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HomeMy WebLinkAbout20011860 Ver 1_Complete File_20011220? r >_ y 4 -? Michael F. Easley Governor William G. Ross, Jr., Secretary Department of Environment and Natural Resources Gregor/ J. Thorpe, Ph.D. Acting Director Division of Water Quality DWQ Project No.: (?I I S UO County: V C-DCI1AX-fiLk Applicant: 9c c--?,or Project Name: -!51Z 13 673 Wit C k on tic,_ Date of Issuance of 401 Water Quality Certification:-, 1-1 ?o Certificate of Completion Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of these. Applicant's rtific ion smear, ? I, , hereby state that, to the best of my abilities, due care and diligence was used in the observa ' of the construction such that the cons ction was observed to be built within substantial c pliance d i tent of the 401 Water Qualit erti ation and Buffer Rules, the approved plans a s cifc o s other supporting r• Signature: Date: Agent's Certification I, , hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materiaLs. Si-nature: 0 Date: If this project was designed by a Certified Professional I, , as a duly registered Professional (i.e., Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project, for the Permitee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature Registration No. Date A" Divisicn of `Plater Qua!ir/ 1650 'Mail SerAce Center Raleigh, ',;C 27899-19050 W etlands'401 Unit: (919) 733-1730" F.ax !4101 TiZ_RA1,-1 `o?0r V ' / cgOG _? > y Michael F. Easley Govemor William G. Ross, Jr., Secretary Department of Environment and Natural Resources 4 < Gregory J. Thorpe, Ph.D. Acting Director Division of Water Quality ,v DWQ Project No.:1?1181.v0 County: Applicant: Project Name: 'SR. 1S s3 14; tl C e-K 1Jri V_C,_ Date of Issuance of 401 Water Quality Certification: t I Certificate of Completion Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of these. Applicant's Cgrtification hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature: -Date: Agent's Certification 1, , hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature: -Date: If this project was designed by a Certified Professional 1, , as a duly registered Professional (i.e., Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project, for the Permitee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature Registration No. Date K*IAY CDEMi Division of Water Quality 1650 Nlail Service Center Raleigh, NC 27699-1650 Wetlands/401 Unit: (919) 733-1786 Fax: (919) 733-6893 FILE COPY TO: Steve Lund, USACOE Asheville Field Office FROM: Maryellen Haggard, Highway Project Coordinator Habitat Conservation Program DATE: February 18, 2002 SUBJECT: North Carolina Department of Transportation (NCDOT), Hill Creek Drive, Unnamed Tributary to North Muddy Creek, McDowell County The North Carolina Department of Transportation (NCDOT) is requesting a concurrence letter from the North Carolina Wildlife Resources Commission (NCWRC) to obtain a 404 permit from the U.S. Army Corps of Engineers. Biologists on staff with the NCWRC have reviewed the proposed improvements and are familiar with habitat values of the project area. These comments are provided in accordance with the provisions of the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d) and the Clean Water Act of 1977 (33 U.S.C, 466 et seq.). The proposed project consists of upgrading Hill Creek Drive to state standards for gravel roadways. The existing wooden bridge will be replaced with 2 lines of 48" culvert. This action will impact 60 linear feet of an unnamed tributary to North Muddy Creek. The unnamed tributary to North Muddy Creek does not support trout at the project location. We will not object to the project as proposed provided that the following conditions are implemented: 1. Disturbance of the stream channel must be limited to only what is necessary to install the culvert. Heavy equipment should be operated from the bank rather than in the stream channel in order to minimize sedimentation and reduce the likelihood of introducing other pollutants into the stream. 2. The installation and addition of pipes should insure that all waters flow without freefalling or damming on either end during low flow conditions. The dimensions, pattern, and profile of the stream above and below the pipes should not be modified by widening the stream channel or reducing the depth of the stream. When two pipes are installed, only one pipe should be buried 12" into the streambed so that all base flow continues uninterrupted in this pipe during normal and low flow conditions to Hill Creek Drive 2 February 18, 2002 maintain aquatic life passage. The bottom of the second pipe should be placed at grade or at bankfull elevation. If both pipes are buried, water should be diverted through a single pipe by installing a short sill on the upstream end of one pipe to block low flows. Where disrupted, natural floodplain benching should be restored upstream and downstream of the second, "dry", pipe. 3. Stringent erosion control measures should be installed where soil is disturbed and maintained until project completion. 4. Temporary or permanent herbaceous vegetation should be planted on all bare soil within 15 days of ground disturbing activities to provide long-term erosion control. We encourage NCDOT to utilize onsite vegetation and materials for streambank stabilization, to minimize the use of riprap (or hard stabilization methods) and to maximize the use of native vegetation for stabilization and shade. 5. If concrete will be used, work must be accomplished so that wet concrete does not contact stream water. This will lessen the chance of altering the stream's water chemistry and causing a fish kill. 6. Stormwater should be directed to buffer areas or retention basins and should not be routed directly into streams. 7. All mechanized equipment operated near surface waters should be regularly inspected and maintained to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials. Thank you for the opportunity to review and comment on this project during the early planning stages. If you have any questions regarding these comments, please contact me at (336) 527- 1549. cc: Cynthia Van Der Wiele, NCDWQ Roger Bryan, NCDOT WAIF Michael F. Easley, Governor Q 9 William G. Ross Jr., Secretary \O? QG North Carolina Department of Environment and Natural Resources 0) r Gregory J. Thorpe, Ph.D. j Acting Director Division of Water Quality January ?, 2002 McDowell County DWQ Project No. A 1860 Hill Creek Drive, Road Addition APPROVAL of 401 Water Quality Certification with Additional Conditions Mr. Roger D. Bryan, Division Environmental Officer NCDOT Division 13 P.O. Box 3279 Asheville, NC 28802 Dear Mr. Bryan: You have our approval, in accordance with the attached conditions and those listed below, to impact 60 linear feet of unnamed tributaries to North Muddy Creek in order to upgrade Hill Creek Drive in McDowell County to gravel standards. The project should be constructed in accordance with your application dated December 13, 2001 (received December 20, 2001). After reviewing your application, we have decided that this fill is covered by General Water Quality Certification No. 3289 corresponding to the U.S. Army Corps of Engineers Nationwide Permit Number 14. In addition, you should acquire any other federal, state or local permits before you proceed with your project including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. This approval will expire with the accompanying 404 permit unless otherwise specified in the Water Quality Certification. This approval is only valid for the purpose and design that you described in your application except as modified below. If you change your project, you must notify us, in writing, and send us a new application. If the property is sold, the new owner must be given a copy of this 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 or stream impacts exceed 150 linear feet, compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below. 1. Stormwater should be directed to buffer areas or retention basins and should not be routed directly to streams. 2. Temporary or permanent herbaceous vegetation shall be planted on all bare soil within 15 days of ground-disturbing activities to provide long term erosion control. 3. The culvert required for this project shall be installed in such a manner that the original stream profiles is not altered (i.e. the depth of the channel must not be reduced by a widening of the streambed). Existing stream dimensions are to be maintained above and below locations of the culvert. The culvert shall be installed one foot below the stream to allow for fish and other wildlife movement. 4. All work shall be performed during low flow conditions. North Carolina Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mal Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) 919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands/ 5. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials. 6. The presence of equipment in the channels must be minimized. Under no circumstances must rock, sand or other materials be dredged from the wetted stream channel under authorization of this permit, except in the immediate vicinity of the culverts. 7. Existing vegetated buffers shall not be mowed in order to utilize it for storm water sheet flow. 8. Use of rip-rap for bank stabilization is to be minimized; rather, native vegetation is to be planted when practical. If necessary, rip-rap must be limited to the stream bank below the high water mark, and vegetation must be used for stabilization above high water. 9. Rock silt screens at culvert outlets shall be removed at project completion. Upon completion of the project, the NCDOT shall complete and return the enclosed "Certificate of Completion" form to notify NCDWQ when all work included in the §401 Certification has been completed. The responsible party shall complete the attached form and return it to the 401/Wetlands Unit of the NC Division of Water Quality upon completion of the project. 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 that conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. 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 Ms. Cynthia Van Der Wiele at 919.733.5715 or Mr. Mike Parker of the Asheville Regional Office at 828.251.6208. Sincerely, y Tho e, Ph. . ti Director Attachment Pc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office NCDWQ Asheville Regional Office Central Files i e opy ISSUED FILE 01160 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY LYNDO TIPPETT GOVERNOR PO BOX 3279, ASHEVILLE, NC 28802 December 13, 2001 SECRETARY Mr. Steve Lund US Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 Subject: Nationwide Permit #14 Hill Creek Drive, Road Addition McDowell County, NC Dear Mr. Lund: 2001 I have enclosed a straight-line diagram with erosion control plan, a PCN application for NWP #14, and a vicinity map relative to the proposed culvert on Hill Creek Drive, McDowell County, NC. Hill Creek Drive is currently a 10-12 feet wide gravel road. Division of Highways plans to upgrade the road to state standards for gravel roadways and add to the state system. Grading will be light. We propose to replace an existing wooden bridge with 2 lines of 48" culvert. Total stream impact will be 60 linear feet. Existing channel morphology will be maintained upstream and downstream of the culvert. The culvert will be placed below existing streambed elevation. Riparian vegetation will be reestablished along disturbed areas associated with the culvert extensions. No significant effect on federally listed species (threatened or endangered) or their critical habitats is anticipated. By copy of this letter, we request Mr. Owen Anderson, North Carolina Wildlife Resources Commission Coordinator, to comment directly to the Corps concerning the permit request. Mr. Steve Lund Page -2 Hill Creek Drive, McDowell County December 13, 2001 By copy of this letter, we are asking Mr. Ed Ingle, Area Roadside Environmental Engineer, to comment on the above project. Temporary encroachment into the buffer zone will be not required for the project. The stream is not classified as trout. By copy of this letter, I am forwarding seven (7) copies of the application package to Cynthia Van der Wiele, NC DENR, Division of Water Quality, 401/Wetland Unit for review and comment. A $200.00 check is enclosed for application processing. Please forward comments directly to the Corps with copy to Division 13 Environmental Officer. Your earliest consideration for this request would be greatly appreciated. If you have any questions or information needs, please contact me at (828) 251-6287. Sincerely, r), P 9. 71f? RogD. Bryan Division 13 Environmental Officer Enclosures cc: F. D. Martin, P.E. G. R. Spangler L. R. Watkins, P.E. Ed Ingle Owen Anderson Cynthia Van der Wiele Office Use Only: 01186 0 Form Version April 2001 USACE Action ID No. DWQ No. If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than leaving the space blank. 1. Processing 1. Check all of the approval(s) requested for this project: X Section 404 Permit ? Section 10 Permit X 401 Water Quality Certification ? Riparian or Watershed Buffer Rules 2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14 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 Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (see section VIII - Mitigation), check here: ? II. Applicant Information Owner/Applicant Information Name: NC Department of Transportation Mailing Address: P.O. Box 3279 Asheville. NC 28802 Telephone Number: 828-251-6287 Fax Number: 828-251-6394 E-mail Address: rdbryanna dot.state.nc.us 2. Agent 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: Company Affiliation: Mailing Address: Telephone Number: Fax Number: E-mail Address: Page 1 of 8 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: Hill Creek Drive 2. T.I.P. or State Project Number (NCDOT Only)6.872331 3. Property Identification Number (Tax PIN): 4. Location County: McDowell Nearest Town: Marion Subdivision name (include phase/lot number): Directions to site (include road numbers, landmarks, etc.): Hill Creek Drive is located approximately 0.5 mile North of I-40 Exit 83. The road addition is off of SR 1276. 5. Site coordinates, if available (UTM or Lat/Long): 35 38'18" N 8159'59" W (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. Describe the existing land use or condition of the site at the time of this application: Existing _gravel road 7. Property size (acres): 8. Nearest body of water (stream/river/sound/ocean/lake): UT to North Muddy Creek 9. River Basin: Catawba (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.ne.us/admirVmaps/.) Page 2 of 8 10. Describe the purpose of the proposed work: We propose to grade, drain, base, and install erosion control measures for Hill Creek Drive. The road will no be paved We propose to replace and existing wood bridge with two lines of 48" culvert. Total culvert length will be 60 linear feet. The culvert will be installed to insure aquatic life passage within the stream 11. List the type of equipment to be used to construct the project: Excavator, backhoe, and trucks. 12. Describe the land use in the vicinity of this project: Rural, wooded with homes. 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 USACE 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. N/A V. Future Project Plans Are any additional permit requests anticipated for this project in the future? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application: No, no future plans. 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. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must 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 may be 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. Wetland Impacts Wetland Impact Type of Impact* Area of Located within Distance to Page 3 of 8 Site Number indicate on ma Impact (acres) 100-year Floodplain** es/no Nearest Stream linear feet Type of Wetland*** N/A * List each impact separately and identify temporary impacts. Impacts include, but are not iimtted to: mechanized clearing, grading, rtu, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at http://www.tema.aov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) List the total acreage (estimated) of existing wetlands on the property: 0.0 Total area of wetland impact proposed: 0.0 2. Stream Impacts, including all intermittent and perennial streams Stream Impact Site Number indicate on ma Type of Impact* Length of Impact linear feet) Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? leasespecify) Sta. 10+00 Culvert 60 UT to N. Muddy Creek 4 ft P * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, 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. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.uses.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tol2ozone.com, www.map9uest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 60 feet. 3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water of the U.S. Open Water Impact Type of Impact* Area of Name of Waterbod Type of Waterbod Page 4 of 8 Site Number Impact (if applicable) (lake, pond, estuary, sound, indicate on ma acres bay, ocean, etc.) N/A * List each impact separately and identity temporary impacts. impacts mduae, but are not umltea to: nu, excavation, ureugmg, flooding, drainage, bulkheads, etc. 4. 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.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Size of watershed draining to pond: Expected pond surface area: VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be 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 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. The existinp,_aravel road must be improved to meet current safety standards for addition to the system The culvert requested is the minimum necessary to establish an appropriate typical section for the roadway that will be stable and prevent future erosion. Riparian vegetation will be established on disturbed areas associated with the project construction. 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. Page 5 of 8 USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, 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 USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP 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/strrngide.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. 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that you would like to pay into the NCWRP. Please note that payment into the NCWRP must be reviewed and approved before it can be used to satisfy mitigation requirements. Applicants will be notified early in the review process by the 401/Wetlands Unit if payment into the NCWRP is available as an option. For additional information regarding the application process for the NCWRP, check the NCWRP website at httn://h2o.enr.state.nc.us,"ya/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): IX. Environmental Documentation (DWQ Only) Page 6 of 8 Does the project involve an expenditure of public funds or the use of public (federal/state/local) land? Yes X No ? 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 a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ? No X 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 (DWQ Only) 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. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify. )? Yes ? No X If you answered "yes", provide the following information: 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 multipliers. Zone* Impact (square feet Multiplier Required Mitigation 1 3 2 1.5 Total * Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0260. Page 7 of 8 XI. Stormwater (DWQ Only) Describe impervious acreage (both 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. The existing compacted gravel roadway acts as an impervious surface. Stormwater will diverted through settling basins or grass lined buffers prior to entering the streams. XII. Sewage Disposal (DWQ Only) 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. XIII. Violations (DWQ Only) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No X Is this an after-the-fact permit application? Yes ? No X XIV. 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). With regard to hazardous spill basins the road is not classified as an arterial route, therefore hazardous spill basins are not required. Xppli4pnt Agent's Sigoture /Dam (Agent's signature is valid only if an authorization letter from the applicant is provided. Page 8 of 8 ?_ - J V ti? O • 0 _ crCTO.• y+Ula HilliV.Cem' . 226 arkere ? \Ch. L _ Chapel °'j /Sout anon 3947 / --Jl ?j - Oo 1741 r 7j ?Av Chapel Hill N - - i f Ch - 06 33946 ?l?l . , \?20p0 \ _1400 221 Osal 3945 800 Ri? t a i X400 )? 1 ;,99axr :;' G PROJECT AREA ?' ' o° . ,,' I J?? '• - ?u 11 39 0 000 11 °, ??z73 FEET p ,oc_.. - I \ J f ?. - -'?\ le. _Q I ( 0 F\:O 1796 40 r , ^Y r: , ?0 p/, ?. "1 12 v O • I 1 `? x . `9 L a _ O 3943 __ , oS. \ • - _' 250 .? •. . 4/ i Y?.. ? sic . V %b ??Cb it . ? ?? t j ?. 1794 •• n2 ',?. r C.. - -- .? , '12 413 Vicinity Map: Hill Creek Drive, Road addition, McDowell County, NC (Marion East Quadrangle, Scale 1:24000). PROPOSED ROAD ADDITION SHEET 1 OF 11 COUNTY: McDowell TOWNSHIP: Marion / Glenwood PROJECT Hill Creek Dr. LENGTH: 1,249 feet, 0.24 miles WORK TYPE: grade, drain, base, erosion control LOCATION From SR. 1276, thence for 0.24 miles Division File Number: 87.0314 R/W WORK ORDER NO: 6.872331 CONSTRUCTION W. O. NO. DATE: 9/28/00 SCALE: 1"=50' DRAWN BY: D. G. M. NOTES AND PROVISIONS PERTAINING TO STRAIGHT LINE DIAGRAM 1. Driveway pipes to be furnished and installed as needed by the Department of Transportation crews in existing drives. 2. Any asphalt or concrete drives cut off during construction of road will not be replaced. 3. Fences to be moved off right of way by property owner and not reset on the right of way. If property owner elects not to move fence off right of way, fence will be removed by the Department of Transportation during construction of road and not reset. 4. Use erosion control plan for erosion control purposes only. C-_ r O o ?i ?? rs' a d- Page 1 EXISTING 30' X 18" CSP O KENNETH EARL HAMMOND DB. 558, PG. 606 ROUTE 5 BOX 69 - A MARION, NC. 28752 +38 P.P. 32'LT. (OK) EXISTING 63' X 18" RCP EXISTING 0 r'f 0.20 MI. TO SR. 1341 4 MCOOWELL COUNTY HILL CREEK OR. ADDITION 3 SHEET 9 OF 11 ? V) I I EDWIN S. & o O IVA M. HILL a OB. 244. PG. 585 fJ ?? I ?GP% 178 HILL CREEK .DRIVE / LENOIR, NC. 28752 / I I I Ir7l I 2 I° I Y Iw I HENRY & O VELVIE SMITH = I OB. 389, PG. 414 ® 521 WENTWORTH CIRCLE NW I I LENOIR; NC. 28645 I I I I -?j SR. 1276 4 EXISTING R/WW r/ Lfi ....[PRO \ 16' I-2 RD. T0.18 Mi. O SR. 1285 L4 o 9NIlSIX3 E M/8 9NI1SIX3 BEGIN PROJECT STA. 0+00 (L SR. 1276 BEGIN PROPOSED 22.5' R/W LT. & RT. E.I.P. 2.2'LT. (TO BE OFFSET) EDWIN S. & O IVA M. HILL OB. 219. PG. 91 178 HILL CREEK DRIVE LENOIR. NC. 28752 11 DAVID & O JENNIFER M. HAMMOND OB. 558. PG. 604 208 TATERTOWN ROAD NEBO. NC. 28761 O ?q lSryFTti F W ti qq oe S? tiq gM,yo ? ? y ??TFSB AC M?NpN? eos8 FqA? FY 9 . S2 q t O KENNETH EARL HAMMOND OB. 558. PG. 606 a ROUTE 5 BOX 69 - A N MARION. NC. 28752 a 0 a MCOOWELL COUNTY HILL CREEK OR. AOOITION SHEET 10 OF 11 +00 E.I.P. 3 / 71'RT. (OK) , w N 0 G. 0 / r c Q. I i i i 5' 22.5' o m 0 I ? f 7 EDWIN S. & O IVA M. HILL 08. 219. PG. 91 178 HILL CREEK DRIVE LENOIR, NC. 28752 -G FL s / o f GQ" +59 P.P. 29'R T. +54 GUY WIRE 18'RT. (RETAIN) EDWIN S. & O IVA M. HILL OB. 244. PG. 585 6 5 4 BRUCE & JACQUELINE E. RANDOLPH & SUSAN KERSEY 2 RAIL WOOD FENCE HOG WIRE FENCE E.I.P. 4 SBW FENCE W/ WOOD POSTS MOVE OFF R/W DOT 0 EDWIN S. & IVA M. HILL DB. 244, PG. 585 178 HILL CREEK DRIVE LENOIR, NC. 28752 3 N O CL 0 CL O o V1 m 0 END PROPOSED 22.5' R/W LTA RT. XI I ICI X1?I i 22.5' o I f END PROJECT STA. 12+49 li- HILL CR. RD MCDOWELL COUNTY HILL CREEK DR. ADDITION SHEET 11 OF 11 0 MICHAEL JAMES & SUSAN KERSEY DB. 606, PG. 701 RT.5 BOX 71 MARION, NC. 28752 _- W 10' GR. OR. 'v O STA 12+19 END PROP. 40' R/W RT. ROP. TURN BEGIN PROP. 22.5' R/W RT. AREA 40' 12 'A 11+89 END PROP. 22.5' R/W RT. BEGIN PROP. 40' R/W RT. mI w w ¢I J J Z EDWIN S. & O IVA M. HILL 0B. 244, PG. 585 178 HILL CREEK DRIVE LENOIR, NC. 28752 10 EDWIN S. & IVA M. HILL ? O DB. 219, PG. 91 0 178 HILL CREEK DRIVE vwi LENOIR, NC. 28752 0 0 CL 12' GR. DR. O OB. 505, PG. 949 P.O. BOX 1624 MARION, NC. 28752 \ II 9 u 22' CONC. OR. II W/ 55'X 8' CPP / +00 E.I.P. 71'RT. (OK) 9 ` - \ /i .I/Y I I -` a':\.. 2. 1805 zz1 I I 1 !?i 1]39 I \ y }? ?• ' 1 1 %1735 \ 1806 1736 1 .06 1001 Q ?_- ? ?'\?°S r\ y,qp ?r ] 1 1749 \ 1830 ?' U J8 40 Hill Creek Drive proposed addition: begin project at survey station 0+00 in _ .03 L-J 70 ?7 - the centerline of SR 1276, 0.18 miles north of SR 1285, thence in a easterly 1170 direction for a distance of 1,249 feet, 0.24 miles, to the end of project at survey station 12+49. \'\ e] Ties 1740 \ L ? 1171 ? 1165 '\ 17u •?? \ 12% s 2 118] 1168 / 1168 I 1 LQY. Ud 17a2'? ' m ?? • •,? 1169 1253 1169 \ \ /•• 221 Y , / 1163 \ \ 1819• / 1^62 1165 ?' I ' ?0 +3 ' \ 18321 \/ ? 1819 1306 ^ ®a® IQ ti 1. \ 1828 b 1, ilea \ ' l lies •\ /• \ G 1794• \ /... 116] - • c 1168 \ EP l 0' sr 1276 1276 0 12]6 / 1795 \ 1 ? t?73. /jj. - / 1318 ` ,• / 1196 • i ?l1 1 ' / ' e2 \ 1168 • \.. / p 1786 j ? 1]94 / C \ 1 1 ?.`. 1168 q / 1=96 \ \ , }? / / P . \ 1153 1154 1]86 ??? \ 1296 / 793 / .794 \ 56 '3-`q Glenw odQ rz \ 1 I1!3 .may .^9 .09 ??.'8 / .•? / \ _ \S 1]66 /1792 1766 1163 .03 BOUNTY <] r MCDOWEi-L ]91 _ 134 1 •.\ 11? \? .•: ? /.. 1790 4 1]85 1 114] )a 1]86 ` .. _ _ t T _ y6-10M_. r` L STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY LYNDO TIPPETT GOVERNOR PO BOX 3279, ASHEVILLE, NC 28802 December 13, 2001 SECRETARY Mr. Steve Lund US Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 Subject: Nationwide Permit #14 Hill Creek Drive, Road Addition McDowell County, NC Dear Mr. Lund: 0 1 1 860, I have enclosed a straight-line diagram with erosion control plan, a PCN application for NWP #14, and a vicinity map relative to the proposed culvert on Hill Creek Drive, McDowell County, NC. Hill Creek Drive is currently a 10-12 feet wide gravel road. Division of Highways plans to upgrade the road to state standards for gravel roadways and add to the state system. Grading will be light. We propose to replace an existing wooden bridge with 2 lines of 48" culvert. Total stream impact will be 60 linear feet. Existing channel morphology will be maintained upstream and downstream of the culvert. The culvert will be placed below existing streambed elevation. Riparian vegetation will be reestablished along disturbed areas associated with the culvert extensions. No significant effect on federally listed species (threatened or endangered) or their critical habitats is anticipated. By copy of this letter, we request Mr. Owen Anderson, North Carolina Wildlife Resources Commission Coordinator, to comment directly to the Corps concerning the permit request. %140'r Rt-_C6 VIED .lei, Mr. Steve Lund Page -2 Hill Creek Drive, McDowell County December 13, 2001 By copy of this letter, we are asking Mr. Ed Ingle, Area Roadside Environmental Engineer, to comment on the above project. Temporary encroachment into the buffer zone will be not required for the project. The stream is not classified as trout. By copy of this letter, I am forwarding seven (7) copies of the application package to Cynthia Van der Wiele, NC DENR, Division of Water Quality, 401/Wetland Unit for review and comment. A $200.00 check is enclosed for application processing. Please forward comments directly to the Corps with copy to Division 13 Environmental Officer. Your earliest consideration for this request would be greatly appreciated. If you have any questions or information needs, please contact me at (828) 251-6287. Sincerely, T4-- ow 6. 42D. BrYan Division 13 Environmental Officer Enclosures cc: F. D. Martin, P.E. G. R. Spangler L. R. Watkins, P.E. Ed Ingle Owen Anderson Cynthia Van der Wiele Office Use Only: Form Version April 2001 USACE Action ID No. DWQ No. If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than leaving the space blank. 1. Processing 1. Check all of the approval(s) requested for this project: X Section 404 Permit ? Section 10 Permit X 401 Water Quality Certification ? Riparian or Watershed Buffer Rules 2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14 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 Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (see section VIII - Mitigation), check here: ? II. Applicant Information Owner/Applicant Information Name: NC Department of Transportation Mailing Address: P.O. Box 3279 Asheville, NC 28802 Telephone Number: 828-251-6287 Fax Number: 828-251-6394 E-mail Address: rdbryan dot.state.nc.us 2. Agent 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: Company Affiliation: Mailing Address: Telephone Number: Fax Number: E-mail Address: Page 1 of 8 111. 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: Hill Creek Drive 2. T.I.P. or State Project Number (NCDOT Only)6.872331 3. Property Identification Number (Tax PIN): 4. Location County: McDowell Nearest Town: Marion Subdivision name (include phase/lot number): Directions to site (include road numbers, landmarks, etc.): Hill Creek Drive is located approximately 0.5 mile North of I-40, Exit 83. The road addition is off of SR 1276. 5. Site coordinates, if available (UTM or Lat/Long): 35 38'18" N 81 59'59" W (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. Describe the existing land use or condition of the site at the time of this application: Existing gravel road 7. Property size (acres): 1.3 8. Nearest body of water (stream/river/sound/ocean/lake): UT to North Muddy Creek 9. River Basin: Catawba (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.ne.us/admin/mgps/.) Page 2 of 8 10. Describe the purpose of the proposed work: We propose to grade, drain, base, and install erosion control measures for Hill Creek Drive. The road will no be paved We propose to replace and existing wood bridge with two lines of 48" culvert. Total culvert length will be 60 linear feet. The culvert will be installed to insure aquatic life passage within the stream 11. List the type of equipment to be used to construct the project: Excavator, backhoe, an d trucks. 12. Describe the land use in the vicinity of this project: Rural, wooded with homes. 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 USACE 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. N/A V. Future Project Plans Are any additional permit requests anticipated for this project in the future? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application: No, no future plans. 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. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must 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 may be 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. Wetland Impacts Wetland Impact Type of Impact* Area of Located within Distance to Page 3 of 8 Site Number indicate on ma Impact (acres) 100-year Floodplain** es/no Nearest Stream linear feet Type of Wetland*** N/A * List each impact separately and identify temporary impacts. 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. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at http://www.feina.?lov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) List the total acreage (estimated) of existing wetlands on the property: 0.0 Total area of wetland impact proposed: 0.0 2. Stream Impacts, including all intermittent and perennial streams Stream Impact Site Number indicate on ma Type of Impact* Length of Impact (linear feet Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? especify) Sta. 10+00 Culvert 60 UT to N. Muddy Creek 4 ft P * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, 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. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., ww-w.topozone.com, www.niapquest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 60 feet. 3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water of the U.S. Open Water impact Type of Impact* Area of Name of Waterbod Type of Waterbod Page 4 of 8 Site Number Impact (if applicable) (lake, pond, estuary, sound, indicate on ma acres bay, cean, etc. N/A * List each impact separately and identify temporary impacts. impacts include, but are not umttea to: nu, excavation, oreogmg, flooding, drainage, bulkheads, etc. 4. 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.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Size of watershed draining to pond: Expected pond surface area: VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be 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 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. The existing Gravel road must be improved to meet current safety standards for addition to the system The culvert requested is the minimum necessary to establish an appropriate typical section for the roadway that will be stable and prevent future erosion. Riparian vegetation will be established on disturbed areas associated with the project construction. 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. Page 5 of 8 USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, 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 USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP 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/stnngide.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 Wetlands Restoration Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that you would like to pay into the NCWRP. Please note that payment into the NCWRP must be reviewed and approved before it can be used to satisfy mitigation requirements. Applicants will be notified early in the review process by the 401/Wetlands Unit if payment into the NCWRP is available as an option. For additional information regarding the application process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/M))/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): IX. Environmental Documentation (DWQ Only) Page 6 of 8 Does the project involve an expenditure of public funds or the use of public (federal/state/local) land? Yes X No ? 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 a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ? No X 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 (DWQ Only) 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. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ? No X If you answered "yes", provide the following information: 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 multipliers. Zone* Impact (square feet) Multiplier Required Mitigation 1 3 2 1.5 Total * Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0260. Page 7 of 8 XI. Stormwater (DWQ Only) Describe impervious acreage (both 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. The existing compacted gravel roadway acts as an impervious surface. Stormwater will diverted through settliniz basins or grass lined buffers prior to entering the streams. XII. Sewage Disposal (DWQ Only) 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. XIII. Violations (DWQ Only) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No X Is this an after-the-fact permit application? Yes ? No X XIV. 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). With regard to hazardous mill basins the road is not classified as an arterial route, therefore hazardous spill basins are not required. Z, 0 C? / 2- v t/Agent's Si ture /batd' signature is valid only if an authorization letter from the applicant is provided. Page 8 of 8 -C) crtTO j1 NHilCem ? ?_ _ arkera _ Chapel Ch. 16 Sout anon; 3947 .o- I _ _o ?? ?? ? ?/ .' .a - c % ice`\? '•, n 00 ?- - ' ?. t / !? ?^ i.- . - J . v • • .7257 , :. ?,?\ Ct . l.. 1741 VV, !, j • Chapel mill ?• / /' J \ lilt 41\. ?ic06 - ,r? 3946 o •?-- '"' z11 _ / _ j ?ti??`/ ?j 0- 3945 ( (Vf S ; ! 6201, 11O „ (\ \ %:, ?t, 400 'y PROJECT AREA g 394 ` N- ?°0 ojC ' -??•r 'n /?'?) , 0000 J? Q FEET \ c ( 1 „ - w i `1796 ?- 40 0 U ( r, c v 'l /-y \?'°° 0 w? i a'a•ci 2 Q k 221 % 3 ?>V 0 !/ 2 %3943 250 v o / 1794 8%`CO' '12 413 -0 Vicinity Map: Hill Creek Drive, Road addition, McDowell County, NC (Marion East Quadrangle, Scale 1:24000). PROPOSED ROAD ADDITION SHEET 1 OF 11 COUNTY: McDowell TOWNSHIP: Marion / Glenwood PROJECT Hill Creek Dr. LENGTH: 1,249 feet, 0.24 miles WORK TYPE: grade, drain, base, erosion control LOCATION From SR. 1276, thence for 0.24 miles Division File Number: 87.0314 R/W WORK ORDER NO: 6.872331 CONSTRUCTION W. O. NO. DATE: 9/28/00 SCALE: 1 "=50' DRAWN BY: D. G. M. NOTES AND PROVISIONS PERTAINING TO STRAIGHT LINE DIAGRAM 1. Driveway pipes to be furnished and installed as needed by the Department of Transportation crews in existing drives. 2. Any asphalt or concrete drives cut off during construction of road will not be replaced. 3. Fences to be moved off right of way by property owner and not reset on the right of way. If property owner elects not to move fence off right of way, fence will be removed by the Department of Transportation during construction of road and not reset. 4. Use erosion control plan for erosion control purposes only. r o o , .? rl a L?- Page 1 EXISTING 30' X 18" CSP O KENNETH EARL HAMMOND DB. 558, PG. 606 ROUTE 5 BOX 69 - A MARION, NC. 28752 +38 P.P. 32'LT. (OK) EXISTING 63' X 18" RCP EXISTING 0 M 0.20 MI. TO SR. 1341 3 0 w N O CL 0 a S- ,-?j SR. 1276 1? 0 w w I Y U 1c, I / i i M/b 0NIISIX3 7L? EXISTING R/W 16' I-2 RD. 0.18 MI. TO SR. 1285 MCOOWELL COUNTY HILL CREEK DR. ADDITION p? SHEET 9 OF 11 'L EDWIN S. & / O IVA M. HILL OB. 244, PG. 585 178 HILL CREEK "DRIVE / LENOIR. NC. 28752 l ?// +93 I? I I I HENRY & VELVIE SMITH I OB. 389, PG. 414 ® 521 WENTWORTH CIRCLE NW I LENOIR; NC. 28645 4 M/21 ONIISIX3 \.BEGIN PROJECT STA. 0+00 SR. 1276 BEGIN PROPOSED 22.5' R/W LT. & RT. +76 E.I.P. 2.21T. (TO BE OFFSET) L 3 o w / N O Q. O / a EDWIN S. & O IVA M. HILL I I OB. 219, PG. 91 178 HILL CREEK DRIVE I I LENOIR, NC. 28752 I I I I II DAVID & O JENNIFER M. HAMMOND 08. 558, PG. 604 208 TATERTOWN ROAD NEBO, NC. 28761 tt' kF l O pgS7 yFT'y cc W hM q9 ?BS?'S'ggM0? 4 ? D?lFSB ,oC MONpN? ? 9,? fO?' ?C+eO?'668 FgR<SY 9 2e?S2 ? q c \s?f? \?9 CD KENNETH EARL HAMMOND 3 OB. 558, PG. 606 Q ROUTE 5 BOX 69 - A N MARION, NC. 28752 a O cr- a ?9-5' 22.5' 15 m I I v I I 0 ICI ?I I I III MCOOWELL COUNTY 71'+00RT. E.1 (OK) .P. HILL CREEK OR. AOOITION SHEET 10 OF 11 P 7 EDWIN S. & O IVA M. HILL OB. 219, PG. 91 178 HILL CREEK DRIVE LENOIR, NC. 28752 G +59 P.P. 29'R T. +54 GUY WIRE / 18'R T. (RETAIN) EDWIN S. & vQ / O IVA M. HILL OB. 244. PG. 585 6 5 4 BRUCE & 2 RAIL WOOD FENCE HOG WIRE FENCE E.I.P. 4 SBW FENCE W/ WOOD POSTS MOVE OFF R/W DOT JACQUELINE E. RANDOLPH & SUSAN KERSEY OB. 505, PG. 949 P.O. BOX 1624 MARION, NC. 28752 xl I ICI ?- m \ X +? I EDWIN S. & IVA M. HILL DS. 244. PG. 585 178 HILL CREEK DRIVE LENOIR, NC. 28752 O O 11 V1 m 0 22.51 22.5' s 0 Y w w U J J S EDWIN S. & O IVA M. HILL OB. 244, PG. 585 178 HILL CREEK DRIVE LENOIR, NC. 28752 10 3 w, N O 0- 0 o_ EDWIN S. & IVA M. HILL O 06. 219, PG. 91 0 178 HILL CREEK DRIVE Ln LENOIR, NC. 28752 O (L 12' GR. DR. CL ENO PROJECT STA. 12+49 (? HILL CR. RD END PROPOSED 22.5' R/W LTA RT. MCDOWELL COUNTY HILL CREEK OR. ADDITION SHEET 11 OF 11 MICHAEL JAMES & © SUSAN KERSEY OB. 606, PG. 701 RT.5 BOX 71 MARION, NC. 28752 10' GR. OR. `v .5 N, ; ?0) STA 12+19 END PROP. 40' R/W RT. ROP. TURN BEGIN PROP. 22.5' R/W RT. AREA 40' 12 TA 11+89 END PROP. 22.5' R/W RT. BEGIN PROP. 40' R/W RT. T \ II a It ?ELJ 22' CONCDR. II W/ 55'X 8' CPP +00 E.I.P. 71'RT. (OK) 9 22, '? I I I `'??? 17A 173. I 1 --_J ?• S ?? ?. ; 1 I \ 1735 \ 1806 1 1001 Q l/¦ a'\.?CS r\ 1°30 73° .02 Hill Creek Drive, proposed addition: begin project at survey station 0+00 in 1170 the centerline of SR 1276, 0.18 miles north of SR 1285, thence in a easterly 70 direction for a distance of 1,249 feet, 0.24 miles, to the end of project at 11 785 survey station 12+49. 1,86 . 03 -'7- 117t 1766 '\ r2 yu •\? y3 1256 s `187 1168 ' 1166 I \ ?.? ,a Cry I762'?$ '? •h 1169 1255 1169 \ / 221 Y 1165 \ 819• \ 'I 1 / 1262 t163 ' \ \I 819 I I 1306 ry 1, ? . \ e b 1, 1766 ?•. L'. \ \ 8 '•\ I t166 \ I,6 Ilea \ I I \ 1160 I j \ 1156 1736 \ ' \ 1 I / 131° I I E3 1795 1786 ,796 / / a I 1731. 1_ 1811 \'\ \ 1796 \ - \ ? 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