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HomeMy WebLinkAbout20020884 Ver 1_Complete File_20020607F \NATF Michael F. Easley, Governor OHO 19 William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources ` Alan W. Klimek, P.E. Director >_ Division of Water Quality DWQ Project No.: (?1 ?S Count Applicant: N C- a ash Project Name: Lc Date of Issuance of 401 Water Quality Certification: _ 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 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. Signature: Date: Agent's Certification I, LC, , F ? •s? ;- , hereby state that, to the best of my abilities, due care and diligence w used in the obse ation 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 Diam"d specifications, and other supporting materials. If this pr(rject 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 WETLANDS / 401 GROUP SEP 0 1 2004 _ ' C Ai:.l fY SECTION ENR North Carolina Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail 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/ncwetlands/ ?" TQ William G. Ross Jr., Secretary \0 G North Carolina Department of Environment and Natural Resources ))-7, Alan W. Klimek, P.E. Director Ok?? Division of Water Quality June 19, 2002 Stanley County DWQ Project No. 020884 SR 1102 (Ledbetter-Ford Road) APPROVAL of 401 Water Quality Certification with Additional Conditions Mr. Benton G. Payne, P.E., Division Engineer NCDOT Division 10 716 West Main Street Albemarle, North Carolina 28001 Dear Mr. Payne: You have our approval, in accordance with the attached conditions and those listed below, to incur 85 linear feet of permanent impacts and 40 linear feet of temporary impacts to unnamed tributaries to Rocky River in order to improve SR 1102 (Ledbetter-Ford Road) in Stanley County. The project should be constructed in accordance with your application dated June 4, 2002 (received June 7, 2002). After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Nos. 3366 and 3375 corresponding to the U.S. Army Corps of Engineers Nationwide Permit Numbers 33 and 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 you may be required to 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 if 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. Storm water shall be directed to buffer areas or retention basins and not routed directly to streams where practicable. 2_ De-watering shall be performed during low flow conditions. 3. The dimension, pattern, and profile of the stream and floodplain above and below the structure shall not be modified by widening the stream channel or reducing the depth of the stream. 4. Culverts 48" and larger should be buried approximately one foot into the streambed. Culverts less than 48" in diameter should be buried to a depth equal to, or greater than, 20% of their size to allow for passage of aquatic life. 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. The presence of equipment in the channel must be minimized. 6. Existing vegetated buffers shall not be mowed in order to utilize it for storm water sheet flow. 7. Riparian vegetation must be reestablished within the construction limits of the project by the end of the growing season following completion of construction. North Carolina Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail 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/newetiands/ 8. 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 youxeceive 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. Michael Parker of the Mooresville Regional Office at 704.663- ). 1699. Sincerely, Attachment n i r ? Klim P.E. Pc: Wilmington District Corps of Engineers Steve Lund, USACE Asheville Field Office NCDWQ Mooresville Regional Office Central Files File Copy ?t o STATE OF NORTH CAROLINA LANJU6 DEPARTMENT OF TRANSPORTATIO MICHAEL F. EAsLEY GOVERNOR DIVISION OF HIGHWAYS June 4, 2002 W. LYNDO TIPPETT SECRETARY U. S. Army Corps of Engineers 0 2 0 8 8 4 Asheville Regulatory Field Office Attention: Mr. Steve Lund, MS, PWS COPY 151 Patton Avenue, Room 208 FILE Asheville, NC 28801-5006 Subject: Secondary Road Improvements to SR 1102 (Ledbetter-Ford Road), Stanly County. State Work Order No. 6.682309 (DWQ Minor Permit Fee $200.00) Dear Mr. Lund: 01, SUED The North Carolina Department of Transportation (14CDOT) proposes to upgrade SR 1102 from SR 1117 (Griffin-Greene Blvd.) to SR 1101 (Howard Road), in Stanly County. SR 1102 is an unpaved roadway that will be upgraded to a paved roadway, a portion of which will be constructed on new location. The total project length is 2.20 miles (.21 mile new location). Transportation and highway laws of North Carolina (G. S. 136-44.6, 136-44.7, 136-44.7A, 136- 44.8 and 136-44.9) require the NCDOT to develop annual work programs for construction and maintenance of secondary roads. These general statutes specifically set forth requirements for annual construction and paving of existing unpaved roads. Paving of these roads is performed in priority order as established by the NCDOT for each unpaved road within a given county. This number is based on characteristics of each road, including number of homes, schools, churches, businesses, industries, recreational facilities, traffic counts, presence of school bus routes, and value as a thoroughfare. SR 1102 is scheduled for paving in the 2002-2003 Secondary Roads Construction Program. Protected Species The subject project has been reviewed for the presence of listed threatened and endangered r species. It has been determined that the construction of this project will have no effect on any a] r-M listed plant or animal species. rn CD --? Impacts to Waters of the United States This project cannot be completed without impacts to waters of the United States. The project lies in the Yadkin River Basin (Hydrologic Unit # 03040105), affecting the drainage of unnamed tributaries to Rocky River. Stream impacts will be incurred due to replacement of the existing 716 West Main Street, Albemarle, NC 28001 9 (704) 982-0101 9 Fax (704) 982-3146 pipe. There will be approximately 86 linear feet of permanent and 40 linear feet of temporary impacts to the existing stream channels as a result of the proposed construction. Wetland Impacts There are no wetland impacts that will result from the construction of this project. Potential impacts would be avoided by the proposed new location. Stream Impacts There are a total of two impacts to streams. Table 1 includes information related to site number, stream name, existing pipe length (ft), existing pipe width (in), proposed replacement or extended pipe length (ft) and width (in). Site S 1 is a perennial stream while Site S2 is an intermittent stream. Table 1. Im acts to Streams fromrovements to'' SR 1102 better-Ford Road Site No. Stream Name Existing Length feet ' Existing Width inches Proposed Length ., feet ' Proposed Width inches S I UT of Roc River 32 53 a 40 60 54 S2 UT of Roc River 24 18 60 24 Note: "UT' refers to unnamed tributary. Dewateringg The NCDOT proposes to temporarily dewater the stream(s), as needed, during the construction of the project. This will involve the temporary placement of sandbags, sheet metal cofferdams, or Class B or Class 2 riprap, covered with filter fabric, in the stream channel approximately 10 feet upstream of the proposed pipe inlet. In order to maintain water flow during construction, water upstream of this impervious structure will be temporarily pumped out and conveyed downstream of the construction activity where it will be allowed to filter through vegetation before flowing back into the stream channel. This activity will result in temporary impacts to the aforementioned surface waters. Approximately 70 linear feet of stream channel will need to be dewatered for each site requiring such. This would result in 420 square feet of dewatered streambed at site number S 1 and 70 square feet at site number S2. Any dewatering activity that occurs will be conducted for less than five consecutive working days and the sandbags or rip rap covered filter fabric will be entirely removed from the stream channel after construction. The volume of temporary fill required for this activity would consist of no more than 6 cubic yards per structure. The NCDOT believes that each of these sites can be authorized under a Section 404 Nationwide Permit 14 and 33. Avoidance/Minimization Approximately 1250 linear feet of SR 1102 is planned for construction on new location. The proposed realignment will avoid one jurisdictional wetland site as well as reduce the overall length of the project. 2 All wetlands or surface waters not affected by the project will be protected from unnecessary encroachment. No staging of construction equipment or storage of construction supplies will be allowed in or near wetlands or surface waters. The side slopes have been steepened to the extent possible and the proposed roadway adjusted to lessen the impacts to jurisdictional sites. Sedimentation and erosion control Best Management Practices for the protection of wetlands and surface waters will be enforced during project construction. Continued coordination will occur between maintenance forces and the Division Environmental Officer during construction in an effort to minimize impacts to jurisdictional sites. Compensatory Mitigation At this time, the NCDOT does not anticipate the need for compensatory mitigation based upon the limited impacts associated with the construction of this project. Summary The purpose of this letter is to request authorization to construct the proposed project under Section 404 Nationwide Permit (NWP) 14. Additionally, the NCDOT requests authorization under Section 404 Nationwide Permit 33 for temporary impacts that will result from dewatering activities associated with this project. Application is also made to the North Carolina Division of Water Quality (NCDWQ) for Section 401 Water Quality Certificate (WQC) No. GC3375 that is required for this project. The 401 WQC No. GC3366 (which corresponds to NWP 33) does not require written concurrence from the NCDWQ as the NCDOT intends to comply with the conditions for the WQC. If you have any questions or need any additional information concerning this project, please fee free to contact Mr. Larry Thompson, Division Environmental Officer, at (704) 982-0101. Sincerely, , Benton G. Payne, P. E. Division Engineer BGP/LBT cc: Mr. John Dorney, NCDWQ Ms. Marella Buncick, USFWS Mr. David Cox, NCWRC Ms. Ranette Davis, County Maintenance Engineer Mr. Larry Thompson, Div. 10 DEO Area Field Operations Unit Office Use Only: 0 2 0 8 8 4 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 Check all of the approval(s) requested for this project: ® Section 404 Permit ? Section 10 Permit ® 401 Water Quality Certification ? Riparian or Watershed Buffer Rules 2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 14 & 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 Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (see section VIII - Mitigation), check here: ? IL Applicant Information 1. Owner/Applicant Information Name: N. C. Department of Transportation Mailing Address: 716 West Main Street Albemarle NC 28001 Telephone Number: (704) 982-0101 E-mail Address: 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: Benton G. Payne, P. E. Company Affiliation: Division Engineer Mailing Address: 716 W. Main Street Albemarle NC 28001 Telephone Number: (704) 982-0101 Fax Number: (704) 982-3146 E-mail Address: bpavne,s,dot.state. nc.us Fax Number: (704) 982-3146 Page 1 of 9 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted, on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. ..DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: SR 1102 (Ledbetter-Ford Road) 2. T.I.P. Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): N/A 4. Location County: Stanly County Nearest Town: Oakboro Subdivision name (include phase/lot number): N/A Directions to site (include road numbers, landmarks, etc.): From Oakboro. travel south on NC 205 right onto Howard Road right onto Ledbetter-Ford Road. 5. Site coordinates, if available (UTM or Lat/Long): See Attached (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: Rural/Agricultural 7. Property size (acres): N/A 8. Nearest body of water (stream/river/sound/ocean/lake): Rocky River 9. River Basin: Yadkin fHvdrologic Unit 03040105) (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/map-/.) Page 2 of 9 10. Describe the purpose of the proposed work: Grading, drainage,. base, paving and erosion control to bring existing _gravel road in compliance with standard safety design specifications. Work will require replacing or extending (see plan sheets) two existing culverts. There will be a portion of this road (approx. 1253 feet) constructed on new location. 11. List the type of equipment to be used to construct the project: Heavy construction equipment (backhoe track hoe excavator, boom truck dump trucks etc.). 12, Describe the land use in the vicinity of this project: Mixed Agricultural/Residential 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. 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: N/A 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 Page 3 of 9 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 Site Number indicate on ma Type of Impact* Area of Impact acres Located within 100-year Floodplain** es/no Distance to Nearest Stream ear feet Type of Wetland*** ' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, rill, 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 (EM, or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at http:/hvw%v. fema. gov. 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: N/A Total area of wetland impact proposed: N/A 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? (please specify) S I (1) 54" x 60' CMP 28' UT to Rocky River Approx. 6' Perennial S I Inlet Stabilization 5' UT to Rocky River Approx. 6' Perennial S I Outlet Stabilization 5' UT to Rocky River Approx. 6' Perennial S2 (1) 24" x 60' CMP 37' UT to Rocky River Approx. 1' Intermittent S2 Inlet Stabilization 5' UT to Rocky River Approx. 1' Intermittent S2 Outlet Stabilization 5' UT to Rocky River Approx. 1' Intermittent ' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated np-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss(gam), 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., www.topozone.com, www.MMuest.com, etc.). Page 4 of 9 Cumulative impacts (linear distance in feet) to all streams on site: 85 feet of permanent impacts 40 feet of temporary impacts 3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water of the U. S. Open Water Impact Site Number indicate on ma) Type of Impact* Area of Impact (acres) Name of Waterbody (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ean, etc.) • List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, 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, hnpact 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. One wetland area was identified adiacent to the existing roadway and would have been impacted as a result of the proposed road improvements. As a result the property owners (Brooks) a rg eed to donate right-of-way for a road realignment that would allow the Department to avoid potential wetland impacts and reduce the overall length of the project. All wetlands or surface waters not affected bathe project will be protected from unnecessary encroachment. No staging of construction equipment will be allowed in or near wetlands or waters of the United States. Page 5 of 9 Strict enforcement of sedimentation and erosion Best Management Practices for the protection of wetlands and surface waters will be enforced during all phases of 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. 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/strrnaide.html. 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. No mitigation is proposed for this project. Page 6 of 9 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 hn://h2o.enr.state.nc.us/wri)/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) Does the project involve an expenditure of public funds or the use of public (federal/state/local) land? Yes ® 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 ? 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 ® If you answered "yes", provide the following information: Page 7 of 9 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. -, . f 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. There will be approximately .58 acre of impervious area resulting from the proposed road realignment There will be no net increase in impervious area as a result of paving the portion of road that will not be realigned. Temporary dewatering and all appropriate Best Management Practices for sediment and erosion control will be implemented during pipe replacement/extension activities. 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. N/A Page 8 of 9 XIM Violations (DWQ Only) 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. 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). ,a- 1/ oz Applicant/Agent's Signature 1 Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 9 of 9 - ?? 1 1 ror. 4Y7 ? al 2 / 1.2 :•I - - - - 6 ,MTCH - -- 1472 ! \ 1 '1234 , ? 11028 \ 1236 L / 1431 73 -6 • ,9 1 Millinpporl / \. ? ~ 1234 ( / 1 / N j 1 \ 1231 \ / 1233 co • / 6 \-L 1230 / I?g' ?• \ /- •? / 9 J / r 1231 4? 1 \ / ? IANO Z I I 73 . / " 1232. 1228 \ ?. ! 1284 'm a i '. ? _ 1 \ ! ? 321 ? a\ l 1 i 1209, ?/ B 1229 3s34 .•, .• 208 "^ ,(i?.' •e r 'Y, elooml?pVOn \ I \ -? n Q i /. IZU606 ? / /_. 1134 ; I •.?. _\11 ?/ I ~ D V' 1227 N 5 / ?/! ?- 1228 / \ 2 / 11349 1227 1226 \ / \ ! 0 \. / //, \1 1725 ' - , / 1 g 7 0 3 ~ !, ? 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'nn^• ,? ,13z \ .? \. \ Y ? 1 1 . 19re / o C ` RORI/M.E37ERR ? , 1? .?. / •, / .. ? \ //' ? ) / 1970 1953 7 ? ? ? m 14x7 0\, / 8 ? vN I ) ! / ? .5 191 / 1145 1 0 / a - \ V S 1117 - / ? ?O I ? 9?P /? 6?` ? A 1953 / 2 4gp7 , i \ / 1001 .%' 1 ? i ?• •1107 / ?.4 L O l i?0 , `G 6 1917 1917 ? X1995 \- 'p 1 i _ 1953 C • 7 ? Agv4d4N 1 0 h h ;:l 129 9 9 (s P 1? f / 38 2 7 1 0 / 933 1.4 \ 1147 _ 1147 v / \ 4 1, V 1 1 J OAK BORO POI. I'M ^ 1 1. 1970 , 1961 Spd, , 1174' :11691 2 11 15 ,11 T I l lg _ 1935 ( 0 1 146 • 11241125 1115 ,1109 / ?- 1110 ^ 1103 9 n 1970 1 ( 1945 I 1 1161 •9 Q N 1109 9 '. J1.4 ' 118 1104 1973 i 1943 / O _ / ` O u s,\ IIIB 1156 i e • 3 t 1121 . 5 '1J ?1•. 11-20 •b 1 1 1 ] • V f:) / \ n - / 11 140 130 - 1 - 1• 1169 21 0 9 3 1124 11 19 1102 0 1103 ) / \ , ! \ /' ?• 1 / 1149 '-\ 1158 '8 ,' \-- 2? I1 1 \ / 1 \ 1942 1151 10011 > l0 1123 • 3 1100 .?p l1 .^• 963 \. 1980 1 1.7 ?' .a .9 Z .S ? 6 \??1 1101 1122 ? • j • \ 7140 1 1152 a 1171 .-. 1118 ? ? \ / 4 '\ / ,'• / 1 _ 1164 \ . 1944 ? '\ 1943 ??••?.\ .• /. ' \ j \ U N I O N C 0 U N T Y A N 5 Microsoft TerraServzr Dsplzjy_Iii1agz USGS Topo Map F1 44 km E of Charlotte, North Carolina, United States of Jui 1991 1 of2 5/30/2002 9:06 AM Q' '.5Km o' '.25Mi MSN Home HI EM Hon Advisor- find a job you love Over 1 million postings M USGS Digitized Topographic Maps uiexcs M+arwr?tgv natd Cor TV The image you are viewing is 600 pixels wide by 400 pixels high. Each pixel represents 4 by 4 meters of earth. extracted from a digitized USGS topographic map known as a Digital Raster Graphic (DRG) provided by the US information about this image, visit the USGS's Digital Backyard The map was produced in 1991 by the USGS National Mapping Division. The image you are viewing can be dow your PC. DRG's may be purchased from selected USGS dealers. Alternatively, DRG's may be obtained directly f The original map projection is UTM Zone 17 NAD 27, scale 1:24000 and covers 2.4384 meters per image pixel. Raster Graphic image below is projected in UTM Zone 17 NAD 83 datum. 44 km E of Charlotte, North Carolina, Uni ted States 80W 22'02" 557,600.0 BOW 21'31" 558,400.0 OW 20'59" 559,200.0 35N 11' 27" 3,894,400.0 10 AA ?r fr ?l 1\ ? ;?. r if + 35N it 01 ? 1 J1 „ ? < r •1I ' ` n ; 3,893,600.0 ; ?: i?? / + n .. Sc? i? ii J ?. ?f? . _ ? 111 1 1 _+ i r' 464 i ? , ?' II 1 r? L r r 1 of 2 6/4/2002 5:00 PM 35N 10'35" 22' 03" 21'31" 0 Back Home 20' 59" I Buy I Sell I Rent I Move I Finance Garden I Food I Decorate I Other Links: Special Features: ms Autos eShop: great stores, great deals Personal Finance Are your friends online? Return to HomeAdvisor Small Business The Web's best personal finance Chat site MSN Explorer Sign up for a FREE Hotmail account More... Get on your soap box More... 11 Microsoft Corporation. • rights reserved. • Use Advertise - Approved Privacy Statement 2 of 2 6/4/2002 5:00 PM North Carolina Department of Transportation Typical Plan and Elevation of Pipe Installation Permits halt Crown Crown of Roadway to Creek Bed a, x N •O C/1 i1' fV GcC U ? ? .n h a? w w ?- ? ? a o N 0 ?? C U ? 0 O o a, o Amount of Fill over ass I or Class II Rip Rap Slope tection Elevation 1 Line of Corragated Metal Pipe Arch, 53 x 44 With Class I,or II Rip Rap Slope Protection on Inlet and Outlet end I or Class II Rip Rap 0 Shoulder = 6' Roadway t Overall Length of Pipe = 60'0" Shoulder = 6' 3 o Class Class II Rip Rap Typical Plan View With Class I or II Rip Rap nn Tn1pt Sind OiApt Pnd Typical End Elevation m W m m m C x x x x x x .? W N ? W ? X x x x x„ W W N W W Y x x x x 1 28 N IS N P j It c.o m ? m ? 1 xx w x < w M o ? 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