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19950079 Ver 1_Complete File_19950125
State 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 Al I FA wow E3 F= Fl' January 30, 1995 Haywood County DEM Project # 95079 APPROVAL of 401 Water Quality Certification Mr. C.R. Styles P.O. Box 250 Bryson City, N.C. 28713 FILE COPY Dear Mr. Styles: You have our approval to place fill material in 0.01 acres of wetlands or waters for the purpose of road maintenance at SR 1336, Wesley Creek Road, as you described in your application dated 17 January 1995. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 2732. This certification allows you to use Nationwide Permit Number 14 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. Sincerely, Pestonward, . P.E. Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office Asheville DEM Regional Office Mr. John Domey Central Files 95079.1tr 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 JAMES B. HUNT, JR GOVERNOR DIVISION OF HIGHWAYS Bryson City, NC 28713 January 19, 1995 Haywood County C. SR 1336 Mr. Bob Johnson 215 Army Corps of Engineer Reg. Field Office Room 75, Grove Park Ave. Asheville, NC 28801-2714 Dear X1r. Johnson, R. SAMUEL HUNT III SECRETARY p The North Carolina Department of Transportation is proposing to grade, drain, base and pave primarily along the existing roadway of SR 1336, Wesley Creek Road, in Haywood County. In order to construct this project in accordance with our current secondary road standards and due to the proximity of Wesley Creek and it tributaries, (DEM Class C) and mplacernent of four pipe culverts, we are requesting authorization under Section 444 of the Clean Water Act. I am_ sending strzight line diagram with our proposed erosion control constru;,-tion limits at various sites along the project. Is. addition a typical uection. of the road, cross sections, drawings for pipe culvert replacements, general notes and standards on erosion control measures and a rnarked comity map are ,.Inclosed. ThP best management practices will be used to minimize and control sedimentation and erosion on this project. The construction foreman will review ah erosion control measures daily to ensure sedimentation and erosion are being effectively controlled. If the planned devices z>re ..ot functioning as intended, they will immediately by replaced with better devices. The rock silt screens and other erosion control devices will be iit place prior to pipe construction and wih rernain in place until the project is stabilized. By copy of this letter I am asking Mr. David Yow, Nortls CdrolLza Resources Comarisssion, District Fisheries Biologist to comn^aent directly to you ccsicernmgy the 404 Nationvv cad request. 50.1 V 401 ISSUE[ °? ?• JTATE OF NORTH CAROLINA DEPARTMENT OF NSI'QuATIm 0 o AOL F d I?1r. Bob Johnson Page 2 January 18, 1995 Also by copy of this letter, I am requesting authorization to proceed under Se c Im 401 of the Clean Water Act from Dhibsion of Environmental Management. We would like to begin constraction as soon as possible. Lf f-u thcr informaticn is required, please advise. Your early review and consideration will be appreciated. a Yo trail , a St S J n wv, E. Did ct E*rg veer cc: Mr. Richard Phillips, P. E., Re ?onal Engineer DEIIRTR Mr. F. D. IVImm-tin, P. E., Division Engineer Ifr. E. L. Ingle Area Roadside Enviromnental Engineer IIr. Eric Galamb, Water Quality Cerdficatior, Unit, DENT Tyr. David Yc-a, District Fisheries Biologist, NCWRC 0 bRM M: ACTON ID: Nationwide Permit Requested (Provide Na ionwidie Permit ft 14 J OW FORM MIT!, Nationwide permits that require notif cation to the Comps of Engineers Nationwide permits that require application for Section 401 certification Wn..MlNGTON DISTRICT ENGINEER CORPS OF ENGINEERS DEPARTMENT OF THE ARMY P.O. Box 1890 Wilrnini ton, NC 28402-1890 ATTN: CESAW CO-E Telephone (919) 251.4511 WATER QUALITY PLANNING DIVISION OF ENVIRONMEMAL MANAGEMENT NC DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES P.O. Ilox 29535 Raleigh, NC 27626-0535 ATTN: MR. JOAN DORNEY Telephone (919) 733-5083 ONE (1) COPY OF THIS COLLETED API)LICATION 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. Owriars Narne• North Carolina Department of Transportation° 2. Owners Address: P- 0. Box 250, Bryson City, NC 28713 3. Owners Phone Number (Horne): (Work): (704) 488-2131 4. If Applicably: Aa;nt's name or respensiblo corporate official, address, phone numb= C. R. Styles 5. Location of work (MUST ATTACH MAP). County ? Haywood County Nearest Town or City Lake Junaluska, NC Speck Location (Zraelude road numbers, landmarks, etc.): _SR 1336 , Wesley Creek Road 6, Name of Closest Sman fiver: Pigeon River 7. lliverDasin• French Broad River 8. Is this project located in a water; hed classified as Tmtt, SA, HQVJ, ORW, VIS I, od WS II? YES [ ] NO [ 9. Have any Section 404 permits been previously requested for Paso on this property? YES [) NO k] If yes, explain. 10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: 0.01 Ac 11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project: Fll : 0.01 Ac Dminod: Mcoded: ?.? cavctc-d° Total Impacted: 0.01 Ac 40 icy c E"!!1L! t t o :r CJMMO :0057 r It 1 a - k ?I+ws.,. t 1 NVO!AGEMFNT try P 5 G A H /J36 APES a [a?> a - ?+G,- V>! A 7 5 0 C j A ?`? [ n a: l tsT, ? ,tt; tt v 4 G Y tmq- i \• • ?I • o t ` 1\KI ? ? r0 b ? ...? r !v 'Im dC,.:_a rore a , ^s?/^` .7. 3 o i(tii•3ti7:, ?` j v,'' b lSdd is a tde Ira ?,j'yd '•' tssa 5 ??JP:4' ?• ;a t}Y`?' OETSEYS GAP x`it '' ) .5 a 1.' 3i\.? t?vtas Ge!.k 1 E? IfEaO•i,?TT?L.FJ.5,895 _ i ' ? r /. .1 ' 1 ssc e ?t: I ?1.. c Itt, t ' ? I c "f t ?'??"" c?'? '? ?':iv-:°R'/:.-•. .3 'tom y?1 :. 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G:,OTF ¢A1:eAGA l ¢ll L!"_-V. 6.200 t31j 9 : 23 /7 FAS s4?6',S''_+¢ SUGPJt Top CZ ?P-? e e C .. `Control of Access Line. •.. ....... ------ S1oPe Stake Dine.. ... a ........... . --.-?-- \? _ -. >Bridge. °._ ....°.. ..e...e Culver ° • .. 0 1. 0. 1. or Pclep lit) gze oc? `I'elegrap l' Vole...... oI>HOP •O- y Tower Pole and Line.. ... °.• ..? -? -` ?--? 1 Polder Pole . o .. ........... • e 4E.M.131 b 1! ito e t, a s c 11l e I 1 L Line .. ° . , o e o ° ° . ° .. ?: ° m ? ?°°?°-° ° `O?• „ c?.?° Niowincy I_1nllC ° ° ° ° . e ° . °'° . ° ° . ?.•.•_? a -e--?o Gard bail . . . oeoe .... ° 4 - ; ° Sala itary Sewer.Line.: o . e . e . o . e ater Lin a ••o • a o•e•o 0 0.0 '• o a.e o o e o • • • e'o`'o `? ???? o o • , o. eo Gas Line .' o • '. ... .... . ?.?---?s - ?fl ?•?'fl??c PROPOSED Chain Link- Tence••e e ° a ° 'PROPOSED PROPOSED ?. e° e. e . e ? - a a Woven Wire Fcnc e o . ° ° . e ° ... • --?-- Regeneracion. . . ° o e . . . . . . . o •. . Refol*estation . o ' .... . `I'em )orarv Silt Ditcli .'....... o..... °- c::,? . ?• 7's?a Tenlporarv ,Silc Felice • .. o ..........' C.- Teniporal=y.Slope -Drain ' ..... ...°° . . Brush Barrier:.-'. ° ' ..... U Silt Check Dare '?])e A.. ........ a ...': I Al. Silt Checl? DaalG Zee l3 ............. i . b?i1t 3asin'1?•pe'.A . o. ° e . 3ilcBasii1T)j)eB ....°°°°°ee....e•?.eo ?qoclc Silt Clieck Dam ... ........:... . I,e6ll l LJI I'I?? . o e e• s o 0 o e• e e o.° o o.•. hemp, Sione Ditch ??e nr7 i n Check v ..... . . $i\ e. - 3 r P ° 77 ©a'Q tai 8 C. va Vl'a BSA ke Ire 71. Ja 0,3 9 p °,^ o V a I' e ? I € ? ?p p . P e ? I? v N o d a • i ° N ' a I ' p,?p? o D 0 D !flR!(_ _-? e o ? ` T P ` _ ' ?__ N O ?d ?._??,. °? B ?T ? ? a o- 07 ,g sex A o m fl I ? Ii V' . i P _ O o c c J J ?j f Q • C q Q o J ? u 46 _ ' n ? . I ??o F?y? ????,? C? ???a.°? a? ? O ?. 0 o ,: ;, U ? J Q O 1 Q ? f f - P- I k R Ss CS C, Q 0 0 O C I 0 n P EO-f? J? ( J 14 j J r=7 0 L 1 18 1. it .? J ??? ?? ? 1 ? '?; ? ,? ? '' ,; 193 V CJ o „a 71, (J ?C r O /r, l^ z I A temporary silt fence; is commonly. used at the toe of a fill section to prevent offs- site sedimentation. It is made of permeable filter fabric buried at the bottom, st -ctched and supported by steel posts. Ite silt fence reduces the water flow wERe retaining the sediment. They may also be Izsed t*0 divert water flow to Protected outlets. Silt fences need to be checked after each sig,i ficant rainfall to ensure there effectiveness. They east be maintained o.? a regular basis. Silt fences shall Dof b- inst-Iled across strearns, ditches, or waterways. AREAS OF USE: At toe of fill sections where sediment runoff can be stored and contained inside the project limits. DF.sIGN CI'.=PIA: ateria! nth Wire i litho a? RIi ? Q Fabric ??ype 3 Class A ??e.3 Claas3 B- Steel posts length 5 ft 5 ft. Post spacing 10 ft. 6 ft. zn n urn I r; - i ! q I ' 1 March, 1992 0 oIa z FIc` vlm A I1I z Z ea .ate • ?, cd0 :+ CI ¢w I /oa Q ? +V to L Wqv-? C, ? a E 0 W z? aa? 0. E- Cl) I cjJ M w Grp w I I , jr. C- u Lij r4 22: Cf) M? Cy Q V?G 1. ? M Oti rp? © /^? f 1 !'?'sy o-. M S-11 Y• _? .• ? 64 C) ? WI a _ .. U1 r- Ow z ? Q M Ga " G ? cr E- ? ? L 1 ad CY ^ W .. ? oia rti 1 I r ? y ? r4 -1 . ? < o P t o n CJ =::) 6s1 E- C7,i-, 1 G77 E-+ z '. d ? G„ ? SA.CJ G? rx] 0 LO ul .4 r4 U- wc?..??Ho ?c?we? z 0 u a _ WGb'rccU` ?E r4 E- -3 W, Ell A U 1 ( ? u ? (L z ©en os?ta c . l i > d 1 t.^ ? z < .... March,1992 T n14,RY RoCK EEiLT Crmcr?: TYPE-8o temporary rock silt check type-B (also called eheck darn.) is a small dam with a weir used to reduce gullying in drainage ditches that are to he filled or pernap.2-ntly stabilized at a later date. These type-B rock silt checks help reduce the flow velocity and are geno-rally made of class-B stone. They are used iki dAtche,s during cons ctiot where the gli dy meets and&T, exceeds 3%. AnEAs OF USE: * In channels, roadside ditch outlets. temporary silt ditches, %nd tennporarry diversions. IV copnjuniction wid-I ti--:B s2t basins. Daimq CPdu--.PiAa Center of rock silt cheep shall b-- at least 1 sopt lovloz thl oau true ouzo cekgcr- (top of channel. sides) The spacing (ft.) (3 B cX5 of ditc?l i S w'ae) x ft. P o" L- 2 arch, 1992 I i W h- O mU W ¢ c J > z JLI. O J E- ® _ 003:0 CJ ? L'i (r(nUOO iM y LIJ t-- r t O z 0 tsJ (n z OzTmO I' 0 .J U tE t- LJOC C-- i iD J mW Ul UJ U)s f? LL. 0 J W CD Or e ' L z cc Y) LL a-bj co WP-' ?QHOCs a. ?- F- W Cr J +-a -J 0 o (.J ¢ z (n (_J W L . [p- 0 a 4y CL i e 0 -J --? LJ ? N ar F- ._ --_ ?-r a ° o ?3 g s a w ® Wm 0 > 0 I> 0 U) lit III - i M' Q Q Z d! U--) ?Im k C . 0 s- L) ?I C) C, ?P V C+? CD E-L;, cr us,®a C?_ Lij ?? uI !I ® N CC . , Q Q :ls I< P-- )I11JL z 1 (f') R-Ij a; ejr! 16 Z o CL _ o L) Z c- -?..' O o z -0 L? ?U T (? U Q LLJ Co w (00 U) Lu (n N CC Q- ?. l U U Q< / cr i I:` e c ROCK 5117 SCREE M 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-o wa,? or easement boundary. The rock silt screen utilizes class B stone lined with, 4rS or ;,157 stone to produce a ripple-effect in the stream to settle the lzraer sedl.ment paa- Iles transported in the stream from the conswucCon situ. The trapped ;;edirncn1 shell be cleaned out before the device is removed from the strew. ARE, AS OF USE: o Hn live streams below construction sites v.rhere construction occUrs in dr adjacent to the stream. In live streams below a culvert construction site. Where it can be cleaned before it is removed from strearn, DESitGN CRI' r A: Structural stone - class B tome Sediment control stone - # 5 or 57 stove Dam height - 1.5 ft. minimum and 3 ft.. rriaxinium ( shall not be highcg than 1 ft. above normal flow of steam) fr O S - l?ia 1?9 c -- 0 eS U d ? ?• LJ > > 0 p 0 - - ---- X C5 W = E CZ! z > < E- Z V) Z ZE-CL. o caEQ Imo-- w C) B d W w ©W F [ w ro t U aaa? o h z z rn . x e, ea C? zC?.? `^ © . o0moWW C4 ®E-O 00-cz©zWCz!Ll® .ESL c „? rl?J U®EQ C) oz- o a C? Cs. CZ. a W z W C ® z W r.? ?o w Cs1E-adG W ZC- ??DW> I ?Q z 0 0 -4 co ID E- 0 c E- C4 -a rn V) F- .4 m c E- Da .1 Z E-V) z¢Zz<M QCJw"z.` p r' G c z CQUMUE-- CQwCs.o u CO 0 N •• ?F d L ti r F• ,< z ol@ 77 Li g ?Q? @V 7 J F°1 f?Q a ?a a orr, ®v i° o CD [mod A t r AT ?a &A&E ? r - 1 _ G UT SGT cc /:/ d i J a IPagF.? FILL S/.aP? ?/TE z A F t i I a _ II 1 i t pzp®s6D F/'ZZ 1 fL ? / s1r?? AZI& REP ?,c?/?/.?f ?o?.L ?PO.?D ?/L L Sl??? _ _ _ .SG®? . ._ ? __ ? ? w_• ,? i DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS C ?J P.O. BOX 1890 WILMINGTON, NORTH CAROLINA 28402-1890 - µ; REPLY TO ATTENTION OF June 5, 1995 Regulatory Branch Action ID No. 199502878 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 January 23, 1995, for Department of the Army (DA) autho zat n to replace and/or extend four culverts in unnamed tributaries to Wesle Creek i conjunction with the upgrading of SR 1336, Wesley Creek Road, near La Junalu ka, Haywood County, North Carolina. The project will impact less t an 1/3 cre of Waters of the United States. The proposal has been review by the North Carolina Wildlife Resources Commission (WRC). F r 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 0 Recycled Paper 1 -2- Copies Furnished (without enclosure): vAr. 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 27607