Loading...
HomeMy WebLinkAbout20080829 Ver 1_Application_20080516e ?c SfATf 4 a? STATE OF NORTH CAROLINA 1?T v r OS ' `.;?T "yy6uT^?C/ry ""YCh? DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY GOVERNOR May 2, 2008 Mr. David Baker, NCDOT Regulatory Project Manager U.S. Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, NC 28801-2714 LYNDO TIPPETT SECRETARY 080L 9 Subject: Nationwide 14 Permit Application Gibson Road, SR-1321 Cherokee County State Project No. 14C.020031 (DWQ Minor Permit Fee $240) Dear Mr. Baker: The North Carolina Department of Transportation (NCDOT) is proposing to widen, grade, and pave SR 1321, Gibson Road in Cherokee County. This proposal entails widening and paving the existing road to a standard 18-foot roadway. The proposed improvements have been identified as necessary maintenance and safety improvements. Funds have been allocated for this project, and NCDOT would like to perform these activities during the 2008-paving season. I am enclosing a pipe installation detail, photographs, as well as a marked county map, USGS topographic map and straight line diagram. We propose to install one new culvert slightly below the existing streambed elevations where bedrock is not encountered to minimize impacts to aquatic habitats and allow the existing stream gradients to remain as unchanged as physically possible. The North Carolina Natural Heritage Database was checked for records of federally threatened and endangered species. There are no records listed in the database for the unnamed tributary of Little Shoal Creek. Additionally, there are no records for the entire Little Creek watershed. The unnamed tributary is not of sufficient size to provide habitat for freshwater mussels and habitat for fish is limited at the project site. The project is Andrews District Office 191 Robbinsville Road, Andrews, N. C. 28901 Phone: (828) 321-4105 Fax: (828) 321-3228 Also, by copy of this letter, I am requesting authorization under Section 401 of the Clean Water Act from the North Carolina Department of Environment and Natural Resources (DENR), Division of Water Quality (DWQ). In addition, I am asking Mr. McHenry and Mr. Ed Ingle, Roadside Environmental Field Operations Engineer (NCDOT), to comment directly to me concerning this permit request. If you have any questions or need additional information, please contact me at (828) 321- 4105. Your early review and consideration will be greatly appreciated. Sincerely, Micheal J s NCDOT Maintenance cc: Mr. Brian Wrenn DWQ, DENR, Raleigh (four copies) Mr. Mike Parker, DWQ, DENR, Asheville Mr. Troy Wilson, Biologist, U.S. Fish and Wildlife Service, Asheville Mr. David McHenry, Mountain Region Coordinator, NCWRC, Waynesville Mr. J. B. Setzer, P.E., Division Engineer, NCDOT Mr. Mark Davis, Division Environmental Officer, NCDOT Mr. E. L. Ingle, Roadside Environmental Field Operations Engineer, NCDOT i ?0 Cd OF \N ArF? QG y r Pre-Construction Notification (PCN) Application Form For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401 General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules Cherokee County Gibson Road of NURiI; Cf4 4q1? O?ry M Q Of TR 9STj5??~P NCDOT Division 14, District III Prepared by: Michael A. Jones NCDOT Maintenance Division 14, District 3 Page 1 of 9 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Gibson Road SR 1321 2. T.I.P. Project Number or State Project Number (NCDOT Only): WBS: 14C.020031 3. Property Identification Number (Tax PIN): N/A 4. Location County: Cherokee Nearest Town: Murphy Subdivision name (include phase/lot number): N/A Directions to site (include road numbers/names, landmarks, etc.):From Murphy take US 64/74 West - 6.7 miles to NC 294. Proceed 10.4 miles to SR 1316 on right and go 3.4 miles to project (SR 1321) on the right. Note: SR 1316 turns left - gravel . Proceed straight SR1320 for remainder 3.4 miles. 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) Decimal Degrees (6 digits minimum): 35.1518 N 84.2521 W 6. Property size (acres): N/A 7. Name of nearest receiving body of water: Unnamed Tributary to Little Shoal Creek (DWO C Tr) 8. River Basin: Hiwassee River Basin (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http:/lh2o.enr.state.nc.us/admin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: Wooded / Residential Page 3 of 9 2. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. Wetland Impact Site Number (indicate on map) Type of Impact Type of Wetland (e.g., forested, marsh, herbaceous, bog, etc.) Located within 100-year Floodplain (yes/no) Distance to Nearest Stream (linear feet) Area of Impact (acres) N/A Total Wetland Impact (acres) 3. List the total acreage (estimated) of all existing wetlands on the property: N/A 4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. To calculate acreaLye, multiDly lenLyth X width, then divide by 43.560. Stream Impact Average Impact Area of Number Stream Name Type of Impact Perennial or Stream Width Length Impact (indicate on map) Intermittent? Before Impact (linear (acres) feet) Site 1 Sta: 20+45 UT to Little Shoal Culvert P 2.5' 15 0086 0 Creek . Site 1A Sta: 20+45 UT to Little Shoal. Flow Diversion P 2.5' 65' N/A Creek Total Permanent Stream Impacts 15 0.0086 Temporary Impacts for Flow Diversion and Dike 65 N/A 5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc. Open Water Impact Site Number (indicate on ma) Name of Waterbody (if applicable) Type of Impact Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) Area of Impact (acres) N/A N/A N/A N/A N/A Total Open Water Impact (acres) N/A Page 5 of 9 including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina (see DWQ website for most current version.). 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. If mitigation is required for this project, NCDOT will make payment to the NCEEP. 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://www.nceep.net/pages/inlieureplace.htm. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the following information: Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): N/A Amount of Riparian wetland mitigation requested (acres): N/A Amount of Non-riparian wetland mitigation requested (acres): N/A Amount of Coastal wetland mitigation requested (acres): N/A IX. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes ® No ? 2. If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Page 7 of 9 XII. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. N/A XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes ? No Is this an after-the-fact permit application? Yes ? No XIV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes ? No If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: This is a secondary road that is being improved and paved to minimal standards. Secondary and cumulative impacts from this project is not expected to be significant. XV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). Michael Jones/ Applicant/Agent's Signature L'?- Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Pale 9 of 9 Corps Submittal Cover Sheet Please provide the following info: 1. Project Name SR 1321, Gibson Road 2. Name of Property Owner/Applicant: NCDOT 3. Name of Consultant/Agent: N/A *Agent authorization needs to be attached 4. Related/Previous Action ID number(s): 5. Site Address: Gibson Road, Cherokee County 6. Subdivision Name: N/A 7. City: Murphy 8. County: Cherokee 9. Lat: 35.1518 N Long: 84.2521 W (Decimal Degrees Please) 10. Quadrangle Name: Farner 11. Waterway: Unnamed Tributary to Little Shoal Creek (DWQ Class C Tr) 12. Watershed: Hiwassee River Basin 13. Requested Action: Nationwide Permit # 14 General Permit # Jurisdictional Determination Request Pre-Application Request ------------------------------------------------------------------------------------------------------------------ The following information will be completed by Corps office: AID: Prepare File Folder Assign number in ORM Authorization: Section 10 Section 404 Project Description/ Nature of Activity/ Project Purpose: Begin Date Site/Waters Name: Keywords: GIBSON ROAD CHEROKEE COUNTY T CMP BRANCH--L_> d db$ ?b SITE APPROPRIATE TEMPORARY FLOW DIVERSION WITH IMPERVIOUS DIKE - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - 1 4 I I - _ - - - - - - - - - - - - - - - - - - -y- - - - - - - - - - - - - - - _ - - _ - - _l - - - - _ - - i - - - - - - - - -f - L - - - - - - - - - I `- - - - - - - - ? - - - - - - - - - - - - - - - - - - - -- - - - - - - - - i 1 i i 1 - - - - - - 1 I 1 ' - - ._ - - _. __ - - ._. - - - - _ ._ _ - - - - _. - - - - - - - - - - - - - - - - - - i- I CHEROKEE CO. PIPE STA. GIBSON RD. 1 R1+30 SR-1321 SITE #1 tAAG - OLD & NEW CHECK DAMS AS REQUIRED' ;' 1 SILT FENCE & ROCK BERM S. 1D. T- 7 ? ?+ r A 12x3x2 BRANCH It EXIST 2 4 ,o,25' „ -° 135° 9' S" N 84° 15'4" W TYP$ - B - 12x3x2 ? f SILT FENCE & ROCK BERM a CHECK DAMS p AS REQUIRED f s- I I I I ' ' I t I I I _ I j ? _ rt I I - ? I - - - i i I i n. , I I I I I I I _ - 4 1 _ _ , - Cherokee County Gibson Road project f? 1318 ? 1z f 1318 1317 O Liber+y u Sopt Ch l ? ? _1 ,c; J Br/- Gm 138[ SR 1321 Gibson Rd Site #1 =18+50 Inlet Outlet COUNTY CHERO?l?' ROAD NAME: Gibson Rd ROAD NO. SR-1321 WORK ORDER NO. 6.912116 FROM Center of SR-1320 at sta. 0+00 on River Hill Rd. TO: End of Project at sta. 37+00 ADDITION: YES NO x IMPROVEMENT: YES x FNO TO BE PAVED: NO EIL GUY WIRES 1 ? POWER POLES TO MOVE: 1 YES x NO CABLE BOXES GUY WIRES TELEPHONE POLES TO MOVE: 0 YES NO RIGHT OF WAY.- L-L L 50, RIGHT OF WAY.- 45 SCALE: ill = 50' 60' DATE: 6-7-02 I C L i i i /- I 1:1 slope I or.flatter 1 112: 1 slope orflatter I " ' 9' 9' 4 ' i - 6 " SHLD. 3 i SHLD. I I I DITCH' /-/ ---------------- - ---------- -•---------•i'------i---J J+00 - - I 5+00 S1'R50-1 I sio• - -- R I W---- Robert F. Janosko i Murphy, N .C. 28906 4+50 - I- 4+50 N. 4 I pL STA-4+00 I I 4+00 4+00 - I- Lloyd Hamby Cleveland, TN. 37312 i I 0 3+50 I I 3+50 % f _ I I - ?. - - + 3+00 3+00 _ _ - I-_ _ o Pipe Add 18" CMP Lt. to Rt. PL sta 2+80 I Blanch Hamby Kingston, TN. 37763 I 2+50 _ I 2+50 s I o• RIW I 2+00 I I - I- 2+00 I +50 - I_ 1+50 ? .__. e R/w to 18' on right foi r garage from 1+30 to 1+8( E2car I 35' ++00 _ I I 1+00 I Ruby Hamby Kennesaw, GA. 30144 I 0+50 _ I- 0+50 I J 10, RIW Sta 0+00 Sta 0+00 0+00 I _ 0+00 Beg . Proj_Sta 0+00 on center Line of Sr-1320 STR50-2 10+00 - 1- 10+00 STR50-2 510' RIW 9+50 9+50 I I I I 9+00 1 9+00 - I- i I I 8+50 8+50 I I 1 1 0 8+00 8+00 I I i q17+50 R 7+501 Exist. 18" Replace W/24" CMP Lt. t ?R W Rt I 1 i 7+00 I 7+00 - 1- I i Sta6+75 PL I 6+50 6+50 I I I 6+00 I 6+00 I- I I I 5+50 5+50 * 1 510' RIW 5+00 5+00 PL STR50-3 I5+00 - - I 15+00 STRSG-3 I 510, RIW 14+50 I - I- I 14+50 14+00 I I I_ 14+00 Wanell B. Shaw 50 Marietta GA. 30064 1 0 1 13+50 I I 13+50 STA 13+00 13+00 I I I 13+00 Sta 13+00 PL _ _ I i Exist 1811 R l W/2411 CMP . ace ep Lt. to Rt. 12+50 12+50 510, RIW I 12+00 I I_ I I 12+00 11+50 I I _ I I 11+50 (? I 11+00 I _ I I I 11+00 10+50 I I I 10+50 I 510' RIW 10+00 1 10+00 J T R50-4 I 510' RIW -- 19+50 I I 19+50 19+00 I I I_ I I 19+00 I i NOTE: SEE SITE # 1 16+50 16+50 1 EXIST. 24" CMP. _ -I - - `? TO BE REPLACED i WITH 36" CMP. STA. 18+30. 16.00 I I 16+00 17+50 I i I 17+50 5 10' RIW O I I 17+00 I I 17+00 16+50 I I I i 16+50 16+00 I i I i 16+00 15+50 - I I I 15+50 I 510, RIW 15+00 1 15+00 „?? v . J-vu 4+50 4+00 -' -- 23+50 I -- 10' RIW I 1 1 I I I I 13+UO' srPSOs 24+50 4+00 3+50,1' I I No Pipe Add 1811 CMP Lt. to Rt. 23+00 I I_ I I 23+00 22+50 I i I 22+50 510, RIW L./ I I O 22+00 I_ I I 22+00 21+50 1 I 1- I 21+50 21+00 I I I I 21+00 20+50 I I I 20+50 I 510' R1W 0+00 i 10+00 PL a 1 r 0U-o .i U-t-UU - I_ 30+00 Si,P50-0 I 510' R1W 29+50 I I 29+50 29+00 I I I 29+00 Reuben Hamby I I `6 Kennesaw, GA. 30144 1 1 28+50 - I- I 26+50 28+00 I I I_ I i 28+00 STA 27+50 27 +50 I I 1 27+50 STA 274- 50 PL _. . - 510 RIW :P a No Pipe Add 18" CHP Lt. to Rt. 27+00 I I 27+00 26+50 I I _ I I I 26+50 0 I I I 0 26+00 _ I I 26+00 25+50 I I I 25+50 i 510` RIW 25+00 I 25+00 S TR50-7 .?i f G?d'3 1 3bfOO STR50-7 I 510' RI 34+50 I I 34+50 34+00 i i i i 134 : 00 33+50 I I I 33+50 33+00 I 1 1 I 33+00 32+50 I 32+50 510' RI c7? ir 1 , 32+00 32+00 NO PIPE 1 I I ADD 18 CMP. 31+50 I I 31+50 31+00 I I 1 - I- I 31+00 30+50 . I I 1 30+50 I 510' RI 3O-FOO 1 30+00 I J iR?V-v" 510- RIW.. _ 39+ 50 1 I I 38+50 39+0 0 I I I I- I 39+00 38+5 0 I I I I 38+50 38+00 I I I I 38+00 3750 I I 37+50 510 End of Project A 7+00 1?+ 37+00 I STA 37+00 End of Project P] I I I I 36+50 I I I I I 35+00 _ I 36+00 I I _ I 35+50 35+50 I I 510 R I LV- 35 + 00 I 35 + 00 ?C^uS-S7P?. STD. NO. I DESCRIPTION: EROSION CONTROL DETAILS & SPECIFICATIONS SYMBOL: PG. NO. 245.03 TEMP. SILT DITCH TSD VI-2 - - - - - - - r 245.05 TEMPORARY DIVERSION - - TD -o F-774 rp L- -- - - - - - - - - - - - - - - - - - - - - - - - - - - 893.01 TEMP.SILT FENCE -- - - - - - - - - - - - - - - - - - - - - - - - - - -- 890.05 TEMP. SLOPE DRAIN ?_ ?- Vl 8 WITH EARTH BERM -- - - - - - - - - - - - - - - - - - - - - - - - - - - 245.02 SILT BASIN V1-12 TYPE-B -- - - - - - - - - - - - - - - - - - - - - - - - - - - 895.10 TEMP. ROCK SILT CHECK , , , , VI-16 TYPE-B -- - - - - - - - - - - - - - - - - - - - - - - - - - - 892.02 TEMPORARY V1-20 ROCK SEDIMENT DAM TYPE-B -- - - - - - - - - - - - - - - - - - - - - - - - - - - 897.01 ROCK PIPE INLET V1-22 PROTECTION 894.01 --------------------- V1-24 ROCK SILT SCREEN -- - - - - - - - - - - - - - - - - - - - - - - - - - -DESCRIPTION SYMBOL EXISTING FENCE: = v\ tE?' OR - - l -+ --------------------------------- PROPOSED ROAD: REi5w ---------------- ------------------ EXISTING ROAD: -?- ----- --------------- --------- ------------------- RAILROAD: CONTROL OF ACCESS LINE--------- -3 --------------- ------------------ C SLOPE STAKE LINE: --------------- _ . • • --------.-- _ _ -; - - • - -- BRIDGE ---------------- I ------------------ : --------------- ---------------j CONCRETE CULVERT: ?-- --------------- ------------------ CiyIP PIPE CULVERT _ _ - _ - _ _ ? WOODS: - - -O- - - - - - / o OR TELEPHONE ORTELEGR-3H POLE: EXISTING: -?- - - - - PROPOSED: --- - TOWER POLE LINE: ?- _ • - - " - - - ? POWER POLE: ---------------------------11---------- EXISTING: PROPOSED: O -------------------------------- EASEMENT LINE: ?- ------------ -- -----------I - GUARDRAIL: -- --- _____ SANITARY SEWER LINE: ?- _ -- - S.S. - --------------- S.S. ----------------- WATER LINE: ---- ------- I-- --------------- - GAS LINE: ?„ ^ -------------- ^ ------------------- BRUSH BARRIER ,._-_ ------- - ------- EXISTING CHANNEL : -? - - -" ,', - = - - - - -- - _ '+ . PROPOSED CHANNEL CHANGE: ?- FIBER GLASS ROVING: ?- F G .R