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HomeMy WebLinkAbout19941158 Ver 1_Complete File_19941219State 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 0 A [D EHNR December 27, 1994 Jackson County DEM Project # 941158 APPROVAL of 401 Water Quality Certification Mr. C. R. Styles P.O. Box 250 Bryson City, N.C. 28713 Fit E? Dear Mr. Styles: You have our approval to place fill material in 0.01 acres of wetlands or waters for the purpose of widening and paving at SR 1422, as you described in your application dated 19 December 1994. 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, P eston Howard, Jr. P Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office Asheville DEM Regional Office Mr. John Domey Central Files 941158.1tr 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 14 U- "Y Y/ / 5 9 STATE OF NORTH CAROLINA DEPARTMENT OF TkANSPORTATION JAMES B. HUNT, JR GOVERNOR DIVISION OF HIGHWAYS P. O. Box 250 Bryson City, NC 28713 December 12, 1994 R. SAMUEL HUNT III SECRETARY Jackson County SR 1422 Mr. Bob Johnson 215 Army Corps of Engineer Reg. Field Office Room 75, Grove Park Ave. Asheville, NC 28801-2714 Dear Mr. Johnson, RECLW D Inc. 19 1494 EI4VISUt4MEN-f1kL SCIEt4CES The North Carolina Department of. Transportation is proposing to grade, drain, base and pave Primarily along the existing roadway of SR 1422, Old Soco Road, Jackson County. In order to construct this project in accordance with our current standards and due to the rechannelization of a tributary of Soco Creek (DEM Class C, Trout) 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 proposed erosion control and construction limits at various sites along the project. In addition a typical section of road, cross sections, drawings for pipe culvert replacements and the channel change of the Soco Creek tributary, 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 where bedrock is not encountered to minimize impacts to wildlife habitat and allow the existing gradients to remain as unchanged as is 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 by 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 Yowe, North Carolina Resources Commission, District Fisheries Biologist to comment directly to you concerning the 404 Nationwide permit request. Mr. Bob Johnson Page 2 December 12, 1994 A request will be made on this project for a temporary encroachment in the Trout Water Buffer Zone of the Soco Creek tributary and I am asking Mr. Yowe and Mr. Ingle, Area Roadside Environmental Engineer (NCDOT) to comment directly to me concerning the Trout Water Buffer Zone Encroachment. 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. YOU C. R. . :iI 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 Yowe, District Fisheries Biologist, NCWRC NOTIFICATION FORM INFORMATION SHEET,. . Nationwide permits that require not cation 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 can proceed. They are as follows: NWP 5 (only for discharges of 10 to 25 cubic yards).:. NWP ? NWP 13 (only for stabilization activities in excess of 500 feet. in length or greater-than an average of one cultic 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 greater 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 delineation 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 require an application 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 re quire 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 less than 500 feet in length), NWP 14 (for projects that impact waters only), NWP 18 (for projects with less than 10 cubic yards of fill in waters only), and NWP 26 (for projects with less than or equal to one-third acre fill of waters or wetlands). Projects that do not meet these criteria require application for Section 401 water quality certifications. 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 h provided in order to avoid delays. One copy of the completed form is required by the Corps of Engineers and sever copies are required by DEM. Plans and maps must be' on 8.1/2 x 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 Maxine Fisheries Service regarding the presence of endangered species that may be affected by the proposed project. U.S. FISH AND WILDLIFE SERVICE NATIONAL MARINE FISHERIES SERVICE RALEIGH FIELD OFFICE HABITAT CONSERVATION DIVISION P.O. Box 33726 Pivers Island Raleigh, NC 27636-3726 Beaufort, NC 28516 Telephone (919) 856-4520 Telephone (919) 728-5090 Iistoric 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 T Telephone (919) 733-4763 Information obtained from these agencies should be.forwarded to the Corps. 1 DEM ID: ACTION ID: n Nationwide Permit Requested (Provide Nationwide Permit ft 14 JOINT FORM FOR Nationwide permits that require notification to the Corps of Engineers Nationwide permits that require application for Section 401 certification WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNING CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGEMENT DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT, HEALTH P. O. Box 1890 , AND NATURAL RESOURCES Wilmington, NC 28402-1890 P.O. Box 29535 ATTN: CESAW-CO-E Raleigh, NC, 27626-0535 Telephone (919) 251-4511 ATIN hM JOHN DORNEY Telephone (919) 733-5083 ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS . SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT PLEASE PRINT. . 1. Owners Name: North Carolina Department of TrAnsportation 2. Owners Address: P. O. Box 250, Bryson City, NC 28713 3. Owners Phone Number (Home): (Work), (7 0 4) 4 8 8 - 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: Jackson Nearest Town or City: Cherokee Specific Location '(Include road numbers, landmarks, etc.): SR 1422, Old Soco Road 6. Name of Closest Stream/Mver. Soco Creek 7. River Basin: Little .Tennessee River 8. Is this project located in a watershed classified as Trou SA, HQW, ORA WS I, or WS 11? YES NO [ ] 9. Have any Section 404 permits been previously requested for use on this property? YES [ ] NO (X] If yes, explain. 10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: 11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project: Filled, 0.01 Ac Drained: Flooded: Excavated: Total Impacted: 0 .01 Ac - 12. Description of proposed work (Attach PLANS-81/2" X 11" drawings only): To widen. sand pave. SR 1422 to meet current NC'DOT standards. 1.3. 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.Fisherics 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 [k ] 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 [ ] 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 Re s ide nt i 1 F. If applicable, what is proposed method of sewage disposal? .5f 1422 oL? -5060. &A.D Aa4&9 6D. 5142) ,?OGT/od ROAD NAME._ z0dz4 i X. S. R. /?2? W,- 0 fie. 9?2?3 g .FROM U6. W 2 Z! -.7- ADDITION I N, PROVEM ENT TO BE PAVED* P POLES TO BE MOVED D - 3 ew, nee oo.i s d T. POLES TO BE MOVED Ow- - WI DTH SCALE r, u. 0 1??=50?. EROSION CONTROL DETAILS AND SPECIFICATIONS 245.03 Temporary Silt Ditch .' .............. ..., .............. TSD 245.05 Temporary Diversion 893.01 Temporary . TD Silt Fence H! i H_ 890.05 Temporary Slope Drain with Earth Berm 245.01 Silt Basin Type A 245.02 W Silt Basin Type B _,,,,___..... ____________________ 892.04 Temporary Rock Silt Check Type-A 895.10 Temporary Rock Silt Check Type-B 892.01 Temporary Rock Sediment Dam Type-A ____ 892.02 897 01 Temporary Rock Sediment Dam Type-B .. . Rock Pipe Inlet Protection Type-A o? ........ 897.02 Rock Pipe ... o e Inlet Protection Type-B 894.01 245 04 Rock Silt Screen ............................:............... ? Stilli B i . ... n . ng as .......................................... Rock Inlet Protection: 896.01 Type A ................ ............ A ? -- OR -- A) , . . 896.02 Type B ............................... B Ej- OR .. 896.03 Type C ............................... 'C OR M C 1) 12 March, 1992 .Lixisting Road ......... • . . . . . .'. . ... . __..?. .._?._ Railroad .... Control of Access Line.*, .. ":...';.... . Slope Stalte Line............. • ....,• __.., •- Culvert::• •? . •• • ?• • • • • •. • • v • • • • • • • L • • . • rim Tclz,plio*tie or Z'eI - raph Pole •o- `1'ower Pole and Line .....:...... ..... • 'over Pole •'. . r ,ti:1tS'I' ..' :..:............. :...., i it?tt?t? b I i EaSClncnt. Line. •.:. ::...:.......: ........... Mowiwv Limit Rail t •r • f S a n i to rye Sewer- Line.:: • • . • • .. •.•• • , .. , ----;. -------?-s s Water Lint.. '.'..' ..'.°• ....::........ ----t t -t t • Gas Li nt? . •.....•?.?...' :..........:...:. 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CD Wr Q V X Q O M V 0 z ~ o Q N N L it v z C v. 0 cr f O ? N ? . Z A N CL? 3 z I d ? a rF ?, W a I Ol IG ! 38 March,1992 Ap /"_ /o I??QjXJ4L 1 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 f lter 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: Material With WirWithout 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 ,4, al I I I ' F ? Y 100 h A 6 II ? x III - ~z III F LLJ III d U - ------- ww - _ . O H LLB U)o --?--- _ z o LL- a2 - z? H a ? w a -.I f - V W ? `a a w 3 co a m e i Q ? o ?` ? w° III! ?-- . x3 a°q ? ,0. III= ? L?? W Aa V a ? p ?? 1Ii OFD o? m - . J OE m Gs. C a cv a e O - - - w c ) z `z ? rFn F:, 6 E6- d G -3&. o to >= Wd-3 W. ow. W Q _ z?,.. ?vx,FZwW z x aA ?Qax a x a t- ,C ddb =Zw"waG j WZ a? W?t/:?. dw 4o0. NNW V 1 I 3 (10 cn pW - CY E- ? W E- aA? OaOWhAE A6 4 ) ? Oa 4 , t.41m 0.0A w ow l pO' a wt?+t?az wwadN 7 p l m -' cnwxAaxEW,icwF'wxw C v ¢ A? O ?Sfl6 M& WE-0 j 0: 0 ? ?'AIp ? a..a xd Z xa'm oWA A a N? E a a o aC ' j 'w V) F rn m z QI 0 TEMPORARY RACK SILT CHECK TYPE-B: A temporary rock silt check type-B (also called check dam) is a small dam with a weir used to reduce gullying in drainage ditches that are to be filled or permanently stabilized at a later date. These type-B rock silt checks help reduce the flow velocity and are generally made of class-B stone. They are used in ditches during construction where the grade meets and/or exceeds 3%. AREAS OF USE: • In channels, roadside ditch outlets, temporary silt ditches, and temporary diversions. • In conjunction with type-B silt basins. DESIGN CRITERIA: • Center of rock silt check shall be at least 1 foot lower than the outer edges (top of channel sides) 0 The spacing (ft.) _ (3 / % of ditch grade) X 100 ft. a _ U 0 . 0 f z .? W I- MU p o I'in v Z J JOC ¢ ?_i<cz 3 (nO=OZZ O N4 I w_ (r(nUOO W a > m mZOw (n ¢ x z ozmcr_o LLJ _j CLW ¢z^F .. LA_ Q CL =O. ¢WLY• ° > W-M UOm WO OCC ZX(nlLa.W(n 42 m w OW(r) z V) N U LLJ O VU¢Z(nU _ Z LL-CL=)- U 0 , Q (n i a ? Z f _ LL '-' O w O F- U m CL W ¢ Y v iz ¢ w m CL a LW L W E- J O E- O O J.. (1) C w z ¢ Z? z0 rr, GLQa o .. Q 0 O = C O U < O ?. „ _.(_ • Z coo _ (n o .. O a CD 0 J (n w c!i N v CL > cr_ ? OQ I i I O o 0 ( j GM z L I 3 Q I I z Q o W CJ) ? F f, 2 c 2 o z. O ? I Q ww N n' i w cc n FI ?, poi ' I z! a; 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, 1,992