Loading...
HomeMy WebLinkAbout19950815 Ver 1_Complete File_19950807State 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 APPROVAL of 401 Water Quality Certification Mr. C. R. Styles District Engineer NC DOT P. O. Box 250 Bryson City, N. C. 28713 Dear Mr. Styles: RIF- F .7 AM [D EHNR August 9, 1995 Swain County DEM Project # 95815 r. You have our approval to place fill material in 0.014 acres of wetlands or waters for the purpose of realigning a driveway along the existing roadway of SR 1127 (Davis Branch Road), as you described in your application dated 31 July 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. 276 1 1-7447. 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. Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office Asheville DEM Regional Office Mr. John Domey Central Files Sincerely, P ston Howa , Jr. P.E. 95815.1tr 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 s"AAft• ? ,, ? 5815 s! STATE OF NORTH CAROLINA DEPARTMENT OF TPANSPORTATION JAMES B. HUNT, )IL GOVERNOR Swain County SR 1127 Mr. Bob Johnson 215 Army Corps of Engineer Reg. Field Office Room 75, Grove Park Ave. Asheville, NC 28801-2714 Dear Mr. Johnson, DIVISION OF HIGHWAYS R. SAMUEL HUNT I I I SECRETARY Bryson City, NC 28713 July 31, 1995 The North Carolina Department of Transportation is proposing to realign a driveway along the existing roadway of SR 1127, Davis Branch Road, in Swain County. In order to construct this project in accordance with our current secondary road standards, and due to the proposed fill section of Davis Branch (DEM Class C) and replacement of pipe culverts, we are requesting authorization under Section 404 of the Clean Water Act. I am sending a straight line diagram with our proposed erosion control construction limits at various sites along the project. In addition a drawing for the pipe culvert addition and replacement and the proposed fill section of Davis Branch, general notes and standards on erosion control measures and a marked county map are enclosed. We propose to install the new culvert along the. existing streambed elevation where bedrock is not encountered to minimize impact to wildlife habitat and allow the existing gradients to remain as unchanged as physically possible. 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 screens 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 Resources Commission, District Fisheries Biologist to comment directly to you concerning the 404 Nationwide permit request. RD] Mr. Bob Johnson Page 2 July 31, 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. In addition, I am asking Mr. Yow and Mr. Ed Ingle, Area Roadside Environmental Engineer (NC DOT) to comment directly to me concerning this permit request. 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,,p (()),, M. T. Gibbs 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 NOTIFICATION FORM INFORMATION SHEET Nationwide permits that require notification 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 Corps of Engineers before work an proceed. They are as follows: NWP S (only for discharges of 10 to 25 cubic yards) NWP 7 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) 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 yards or the discharge is in a special aquatic site and must include a delineation of the affected special aquatic site, including wetlands) NWP 21 (must include a delineation of affected special aquatic sites, including wetlands) NWP 26 (only for ter 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 derineation 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 the 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 time 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 permits rreegqwee an appliatioa to DEM in order to obtain Section 401 water quality certification. They are NWP 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 general certifications and require no application. They are NWP 3, NWP 4, NWP 5. NWP 7. NWP 20, NWP 22, NWP 23 (requires notification to DEM). 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 le ss than 500 feet In length), NWP 14 (for projects that impact waters only), NWP 18 (for projects with less than 10 cubic Kqqu? PPI wetlands). SProjects that do notlmeettesl cn erria require application or tha Set ti0 equal to one-third acre fill of 401 water quality certify ations. or C. NOTIFICATION/APPLICATION PROCEDURES.. The attached form should be used to obtain approval from the Corps of Engineers and/or the N.C. Division of Environmental Management as specified above. The permittee should make sure that all necessary information is provided in order to avoid delays. One copy of the completed form is required by the Corps of Engineers and seven copies art required by DEM. Plans and maps must be on 8 1/2 k 11 inch paper. Endangered species requirement: For Corps of Engineers notifications only, applicants must notify the U.S. Fish and Wildlife Service and/or the National Marine Fisheries Service regarding the presence of endangered species that may be affected by the proposed project. U.S. FISH AND WILDLIFE SERVICE NATIONAL Nf ARINE FISHERIES SERVICE RALEIGH FIELD OFFICE HABITAT CONSERVA77ON DIVISION P. O. Box 33726 % Pivers Island Raleigh, NC 27636-3726 Beaufort, NC 28516 Telephone (919) 856-4520 Telephone (919) 728-5090 Historic resources requirement: For Corps of Engineers notifications only, applicants must notify the State Historic Preservation Office regarding the presence of historic properties that may be affected by the proposed project. STATE HISTORIC PRESERVATION OFFICE N.C. DIVISION OF ARCHIVES AND HISTORY 109 East Jones Street Raleigh, NC 27601 Telephone (919) 733-4763 Information obtained from these agencies should be forwarded to the Corps. DEM ID: ACTION M: Nationwide Permit Requested (Provide Nationwide Permit 11): 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 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, HEALTH, AND NATURAL RESOURCES P.O. Box 29533 Raleigh, NC 27626-0535 ATTN: MR. JOHN DORNEY Telephone (919) 733-3083 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): I (Work): (704) 488-2131 4. If Applicable: Agent's name or responsible corporate official, address. phone numbec C. R. Styles, P. E. 5. Location of work (MUST ATTACH MAP). County: Swain Nearest Town or City: Bryson City SF-cific Location'(Include road numbers, landmarks, etc.): su 1127. Davis Branch Road 6. Name of Closest Stream/River. Sawmill Creek 7. River Basin: Little Tennessee River Basin 8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS III? YES [ ] NO [X] 9. Have any Section 404 permits been previously reque?ted for use on this property? YES J< I NO [ l If yes. explain. 2- mpipe extensions, Rechannelization 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: .014 Drained: Flooded: Excavated: Total Impacted. 0.014 12. Description of proposed work (Attach PLANS-8 1/2" X 11" drawings only): To widen and pav _ SR 1127 to meet current NC DOT standards. 13. Purpose of proposed work: Same 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 [ XJ 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? woodland - Residential F. If applicable, what is proposed method of sewage disposal? 8- /-95 's Sigrtattirre Date KNVII 35:35 .l ` I of S E V I E R -1_ C O U N I Y • MOUNT '\?b ^ 7 P 5ttER 3 BALD RRJGAIAW DOME ELEV. 6,643 S M O K Y c o RAVEN DIN r, \A 1 '? ANDREWS BALD r ELEV. 4,247 111.1,860 M o f. Y G SEAR WALLOW KNOB EIEV..,93. JR 1127 DAVI-s f3? O < I N Coutirr(? _ ? 5prlny sRG" ROCKS -- _. _ Bro_nrh ELEV. 5,190 V O ? Z W = U O ?s N 4 K Y ? Oc c -' a,? " ,? ISZL 13" b 1,0 ISSI I)S] \ I T u31 13a .: .. 7.) 1392- t > ,) f f'b -.. E t 1777 h ,)ie^? _ S 1 ,. ', ? :1114 Eu 1 ^ BRYSON L.Ih,? CITY Pop. I, 350 / 1.,, ` . .: r • K4G2, III; .2,451 `??. rl:. S V ? 1317 yb 1??,. ( J ?I(11. T' II"? 1 ?a 1 13 9 74 Js°JS' t ?? N A ` T A FJ ACA L377A ?? f? till. sOff a ----1[ 7]1` , I POTATO jij."ILL m d 1Lit ILEV. 3.306 ' 1 .7 1 t •_' P s] a • ? 31t 17N ?0 4 1307 .li!1 T ns ?r !7)1 IIt • 6, 1171 . .,3 167 1M. t3v 'J y ill i'L? 11M v V lI I S9E I' -- TO FONTANA VKLAO1 V \ ? ' , 1794 1751 ] ?•,y0 RESERVATION .1\ 7 7f 1 \\ L 1t0t ? ' 1? ROUND e i It'll TOP Alarka 6 A, 'r 4 ' )iQ3 ( Il.e Al L I,W )y?R I)P1 1703 1112 1141 11.) G`N7 RATTLESNAKE 2 ` O9{ e ,1117 A iN CUPP B .t '? ?I If a 1A '1 1124 // 1741 74 ° .louado ., ?, '° J Almw M 78 1177 i 0114 1 .4 N A T 1 O N A .1 111• ro ,? O •',? C 1177 11)1 11.3 ° o DARKER % 7./ ( 1117 12411 j 1 11.0 BUTTE na TYRf TOP. T•I y ,L}3 .) 117 r° 1119 !?y • - i 7':Ihv L u1• 11 ?? 7e Olu. Alor?• i'w ti ? rte`` J le 11]1 7 ]7 $? _ a ? "OGBA?K nq 11 m 92 2 al l13 0 • GAP I ? ,f1 '1 , ` I,. SWIM BALD ????• v IV p .!nu 113 . 1129 uro 1 7 • \NA T n] /? ,'?: LA IleO f1B N 1135 T'?'-- A~ - 72 R7V£k .R 74 "ps?? KNOB ..? •?• - -??, 1119 °'•' no] ( 7 1 4 1111 [. 1112 loll O R S T V/?/ j- ?J Y.. 1170 1107 ?G I)1 I r MICA _1110 •.'i KNOB .?J??'? ?H\ ,?},.//?')1 1 tP7 1107 • ' 1191 NPdmlx•'- I 12 56 1131 I, , tt V 3?L{/ • \J'? , ' 60 O? • t = '• 11] 11)2 \s PuKS BALD o, Creek ?? ? JJ 00 ', ? f 1113 117) L 1 :?' E 1101 441 P h 1107 = 111. 241 ]Pf 1107- ..? i V t? S 1 .p '? ^1\ PINNACLE KNOB I , .II Ito. 110?'1 )of?i ; ij? ...:? • " 14 (L1~/r?. `?' DfNART 'P .7 tl, ?D J U r. BALD CI 1^\\? SILVERMrW GAP `vT -•-r1'. ???? /`?• (? Ala ,?? 110]/?? _?., ..?? \ O N M A uu. S.R. //2'7 0 . a - 99zo 7i F R 0 M . ,?. // t8 S D ?3 ?o D ADDITION N' 2POVEM ENT '0 BE PAVED' P POLES TO BE MOVED T. POLES TO BE MOVE D \A/I D T H SCALE y?S I //=50 /o- /9-9f? w Railroad. ......................... C Control of ,kccess Line.' .............. - ... S?ope Stale Lmei. Bridge.*.',`*,.,.,. Culvert `... ..... Telephone er. Telegrapli Pole ......... it:N t`i•t' -o- 1 1111(011-0- t Tower Pole and Line... -" -? ?- Power Pole ........................ ?ENIST d ?-witoi' b 1 Easenit;a Lime.. ' .:........ .......... imo%vin I.iniit' . ' .................. .. . Guard Rail ......................... Sanitar} :Spwer.Line ............... ...'.'....' ............. . Water Line..`.'. Gas Line .. . .............. . Chain Lint: fence ' .................. . ? 'oven Wire hence:..... ......... . ' f-- -----I ?--- CAS --0- I'ROPOSED EX ISTENG -0y 0 -- -0---0- ?.. '.? Teri,porarv Silt Ditch .' ............... I'sr) --- Temportttv .silt FCIIC O .. .............. . TemporarySlope -Drain ....... .... . Brush L'at'riol ................ Silt Chccl< Dam Type A ................. Silt Cliecl< Dam 1)pe B ................ Silt 3asin 1?-peA'...:......:',......:.. Si1c Basin TJ7)e B . . ................. . iocl< Silt Checl< Dam .... .........:... . ??11'? ll l?CI't11 ..........'.. .......... . Hemp, Stone Ditch Check _ ........ . -f t i-----fir ----I I f- IT r . i . S' f 470 $ t DO 1 .z . N . 9t By,e-1 Pd b,?ys??? c.?, .vc. O v 18' I ?714 To Se V-1 d- o/ o F,-- P-14) 1 I 45 0 *00 i Of 00 ?ctq G'a,'sP z s APA?r-W ,ems. ?3,eysoN C?'?? nrC O MARGA?? S',r1?lo??s ?"1 Z ,C',vwooc? CT 0 /D ? 00 I, S fo0 /p A 00 I I fi lz+oo, b 0 ?S/ge7- z ss .a?Jv?s 8,e, ?? 8??so? e?• , I10,e 0 O /$f00 I /5 too I 4 5" A,'?eei? L t?ro,e a/ Z4? 4 tP Ao To?aso nr $a' ,eon 8ty.roN , All c I o I zs?' HP . 0 ov . I 4 I I /D +?00 , lD goo A 20 foo 2P +p0 ,JAc?P Ton/ I ( ? EAR I !-??'??so N X7- Z 60/79 /IAi o/EN N, C ,D/y,s ae. $rr fzorl G:,/y? N,G c O O l9* ? 19+50 ' 3 4. ?q ?s ,lie. ,? d, Ate_ O 0 9 0 . IS" cMp Ia 0 IB' ckP dl_, FFoed •Dc NA,?T 803/ ?t?CoeA?•c,C -D,?. O S7A, 1 U4-7S = IS ?- ?o NE Ed .4/,71 , w /rO,e 64,utm / e.AAn/rG &° O 0 a a I { 4 /51 ?5o I /stay . IS+oo 71 F 2,5'fov S7?1 2.?f co {5<S=ZS?fI ?cc/ucr ??/i? To /$ ??F7' of ? I Foe S/oc,L? P,u ?ous?' `/l 4 I? o I 60' I? ZS+p° A I STA. 22 #OD = ZZ'LI elA,, 75- 19 C? Fo,G Rock. ?uu I I 4 I 20 400 , 120+00 O Tc,e e? l?J?. ks,cvc G',?FENV./%/ S. G. 29Go7 O .30 X00. ?? o !8 nP ?. 4 b ZSfoo , ?S ".00 ,30 ;-oo 1 ?27??So i 4 I -r 4N Qu eG? 8.e.? $cyzoN c ly, MG 10 0 h 'ec/ 8? yS??? C'.' r?'., NC, II I 18 criP 3s? ?so 0 GARY 3A9KtER 1230.3 wEXFO,ecd ?z i I 4 i o? o 4- 30 ?00?? 30+00 10 I te aoX r? ,S/o of cb j 4,1"00 It I IB ? ?tP I 4 ? 0 r3 .3 : 1 bb I 4 I 01 3si 00 35? o0 ?,?? y5 too ?AV?s Be. eel. Ale- 4 f8CAP ? DD I I (8 1 1 0, , @ 1141 CAT I yo foo I 11/0 a a 15 ,5o 4010 I 1154 00 I So +f?70 +f I OI P t e 8 e ?b a t ?v I f 1,915"Oo 16 ?? ?.? POLE D AT P R C J E'CT -D,g vas B2,4i?c? !zd w .s,,e //Z7 OWNER OF POLES W,O. N 0. L 99207/ _ C 0 U N T Y d .C.'GNT =,,:D . SHEET STATION POLE DIST_ FROM (L PRESENT RD, DIST. FROh? CL PROJECT?I DIST. (L PROJ. AFTER MOVING REMARKS NO. R T. LT. R T. LT. RT. LT. 7 { 80 Fr 2S 2o' I zo' ?ove o% So' XT. of ,vccJ - A, ?ZO '? 1o d? /o ?? 'S? .CFT D? ?YEL? ,2 5 t ZO 20 30 " /ffoUC ?C YO , O c Wove /cr s s" T. o? Ncrw ? i I • I PO L. Ei DATA PROJECT .Z)Ar/i.5 ,I3z4lye? A-Z s. ?. //Z l COUNTY SHEET OWNER OF POLES T c W10. N O< STATION POLE DIST. FROM CL -PRESENT RD. DIST. FROM CL PROJECT- DIST (. PROJ. AFTER MOVING REMARKS NO. R T. LT. R T. LT. RT. LT. 30 +oo T. P. 15' ? /D ZD? 1,40 of /oft 2o' Z c7- oX i?610 I I i DAVIS GEMS' M t H 7 1017 : 444?`???{{{???^ j 1 1 ?l ( V\ `•. f \? b t n' r i hIt@? Ala ?% I(C ,III+F 121 ? OS4 ??.? ? /? j ? ? '1 ?•v _C?..1 ? I??? /? :.)) ?? r l 1 ?? N C, 1 7z113Z-7 -,;I 16 01 y ?\ l?_/ ? i= \\ \ `:\ l?Jf ??(?\\\? \S ? J,\J°O?\,f \ \ \,'?1,??` ' / .1 ? ?)!?/ ?? ?d? ?0? /` ?C?c ???? `??U'/? I 1'n • ? ?, l \ _ _Ze0 0 Mk, 777 p- _ ?.` ? ? a ?? as°• ? ? .??i ????/'"? ?//i iii, ? ) ? .??,?? r' C , \- ,?, ? \;???+' ?•,i' ??,.Obl?.1 3?,f,?? 'l?l \,??? ?- ?%/ Il'i i?,7`J >?\ .-?,'? /""ice I?1 ?li? ?-jai SQd tone 1'1 ...- tf? Ki? 111,/ ?r3XIV EROSION CONTROL DETAILS A ND SPECIFICA,TdONS St -d. # 245.03 D .?cr' tip ion Temporary Silt Ditch Symbol 245.05 Temporary Diversion 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-B "" 892.01 ,..A Type,-, A,,,,, Temporary Rock Sediment Dam 892.02 . Temporary Rock Sediment Dam - T e-B YP ............ 897.01 Rock Pipe Inlet Protection Type-A ... 897.02 894 0 _ Rock Pipe Inlet Protection Type-B ............'_ U . 1 Rock Silt Screen 245.04 ................. .................... Stilling Basin ....... ?1 17,77-71 Rock Inlet Protection:—— LEY 896.01 Type A .... A .. OR •- A ?? 896.02 Type B ............................... B ..OR .. B ?? 896.03 Type C ............... C - OR •• C )) .................. 12 1 ! 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 maintained on a regular basis. Silt fences shall not 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 erial With Wire Without 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 71 1 w r.w F F_0 _F x? ozo I VW U d av W A? aw m Wa Q ? a? az ?w ? V O ? F U F 02 m z ¢-3 as FW D 0 L u D ? r w Il i W II a W a v a ra a4 m G ? w ° w a a a O U I i- ?? jam- A di x 1 I I ~ ?_ V U I ? tII ?E.. , OH "- x - w r • ? w N ?' ? a W Nz z ? N O?Q -Lmw xW aWN aE-'O.J C4 C4 ^ 6N mxtOwom ?x aN zww xzwm-'E' x Q 6WW ° 03 N(/? Uxaxx? W Fa Nw Mow rn LIUOQW E-=uW WW.A N WQ..]x xt..,Wt- ox+c..4c.c•.aavr4 1- 0 'wz z -oN ocL c? x¢ LLJ U z LLJ IL J H O'r O Fzi CL p p=_ Ll.j F- 07 / (O z Q F- I ? OI w O zl a wl E wl N ¢! I 18 March, 1992 a o? o . l ? 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. DF.sIGN CRITERIA: • Center of rock silt check shall be at least 1 foot lower than the outer edges (top of channel sides) • The spacing (ft.) _ (3 / % of ditch grade) X 100 ft. 27 Mauch, 1992 Li ~ W 0 0 a ? O ?-- mw ° o s w > LL O FO 0 o a w w s a C3 }m 1, o 0 T v w ?- o CD U ul <E Z JT O -111- ° f-JQz CnOTOZZ O Crln000 r-4 W F- 1- .-. W 4 mZ0W (n s OZTCYO (Y Cr- UQF-- a J LLJ Q Z ^ ?- U_ TO. QWCr• o U')- M UOm U'). 0:-LL. w W O O cc a z I= U) IL CL Ld (n Co OWCn Zcn wf-- ¢o?-oa l O OUQZCnU Z LL-(L=D- -- 9 u ? lll 11 _ ,- ;--. 1 1 " --, 0 z . ? O , 2 F- U > U I- ` Z x - -1 Cn O CnW CL Ln W O > Cr Z u _ ll • Tel , pi 28 I t 4 3 W Z ? O Q W J ---.w m? . N wa ?m ~ J ¢m Z O I-- CL z O U Z F. ' Op U J U Q W O - m_ to O 0W X CL Ua lz I l V-0 . Clpl I C4 Z: s C31! I? > Iw! March, 1992 a G O o it •r, m. Co w Y U LU U ?_j / 'l• V J ?? ?j v ?zz CD f- Oow Q O ?- ? u, W 0 Cr C. z Q Cn A T aE 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 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. 1§92 q J az Z z I-- .'' G&- 2 p?0 w o a -C 94 V) o z w v Q o w z0 cx... = a 0 W Qw ww VV)C4 .0.w E'-O.J]F?; txw.? az. o- E4 JLKN?F?O O0 SVZwwQO aoQaz L)0 En ozooz w.*I-.z w?"co.._.x F W `wF-'0mC4jwzE-wNaw> W?F JCC?0Q-3wQwf?>C..7Qx ?tFo=oo ?Q6ZpI0uZ<¢F-'F w p z m° nUE- vv)i'vviU...0.u vxi4 Q Z .w-. O ti R -u o Za`i O Z S ? X r- z y ? ?, a F J.; 4i V) is 4' ¢ rn w? N i O NL4 u z a J ? ?r W L.Li 11_ J • Zv u pQ n- "o o v. <E CD f Q Cf) f 0 C v c 7 1 50 0 l wa 38 March, 1992 u+ DAY Is F)U- SEC7/00 J Nor TO 5CA l.E i x I N Q.ll vl N BeR r+cA Ft) - SE I12'7 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 March 30, 1995 Swain County DEM Project # 95322 APPROVAL of 401 Water Quality Certification Mr. Brian C. Burch Assistant District Engineer NC DOT P. 0. Box 250 Bryson City, N.C. 28713 Dear Mr. Burch: w You have our approval to place fill material in 0.01 acres of wetlands or waters for the purpose of widening and paving SR 1127, Davis Branch Road, as you described in your application dated 20 March 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 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, pestonard, Jr. P.E. Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office Asheville DEM Regional Office Mr. John Domey Central Files 95322.1tr 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/ 1 0% post-consumor paper MSt?Rv ? ??? ?t53?2 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT, JP- GOVERNOR Swain County SR 1127 Mr. Bob Johnson 215 Army Corps of Engineer Reg. Field Office Room 75, Grove Park Ave. Asheville, NC 28801-2714 Dear Mr. Johnson, DIVISION OF HIGHWAYS It. SAMUEL HUNT I11 SECRETARY Bryson City, NC 28713 March 20, 1995 9?v ? O L ? f `N The North Carolina Department of Transportation is proposing to grade, drain, base and pave primarily along the existing roadway of SR 1127, Davis Branch Road, in Swain County. In order to construct this project in accordance with current secondary road standards and due to rechannelization of Davis Branch (DEM Class C) and replacement of pipe culverts, 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 replacements and the channel change of Davis Branch, general notes and standards on erosion control measures and a marked county map are enclosed. We proposed to install the new culverts slightly below the existing streambed elevation where bedrock is not encountered to minimize impact to wildlife habitat and allow the existing gradients to remain as unchanged as 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 effectively 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. DD Mr. Bob Johnson Page 2 March 20, 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, •r f". 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 r DEM ID: ACTION ID: Nationwide Permit Requested (Provide Nationwide Permit ft 26 JOINT FORM FOR Nationwide permits that require notification to the Corps of Engineers Nationwide permits that require application for Section 401 certification WILNIINGTON 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, HEALTH, 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 ENVIRONMENTAL MANAGEMENT. PLEASE PRINT. 1. Owners Name: North Carolina Department of Transportation 2. Owners Address: P. O. Box 250 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 5. Location of work (MUST ATTACH MAP). County: Swain Nearest Town or City: Bryson City Specific Location (Include road numbers, landmarks, etc.): SR 1127, Davis Branch Road 6. Name of Closest Stream/River. Sawmill Creek 7. River Basin: Little Tennessee River 8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS 11? YES [ ] NO 1 ] 9. Have any Section 404 permits been previously requested for'use on this property? YES [ ] NO PC ] 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: 0.01 Ac Drained: Flooded: Excavated: Total Impacted: 0.01 Ac 12. Description of proposed work (Attach PLANS-8 1R" X 11" drawings only): To widen and Rave Sr 1127 to meet current NC DOT standards. 13. Purpose of proposed work: Same 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 MarineTisheries 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 kJ 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 pq 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? Woodland - Residential F. If applicable, what is proposed method of sewage disposal? Date MOUNT /.?/ ?\ m NETTIE CREEK DAVIS SILERS BALD m BALD ? CLINGMANS DOME ? ` ?-? X1'v? ?.,??• ELEV. 6,673-? % i S) M r O K Y o d \ 7 I m ? W O ?' ANDREWS BALD _ LtP? I 4• \ H .? ELEV. 5,860 O P P SEARWALLOW KNOB ELEV. 7,957 Z 4 \ < U .1 HIGH ROCKS O Brunch ELEV. 5,190 Q U ww I = ? Y IJ33 4 O ?t°D 1 ? ? cf ?o° 1#s7 J? eve .? ?B 1771 1j~ 1 04y 1311 1377 n Gov CP h ? 1#31 37? .? PAST 1773 I e],. ` I F 137# E10 E4?" 11#7 7 n 19 ?A C!1 el , „7 r 1114 74i BRYSON ?? ?? v ? - `' ,• r.a%r; 1717 ?; . CITY ,? i I EVA • / ?, M POP. 1.556 TAP ?y ` ?ta r r / ? KNNS 0 ,4BI !1# ` • \Ii1J / ( 1# 1 .i 17]1 ? .1. ,Cpl .5 1 ?rf u 111. V R 19 is 77' / ?? J !7717 ? ? n i•- CHEROKEE iL N 4 _..3szs 1 N A N T A I? A LimAk E 1 -- --- {/may ? JACM \ POTATO NI\LL .} OH I2 ,q 1111 ,?Ib .,, 1M / INDIAN ?I ? 7114 ELEV. 3,306 1 3 d. •0 1 .2 13 1777 1141 ?Tli y 107 1103 1 3 1773 y !1# ? 'J Ila 1178 1709 '? 1?1kp ., ry I.I.#_ D , )348 0 '? 1.134 1179 To PDORANA VIVAG ° T ISM 1l5 1 !i RESERVATIgN ' h ]. 1 ae 1 1744 1149 ?• 17 _ ROUND „/. 114.0, TOP , •( (J A/a7ka114# J79. ?? 1 6 MO - Ram..rok. ORe ,j'; '• 7 ' ~ % 1300 ?YF 1742 11 ll-11 1147 (,A, RATTLESNAKE ` L 7 71 V J Liz P? ! Ctff . 19 .9 1?l7 ./ 1171 \ f? N N 1( 1172 1 j7 ? • 1.79! .• .lauode 4 y D 114-' N A T I O N A L J Al a. 1123 t O / L77 141 i BARKER % S.I 114 •• 7141 1 ], 1. 7Q Nom., BUTTE 1111 1117 1.6 '4P TYRE TOP'.,, \_... / 5 It117 J 1-37j"?-?{ s Alarka O 112 li._ '? ae 11!} Alorka 11.!4 1138 ` G I NOOBACK 1142 L#L L#7 ?I ?! ` A y trN ,7 , 111! liA .e D -- J ? n •S ? .D 11391/JI 14 2 •-/? 0, .J117 T 1k ? 114) OPE 1137 1171 •1199 7._ \ / t 19 F FNSHPE '(p FI AAA Pilo 41, -- 6] RIVER ` .y 77 \ KNOB' _ '?. 1114. F O R E S T LEATHEMMAN GAP a •"• 1 .7 71.11 1117 71.1 1114 A ELEV. 4.300 M1CA t Q 1147 r i y iJ '.+ 1.171 CY51 NOB /'?•?,r.;ry • ,.j j• RAVEI 1!47 1193 ( 71147 NMdmar: 111. 11 1 1 ' BALD p < `• y ? 1113 3 ?,? •C,• O • • \ `• _ _ - - •Z •1 1133 q# PEAKS BALD V creek •,: I ., y F 1 .1 1191 1 _1f17. .. 1197 I 111.. z 28 1 9] 1.] eF' .1 = PRRIACLE KNOB ?" ;?.??}• 119. 1.?7 DEHART 'T3 .7 wU ?O ? V BALD ?. O ALVERAW* GAP ( -_- ?• -??- G {I C o N 2 C M A C R KEY T R 1 .I U G</H ? /Y V V . ROAD NAME .7?A??s e?,?A.rt?1`? S. R. yi. 0, ?. 992o T/ FROM z . g. 11t8 S o ?S ?o .? End E,vd ADDITION I NI PROVEM ENT TO BE PAVED ' P POLES TO BE MOVED T. POLES TO BE MOVE D vl-w WIDTH SCALE ?A7'E r S' 50' ?o - /9- 9f, EROSION CONTROL DETAILS AND SPECIFICATIONS std.,, °es?ri?'gn Symhol 245.03 Temporary Slit Ditch 245.05 Temporary Diversion ' 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 !7? ........................................... 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 897.01 Rock Pipe Inlet Protection Type-A 897.02 ........... Rock Pipe Inlet Protection Type-13 t 894.01 Rock Silt Screen _ ............ •? 245.04 Stilling Basin Rock Inlet Protection: 896.01 Type A ............................... A OR --A) ................ ............ 896.02 Type B B (] • OR -• B JJ 896.03 Type C •C .. OR •• C) ............. .' E2 12 March, 1992 ................. . Railroad . ....... Control of Access Line.'.............. -- a Slope Stalce Dine ..... ............... ---- ?----' ?- Bridge. '.. ..:...'................. , C u 1 v e I- =`:' :. • .:.':.: ':.. .::............. ---, Telzp11,06 ne or.Tele rapli Pole ......... wxi.s-r -a- i ?t?ttotl' o- I Tower Pole and Line .. ---? ... .... . . ;•r ............. Power Pole :: . 'EXIS'T' d i illttol? ` b ? ... ... . . ......:..' fasemc:m Line. ...... ,_?.•'\i.? Nfowillg Liniit' ' '. ... .......... . -,..._.?-- •--.? Guard Rail ..' ........................ T T Y . Sewer.Line ................ Sa'nitary. ss . . Water Line..".*. ..... . . . ' .............. ------t t- ?' • Gas .......:...:. ' ... Gas Life ' .: ------- 1-1 . .. .. . • 1'ItOPOSI:D EXISTING Chain Lhil: fence'' ...................: -? - -?--=u- : Woven Wire Tence': -?-?--- „-- . . ............... • .?.... , Reforestation '...::....... ....... .. ........ orary Silt nitcll ' Tem tsr) 1•sr) ....... . p S11t Felice III 0 1':1r I' -fh--111-----Ilf- ............... y p e Temporau-slope -Drain ..........; .... . .......... 3rush .. . '. 'ilt Checl( Dam 1'yj)e .:............ n Dilt Clieclc Dam Type II ............... ' ' ' a --+- -3i1t Basin '1 '-pe A ...:.. . . .........:.. ? ? ;ilt Basin T31)e B . .................. . lock Silt Ctteclc Dam .... .........:... . arffi I3Ct'I11 .......... ..•......... . .emp, Stone Ditch Check ......... . ?illlir,r, L?E?sil1 , , '.. . •, • . . 11 n;? ? n 01 i 1 .5'00 .StDD I I I I I ,2 9Z 61,ec/ ed. 8,e yso i? C., ??C. O ? - I 1 -5 TR 0"/ L3,oRRE/ To Se i??o veQ/ oFF ,?/tJ Q I I 4 I 04001 10-f 00 25 Drop-r w 20% F3 I?Yao N C ? '?/? /trC Q MA/ZGA,0 s -M.00/%S ?4z ,? ?woo? cr E/yam. A o /?:o 0 /o f oo . /0 f o o I I I e I e 4 1. S+D0 lz+oo. 0 G?,? y ??ygRr z Ss .DiJvs 8.e. ,ea/, 8,zyso.s/ ?- ?., me 9 /Sfoo I /5 fv0 I 4 , 1 A.'/eer? L t?ro,e 7-oxwsoov Be y BGy.toel e„ 1?,? I? C I O 1 I Z4, I 18' MP 11 t DD I 4 • I /00-00 , l0 ?co XT Z Soy 78 O Bo A4611 PARTo a/ 2)A?/S a@. PC/. ,$RIJoW G'••yf, Ve. Q 0 po too l 9 So 4 o. 0 . e . to a 0 7p +00 I EA,e/ 1-??'NSON 8?3oN C •?y, ?'! G O l9 +5o IB` cMP I ? C4,FFo,ed Zc11.4A7" 803 `tct'oeA1C? be. Ne pv jeav V.4. 2-vt Sl (D' STq 1 to 4- = 18 • `? o N?Ed ?{a'!t,/c? ,?T, of ? 0 b b I 4 -Z5 ; ?o I I LS+ov Sri 2?+S?S=2S?o I ,E uUC ?/ To IS'LFT, of I 4 I 11 0 25+00 A O I I sT4. 2 2 #00 = 22 vL ,Ptdacr e/o To ?9 LF7, av" r? roe ROCK Baer l?o4s?- 60' ahtP I j _ _I I 20 +0Q 1 1 IL 20 +oo O .7c 4zy W4.4-Uccle- 1 t /0 7 ?ocL;s?on/T zo! G'2rE?V,'//e/ .S. G . 29t o7 ? foo . 30 boo I I ?-Sv 18` nP I :roti, e.AC4 V,ga,'s Be. ,4d, ,8,cysonr c: ?},, NC I +27t?o I 4 0? b ZStoo , ? Sao -reoy JA vas 8,e mod. a•?yso.r c.•,/,, /3 3s t too 1Sf oO I I 18 CMP So 4 I I O GARx ZBARKt R 1230.3 WExFoP-c/ /?,'/ls ,ecJ 3 3 676 /z { 4 o? o 30 « o o ,o I 30 +oo 10 +00 I f8" cMP 11 '1 L. I o. Boy 37---- 13 i 0 1 bb I 4 '3s? ? 35-.? 00 ?fo0 • IFS ? oo • I I owt ?,r %A,eT ?? DAViS .8? ?? I?p ?/RyTo,? fgeTo n/ Y,Y? PQvl? Bye, RV 71 4 5' IS` cxp +` DD I a 11 1 - 01 @ ?e c.Atp I 4 J'o goo ?/o + a a P- So "elv I I So +"'o T 4 k' . 1 18 ehip 15 s e IS b 18 MP eI 4 .,5r 4 oo ! ??+00 I6 i Li E O. IS .504901 -- I a o. E. o. P. 4± 16 sra. 50.3G = So 58 tit?rA? ,? wocd??V ST,?AC? s?? a To $? AtoV?d oFF ,?/?J , so +oo , So +oo •j•`?k ?- rill ?. ??• ,? -r % f )?_r _:.. _ -:1f? ?? i\ i ' 1 `.p u ?uo? de S "Of .I J _ ?-1 J^•)f,?, I?,?;!/ //, i('`/??) '/O ? I?% -1??r\/ ?.??r? .if ` /??? ?"?.. ? \1?\? \ `)"Ij\? ??1 `? ? ,? J J? vv/, jf jt ?\- ;oo - -J,11 !? `???{.?\ , ''?_ I, ??rr "'?J ?' ??`?1`? ??? ????\) ? ?.; '?.?(?(' -i ???\` III r? ?pO?Z^• Xl? 1 - 1 ) - IJ r 1 ' Sr? \' I 'I 111 L 1? ?? ?) r ? - , ?? ? DO ,?\? ? i• ?1?\?_ ?? l? ? =?? -- ? ?? ?? ?? -? ??. ?? ?C;?c \, _ ? it t - - 007 gv? 1A 'lie 17't 4 J; U/z 4, N? t ,Z- i\ 2 Fosr- ? C?. ,?<(? -?? -??, )(I? ??)'? 111 ???(_ ) 5/fir )i?? .d / do«ll??.?w??1?s(?iro - ,?'o`)•.. (r ??? -`\/ ?Y ? ? \\? .ll?;i\ \'??( l.?/ _ ) ? ((-? ?'?? ? il'' t`? '? i• \ ' 1 mil, - ,,?s'?a,'a•.•` ' X11,1 ?) -l ?:- 1rL ,.I n'. r l •?/(; +•OP 9 ??(• 11?\`.,i rII? ! ??oC • ?? . j • ` r. ?) lam.,,' \? S; fc zt / . S1A 13 ?35 ,eo,PcsCJ HO.O", ,r Z-y'"Crf? p Peopofcd ('4/' Fist;?9 ?'fopol? P,¢opc .. C/>/l _ /0' /U ' 5rA 13r-35 S' -? AO ,Z ?l .Sl / ? rCAICC CJ 5-0.0 L t 6l) 11 CMJ' j eo,Pom-d SG N???/vcD ft?s?%ng rrl S?opt .),At- Aw E.Y;s 71 /7t70 i I i 1 11150 `I I I 1 1? I f 1 I ? i 1 I 1 ? r I 1 ? I ' I ' I n?oo 1 ?I I I ? I I I I ? I I- ? 1 i ? 1 ? A-?(- H: / "; /,g, Y= / ZS' plzo post) S?W,v" Chrlmvez, w/i z " Vii/ AV &.0 ".)"A Be. P,evp?fed SS O'L F (o " Cr1r' 'Foal ?./0 V- zl+-S0 &;si Ze;s?. 1?1 37• 60 "cr>? I--,' , Peopofc 60"Crl? &.0'eJ;Dc&9p X# Zr+S? ?aX t, 14- .1 ?l S;/tom FEN[6 0036D 40'0'li= ly'lirtf' S?-ca /f 1" =10, Y= 1":10' ?Ao,pole,! I it en? it ...,t. 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: Kit riiil 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 I ? Q Ci III O . ?m - Z I I I I O M III A l'°° z III ax ?? ? ? III da w ,? f __ wF U 'lil 1i:1 I ------- w -- C+ Z ? ? . LL . z {{ Cr j f t . _ z 3 ??t {; „ 1 1 ME il ww ? Cf) -e F w i #;.: i;I3 ` I O I I I z zv. A f{ iI 0. 6 I 1 0? z I# d I w Q xj w L' w o ? III ?xx L 4 O:a a ? Ca 4 ? ¢ E" • Off- _ x L yn tx F 4 w o w z : wG,O.. 1..5.. 0 . .. ¢ ww -u' cl? v .? xa mx-w Q r ..x ..? ww w xzwZ.3I- Q f--- 6x a6 N6F -3 U. +] *4 o ?Nw L)=:3 F. d w z Dic Nw F ,,Qw ?cawE"E mE' 41 0 0a FO 4¢? U. cm0ow 0.4E- zm v,xI 0ww n E 00 a g C4 C4 V) -3 0 z z w OwcazE,: z i-WE-w w a?tDU'?MFWF J Q O ? O AN z t? 0.N..C? E'v' a4. CO o ZCL.M t..", wz p r Aw p E a? z 00 owA xa V 0.¢ w N Ox F fA P ?70 18 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 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 d? d v If -- - ---- ------ i. v;cr LL. Cf) 4q I - - - - = sy J Cf) U u 00 ° v.O= 0 w> ? E- z uF -3 w w Q z ° E- ?d> X O QFL0 E- Cl. W QHO = z 0 Z d Z F- 6 V) V) H :z O W Q W..? UO .]Z W UQ 0 Z z?: CL'..a: p ?d W W v N E- co tn C4 a. W. T5 u 7fXEnQFCpa O Z W W Q W W Q0 o ?? N d0 ¢ dZ UO V) 00QpZ ca t{ N 4. CL :D U3 Z W I- Z v U) EOWv WFOWwWZHW?aW> z zrz Z)00m< V) ?maE.ap?M 0 NL U ?O Q:E-W.4a:: ?oawaWxxaQx v. cr V)w0=00"'4 wZFOr4OM R xWW -f \ °? 0 z S :C z W U V) U E- U V) V) U. Q. U V) . ? Q ,-V Q in V) > zI GJ C,i ? of 38 March,1992 .; REPLY TO ATTENTION OF Regulatory Branch DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS P.O. BOX 1890 WILMINGTON, NORTH CAROLINA 28402-1890 September 22, 1995 Action ID No. 199505120 and Nationwide Permit No. 26 (Headwaters and Isolated Waters) J North Carolina Department of Transportation Division of Highways C.R. Styles Post Office Box 250 Bryson City, North Carolina 28713 Dear Mr. Styles: Reference your application of July 31, 1995, for Department of the Army (DA) authorization to replace and/or en several culverts in Davis Creek and unnamed tributaries thereof, nd to re ocate a segment of Davis Creek in conjunction with the upgradin .of SR 1127, Davis Branch Road, near Bryson City, Swain County, North Carolina./ In additio , a driveway is to be realigned. The project will impact less t an 1/3 acre of Waters of the United States. The proposal has been reviewed y the North Carolina Wildlife Resources Commission (WRC). For the purposes of the Corp 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, and those outlined in the attached August 18, 1995 WRC letter. This nationwide permit does not relieve you -?f 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 ATh Pnnted on ff-LI 31 Recycled Paper ZI r, -2- Copies Furnished (without enclosure): r /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