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Home My WebLink About19970797 Ver 1_Complete File_19970911State of North Carolina Department of Environment, Health and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director A ?? DEN R January 2, 1998 Haywood County DWQProject #970797 APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS Mr. C.R. Styles NC DOT PO Box 250 Bryson City, NC 28713 Dear Mr. Styles: You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 0.1 acres of wetlands or waters for the purpose of improving an existing roadbed at SR 1139, as you described in your application dated August 29, 1997. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3103. This certification allows you to use Nationwide Permit Number 14 when it is issued by the Corps of Engineers. In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval will expire when the accompanying 443 or CAMA permit expires unless otherwise specified in the General Certification. This approval is only valid for the purpose and design that you described in your application except as modified below. If you change your project, you must notify us and you may be required to send us a new application. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to be valid, you must follow the conditions fisted in the attached certification and any additional conditions listed below. 1. Sediment and erosion control measures shall adhere to the design standards for sensitive watersheds (T 15A:04B .0024). 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 IF tter. 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 Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John Domey at 919-733-1786. Sincere I P est Howard, Jr. P.E. Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office Asheville DWQ Regional Office Mr. John Domey Central Files 970797.1tr Division of Water Quality • Non-Discharge Branch 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper L rI,_ 7?S l I -7 i j? jVy STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. GOVERNOR DIVISION OF HIGHWAYS GARLAND B. GARRETT JR. SECRETARY Haywood County SR 1139 Mr. Bob Johnson 215 Army Corps of Engineer Reg. Field Office Room 75, Grove Park Ave. Asheville, NC 28801-2714 Dear Mr. Johnson: P. O. Box 250 Bryson City, NC 28713 August 29, 1997 -70 K-YF?_?13 ) `?tf1 f ? 1999 ?? SG/?ryC?s The North Carolina Department of Transportation is proposing to grade, drain, base and pave primarily along the existing roadway of SR 1139, Camp Branch Road in Haywood County. In order to construct this project in accordance with our current secondary road standards and due to the replacement of three (3) pipe culverts in several unnamed tributaries of Camp Branch (DEM Class C-TR) 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, drawings for the pipe replacements in the unnamed tributaries of Camp Branch, general notes and standards on erosion control measures, and a marked County Map are enclosed. We propose 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 stream 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 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. Mark Davis, Habitat Coordinator Western Mountain District, of the NCWRC to comment directly to you concerning the 404 Nationwide permit request. Mr. Bob Johnson Page 2 August 29, 1997 Also by copy of this letter, I am requesting authorization to proceed under Section 401 of the Clear Water Act from Division of Environmental Management. In addition, I am asking Mr. Davis and Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT), and Mr. Richard Phillips (DEHNR), 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, C7 , ?x C. R. Style , P. District Eng CRS:sd atta. 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. Mark Davis, Habitat Coordinator W. Mtn. Dist., NCWRC DEM ID: ACTION ID: Nationwide Permit Requested (Provide Nationwide Permit #:): '? N 14/ ?y JOINT FORM FOR Nationwide permits that required 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) 252-4511 WATER QUALITY PLANNING DIVISION OF ENVIRONMENTAL MANAGEMENT NC DEPARTMENT OF ENVIRONMENTAL, 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 NC DIVISION OF ENVIRONMENTAL MANAGEMENT. PLEASE PRINT. L 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., District Engineer 5. Location of work (MUST ATTACH MAP). County: Haywood Nearest Town or City: Waynesville Specific Location (Include road numbers, landmarks, etc): SR 1139 - Camp Branch Road 6. Name of Closest Stream/River: Camp Branch 7. River Basin: French Broad River Basin 8. Is this project located in watershed classified a rout, A HQW, ORW, WSI, or WSII? Yes [XI No [ ] 9. Have any Section 404 permits been previously requested for use on this property? Yes [ ] No [ X] If yes, explain: 10. Estimate 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: .01 Ac. Drained: Flooded: Excavated: Total Impacted: .01 Ac. 12. Description of proposed work (Attach PLANS-81/2" x 11" drawings only): To pave and widen SR 1139 to meet current North Carolina Department of Transportation 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 measure taken to minimize wetland impacts. See Attachments 15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or Nation Marine Fisheries Service (NMFS) regarding the presence or any Federally listed or proposed for listing endangered or threatened species or critical habitat in the permit area that may be affected by the proposed project. Have you done so? YES[ X ] NO [ ] With Application 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 ] With Application 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 a copy. E. What is land use of surrounding property? Rural Woodland - Residential F. If applicable, what is proposed method of sewage disposal? 08-29-97 Owner's Signature Date C 'C3 '1 257 ? ? rl n A 'Q x!96 . ? X991 11zo2 IIe1 . 1-31 , T185 \ ra4- / V 1 169 Am. / / ` / / 1 \/ \ 1290 ? \ \ ?i\ .. _ .' \ ?ry 1939 i' ,\ ?/ r/ ?'• a ^?/ I \1 t ? 1 wee I ? - `? \ 1199 I ^ - ^ I \ / i ) ,? I? .20 \ / / \ / / / 4TY ?b y7 IBIS ° I? •03 d EII20b.1n I' a T O G ig Cnawly 1 409 I?^ 1 - r- 27 / el / leis WAYNESVILLF 9 R R / \ J Iat IlI4 lac , , r \ / / I I ' .. 1^r I' / // ? 1 ? / / I I I ?I Ie1z 1619 / c \ / all MAIIlM100D \ \ J I J: _ 176 °p. fill \ .l I I zJ \ I 41 I ? J i 1912 1 Y IF , / ,,yj r ' I 4: a l / I? 11 3 3 // T4 I I \ / ?4T '/ .09 P6\ 1 1 IQ 1132 1 \ / M.rNE MILE .' COUNT a? . \ / 1 IaT I CLUB \ 1\ '\ lam` -? dol 1149 149 pp `,+ ApoT. 11 C 4e - J i221 3 c"o 2 2 Q9 .24 1271 J o \ ?A 224 . 11m d??/ ?? . v r ???-/ ?\) \ ??!'-' ? ? ,.. y -y-, --., i {4WD -?. ?, ?/ '` ? \ `L`am _?? / ?j •??{?``'1-- ?- 74 •?`? -' z. Hr i ?. ''??' ?r?// ms`s o-\?. \?-_ - _ 'v????/??/i?.? j/ '?/,6i i /i -< ?;` - // _ ?, _ -` --?.•? ?.?i ? Iii /? /, ,%i?? 1200 "zoo -- 3v Wo \ I `llf c ?- ` rid=.f1 Li kst In Ld 6:;0 - 57010 "- l -. i F i I \f \ r?? 1 i \? \ ` ?\\ \\ 1, •\\ . I _ _ ?. / - ' v ! 'Y.-..[^I . !`1?A T- V 1-?a v OJ nn(4 CO. ROAD NAME C arv? Q B r?,n?l• S_R_ W.0 FROM S R 113 8 ?,ZOO' ?o dca i cn -1 ADD ITION IMPROVEMENT TO BE PAVED P. POLES TO BE MOVED T. POLES TO 8E MOVED R /W WIDTH SCALE O afic 3 yS' 1" = 50, 3' C'iS/?ck?v EV?.?y .STD•F/r? E'vE?ir /?N-iJ ' G;LE/??6..v d?J7- IU,Y?'.? iy?Lf'f//LG . ?? .vv r.. Td S C/1 C E . ' J'//,.7 • J7/?.i/-V - / 1?il??sTjf/ D/= .??/S7%/.eB/?11 /?RF/? IL10 (S • t3. 7) .; /c: ? ' .T"Y _s N- ? /" ENGTy of y/ST/Jfil3E? A.f?A ?00 ? FOR ONLY LE:vr7// v.? .v?rra.4BED AREA 3eo EROSION CONTROL DETAILS AND.. SPECIFICATIONS Std. # 245.03 D .s .ri ion Temporary Sy Silt Ditch mbol 245.05 Temporary "-moo---- Diverslon 893.01 Temporary ............................. ......................... --_? Silt Fence TO TO 890.05 Temporary Slope ' Drain with Earth Berm ...... .- ,-. ' 245.01 245 02 Silt Basin Type A ,,,,,,,, t ......................... . Silt Basin T ype B 892.04 Temporary _ Rock Silt Check Type-A """""' 895.10 Temporary Rock Slit Check Type-B 892.01 Temporary Rock Sediment Dam Type-A 92.02 Temporary ............ Rock . Sediment Dam Type-B 897.01 Rock Pipe Inlet Protection Type-A 897.02 894 Rock Pipe Inlet Protection Type-13 ............ b u .01 Rock Silt Screen ............. 245.04 . ............................ Stilling Basin ...... ..:................................. Rock. Inlet Protection: LEJ 896.01 Type A .:.............................: A .. OR .. A 896.02 Type B ............... ......... B .. OR .. B 896.03 Type C ............................... 'C .. OR .. 12 March, 1992 ,?-? dd Rt il i ro i?. Control or Access Line.............:. A ? ? -. . e Stalce Lrne Sl --- f ?.----- .... ............... op ,s . e ' ' • ??--- : ' •,.'. .... .. 't ....... •B ridg lv ':' • • C er,. •.. : .... ...:.... ........ . u . t , .., a 1.1 oo s .. .. • ..... ' TeleP. I10nt at- TelL,.rrapli 1'ole ......... rr:x ta t• -o- t Wrtot, ••o- Tower Pole and Line : . .. . . . . -? -1?3 • . . , . .. ... . . Power Pole .:'':.:.. .......:.....:.... tt:XtS't' S i ir?rtot? .b t ; . IasemeM Lime : :: ' : : ' :.?--: r ~? ?• . .. . .... .......... .. e ?. ............ :-. Guard Rail ... . . ...................... . . Sanitary Sewer.Line ................: -•?-=? -*--ss Water Line.:'.'..' .:'.'•.... '.... • • . . • .. • • . •--- j---' Gas Line ' ? ?. : ' ' • ' : : ! Ca s •-o--- • • . ... . . . ... ....... . . . Chain LinI.: Fence-* ................... -In-?- -p----fl- Woven IVirc Fcncc :.................. -?-?-- . ?- • ..? Reforest;ltroti ':..:.:....•....,.:......::: . ?? _ . . Tenlhor•ar•y Silt Ditch ............ ... 'ISD . TAU--- -F? c-----1 I i-----I I?-- Te nipor;try Silt 1•e11 c:e ................. . 'Tertiporlry.Slope Drain' .:...•....•...... • , Brush L';u•r.it?r ?.:':::`t:.•. ; .'.:..............•T1: -- - 1?-TC Silt Checlc Dam 7yi)e A.::..... • ...-• :. n Silt Checlc Dam 1We.B..'........ e.. . Silt Basin I? pe'A' ...:.:'...'.:'.....:.:..' 0 . Silt Basin T}I)e B.,*,:. ..•.?..:......... ' RoclcSilt: ClieclcDam...... ::...:.. '?'• - Temp.* Slone Duch Check . .....'. • :? , - 1,llllii'?iJ QUSi;? ? . TEMP STONE DITCH CHECK ROCK SILT CHECK DAN SILT BASIN - B TEMP SLOPE DRAIN TEMP SILT DITCH EARTH EMBANKMENT SILT FENCE FIBERGLASS ROVING RI P RAP 17 T - TSD E- FGR `88& POLE DATA NPN 61-0.3447 PROJECT r?S---------- COUNTY -_ F# I- f c-c J ------------ Sheet-----J ---- of--I OWNER OF POLE LINES`` ----?.L---------------------------- POLL DI[T. VOIOM C[NTtm PRt•[NT ROAD 0I9T. FROM Ct NTtR PROJ[CT 0I9T. C[NT[II PIIOI[CT A/TtR MOVING RtMARK8 NATION NUM09R _ LT. RT. LT. RT. LT. RT. 1 tW L 7A)l W q 20 ' ) c I ao' /,?, c1 new ? C v\/ 1 7/1? I 13 l71 MDdo 17? H. ? new ?. nrovC lc c: ! l1' G?±?rl/ rn T u?? ?n 'f 09+ + h 't7 00+ 2C + S Z vv- fig Vy ? 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UIsEg al!S ILIEiodUSal. ado- W'SbZ 30,062 . ---. . ws99 IS U:PES UPM UIEJ4 ...................... aouad 11!3 IJDjodwal LOT59 ol ............................. uo:ssanlQ IUEjodusal 30'9tiz au ---•-------------------------- I3 Amioduual t40110 91.5 EO'StZ SNOIl"VDIJlD9c-TS CINV slivilcl JOUJLNOD NOISOUa Tn?oEZ kRy SmT FENCE: -i i 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 reduces ed at the the water f m, while stretched and supported by steel posts. The silt otected re.aining the -sediment. They may also be used to divert water flow to ensure there outlets. Silt fences need to be checked after each significant ra effectiveness. They must be maintained on a regular basis. Silt fences shall n,.?o 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 CRrrmA: ire With Wire Without Material 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 • >1 11- zlm 1 11 c 1 ; . } I I w . . . III ? z -- ---------; a? w ?a r U1 fad ? s ? = Z ? .:r; _ - 4 0 (J) ?.. m rr- E2 ' N V I I Q Cal =Z ?5 <? m U r I I- ?a ? o a II n a? ? I `' W o`? + (n y _ w t v_ cu ca =c ?m 0 F all C.2 " < = L < ¢ I I I I I C e- e ' N ai ' ca 0 _ G7 N fa] n fn ?- F _ ? = w w Z< Z 3 < 3s F a', G, (n CJ - - ? U7 C ] ? =t a ¢1 v 46? -4 32<mO OI i Z? L F' - ..L F? p W in (n 2 F er ± a p GC GaC-S;, p .: F? t.1 ; U-cp7F Z;, W vti? f o? C C m CM _ tW - C .4 c 3' 0 ` Z Co. . z ? 4o. <- w , e c t I? ? 2 I I o E - ? sl 2 Iz? r' 1 8 M=h,1992 -WILT BAm TYPE-B : r A silt basin type-B is a temporary basin.built to collect sediment flowing through a drainage way. The silt basin is built at the base of the ditch with its length being at least 2 times the-width of the basin. The type-B silt basin is generally built in conjunction with temporary rack silt checks and other devices that control or slow down water flow. This device must be monitored closely and cleaned out on a regular basis until grass is established along the ditch line and sedimentation is no longer a problem. AREAS OF USE: • In conjunction with temporary rack silt checks and other devices used in drainage ditches. DESIGN CRrmRIA: • Width - variable • Length - 2 times width • Depth - 21 minimum storage - 1800, cubic feet/acre (equals L x W x D) 23 Mare. 1992 PPW r • • II i11 ? 111111 - a - = S = IIIII ? IIII Ililll ill 1I _= 111111 _ IIIII ( I111i 11111 a IIIII IIIII ? IIIII Y 11111 .? IIIII _- 1t 11111 "_ IIIII ? 11111 ,111111= a =_ 11111 11111 :IIIII a ? 11111 IIIII a - 11 ? i I ? 111111 a J CL 24 0 a W J W March,I992 . i{ ±N ?m O (In m W CL ~ ?ss z D! c Q L T M J c o-;; (n c cr- CS ? '? Z? Q N a 4 ao da ?Rocx PIPE INLET PROTECTION TYPE-A: e 0 A rock pipe inlet protection type-A is a o eSe?sheter o shaped the structure. The type?Am sediment storage area around the outside p rock pipe inlet protection shall be used at pipe inlets no larger than 36 inches in diameter where it is receiving flow from several directions. The ?)Te-A rock pipe inlet protection utilizes class-B stone lined with #5 or #57 stone to protect drainage pipe structures by trapping sediment before it enters. They have a sediment storage pit which is designed by the same procedures as a silt basin. AREAS OF USE: • At inlets to pipes no larger than 36 inches in diameter where it receives flow from several directions. • In areas where it can be cleaned and maintained on a regular basis. DESIGN CRITERIA: • Structural stone - class-B stone • Sediment control stone - #5 or #57 stone • Sediment storage area -1800 cubic ft/acre • Dam height - 3 ft minimum r JJ March, 1992 k0Cx SILT SCMEN: W 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 l#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 - n 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) -OW 37 Mare. 1992 I RI 1 W $ o. W Q .a v ?I .3 fal e E?m ? F Z 2?n2F a<? C CL V3 FmCL.=W aF0 ?O <<fC cn Ow Omca. m Zv]: mUm OOmOm? ? a m<? F73 mm ?C? l? tnCA3 ??? 73 E- i 3 E-?-3Z GF.w < c ? .1=M] ; .4 0 .4 O .?Uc=cO= V O U7 (-c Z mt+.-4a.0f9 ?E,ZQca 4] E =n- Fca7-fa7Fp m?fai2F O ? C m V?.2mUt-- "s m z `l.m< CL tilFf]F-ZE VE-- GF <<p6Z pe C? ? . GJ 3y O 00 G7 z mtjmu - -Om0 - Zt ci v?ma?o.c? m-a r 3 8 ?lt to 2 ? x ? C m lL x .n C U U7 tn ??+t O L C N U a d a ft o, T_• Q• Q Y : Q• G IW U ?LS1: W .,6?J,•??? 1 Y=?'It'?' w (!? Cam: - -- _. It U F?= CD Z?* a? Q C F 0 ? Q V 1 March,1992 SITE #_I 9Q STA. 0423 *•' 9D°SKFw/ v4y E? E of Ta L`yLRnlf +_ Q 5t LT 3 0++2 I 5,40 1:P gag. R o c. S t T ScgQQ1 i 2 r tT l mP I LPRot'. % amp j?_T F ENGE ?? r i PAVED CAR PROP, C' L 1- 35' OF " P CAMP RAn4C•H VJaIF :I-tj Rd, SR- 113ti NR?\.Jood cOUnJTy ?/ 1 ,S R nIGN 02 EOF , 'ArAE Al lJ \ 0/ 1k. _&o R cR i p -R a t_rc, 14 0" c.M ? ' pp o ? Qi rl H nleT r7RAv.I14 Ta 5?6 I I , I I I ? I I I I - I I I I 11 I I I :00 Iq I I ' I I I I I ? I I I I i I , I ! '- . L - I I I I I I I I 1 , I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I I I 1 I I i I I I I t I I I I I I I I I I I I I I I 1 I I I . , , I , I 1 ( I 1 I I I' I I ! ? I I I I I I ? I 1 I I I I I i I i I I I I 1 1 I I I I I I I I I I I I I I I " I I 1 1 I I I I I I i I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ? I I I I I I? I I I I I I ! 1 1 ( I I I I I I I I I ' I I I I I I I I I I I I I I I I I I I it I I!! 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