The URL can be used to link to this page

Home My WebLink About20070766 Ver 1_Application_20070504,,; ~~ ~s'~~ ..moo ~d ~ a ~, ~yos~q~~~J ~~~~~ ~ M; .g~~. .e ~ ~,. STATE of NORTH CAROLINA DEPARTMENT OF TRANSPORTATION TIPPE"rr MICHAEL F. EASLEY GOVERNOR LYNDO SECRETARY May 1, 2007 Mr. David Baker, NCDOT Project Manager U.S. Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, NC 28801-2714 Oy~~s6 Subject: Nationwide 14 and Nationwide 33 Permit Application SR 1607 -Hipps RD Haywood County State Project No. 140.044072 (DWQ Minor Permit Fee $200) Dear Mr. Baker: The North Carolina Department of Transportation (NCDOT) is proposing to widen, grade, and pave SR 1607, Hipps Road, in Haywood County from the end of pavement for a distance of 0.3 miles. This proposal entails widening and paving the existing gravel road to a standard 18-foot roadway. The proposed improvements of SR 1607 have been identified as necessary maintenance and safety improvements. Funds have been allocated for this project, and NCDOT would like to perform these activities sometime during the 2007-08 paving season. I am sending astraight-line diagram with the proposed erosion control and construction limits along this project. In addition, I am sending a typical section of the road, cross sections, drawings for pipe culvert replacements as well as a marked county map and USGS topographic map. We propose to install the new culverts 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 threatened and endangered species. There are no records of listed species for the unnamed tributaries of North Hominy Creek. Additionally, there are no records for the adjacent watersheds, which are also unnamed tributaries of North Hominy Creek. The impacts from culvert replacement/extensions will be relatively minor. The streams are small and are not of sufficient size to support mussels. There is a recent record for the Small Whorled Pogonia (Isotria medeoloides) from Buck Cove Mountain. This record is approximately 3.2 miles from the project. The habitat adjacent to the road is pasture with trees existing only along the fence lines. This habitat is not characteristic of the small whorled pogonia. For these reasons, we believe there will be "no effect" on threatened or endangered species. Impacts to historic or cultural resources are not anticipated. If the State Historic Preservation Office (SHPO) and the Office of State Archaeology determines that further investigations are required, NCDOT will conduct the appropriate site investigations and obtain compliance from SHPO prior to project construction. 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 is being effectively controlled. If the planned devices are not functioning as intended, they will be immediately replaced with better devices. The rock silt screens and other erosion control devices will be in place prior to pipe culvert construction and will remain in place until the project is stabilized. Impacts to Waters of the United States The unnamed tributaries of North Hominy Creek appear to have perennial flow. The channels are composed of cobble, gravel, sand and silt. The channels lack vegetation. For these reasons, we believe these streams are under the jurisdiction of the U.S. Army Corps of Engineers. In order to construct the project in accordance with our current secondary road standards, it will be necessary to impact waters of the United States in the French Broad River Basin. Specifically, NCDOT is requesting to extend/replace two metal culverts and relocate one roadside seep in unnamed tributaries to North Hominy Creek (DWQ Class C). Site No. Existing Proposed Condition Net Impacts Station Condition ' Site 1 40' x 48" 20 60' x 48" CMP extension 10+93 CMP Site lA Open Channel Temporary Dike w/ Sandbags 25 ft2 10+93 Site lA Free Flowing Flow Diversion 85' 10+93 Channel Site 2 30' x 24" 30' x 24" CMP 0~ 12+20 CMP Site 2A Open Channel Temporary Dike w/ Sandbags 15 ft'` 12+20 Site 2A Free Flowing Flow Diversion 55' 12+20 Channel Site 3 12+50 to Roadside Relocated Roadside Seep 150' Seep 14+00 20 Total Permanent Impact (Linear Feet) Temporary Impact Flow Diversion and Dikes (Linear Feet) 140 Channel Relocation (Linear Feet) 150 Permits Requested NCDOT is hereby requesting authorization under Section 404 of the Clean Water Act to proceed with the construction project outlined above. By copy of this letter, I am asking Mr. David McHenry, Mountain Region Coordinator, of the North Carolina Wildlife Resources Commission (NCWRC) to comment directly to you concerning the 404 Nationwide Permit request. 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 requesting 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) 488-2131. Your early review and consideration will be greatly appreciated. Sincerely, onathan L. Woodard, P.E. District Engineer cc: Mr. John Hennessy, DWQ, DENR, Raleigh (four copies) Mr. Mike Parker, DWQ, DENR, Asheville Mr. David McHenry, Mountain Region Coordinator, NCWRC Mr. J. B. Setzer, P.E., Division Engineer, NCDOT Mr. Mark Davis, Division Environmental Officer, NCDOT Mr. B. T. Williams, P.E., County Maintenance Engineer, NCDOT Mr. E. L. Ingle, Roadside Environmental Field Operations Engineer, NCDOT Office Use Only: Form Version March OS 20070766 USACE Action ID No. DWQ No. ,,.,, . (If any particular item is not applicable to tnis pro~ec[, please enter i~o~ r~ppucauic ~~ ~.~~ .~ I. Processing 1. Check all of the approval(s) requested for this project: ® Section 404 Permit ^ Riparian or Watershed Buffer Rules ^ Section 10 Permit ^ Isolated Wetland Permit from DWQ ® 401 Water Quality Certification ^ Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NW 14 & NW 33 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ^ 4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: ^ II. Applicant Information Owner/Applicant Information Name: North Carolina Department of Transportation _ Mailing Address: 345 Toot Hollow Road Br soon Citv NC 28713 Attn • J L Woodard PE District Engineer Telephone Number: (828) 488-2131 Fax Number: (828) 488-3518 E-mail Address: jwoodard dot state nc us 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: N/A Company Affiliation: N/A Mailing Address: N/A Telephone Number: N/A E-mail Address: N/A Fax Number: N/A 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 USAGE 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 sequent t the finalvvers on ~s illegiblle, the applncant will be informed th t reduced to a small scale such tha the project has been placed on hold until decipherable maps are provided. 1. Name of project: Widen grade drain and pave SR 1607 Hipps Rd in Haywood Count 2. T.I.P. Project Number or State Project Number (NCDOT Only): 140.044072 3. Property Identification Number (Tax PIN): N/A 4. Location County: Haywood Nearest Town: Beaverdam Subdivision name (include phase/lot number): n/a Directions to site (include road numbers, landmarks, etc.): From Waynesville take I 40 East to exit 33. Turn left onto SR 1004 at the bottom of the ram .Follow SR 1004 to SR 1606. Turn left onto SR 1606. Follow SR 1606 to SR 1608. Turn ri t onto SR 1608. Follow SR 1608 to SR 1607. Turn ri ht onto SR 1607. This is the ro~ect. 5. Site coordinates, if available (UTM or Lat/Long): Attached on last page. (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. .Property size (acres): 1.64 acres 7. Name of nearest receiving body of water: North Hominy Creek (Class C) 8. River Basin: French Broad (Note -this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http'//h2o 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: Residential woodlands Page 2 of 9 10. Describe the overall project in detail, including the type of equipment to be used: This ro'ect includes cuttin and fillin earthwork where needed re lacin old draina e structures that are inadequate making the road safer by changing the road profile and paving. E ui ment to be used will be Track Hoes Back Hoes Dum Trucks Bulldozers Manual Labor sandba s um sand diversion i es 11. Explain the purpose of the proposed work: To pave widen the shoulders and improve the ali ment of SR 1607 to meet current NCDOT standards. IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USAGE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. No ermits have been a lied for reviousl V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. No additional ermits are antici ated VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs maybe included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Provide a written description of the proposed impacts: Plastic sheeting and sandbags will be laced in the stream channel above culvert to create an im ervious dike. Water will be Page 3 of 9 diverted or um ed around culvert installation site. Culverts will be installed and the tem orar im ervious dike will be removed after culvert installation. 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 floc Wetland Impact Type of Wetland Site Number Type of Impact (e.g., forested, marsh, (indicate on map) herbaceous, bog, etc.) N/A Located within Distance to Area of 100-year Nearest Impact Floodplain Stream (acres) Total Wetland Impact (acres) I I 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 acreage, multiply length X width, then divide by 43,560. Page 4 of 9 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 fll atirravatinn rl,-Prl u;nu flnnd;n~_ drainage. bulkheads, etc. Open Water Impact Site Number (indicate on ma) Name of Waterbody (if applicable) T e of Im act ~ p Type of Waterbody lake, pond, estua sound, ba ( ry' y. ocean, etc.) Area of Im act p (acres) N/A Total Open Water Impact (acres) 5 et tha r„m„lar;vP ;,,-,,,apt to all Waters of the U.S. resulting from the project: ... .. - - - -r° - - Stream Impact (acres): - - 0.00138 Wetland Impact (acres): 0 Open Water Impact (acres): 0 Total Impact to Waters of the U.S. (acres) 0.00138 Total Stream Impact (linear-feet}::Permanent 20 Total Flow Diversion and Dikes (linear feet) Temporary 140 Total Channel Relocation (linear feet) 150 6. Isolated Waters Do any isolated waters exist on the property? ^ Yes ®No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. N/A 7. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands Describe the method of construction (e.g., dam embankment, excavation, installation of draw-down valve or spillway, etc.): N/A Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): N/A Current land use in the vicinity of the pond: Size of watershed draining to pond: N/A Expected pond surface area: N/A VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It maybe useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact Page 5 of 9 site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. Culverts will be extended the minimum length necessary to meet current NCDOT standards. All pipe extensions will be placed below the existing streambed so natural substrate can be re-established. The culvert installation sites will be de-watered to minimize impacts from sedimentation. VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USAGE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on January 15, 2002, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal.. Factors 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 USAGE 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, available at http'//h2o enr state nc us/ncwetlands/strm~ide.html. 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. N/A 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 Page 6 of 9 website at ht~~//h2o enr state.nc.us/wrp/index.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 ofNon-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)? Note: If you are not sure whether aNEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ^ No 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^ X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) 2 It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. 1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify N/A )? Yes ^ No If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multi Tiers Zone* Impact (s uare feet) Multiplier Required Mitigation 1 3 (2 for Catawba) 2 1.5 Total * Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. Page 7 of 9 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0244, or .0260. N/A XI. Stormwater (required by DWQ) Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss Stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. Stormwater will be diverted through settling basins or grass lined buffers prior to entering streams. See erosion control lan . 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: The road is being upgraded only to minimum secondary standards. The paving of this road should not alter the rate of develo ment. 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 Page 8 of 9 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). Applicant/Age is Signature Date 's signature is valid only if an authorization letter from the applicant is provided.) SITE COORDINATES Site 1 N 35.5784° W 82.7933° Site 2 N 35.5782° W 82.7928° Site 3 N 35.5780° W 82.7925° Page 9 of 9 HAYWOOD COUNTY ROAD NAME Hipps Rd. SR W.O. FROM SR 1608 1,575' to end of proiect ADDITION IMPROVEMENT TO BE PAVED P. POLES TO BE MOVED T. POLES TO BE MOVED R/W WIDTH SCALE DATE DESIGN YEAR DESIGN ADT 1607 14c044072 X X 2 0 45' 1 "=50' 7-2-03 2028 50 w EROSION CONTROL ` DETAILS AND SPECIFICATIONS ~~ 245.03 Temporary Silt Ditch .............................. TSD 245.05 Temporary Diversion ...................... ....... TD 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 Temporary Rock Sediment Dam Type-A ,,,,,,,,_,__ 892.02 Temporary Rock Sediment Dam Type-B .,, ~ ' 897.01 Rock Pipe Inlet Protection Type-A ,,,,,,.,,__ . . e,; ~ia °~o ° ° 897.02 Rock Pipe Inlet Protection Type-B ° ~°°°° 894.01 Rock Silt Screen .......................... ................... 245.04 Stilling Basin ................................ ......:... Rock Inlet Protection: A T A ^ - OR ~ A ~~ 896.01 ............................... YPe 896.02 Type g ....... ............... ...... B ~ .. OR -• B ~~ 896.03 TYPe C ............................... 12 March, 1992 a DESIGN FOR SILT BASIN ., x,.,.6.00 CUBIC FEET PER ACP.E CHECKED EVERY ~STOR~I ~ EVET:T AND CLEAi1ED OUT ~dHEN HALF FULL 3~ Y~ J /. ~~ ~~ SILT B:~SI\ - 1 (S.s. ~) 2~ 3 ~ ~- /~•, \~~ _~~w r r~_ s cr ~ E L~;•:~TH 0= DISi~?.BL.D :~°.i.`_ 1C~~' . 0? DIS ~ ~?EED ° LL-~- ~'~'- ~ i~ :T_ - STLT B~SI\ - ( S.B. 14) {I •~ ~-'' ~~ USA J ,~ i ~~ <~s z~ ~~ l L~GTH OL DIS TU~.BED r-'~ ~'=~ 3 =-= L~GTH OF DiST(~~?BSD P°=-' ~' SILT B.aSI~' - 4 • (S.B. 28) i SILT B?SI\ - 3 5/~~~ (S.B. 21) _~ / ~ \~ 5+00~ I 5+00 c ~. _~ ~ HFlZ~i Ho~~A.,a ~~o G~.,~a v~cw ~~ O ----- i r ~I C 58-1 3'X7'XZ' x57 P,J~~ 3J 7 ~x ~ , ~~ r ~~ 0+~~ r sB-I 3' x7'x Z' I I 0+00 rnP,~y RF,,, ~_z ~c ~~P. F~1 K~- 7... 1-?'.~Te/S ~! !'. ~3? LF~.-or, O { 10+00 1v I 10+00 ~1 i v I~ -~ k I o I~ ~~ v Ste, ~ ~ x~~,z--~--~ ~ ~~~ ,d,. ~~ ~ ~~ ~~ ~ +00 I 15+00 5 O ,J`hO~r Ley Noope~ g~iO Jr ~ STF~Tf'ord ~19K5 Qr. />~ACO~: GA. 31 Z c o O ~EO~uOG R'u~ i~ i7~ ~f ie 13+40 - I3+S5 O O 1 V T V V . ~ . ,,., 15+00 nn~An O O POLE DATA r!PN 61-o34a~ PROJECT _Ni PPS__~i~ __S,~_~60? __ COUNTY ____-~~ ~LL~OC~-~---------------- Sheet---- ~ ---- of--~- OWNEft OF POLE LINE --------~~-~ ~~ ~ ~--Gf--~. -----• ---------------------------------------------- Pot.a DIfT. -ROM Ca NT[R PRC^[NT ROAD DI/T. FROM C[NT[R PROJlCT OIf7. C[NTCR PROJCCT AFrca MOVING REMARKS STATION NUNe[R LT. RT. LT. RT. LT. RT. ~ t3 S /7' l7' 25 ` w~ Poi SITE STA. BRANCH SIZE EXIST. PROP. SKEW •1 10.93 3' W X 40' X 60' X 100' T. END 4' D 48' CMP 48' CMP ET 0.5' ROP.__EXIST CL CL i ~ i ~ ~ i ' i ~ i i i ~ i ~ i i i ~ i i100' ~ i i a I _ i i __ i i ~ ~ ~ ~ i , ~ 9' I 9' ~ i ~ ~ ~ ~ ~ I ~ I ~ I ~ ~ I PROP, EXIST EXIST PROP, EP EDGE EDGE EP TL TL HAYW000 CO. SR 1607 HIPPS RD. N _ i -7-~ ~-'-__ ~ EXT. OUTLET END 19.5' 1 ~~ = 2r~' I I I I I I III ! I _ I I I I I I I I _ ~ ~ ~ T.B.M. ELEV. 100.0 ' i NAIL IN 20 POPLAR ~ ' I I 38 LT. STA. 10.60 , I I I I I I I I I I I I I I P~ I I P I I iI I I II I I I I ~I I I 'L I f I _ _ _ r _ - - I I I , I I I I I I L ~' I " " - - - I I I I I ~ i I I 11 "i -i-i - " \i i" i I I T 9.~5' I I I v I I I i t i ~V I I I PROP. I N VER I I I ECEV. I 86 15 I II II I I I I I I I I I I I I I I I I I ! I I I i I I 10 ~ 1 ~ • PROPOSED GRADE- 4.2% SITE STA. BRANCH SIZE EXIST. PROP. SKEW OP. •2 12.20 1' W X 1' 30' X 24' 30' X 24' 100' ' OF 24' D CMP CMP ® P ROP._EXIST CL - CL I I I I ' 100 • ; I I ~ I I I ~ I I I I I I I I I I I I I , I I I II 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 9' I 9' I I I I I I I I I I I I I PROP. EXIST EXIST PROP. EP EDGE EDGE EP TL TL HAYWOOD CO. SR 1607 HIPPS RD. N 1"=20' I I II I T M ELEV B 100 0 I . . . . . NAI IN 8' POST I L 8' RT STA 2.50 I . . 1 1 I I I I I I I R 30' F 2 4' M I I I i I I I I I I R I I I i I i I I i I ~' I 1 i ~ I I i - - - - - - - - - I i t I I I I f II I ! II P ROP. N R ~ l I I I ~ E E LEV. I 7 . 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 t I I I I I I I I I I I " ~' / 1 = 1 ~ PROPOSED GRADE - 2 0% ~.,/: PPS ~• i ~~ I r I ( Sir /G D 7 I ~3 ~j0 I { A I ~ ~ ~ h I q ~ i3 ~~ h ,~ i ~~ I~ I ,~ ~ . SCA~c ,~~_ io~~.~,k.. 1 I ,,~ ( I2~50 ` ` c .,iT ~~~III~I~IIII~IIIIIItlllll_~IIIII111 I ~ II ~ III U Iglu I I ~ I~111~V III I I I 1 i 1 I I i I I I I I I I i I 1 I -i ! i I i t ~ I I I i I i I I -_ I I I I I I I_I I T i 1-i !_.! LL 1 1 ~ I I I III I I 11' O / _•~ ~ G s ROUGH KNOB ' ' 26 ` ~ ~ - •\ 133a \ ~. •` \ I } ,t, ~•\ y i~ ~\ (ry. -' 1yffE PUG KNOB ''P 'Z F •\ / 13]9 \ Oy P \ 1133a % ! 1 SQ • % / \ OHO j .. ~.~ i ~ /® / BETSEvS GAP ,/ B 1300 / ELEV. 5.895 / - 336 1.6 N ~./•1/ ~/ . HERO MTN. ~ .' b ~. 33] 1343 ,2 ~ . ~ 5q ~6' ~ / Frw Cn•k~ i 1736 \~~~ N .i .,~. ~ '`.~ F C _ l {y 1300 ~, ~ 1 I ,c O ~ CR48 TREE BALD ~ ~ 0 1505 '1 ,611W. ELEV. 5,680 \ I ~j M ,~1 'kP ~ I~ \ ~ ~ O ~ ' ~ 1 I G B OAK 4~TNi / .21x6 ~ ~ $ ~BEAV DAM \\ ti ,3 i n 1 4 1 ~' cAP~' P F \ /' \ ~ / lx] ',, ` 1' 161 .9 1622 1 •\ / \ .a ~ ./ l ~ 't' \ 13~ / • ; ~ 1503 164S;U . 2 1" ' ~ 1301 1621 \ . ~ . ~~ f M~ Gwk 1305 ', ~ -•1 B;G BUTT ~ ~ • / ~ ~ M f N 1606 • \ ~. 36 ,y ~ 1613 ,/ ~ /~ ~ 1 162a ~ J ~ C' -~ 1619 ~ r;EwFOUNC GAP .6 b ~ 1659 ~ '• ~ 1'8 1618 160] 1303 •• 1508 1616 1606 % .. ~• o I ' 3 1608 1006 / G~ ISI 1309 % '.J<.'L r~6 I.5 / _ _ J 1 ~ 1615 1614 ~\ ' , •) Y fO~'•• '1 1 1660 1613 / GRASSY TOP 1 •I - L 1 ( 1 / \ 1 1348 •1382 \ \ LE ,~ n 9w.adam ~ A t0 a5 EEV~wE - -' f ~ 1546 156] • \ 3 ... ~ fU 3.9 1600 ~ ` 6 T.~ PS O CHAMBERS ' ]a REc 1 .\ a \ YO ~`~~ •\•` } Oy NI' ~ 1&19 S.'a SMAitiE=S MTN. Z. ]a ? M \ ~ I - l •\ I ~ '~~ \~ ~ DOUB'S TOP MTN. 40 /`\ / CANTON ` - I S I 3g sp UTAi M'V, CLYDE•1~ I ~ ~ •1 ~" ' 10 I \ . _. / \ - ' - 3 \ b'I ~ 6 ~ 1905 / 1996 _ % 19 lbluu ~ e]0 '\ J 19n ( TwEC:: C'_CCK TOP . 6 b 1 ~ ~•~\-\ .I 13 \ p --~ ROCK KNOB \ /\ ~ \ I s.M.1l \ 34 \ I ~ ~ ~ ~ weea~.. 1932 ~1 I / d uaaa•o. •~ z]6/ v % 9 / I I sENTE_L . i - /• ~ T M ~N` I \ / _ -' JI o • ~ \ - WAYNESVILLE ~ 9 f I \ \• ~ , ry / o l 1 rof. 9,637 6.6 ~ 1 ~" ~ • .0 \ 276 1 WA YNESViL LE / NG. ! ~ F 1102 q '.S :'S;~~3G'~i `/ U ^ \ // ~ 11 3 ' ~IIp9 t 180] 1889 E_E'J. G.° sJ/~e~!/` /h ~\ ~ 'ly / 6 1 /" i ~ / ~ . o •~ Hmlw66d ' ti P I S G A H *~ P ~ ~,,-' \'•` . \~,.; `~., 199] ~, 6 ~~ /A~/~ b ~ _ ~~~ `\ WOLF PEN MT \ Ii06 • \ /• 1 1101/ r 1899 ~'•-.~ ' 1 r- b C////// / . _ . __ I. _ Y ~ ~ 1 - 1 s la9o _ ..~ - / ~ / 1 •t i/ \ / / l - \ ~ / ,. N A.~ I O N AFL ~ / I ba \ ./ ~ CCU MOUNTAN -, A~'f. _ ___ _~ '_ FRV!NG. 2-3i u'N. I I I 2.808 33 ° W 82.800 00 ° W I I I I I I l 82.7 1 666° W( I ~- ~ ~, . - 5 ~;~~ Imo/ , --- ~ ~~ 1 ° ~ ~i ~~ - ~, " ~ ,~ / . t"J ~ ~ ~ r `` ~ . ,~ ~., 1, 1 f ~1 _- T~ ` 1~ -- ) ~ `^ ~ ~ I'.,, r o i ~ . ,,,~~ ~ 1 l ~ ~~ 1 --: ~ ~ ~ ~t ~ _ ~ / ~ j~ N l ti~ r ~ - il J 11111 1 [[ (~a -- ~}+ _ i lUQ7 Q ~ ~ I 'r ~ 'I','` /l~ rf i J J \ ~ ,+ / f ~ ~ ~ '-`~ Y ` ~ + k ~y ~ /! mss,/ II /-~ r . 1 +, :V ,rlr \ r ~~~ r .'fir r \ ~ ~~ 1..i r . ~ ~1 i \ rr rfr ~ _ ti. { _ ` ti/ '~ 7 4 \ ~ ~ i r M 1 ' ' ~ ` ` ~ ` ~ I r `= r_ _ ~ ,I r ' / s ~ `1 14 ~ ~ , ~t ~ ~~ ~' I \ ~ ~ ~ ~ ~ • . .:' • ` `- ~. -, ~_ '" '~~ __ _ .!y_ ~ c; }':~ ~~~ It ~`. , +`' ~ ~ ~~ _ Y d-y ~' ~ ~`' .~ ~ ~~ ~-' - - ~I fem. ~' I Ii ~ ~ + r. t ~ ~~ ~ o ~~ -'Vr _ I II II I `/iii ~ ` ~; ! ,,/ - _• ~ t li .1 " I I I -=' ~ 3 ~ ~ - I _ I I I l 2.808 333° ~ I ~ I 2.800 ~00 ° ~/ I I I i I I ~ 82.791 666' W I z ~: C: wNynyrn l~J iaao, malnc+.n, un,. 02/23/2007 15:10 r% w RA ~ ~`~ a,,,/ STATE OF NORTH CAROT.INA 8285864043 NCDOT DIVISION 14 TELECOP,~ER TRANSMITTAL COVER SHEET PAGE 01102 LYNDO TTPPETT SF.C,:i~F,T A RX DATE: c~~" ~~ ~~ d ~ Please deliver the following pager to: DEP.ART`~~NT OF TRANSPORTATION MICHAEL P. E~S1,FY DiL•ision of ~Tig~wavs GOVERNOR Name: o ~. Department.: ~~..s~ _1~ Address ~r Room Number: Te!¢phone Nr~n:ber: This telecopy is being sent by: Name: ~~~ ~~~~..dl5 Phone Number: (~428~ 586-2141 I.,F ~'() U D O NO?' RECEX V:i; ALL PAGES CLEAR/ Y.. C,4I..L .8A C,~ AS SOONAS POSSIBLE. Our Fax Number is (828-.S8b~4043) PLEASE COUNT. PAGES (Ili•'CLLiDIh'G COYER SHEET) REMARKS; Da's!sierr 14 /~ ?,S3TyihsrE~rRaucl. S/1ru.ltinrah.Carnli>ru,?~f~y9 02/23/2007 15:10 8285864043 NCDOT DIVISION 14 PAGE 02/02 + j ~~ .~ 'ci ,, `` / l / /~J s~~z o ~ ~~~~ /~ ~ ~ L C'7 /1~ Z 1 •1 ~/ v-~ LV l f~ IJL~ G h~.Jl ~ ~f°/ ..~ ~GJC/ Y V T/"~~ / ~~GI' % /?.~c~ ~ST~. ~~ f4U ~~ r' e w-v JG ~os.~ ~O,l~~-- S R 1607 Site 1 ' ' S R 1607 Site 2 .~: ~: _~ ~,.. ~.;¢= v ~, •• s _ ~. ' , „• _ _ . i ' ` SR 1607 Wet Ditch 3 r ~ .~ „` ~ ~ -.~- a.e... -: ,- . as >., . ~.