iRtq?aw<wO? ' mx a c? >e .S d O??C?OOVNxFOf?p.??q E X w z } S .. h zt a o? z o F- wf ?' N a ? u N 0 r Ann 1 ?m March,1992 G •i. W MW 1l (n J Y zx u pQx c: X ov ?a <Cr Q • q^ O a° n 1 ui ?:2ollr'C ?'c?e ,r/- 4 CX i5'. .. - -IP Z' $RANC lp y?D6 Peoposed llw51opt,. -OP--s6d Qc1TG6% E.?p 30 Z' gRAdcd y K 511 SieE? -? r o W, 0 L-D N? G ir"f r-E ree- f6b?G .? Guf/?' f Ei? Fla;o? ?? ?z') A -# l "! DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS P.O. BOX 1890 WILMINGTON, NORTH CAROLINA 28402-1890 REPLY TO ATTENTION OF August 24, 1995 Regulatory Branch Action ID No. 199505119 and Nationwide Permit No. 26 (Headwaters and Isolated Waters) North Carolina Department of Transportation Division of Highways C.R. Styles, P.E. Post Office Box 250 Bryson City, North Carolina 28713 Dear Mr. Styles: Reference your application of August 2, 1995, for Department of the Army (DA) authorization to extend two culverts in unnamed tributaries of Savann Creek in conjunction with the upgrading of SR 1310, Ralph Tatham Road, n" r Dillsboro, Jackson County, North Carolina. The project will impact less tha 1/3 acre of Waters of the United States. The proposal has been reviewed by the North Carolina Wildlife Resources Commission (WRC). For the purposes of the Corps of Engineers' Regulatory Program, Title 33, Code of Federal Regulations (CFR), Part 330.6, published in the Federal Register on November 22, 1991, lists nationwide permits. Authorization was provided, pursuant to Section 404 of the Clean Water Act, for discharges of dredged or fill material into headwaters and isolated waters. Your work is authorized by this nationwide permit provided it is accomplished in strict accordance with the enclosed conditions. This nationwide permit does not relieve you of the responsibility to obtain other required State or local approval. This verification will be valid until the nationwide permit is modified, reissued or revoked. All the nationwide permits are scheduled to be modified, reissued or revoked prior to 21 January 1997. It is incumbent upon you to remain informed of changes to the nationwide permits. We will issue a public notice announcing the changes when they occur. Furthermore, if you commence or are under contract to commence this activity before the date the nationwide permit is modified or revoked, you will have twelve months from the date of the modification or revocation to complete the activity under the present terms and conditions of this nationwide permit. Questions or comments may be addressed to David Baker in our Asheville Regulatory office at (704) 271-4856. Sincerely, G. Wayne Wright Chief, Regulatory Branch Enclosures Printed on 9 Recycled Paper Y s ' n -2- Copies Furnished (without enclosure): ection Water Quality S Environmental Management D ivision of North Carolina Department of Environment, Health and Natural Resources 4401 Reedy Creek Road Raleigh, North Carolina 27687 M John Dorney