Loading...
HomeMy WebLinkAbout19950490 Ver 1_Complete File_19950510State 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 May 16, 1995 Jackson County DEN I Project # 95490 APPROVAL of 401 Water Quality Certification Mr. C. R. Styles NC DOT P. O. Box 250 Bryson City, N.C. 28713 1: r Fz,. I Dear Mr. Styles: You have our approval to place fill material in 0.1 acres of wetlands or waters for the purpose of road maintenance at SR 1162, Sitton Branch Road , as you described in your application dated 4 May 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 30 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 Domey at 919-733-1786. S' ly, P ston Howard, Jr. Attachment ? cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office Asheville DEM Regional Office Mr. John Domey Central Files 95490.1tr 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 A o ,. STATE OF NORTH CAROLINA ` S DEPARTMENT OF 1RANSPORTATIOI? DAMES B. HUNT. JR GovERNor. DIVISION OF HIGHWAYS Bryson City, NC 28713 May 4, 1995 R. SAMUEL HUNT Ill SLCRETARY Swain County SR 1162 Mr. Bob Johnson 215 Army Corps of Engineer Reg. Field Office Room 75, Grove Park Ave. Asheville, NC 28801-2714 Dear Mr. Johnson, 10 The North Carolina Department of Transportation is proposing to grade, drain, base and pave primarily along the existing roadway of SR 1162, Sitton Branch Road, in Swain County. In order to construct this project in accordance with current secondary road standards and due to the replacement of a pipe culvert and rechannelization of Sitton Creek (DEM Class C), we are requesting authorization under Section 404 of the Clean Water Act. I am sending a straight line diagram with our proposed erosion control and construction limits at various sites along this project. In addition a typical section of the road, cross sections, drawings for pipe culvert replacement, general notes and standards on erosion control measures and a marked county map are enclosed. We proposed to install the new culvert slightly below the existing streambed elevation where bedrock is not encountered to minimize impact to wildlife habitat and allow the existing stream gradients to remain as unchanged as is physically possible. The best management practice 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 controls are being effectivcly'controlled. If the planned devices are not functioning as intended, they will immediately be, replaced with better devices. The silt fences and other erosion control devices 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 Wildlife Resources Commission, District Fisheries Biologist to comment directly to you concerning the 404 Nationwide permit request. '%,1r. Bob Johnson Page 2 May 4, 1995 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, i 1. '-?- C. Burch Assistant District Engineer cc: Mr. Richard Phillips, P. E., Regional Engineer DEHNR 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 DEMID: ' ACTION ID: Nationwide Permit Requested (Provide Nationwide Permit #): 26 JOINT FORM FOR 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 ATM: CESAW-CO-E Raleigh, NC 27626-0535 Telephone (919) 251-4511 ATM: 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: North Carolina Department of Transportation 2. Owners Address: P. O. Box 250, Bryson city, NC 28713 3. Owners Phone Number (Home): (Work): ( 704 ) 488-2131 4. If Applicable: Agent's name or responsible corporate official, address, phone number. C. R. Styles, P. E. 5. Location of work (MUST ATTACH MAP). County: Swain Nearest Town or City: Bryson City Specific Location (Include road numbers, landmarks, etc.): S R 116 2, S i t t t o n Branch Road 6. Name of Closest Stream/River. _ S i t t on c r e e k 7. River Basin: Little Tennessee River 8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS II? YES [X1 NO [ 9. Have any Section 404 permits been previously requested for use on this property? YES [ ] NO [X] If yes, explain. 10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: 11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project: Filled: 0. 1 Ac Drained: Flooded: Excavated: Total Impacted: 0. 1 Ac 12. Description of proposed work (Attach PLANS-8 1/2" X 11" drawings only): To widen ;and n a v e SR 1162 to meet current NC DOT standards. 13. Purpose of proposed work: flame 14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measures taken to minimize wetland impacts. 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 orproposed 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[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 island use of surrounding property? Residential and farmland, F. If applicable, what is proposed method of sewage disposal? s -9 wner's Si Lure Date .? V G? a \ t ° ?? aE 4 ,? g z 41 Iru_ 7i 1 J Mot, F+,? G LN/ J .'?-; _?f t? I ?1 F 7 H -.. r 0 q Y y. 40 -?. •? ?q - J Wo ? ., R I? 7 C,tk .,. T . t3 tk $G htIff 1= w O4 Cr N4 : - 4 (, A m L °?`? i r v I< ?1?` - ?ii1 r _ _ `17 N O L A N D 1 I pp , 1.5 I ? .s ? Crtek l ti I 1 p ?? o c 7 - Y 'N . 0* 14P Al Ell ( n N 4 M '- s rro?v ,8,?.e ,?? S, R. ?'?• 0. 6.' 99zo 71 F R -0 M c,? o/ o F v? c= NT / ?0 50' j o ?EAo? E,?? ' ADDITION " ISIPROVE MENT ' TO BE PINED POLES TO BE MOVED o T. POLES TO BE MOVED AV WI DTH SCALE 0 4?S I // =50 .rev ?'s eat /o - /s? - 9`f ?c?.s ec? / - 30 - ?S P<v,sec? 2 - lv - 9, L::ilrcacl ..................... .. =Y. ?an??? ? i t l f A Li . C - ,o : ro o ne ccess .............. A ?.?:3 -:2 StaICC Line -- ?.__--.-. ............... id e '' • l ...... .....:.. .. . . ... . .. C t: l ti e r t • :. ?- -- ... ..... ........ ... .. , . , 0 s ?'1!l )•l?L?'i'v or -?^---•^- ...... ... . .............. 1oj;lloilo UI:Tcle.)rra II Pole ......... 11'1(01' •-0- I i'OWer rule and Line... ..' ...... .. -? -? ?---- , . . . . . cr Pole .:... ........:.......... ,I:?IS',• aS , wiccli, b i aso.,nenL Line. i?1uti`rill' Lintit ................... Guard Rail : ....... ............... Sar:itar}'. SeNver Line . .. .. . . ----s:.' ?---ss . . .... Z'4 a t e: Line .....'. ' .................. ---I ?- t 10- :as Life ... .. . ' .............. Ch iI1 L T PROPOSED N 1% 15, V IN (70 ilIl: hence ' ................... -EY PJ- -0----0- 2nl2 racion.................. . restation .. ?i 'I'c:l:l;o?'arv Silt Ditch 'I:S.7 i'sn I O.".1por?try silt Felice -f?-i---11i----1I?- 1 ?mporary Slope D•I'stiti ... ... .......... ...... Si:t Chock Dane Z)?)e A ..............' ? S::t Chec-k Dam Zee B ............. .. . :t Basin 1I -pe A.' . ... . . B?11 '.e: l: St Check Dam ............. ..... ....:. t 1 l I3 c 1' 111 .......... --? -- ?- -? --? --? er- D• S tone Diich Check _..... , :.:?. EROSION CONTROL DETAILS AND - SPECIFICATIONS Std. # Des ri. t? ion Sym boj 245.03 Temporary Silt Ditch 245.05 Ts Temporary Diversion D 893.01 ............................. Temporary Silt Fence ...................... _?. TD 890.05 Temporary Slope Drain with Earth Berm .......... ?-- Silt Bann Type A ................................. . 245.02 Silt Basin Type B .................................... 892.04 Temporary Rock Silt CheckType-A ..... „ 895.10 Temporary Rock Silt Check Type-6 892.01 Temporary Rock Sediment Dam . Type-A ...__. ?? 892.02 897 01 Temporary Rock Sediment Dam Type-B :. . 897 02 Rock Pipe Inlet Protection Type-A N% . Rock Pipe Inlet Protection Type-B ............ ? } ?` %. 894.01 245 04 Rock Silt Screen ... . ..................... Stilli B i . ......... . ng as n ....... ....... . Rock Inlet Protection: IEJ 896.01 Type A --.--- . ...................... A ' OR " A)) 896.02 Type B ........ .................:....: B .. OR -• B 896.03 . Type C ............................... 'C rEl .. OR •• C 12 March, 1992 $t 00 I S + od I CA?e/ Bow?,eS ???? 4 Geo@6e f=/pw?2S O P.O. $or •S,CO3 I E,osT PA 14 7- ? F/q, ,3zo 3 / l 1 0 4.0 3 •? So ?Q IB` ? P l9. D A 0 29.0 ? I .h 1 :291 . S 0 1 I v . 4;14 5 lo+ o i ? ao,? ??r w?? ks O x-00. Ord 0 O /D goo I I' /D f vo I I 57.4. $s Z$ = /ot7.7 Nerd 50' ,t'/c? eT I ? o,e eh.a?,?c/ ch,o,v? c ,rtes. r6-d 7Xo.41,4s I s")l?'6.v c3. LzRySor/ Q ?' ?, i+/, C 7 + I /4t Ax NA)l /3 8 T?.ov?e / PAr?,C? Rol. .sp?? Nah .' /? F/,v, 4GGo9g9 O I 4 . Sfco s?? $ ,F -ISO N C• rf, , n!C 0 O STq io+40= 10+15 -Red,4ce /r? Tn 19 'LFT oL ;:'O g s rtes, (2) SETS /6- f d0 4 IB? MP I /.Sf 00 /3 +OD X18 A(P / 3 +- 0 I 4 I f /0+00; J. 10+001 TAa RAbl11 tt/.4/1-r S % eloi? BR. B,eySo?r C••?y, MC 0 O R I', L. I !0 /bfSO 3 0? 4 I 0 I /5 t OD / 5 ?' 00 i C.Q.e/ Bowes cµ;?.v?' .?.eyso,v c,o1, ?c 4 G@o?sc f=/oG,?,e,.s O P. O. $or •sCo3 f 1 0 +? b CO p 3 j Sa ? l8` H P ??• .god 3 ez, O , T YOO I D ? , -°- '??? OS° a o+So 7?o,e ???r wN? :?.s ,tiLc?zE//e S;TTonr ?.•?,ra,, ar. ?d o z /, AoOo'? S-yso.? c, ? NC, o +cv, o . oo ?°??'?....-? ?1,' ;?, ?; ??o ` \\'? ,s ?; - ? ('' ?-? : ' ?%?? , ? '' ';?? 'sty \•?? ? 1??? Nom.. ? \ \ \` \Z ?ZE_c_ ? ?•' ?? .i•\? / ''ll !•/?ri,? /`few ` (ni?? ,. NL; :w? \ ?- ) J .l 5-??'e,?J :'(,? r I'll - ? ? :? ? ?.) 5-'?_ • 071 jj; r 0 1 / pit°L EROSION CONTROL DETAILS AND SPECIFICAT101\1S Std. # 245.03 D .s .ri tion Temporary Silt Ditch Sym bol 245.05 _ . Temporary Diversion ..••-? ?D 893.01 ..................... ........ Temporary Silt Fence 890.05 Temporary Slope Drain with Earth Berm .......... •- 245.01 Silt Basin Type A - 245.02 Silt Basin Type B 892.04 Temporary Rock Silt 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, .. E \ 897.01 Rock Pipe Inlet Protection Type-A --, ---?? .? $ h 897.02 Rock Pipe Inlet Protection Type-B ---,,,,,,,-, f ? ?r 894.01 Rock Silt Screen . ....... 245.04 Stilling Basin ......................................... L Lq A Rock Inlet Protection: I 896.01 Type A ............................... A .. OR .. A 896.02 Type B B .. OR -• BJ 896.03 Type C ............................... . C[3-- OR CJ 12 March, 1992 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 maintainedDn a regular basis. Silt fences shall DQt 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: Kited With Wire Without Wire Fabric Type 3 Class A Type 3 Class B Steel posts length 5 ft 5 ft. Post spacing 10 ft. 6-ft. maximum 17 March, 1992 C. z III- °jm III c lid I I h ax ITT - I I I? I-I ?x #I ?? III as w ?I. i.?l _ wF U tttt i ii ii i f. w ?i II- z 'flf ' _ i 7h O E.., W ?o ? ------ --' of a lj I I MI ?- - z z a Wr ? V V ?, S r? ? U a 4 _z E' W far as c fir. F a H a III Q cz ZW:. a m IT =,11 . ; F? :a III- Cl: z A ?f, ,tf, >~ w v III O x L o:a o a a ... a- ?O._ o •, a: 4 t w L OC _ E. fV p W 2 O?: a i LK W Cl x F '. to o Z 0 a -- a 'L W W Ca. • Cr v ?avFi 4aF pL.. Q R\ x o w w W Cn x ;n? ? C) ?FW ZWW z rz -'ax ac,',Z?'x Q A aF xZWtZF- 0 dCa.W ,,^^ -C z F ?fnM Uxpxxpya., Izl Vl W (-F O o W 2 V)W -30= =Czw ImF 141 Ca 4<- '¢p0GW 0;; E- 94 z W FU Z CC wGa< V) CRl Q UWA.?ZF' xFWFW Q to W W?tDU?c)FtL)FC7a ?Itv.7p O A 2p 0 rZ4.4WL+.6a?W2 :'12 a? z _ow oc,.o xa c? ?-- I >, > N a a ? ? w, ox FF V) Fi g • ie4 l O' Q 18 March, 1992 TEMPORARY ROCK SILT CHECK TYPE-B: D 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 CRITERIA: Center of rock silt check shall be at least 1 (top of channel sides) The spacing (ft.) = (3 / % of ditch grade) X foot lower than the outer edges 100 ft. 27 March, 1992 _a v o0 ?- z Lj mU o F ? Ld 4x v a, Z JX O J h- O 3 F-JQZ (n0=OZZ O DC (n U O O I > W F- H - mzOW U) Q Q i= Z 1 JOUQHWCr- - , .o O W az-?-aw-; U. <r =O. awm- W-m UOm w w (n . x .-+ LL ¦ N J WO 0x zClI(nlt?WCn m ---,w ? O UJ U) z tn N 1 ! ? LJ w?'- Q??OQ !r 1 W = ,,, O OUQzwu Z LL - n. ° - -- 1 v a N J Z v, ° V = 4 ° O F- u m U) G ? la- ° wm z ?- O E-U.U LL LL- CL 005j C) w C) w o V) z zM.? < (11 = O °x m <r Q O U tV ?_ Q <? o ?- CL ?\ Z O / Z ? 0 0 E-- 2: V? O W ?? J L - > i U W, _ W Q ?- -'1 z O I1 - w O Q J cn W cn N Q ?O ° Cr Cr Q I I Z: i D 0 U U = s. 4x. o' w' I U) !ccI JFiol I a ciw' Iii n 0 28 March, 1992 ROCK SILT SCREEN: f d 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 device is removed from the stream. AREAS OF USE: • 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, 1992 o, - - - - - - - - - - - - - 'r a h'1? '. ?a 'v'- 11n 1.n Y a l Z .. Lli Li c V v0 ?ti 4j ?J cr _• N - L Cn cr) 1 U ao- W 6A OO Z.? 07 .a w w z Q F. H? Z 0 N Q z H Ado 4y Z O CL O F- U.) p-.4 : Z O M W O z w U- CL. Z t` z Q zv?: rx?'w ?r ma0 wa o mw =V) =wa o°moaw o ?- vFiw c? x°-?z' oHUaa _? u cf) Cf) ..7mvV) 0 4. U O0x0ZwW°O = d' a a ozc z ?[O.,U0.? zC4 c - zw O, in N z =w= Q f HW v WE-OmW WZHW :)W> z UZ.7mUH: mm< a..a=mo N? v o ?EO.a <N?AaWaWzX-3<x - v.Ccr E-V)i?zazz"Naow2z= Fc a ;f o1-Z 50 o w0=00c, Xt-o=o xu'w ?r 7',ca z mc?v??t cnv?c?.a? v??o ? w ?sl 0 i ?z; I E z + F-i 38 March,1992 L ' ' sNouc\ ? ? 1 ? /otSD / sTUE.?ED? / ; d ? I .?/srxF?( cN?fnl? ? 9+sa ?I 1 yt oo I I f f3 fi.?D 1 ? ;.. Sc.?EEiJ 1 1 OL17 //? y./ FW6 'ED , cAb WAY. ?,ZOPo 5E? F/C.L - - -== s-- &//a : l CaZALE ? __ - ,5xi- 77-1 a STi'E,S/?w'fv ,6r, 8{so PL A14 # PRoFIL-r ,4u srQEA?+.a?_v yl?iz"F) 0 ,-.P .?i772 ?4 ZZA,lcff ZOAD o?Ir?EW s7W 14+/ 9 lTG l1 1?/ GCfEG,r ,v?4 /rl.S ?lX? S/LT :PLACE ?.r/.JC. 36'Ci?IP W/ -Q L.F. -fB"C?fP Nor 7V sc cLi 1)64toc) 1-4r,"44 3101'611t A ,F. - 48''G?tP .:?w ,4+/ 9 .- DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS f 50- RO. BOX 1890 r .a.....,. WILMINGTON, NORTH CAROLINA 28402-1890 t.?< ?•?"'? REPLY TO + ATTENTION OF August 7, 1995 Regulatory Branch Action ID No. 199502785 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: Repf- en e- your application of May 19, 1995, for Department of the Army (DA) autho zatio to replace and/or extend a culvert and to relocate a segment of Sitt n-Creek in conjunction with the upgrading of SR 1162, Sitton Branch Road, ne .r Bryson ity, Swain County, North Carolina. The project will impact less t n 1/3 ac of Waters of the United States. The proposal has been reviewed by he North arolina Wildlife Resources Commission (WRC). F the purposes of the Corps of Engineers' Regulatory Program, Title 33, Co 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, and those outlined in the attached June 27, 1995 WRC letter. 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: Pnraed on 0 Recycled Paper . .. -2- Copies Furnished (without enclosure): John Dorney Water Quality Section Division of Environmental Management North Carolina Department of Environment, Health and Natural Resources 4401 Reedy Creek Road Raleigh, North Carolina 27611-7687