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Home My WebLink About19991252 Ver 1_Complete File_19991117State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director N1.9XA D E N R November 23, 1999 DWQ# 99-1252 Haywood County C.R. Styles, P.E. District Engineer North Carolina Department of Transportation P.O. Drawer 250 Bryson City, NC, 28713 APPROVAL of 401 Water Quality Certification Dear Mr. Styles: You have our approval, in accordance with the attached conditions, to pave Secondary Road 1323 and extend pipe culverts in unnamed tributaries to Jonathan Creek in Haywood County, as you described in your application received by the Division of Water Quality on November 17, 1999. After reviewing your application, we have determined 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 U.S. Army 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, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 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. If you change your project, you must notify us and you may be required to send us a new application for a new certification. If the property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. 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). For this approval to be valid, you must follow the conditions listed in the attached certification. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh. N.C. 27611-7447. This certification and its conditions are final and binding unless you ask 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 Dorney at 919-733-9646. Non-Discharge Branch 1621 Mail Service Telephone 919-733-1786 S' c ely, 01 err . Steve s C ter Raleigh, North Carolina 27699-1621 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper Attachment cc: Corps of Engineers Asheville Regulatory Field Office Asheville DWQ Regional Office File Copy Central Files 991252/clb . Ti ?(0J N %? S TATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. GOVERNOR November 3, 1999 Haywood County SR 1323 Mr. Bob Johnson 215 Army Corps of Engineer Reg. Field Office Room 75, Grove Park Ave. Asheville, NC 28801-2714 Dear Mr. Johnson: E. NORRIS TOLSON SECRETARY The North Carolina Department of Transportation is proposing to grade, drain, base and pave primarily along the existing roadway of SR 1323, Owens Road in Haywood County. In order to construct this project in accordance with our current secondary road standards and due to the replacement and extension of one (1) pipe culvert in an unnamed tributary of Jonathan Creek (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 replacement/extension in the unnamed tributary of Jonathan Creek, general notes and standards on erosion control measures, and a marked County Map are enclosed. We propose to install the new culvert slightly below the existing stream bed elevation where bedrock is not encountered to minimize impact to Wildlife habitat and allow the existing stream gradient 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. P.O. Box 250, Bryson City, NC 28713 Phone (828) 488-2131 I£IZ-88b (8Z8) 3UOgd £IL8Z JN'f4D UOSAJU'OSZ XUa 'O'd DMO 'i!un uolleog!:p9o Al!lenp aaleM 'Aawoa uyop 'aW O2JMON "Is!d 'ulW 'M joleulpaooO lel!geH `Shea ?JeW 'JW aaaul6u3 leluawuoalnu3 aPlspeo?l eaay 'al6ul 1 '3 Wl a99ulbu3 uolslnla '.3 'd 'ullJeW '(1 '3 'JW :oo -elle Ps:s8o Jaaul6 Mluls!d -3 'd 'S ?? 'O Z) n l sinoA •paleloaidde aq ll!M uollejaplsuoo Pue nnalnaa Apea ino) 'aslnpe aseeld 'paalnbaa sl uollewaojul aaglanj 11 'alq!ssod se uoos se uollonilsuoo ul6eq of aN!l plnom aM 'lsenbaa llwiad sl4l bulwaouoo aw of Alloaalp luawwoo of '(lO(ION) a99ul6u3 leluawuoalnu3 aplspeo?j easy 'albul P3 'JW pue slued 'aW 6u1?se we l 'uoll!PPe ul -Al!lenO jaleM to uolslnla woal lo`d JaleM aealO aul to dot, uolloaS japun paaooid of uollezlaoglne bullsenbai we l 'aallal s!ul to Adoo Aq osly -lsanbai l!wjad aplnnuolleN l,p}r aul bulwaouoo nog( of Allowip luawwoo of O2JMON aul to 'loulsla ulelunoW walseM joleulpaooO lellgeH 'Shea IMIN -jW 6ulilse we l jallal slyl to Adoo A8 666 6 'E jagwanoN Z abed uosugor qo8 'aW a 1 y A v DWQ ID: CORPS ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) y PRE-CONSTRUCTION NOTIFICATION APPLICATION FOR NATIONWIDE PERMITS THAT REQUIRE: 1. NOTIFICATION TO THE CORPS OF ENGINEERS Fr. 2. APPLICATION FOR SECTION 401 CERTIFICATION 3. COORDINATION WITH THE NC DIVISION OF COASTAL MA14AGEMENT k SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). V COPIES MUST BE SENT TO THE NC DIVISION OF WATER QUALITY, ATTN: JOHN DORNEY, EDY CREEK ROAD, RALEIGH, NC 27607. PLEASE PRINT. 1. OWNER'S NAME: NC DOT - District Engineer: C. R. Styles, P.E. 2. MAILING ADDRESS: P.O. Drawer 250 SUBDIVISION NAME: N/A CITY: Bryson Ci ty STATE: NC ZIP CODE: 28713 PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE): S,Z / A s R 6,1A , n ljel• W06 3. TELEPHONE NUMBER: (HOME) (WORK) (828) 488-2131 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: Same as above # 1 PECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) /Z I3 Z3 /? w P,,nSc7 tiC3 i Y? 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGILAPHY WITH SCALE): II COUNTY: 14P.?'nl o d ? NEAREST TOWN OR CITY: (--m n-1`O n 6. IMPACTED OR NEAREST STREAM/RIVER: ,; oLV? RIVER BASIN: IF_ fl/UC 14 RICO P.D g I v d-12 - B A,<- I ? C? ¢ ¢ ?Il^C l Ns C) T!c? 7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY (WS-I OR WS-II)? YES)] NO ? IF YES, EXPLAIN: IL 5: C (b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES E] NO [c] IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? _ 8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROJECT? YES ? NO " IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): (b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE' FUTURE? YES E] NO [ IF YES, DESCRIBE ANTICIPATED WORK: (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: /. -L (b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: EXCAVATION: FLOODING: OTHER: DRAINAGE : TOTAL ACRES TO BE IMPACTED: (b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION: LENGTH BEFORE: FT AFTER: WIDTH BEFORE (based on normal high water contours): WIDTH AFTER: FT FT FT AVERAGE DEPTH BEFORE: FT AFTER:__ FT (b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: Za L F CHANNEL EXCAVATION: CONSTRUCTION OF A DAMNLOODING: OTHER: 11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING TO THE POND? N/A WHAT IS THE EXPECTED POND SURFACE AREA? N/A 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT TO BE USED? (ATTACH PLANS: 8 ''/:" BY 11" DRAWINGS ONLY): To widen and pave SR 1 ?2 3 to meet current NCDOT Standards by use of track hoes, lldozers, dump trucks, back hoes, manual labor, etc. 13. PURPOSE OF PROPOSED WORK: Sama at above in # 12 14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS) To gain the needed width to build SR 13 Z,?,to NCDOT Standards. All-Channel changes will be constructed in the dry Rip rap will only be used for bank stabilization. Alders, Red Maples, B1 Walnuts, it Sycamres, Dogwoods, etc. will be re-established on the banks. All pipe replacements will be placed slightly below the existing streaffbed gradient so natural 15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF 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. DATE CONTACTED: Handled b 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. DATE CONTACTED. Handled b Corps. 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF PUBLIC (STATE) LAND? YES'e NO ? (IF NO, GO TO 18) (a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT? YES [] NOX (b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO ? N/A IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT. QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH, NORTH CAROLINA 27603-8003, TELEPHONE (919) 733-6369. 18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO WETLANDS: (a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OF 1 INCH EQUALS 100 FEET OF THEIR EQUIVALENT. (b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PRODUCT. [c] IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. (d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED. (e) WHAT IS LAND USE OF SURROUNDING PROPERTY? Rural wrxxilmd RPCiriantial (0 IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? N/A (g) SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE. NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO: 1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, 2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY CERTIFICATION, AND 3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT L-A 11 11 Z?h 7 OWNER'S/A N 'S SIGNATURE DATE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM 6 c xz<p3 F < q 4 u z SRI MAGGIE VALLEY 110 I'j yy? ,Silo Brow ??,?- \•_•.,? \ ?•Ii_ -./ / ?u t ion., - ?•. Silou ?? lou I 8M H 44. Si o on P! 50 ll( Moody- J\ n C rr -? 0 - i s f / 11 O -- - :?! Sifo 0 V !! ;o 4,. ti, \ 0 ) ( e Rdpndhil ? _??) ? ?l`N \cm .li/O ???/\ ? / ? \,J / I •-? //???.\(1. 11 Cem - ?`?\ J ?J d ? fu??? HMG 14 f / -yam ?• _ ?? ??? - _ i - 540 Silo SILT BASIN - B TEMP SLOPE DRAIN TEMP SILT DITCH EARTH EMBANKMENT SILT FENCE FIBERGLASS ROVING RI P RAP T -TS7l- :=--- EGR 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 flowwhile 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: Material 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 a m III Z. n ? ?i l I m _ li I I- p Z LLJ III m? U ,? w z ---------- ?-? --m of W N0 ---- ?? of ZVI w a? ?' _ m ?? Fx J v -_ iC w3 V V ? ?4 CO u 3F w Q W F 0. ?' ... Z 0 CD m LL p?_ p ¢ i- d L-Li _ 0. 1-' F [il L Lc. - Z O ( Q ` r L CLI z ¢ ?y _ _ d m LO G ZQ- .?FZ?? z c,? ?`- ?p> cam- Q Z- ? 3 ¢d3 NdF?-?c,,,C,j (f7 dz m= ¢aad0a j z Z' O o 0 dd3 d3amCC4 how O d c,. z w m <E- 1'=.0' FV n-Z =ZC0 CL : Lil cn Z' 00 c,7Fp?ZF: 7 E-U3F- O. v,¢ O mW 4I B:: 0FGU7FU? pm F3 ac:. Nav?_c7 -:LU E z o zc. c_ c,.d- wz i(A >. cn ;w, 0.¢ ^m UT Z 2 a 18 March, 1992 SILT BASIN TYPE-B: 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 rock 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 rock silt checks and other devices used in drainage ditches. DESIGN CRITERIA: Width - variable Length - 2 times width Depth - 2 ft. minimum storage - 1800 cubic feet/acre (equals L x W x D) 23 March, 1992 p?N --Ito riN \•),•: w ?,?: ? ?,?: I I III ? II I I I I _ = Willi Q] H.+ _0 •.L .,.\ $ lil 111 } C \ o • L ? :,?'">'ru ill; _ . - Q v _ M =i Is z I ° P?r;;a)"). ill!! ? - ~ ? J CO•.; ? !), LJ O° Vq i \ n I' , - - w O p -_ u Q , ( VA ?; .." 'UVA $ IIII ,• ). - r I? 'Z) as = Z'? ca E N ? L Z 24 March,1992 ROCK PIPE INLET PROTECTION TYPE-A: ° $ A rock pipe inlet protection type-A is a horseshoe shaped structure with a built-in sediment storage area around the outside perimeter of the structure. The type-A 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 type-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 33 March, 1992 Z' 1 W O f.7 J 3 4? ¢ O 2 °w• L1J 0- a a a }- Q. ¢ , d i lD w z' 'wZ >i O CD Z 41. it sti^ :r,` < ?a1?1?1? J1_ tA,,? 7fY`s ?}• U 0.. O r` LLJ _j ... f7 T w z U LLJ y •ps ,.C >}.r J zo CL F- u? Y F- w O Z U r o ? .] W W F z w w tlf '? S 0. Z G Z E O O Z d E w Z O t` a Z y, N ON A F 0.O E- 0. w m w Q V) V) 6 F 2 Z v C) 3 Z a? tnf,? ¢ Z zawu W Cn Q.' to O p Q OF Z f p s 0. F p .7 Z N LL C4 C4 ' , U N v~i F- .aFAFfO?p'n-?C OUZia=Z C4 0.0. o z O C!7 a N Q Z a U O fn O VJ W O a m 0. Z V Z Z A 0.+ m O .a W Z LL. O Z ?iQ F fn W F O W W Z F W m f/1 C7 w O' r Z. jamafFilO?mQFaoZ E¢.3Z N l;¢ a ..7 . ] ? a p -3 W Q W C4 CL °dlssa°?q Gal U -? F F W -•a Z U F W W V1' ?Ce ? FF aZZZQO0 ZGIUTW BJe° E 0 wxOO0 ZE- m0 UFZ W o o° n z mfnUFU Co Co CL 40 F ,O Z 34 March, 1992 ROCK SILT SCREEN: J 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 Z661'q:)nW 8 £ N 4 3 F&A m, f1 g c - u'v r D N G o-cn l)'0'*]CA(n ?ar??nc?m z 0O.-0C?] O LO "q WI- C) - _j ZZ>.Z > >zrmzr _0 3 ? aracn-j? oMKr'D rmr :ac)mr-zn Z O r ?- < 3.„Lfj?wC7 a : [?7CCn q?7 ? 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Sanitar3 ?.Seer.Line .::............. f---- Water Line..'.... .......... •. { C, 5 Gas Lin(':.'...... - ..' ...........:..... a I?i«?i?usr:u r::<I9TING Chain Littl; Fence ................... Woven Wire Fence ... • .. .......... Rcc,cneraciott ....' ..:........ . ........ ' '?` eforestacioti ',...' .:.........:.... .. . . Ten?hor?trv Silt Ditch ?.?;i ?5c, Tenipor,,rvSilt:Fe iICQ .............. -Ff?---?I?----?If- Teniporat=y.Slope Dt'11lit1 ....... :Brush Bari-101 • ..............'. n Silt Check Dam 71?1)e A.....* Silt Checlc Dam 1ype B ........... a ... . Sllc Basin 1?•pe'A' ...:.:'. .. ...... • ... .--r- • SiJc ?asiri T39) e B .. ? ................. . Rock Silc Checlc Dam .................. o? ?n ?• LarL11 Derni .... , .:: ........... . Temp, Slone Dilch Check _ ....? • to U CJ G//.?i /G' /?E'.E7?'`/L /? C ? ?? C?/?ECk ?v EVE.ey S?D•F/f? E,v,61A/r 11N-U ALE/?iV61? d!/T CU/Y??? Hi9LF F// _,,VO T Td S C/1 C E s'//..)' I?/?;?/•v - / 1,5,+'GTy o% _z?/SriieQl.?? AREA ? 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I I I I I T I P I 4 I T =1- _- I I I I 1 I I --- I I ? . Jl I - i I -i I I I I PI I I --r-, , - I --?--T T--' - -' --T-? 7--- - I I I I I ! I? ?7J I! I I 1 1 I 1 I I I I I_ i I I I I I I'! I I I ? ' ! ,?'--- -- 47 -- I I I I I I I 1 ??T i- ? - _ ' , I T I I I T I I I I I I I I I I I II I' --- I I I I I I I I I ! I I I I I I I l ? I I? I ! 1 I i! f 1 1' I l I! I I I I I 1 I ! 1 I I 1 t I r t rt I I 1 _ I I I I I ??T I? - I I I 1 ?_ 1 t , I 'r 1 ' 1 1 ' III L I -t T ?? ? I I I I I 1 }?I ? 1 I? I I I ! I ?- 1 , --T I I I _ I `l I I Tt-r r H H 1 1 '* o T-- ?p r ST/?7! a? r y STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. E. NORRIS TOLSON GOVERNOR SECRETARY November 3, 1999 Haywood County i )nM SR 1323 Mr. Bob Johnson 215 Army Corps of Engineer Reg. Field Office Room 75, Grove Park Ave. Asheville, NC 28801-2714 Dear Mr. Johnson: The North Carolina Department of Transportation is proposing to grade, drain, base and pave primarily along the existing roadway of SR 1323, Owens Road in Haywood County. In order to construct this project in accordance with our current secondary road standards and due to the replacement and extension of one (1) pipe culvert in an unnamed tributary of Jonathan Creek (DEM Class C, Tr), we are requesting authorization under Section 404 of the Clean Water Act. 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 replacement/extension in the unnamed tributary of Jonathan Creek, general notes and standards on erosion control measures, and a marked County Map are enclosed. We propose to install the new culvert slightly below the existing stream bed elevation where bedrock is not encountered to minimize impact to Wildlife habitat and allow the existing stream gradient 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. P.O. Box 250, Bryson City, NC 28713 Phone (828) 488-2131