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HomeMy WebLinkAbout20011063 Ver 1_Complete File_20010713O? vvr-,rr? ?OGv ?r 1 o ? micnaei r. tasiey, governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Gregory J. Thorpe, Ph.D. Acting Director Division of Water Quality August 7, 2001 Macon County DWQ Project # 011063 APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS Mr. Ralph Cannady, NCDOT County Maintenance Engineer Post Office Box 1551 Andrews, NC 28901 Dear Mr. Cannady: You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 84 linear feet of streams for the purpose of constructing improvements at SR 1528 as described in your application dated June 26, 2001. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3289. This certification allows you to use Nationwide Permit Number 14 when the Corps of Engineers issues it. In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Water shed regulations. This approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General 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 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, 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. Applicant shall use High Quality BMPs for sedimentation and erosion control. 2. Upon completion of the project, the applicant shall complete and return the enclosed "Certification of Completion Form" to notify DWQ that all the 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 Division of Water Quality. 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, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-9646 or Mike Parker at our Asheville Regional Office at 828-251-6208. J. Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Ph: (919) 733-7015 Fax: (919) 733-6893 Maw, OM Customer Service 1 800 623-7748 Attachment cc: Corps of Engineers Asheville Field Office Asheville DWQ Regional Office File copy Central Files Todd St John MEMORANDUM TO: John Dorney Regional Contact: Barnett, Kevin Non-Discharge Branch WO Supervisor: Forrest Westall Date: SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS Facility Name NCDOT - SR 1528 County Macon Project Number 01 ' 1063 County2 Recvd From DOT Region Asheville Received Date 7/13/01 Recvd By Region Project Type road widening Certificates Stream Stream Impacts (ft.) Permit Wetland Wetland Wetland Stream Class Acres Feet Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME 14 Stream FDY O N 2-21-23 ??TR 40,401. I 84.00 F F- Mitigation Wetland MitigationType Type Acres Feet Is Wetland Rating Sheet Attached? Q Y 0 N Did you request more info? Q Y 0 N Have Project Changes/Conditions Been Discussed With Applicant? Q Y 0 N Is Mitigation required? Q Y QQ N Recommendation: Q Issue 0 Issue/COnd O Deny Provided by Region: Latitude (ddmmss) 351108 Longitude (ddmmss) 831433 Comments: Project does not nose immediate threat to water quali . Issue as requested. cc: Regional Office Central Office Page Number 1 yao„ ti STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY GovERNOR SR 1528 Macon County Mr. Steve Lund US Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, NC 28801-2714 Dear Mr. Lund: June 26, 2001 LYNDo TIPPETT SECRETARY 1,463 x r3 3 The North Carolina Department of Transportation (NCDOT) is proposing to grade, drain, base and pave SR 1528, Little Ellijay Road primarily along the existing roadway. In order to construct this project in accordance with our current sec v due to the proximity of a trout stream (Ellijay Creek and tributarie Class C - Trout Wr) extension of pipe culverts, we are requesting authorization under Sec i Water Act (Nationwide permit 14). I am sending a straight-line diagram with the proposed erosion control, stream, stream bank, and construction limits and various sites along the project where we will be in conflict with the stream. In addition, I am sending a typical section of the road, cross sections, drawings for pipe culvert replacements, general notes and standards on some erosion control measures, and a marked map. We propose to install all the new culverts slightly below the existing streambed elevations where bedrock is not encountered to minimize impacts to wildlife habitats and allow the existing stream gradients to remain as unchanged as is physically possible. No threatened or endangered species are known to be present in or near the project area; therefore, no significant impacts are anticipated from project construction. The best management practices will be used to minimize and control sedimentation and erosion on this project. The construction foreman will review all erosion control measures daily to ensure sedimentation and erosion are being effectively controlled. If the planned devices are not functioning as intended, they will immediately be replaced with better devices. The rocksilt screens and other erosion control devices will be in place prior to pipe culvert construction and will remain in place until the project is stabilized. Andrews District Office P. O. Box 1551, Andrews, N. C. 28901 -JD 3? ED _E: czz r_" C7?' -?-i Phone: (828) 321-4105 Fax: (828) 321-3228 Mr. Steve Lund Page 2 May 27, 2001 By copy of this letter, I am asking Owen Anderson, North Carolina Wildlife Resources Commission (NCWRC) Western Mountain Region Coordinator, to comment directly to you concerning the 404 Nationwide Permit request. Also, by copy of this letter, I am requesting authorization to proceed under Section 401 of the Clean Water Act from the Division of Environmental Management. (A check payable to NC Division of Water Quality in the amount of $200.00 is attached to this application with the new fee schedule). We would like to begin construction as soon as possible. If further information is required, please call me at (828) 321-4105. Your early review and consideration will be greatly appreciated. Sincerely, tZ C I dy, P. E. County Maintenance Engineer RC/rr Attachments cc: Mr. Richard Phillips, P.E., Regional Engineer DEHNR Mr. R. G. Watson, P.E., Division Engineer Mr. John Dorney, DWQ, DENR (with attachment) Mr. Owen Anderson, Western Mountain Region Coordinator, NCWRC Mr. B. C. Burch, P. E., District Engineer Mr. W. H. Lynch, Transportation Supervisor III Mr. Mark Davis, Division Environmental Officer ?l m4 V - F I I Ir GLENVILLE QUADRANGLE SR 1528, LITTLE ELLIJAY ROAD MACON COUNTY Site #1, station 7+00, replace existing 26 ft. - 18 inch CMP with 50 ft. - 24 inch CMP Site #2, station 20+20, replace existing 30 ft. - 24 inch RCP with 50 ft. - 36 inch CMP Site #3, station 36+81, replace existing 30 ft. - 18 inch RCP with 70 ft. - 24 inch CMP SITS 1 - T SILT FENCE ROCK BERM - ROCK INLET PROTECTION 2' BRANCH ® HECK DAMS SPACED AS REQUIRED 2% GRADE STA. 7+00 OLD & NEW CL ; mac. 1 NORTH ® CHECK DAMS SPACED AS REQUIRED ?,. - j i SILT BASIN TYPE B ?I 121x91x2' i ?. ROCK SILT SCREEN \ B •41CN SILT FENCE \ ROCK BERM 2% GRADE . I I 1 1 I I I I I I ? I I I I I l l ? 1 1 1 ' I' I ! I ? ? I I 11 ? I I I I I I I I 1 ' I I I I ? l i l l 1 1 1 1 1 1• t l! I?; 1' I l 1 1 1 1 I! I t! I I' I ' I I I ' 1 1 1 I I I ' ? ? I I l i l l l l 1 1 1 1 I I 1 1 1 1 1 1 1 I 1 1 I I I I I! I 1 1 ?? I I I i l l i l l I I I I °? 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I I 1 1 1 I I i I - t i l l( l l i ' l l I _A40 0 OFVq AF?4 Pre-Construction Notification (PCN) Application Form i 0 For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401 General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE) Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's (DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401 Water Quality Certification. The USACE Individual Permit application form is available online at http://www.saw.usace.army.miUwetlands/Perm app htm. The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide, Regional or General permits, and to determine which permit applies to your project, please go to the USACE website at http://www.saw.usace.army.mil/wetlands/regiour.htm, or contact one of the field offices listed at the end of this application. The website also lists the responsible project manager for each county in North Carolina and provides additional information regarding the identification and regulation of wetlands and waters of the U. S. The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant which 401 Certification will apply until the 404 Permit type has been determined by the USACE. Applicants are encouraged to - visit DWQ's 401/Wetlands Unit website at http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The applicant is also advised to read the full text of the General Certification (GC) matching the specific 404 Permit requested. In some cases, written approval for some General Certifications is not required, provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should contact DWQ's Central Office in Raleigh at (919) 733-1786. Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC regional coordinator (listed by county on the last page of this application). Page 1 of 12 CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on the last page of this application) the applicant should also contact the North Carolina Division of Coastal Management (DCM) at (919) 733-2293. DCM will determine whether or not the project involves a designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate the 404/401 Permits. USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms, photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this application). Upon receipt of an application, the USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This PCNforrn is designed for the convenience of the applicant to address information needs for all USACE Nationwide, Regional or General permits, as well as information required for State authorizations, certifications, and coordination. Fully providing the information requested on this form will result in a complete application for any of the USACE Nationwide, Regional or General permits. To review the minimum amount of information that must be provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893 (March 9, 2000), available at http://www.saw.usace.army.mil/wetiands/anfinalFedReiz.adf. Processing times vary by permit and begin once the application has been determined to be complete. Please contact the appropriate regulatory field office for specific answers. to permit processing periods. 401 Water Quality Certification or Buffer Rules All information is required unless otherwise stated as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center, Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401 Certification, then a non-refundable application fee is required. In brief, if project impacts include less than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is required. A check made out to the North Carolina Division of Water Quality, with the specific name of the project or applicant identified, should be stapled to the front of the application package. For more information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be attached with the application unless the applicant is a federal agency in which case the check may be issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules, the application fee does not apply, and the applicant should clearly state (in a cover letter) that only Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional requested information, or denial. Page 2 of 12 Office Use Only: 0 1 1063 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: ® Section 404 Permit -- ? Section 10 Permit ® 401 Water Quality Certification ? Riparian or Watershed Buffer Rules 2. Nationwide, Regional or General Permit Number(s) Requested: 14 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? N/A 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (see section VIII - Mitigation), check here: ? N/A II. Applicant Information Owner/Applicant Information Name: North Carolina Department of Transportation (NCDOT) Mailing Address: PO Box 1551 Andrews. NC 28901 Telephone Number: 828.321.4105 Fax Number: 828.321.3228 E-mail Address: rcannady_@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: J. Ralph Cannady Jr., PE Company Affiliation: County Maintenance Engineer Mailing Address: (same as above) Telephone Number: Fax Number: E-mail Address: Page 3 of 12 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: --Little Ellijay Road. SR 1528 2. T.I.P. Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): N/A 4. Location County: Macon Nearest Town: Franklin Subdivision name (include phase/lot number): N/A Directions to site (include road numbers, landmarks, etc.): US 64, to Ellijay Road SR 1001, to Little Ellijay Road SR 1528 5. Site coordinates, if available (UTM or Lat/Long): N/A (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: forest, pasture, light residential 7. Property size (acres): N/A 8. Nearest body of water (stream/river/sound/ocean/lake):Ellijay Creek - Class C. Trout 9. River Basin: Little Tennessee (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/mUs/.) Page 4 of 12 10. Describe the purpose of the proposed work: Construct road to current NCDOT secondary road construction standards 11. List the type of equipment to be used to construct the project: trackhoe, backhoe, dozer, loader, grader, dump trucks 12. Describe the land use in the vicinity of this project: forest, pasture, residential IV. Prior Project History j 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 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. Page 5 of 12 1. Wetland Impacts No 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 linear feet) Type of Wetland*** 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 (FIItM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at htti)://www.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: Total area of wetland impact proposed: 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) Site #1 7+00 culvert 24 ft. ext. UT to Ellijay Creek - 2.0 ft. P Site #2 20+20 culvert 20 ft. ext. UT to Ellijay Creek 3.0 ft. P Site #3 36+81 culvert 40 ft. ext. UT to Ellijay Creek 1.0 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 intemet sites also allow direct download and printing of USGS maps (e.g., www.tonozone.com, www.mMuest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 84 linear feet Page 6 of 12 3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water of the U. S. No open water impacts Open Water Impact Site Number indicate on ma Type of hnpact* Area of Impact acres (if Name applicable) ) Wat Type of Waterbody (lake, pond, estuary, sound, bay, ocean, 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 N/A 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 minimised once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. Erosion control and BMP's will be used during construction to avoid environmental impacts Page 7 of 12 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/strmgide. 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 Page 8 of 12 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 hqp:/lh2o.enr.state.nc.us/w Andex.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: N/A Amount of stream mitigation requested (linear feet): j 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 9 of 12 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* s Impact feet) Multiplier Required Mitigation 1 3 2 1.5 Total * Zone 1 extends out 30 feet perpendicular tcom near banK of channel; Lone z 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. 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. XH. 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. X1H. 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 ? Page 10 of 12 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). /AG /ol 0A gent's Signer Date signature is v to y if an authorization letter from the applicant is provided.) US Army Corps Of Engineers Field Offices and County Coverage Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell US Army Corps of Engineers Avery Clay Jackson Polk 151 Patton Avenue Buncombe Cleveland Lincoln Rowan Room 208 Burke Gaston Macon Rutherford Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley Telephone: (828) 271-4854 Caldwell Haywood McDowell Swain Fax: (828) 2714858 Catawba Henderson Mecklenburg Transylvania Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes 6508 Falls of the Neuse Road Ashe Franklin Nash Surry Suite 120 Caswell Forsyth Northampton Vance Raleigh, NC 27615 Chatham Granville Orange Wake Telephone: (919) 876-8441 Davidson Guilford Person Warren Fax: (919) 876-5283 Davie Halifax Randolph Wilkes Washington Regulatory Field Office Beaufort Currituck Jones US Army Corps Of Engineers Bertie Dare Lenoir Post Office Box 1000 Camden Gates Martin Washington, NC 27889-1000 Carteret* Green Pamlico Telephone: (252) 975-1616 Chowan Hertford Pasquotank Fax: (252) 975-1399 Craven Hyde Perquimans Wilmington Regulatory Field Office Anson Duplin Onslow US Army Corps Of Engineers Bladen Harnett Pender Post Office Box 1890 Brunswick Hoke Richmond Wilmington, NC 28402-1890 Carteret Montgomery Robeson Telephone: (910) 2514511 Columbus Moore Sampson Fax: (910) 2514025 Cumberland New Hanover Scotland Pitt Tyrrell Washington Wayne Union Watauga Yancey Wilson Yadkin *Croatan National Forest Only Page 11 of 12 US Fis US Fish and Wildlife Service Raleigh Field Office Post Office Box 33726 Raleigh, NC 27636-3726 Telephone: (919) 856-4520 h and Wildlife Service / National N US Fish and Wildlife Service Asheville Field Office 160 Zillicoa Street Asheville, NC 28801 Telephone: (828) 665-1195 :arine Fisheries Service National Marine Fisheries Service Habitat Conservation Division Pivers Island Beaufort, NC 28516 Telephoner (252) 728-5090 North Carolina State Agencies Division of Water Quality 401 Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Telephone: (919) 733-1786 Fax: (919) 733-9959 Division of Water Quality Wetlands Restoration Program 1619 Mail Service Center Raleigh, NC 27699-1619 Telephone: (919) 733-5208 Fax: (919) 733-5321 CAMA and NC Coastal Counties Staff Historic Preservation Office Department Of Cultural Resources 4617 Mail Service Center Raleigh, NC 276994617 Telephone: (919) 7334763 Fax: (919) 715-2671 Division of Coastal Management Beaufort Chowan Hertford Pasquotank 1638 Mail Service Center Bertie Craven Hyde Pender Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans Telephone: (919) 733-2293 Camden Dare Onslow Tyrrell Fax: (919) 733-1495 Carteret Gates Pamlico Washington NCWRC and NC Trout Counties Western Piedmont Region Coordinator Alleghany Caldwell Watauga 3855 Idlewild Road Ashe Mitchell Wilkes Kernersville, NC 27284-9180 Avery Stokes Telephone: (336) 769-9453 Burke Surry Mountain Region Coordinator Buncombe Henderson Polk 20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford Waynesville, NC 28786 Clay Macon Swain Telephone: (828) 452-2546 Graham Madison Transylvania Fax: (828) 506-1754 Haywood McDowell Yancey Page 12 of 12 tib•ny a ueoj - t j . t> - s _ 3!tV i J?Q 9? t 59 J«.i!IQn ?7-l .. t Falk (` J O St4, O ADO ?Xt? (pQ 121w 1 , J ROCKY FACE O KNOB / 1.2 W 1 00 S.M1Vr.- k ?. ?• t ?`"}z LYLE KNOB \ 73.13' sK 7 1.3 R?vEx I t1? 6 ' 6 1 -t 4:' :MOSS KNO& A a 1Valau 'i 1334 Creck Lail . Walelpc ?-.r'. `° ,?t.FACLE JAL I vtaa`' Al o 6, 28 LS-2 Eta h S96" 3.6 WOLF _6 K1106 1306 ONION Z14 Polar MTK MTN O ::: : ;4. fi V 06aY 1.0 Bed ) y, 2n C 1001 y . ° Prang G `? s ts)o Las 117,1- SNOWeMD MTK Nivi a6 aja >1 F 35•10• CARTOOG: 1. 11:1 iH•plaAMpn.ew " YiQ • (*140() E?nd GO' QIV 8,, eu OIEE 5 C. p fo t31] HOGBACK MTFL 9 + ?• {•. u MEV, a,950 J. lJ31 1 ?' •\:; 6 « 3? JVG 5 d''' R / W End 2.6 C' l e i H ' r ?BF1. 3,1 AS CK`k 6 liuo.i / Phnls1. Irv ' ?L_ Is CULLLSAIA .? FALLS Ck 1 rr 1117 11). 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I.•1 ,? l? 41 L •).t.• .TN. _ C?eF•f 1 1 'J w.D _ _- _ _ ? ? - ? _ C-1. NaL e r 10 1 d '42. 1101 "?'. 3 :.. .??:??•,^ ?1 T 1 .2 106 COUNTY: EROISON CONTROL PLAN MACON ROAD NAME: LITTLE ELLIJAY ROAD ROAD NO. SR-1528 WORK ORDER NO. 6.972122 FROM: STA. 0+00 BEG. OF PROJECT. CENTER-LINE SR-1528,'A J TO' STA. 60+00 END OF PROJECT. CENTER-LINE SR-1528-B ADDITION. YES NO X IMPROVEMENT.- YES g NO TO BE PAVED: YES x FNO GUY WIRES POWER POLES TO MOVE: [YES __JNO x CABLE BOXES GUY WIRES TELEPHONE POLES TO MOVE: YES NO x RIGHT OF WAY WIDTH: 60 SCALE: i " = 50' DATE: JUNE 19, 2001 I i I I 1 112: 1 slope I or flatter r ? I i i I I C L i i I I 9, 9, I 6' SHLD. i 1:1 slope orflatter SHLD. j 3' i DITCH • D uu 0 D uu Sta 5+00 ? I, 6:0 . end Temporary R?l?l silt fence and 4+50 4+50 rock berm I I I I +00 I I 1 T 1 +00 1 I I - - 1 I . +50 . _L I I , 1 +50 J 1 1 I I I 3+00 I 1 1 1 3+00 1 1 2+50 1 1 1 2+50 60 o RAN 2+00 2+00 Sta. I+00 Begin Sta. 1+25 begin Temporary Silt Fence 0 Check Dams & Rock Berm 1 spaced as needed 1+50 1 T 1 1 1 I 1+5 ilt basin type B 1+00 1 1 1 1 1 +00 tao 0+50 to I+00 12x3x2 Silt Fence and I I Rock Berm 0+50 ; 1 ? PL 1 , 60 USES RW I USFS 0+00 1 0+00 I v i - 60 RW o J_ 1 o -? 1 I 1 I I Sta.8+30 Begin Check Dams 1 Spaced As Needed i . _ ; 1 I I I 1 I I 1 I 1 1 1 .-. 1 Sta. 7+10 to 8+25 1 6`? Tem or r Silt F p y a ence & Rock Berm RV,,l Ag" D 1 1 1 1 1 I - ...- _ 1 1 1 1 1 1 1 Sta.5+50 to 6+75 I ' Check Dams 1 L'- Spaced As Needed 1 1 I 1 ilt Basin 5+50 1 1 1 ; ,0 1 1 v Type B 12x3x2 R.W 1 I i 5taa (+80 begin heck Dams Spaced As Needed Sta.7+60 End Temporary Silt Fence & Rock Berm 18" CMP See Site Sta.6+10 Begin Temporary Silt Fence & Rock Berm Sta.5+00 to 6+00 Check Dams Spaced As Needed JTUU Sta. 12+50 Begin Temporary silt fence and rock berm Sta. 12+25 end check dams 4+50 14+00 13+50 3+00 12+50 2+00 11+50 11+00 0+50 0+00 1 60 p UU { ? f I 'yr I -- I I 0 14+50 I I I I I p -- I 14+00 I _I 1 1. I p J 1 --?- 1 13+50 I 1 ° 13+00 p i ° 12+50 r-. I UO R `,N o ---- 12+00 ° I p T 11+50 ° p 1 1 1 I 1 1 1 1 ° p 1 I 1 11+00 1 I 1 1 1 ° ° I 1 1 I I 10+50 I ° I p 1 60' R UU 1 ° 110+00 - ?UTUU Sta. 19+75 end check dams Sta. 17+00 begin check dams spaced as needed Silt Basin Type B 12x3x2 Sta. 16+50 end Silt Fence and rock berm I RVv I 19+50 -r- 1 O 1 1 1 1 1 +00 9 T 1 i 1 8+50 i 1 1 1 1 -- - ? - I I 1 I 1 1 18+00 0 I 1 1 I I I I 7+5 1 ; 1 0 0 b'R' R VV 17+0 0 --? 1 ; 1 1 I ; I ; 16+50 I T 1 1 I I 1 1 1 1 1 1 ; ; 16+00 -- 1 1 1 I 5+50 I I I ; 5+00 6;0' . R'W 1 to ? U ? U R Sta. 19+80 begin temporary silt fence and 19+50 rock berm 19+00 18+50 8+00 7+50 Sta. 19+75 end temporary silt ditch J J 17+00 Sta. 16+55 begin Temporary silt ditch 16+50 Sta. 15+55 to 16+50 Begin 16+00 temporary silt fence and rock berm 5+50 Sta. 15+50 end check 5+00 Sta. 24+90 6?? C begin check RW dams spaced as needed 24+? 18 " pipe Silt Basin t y,p e B c 12x3x2 0 24+ O Sta. 24+25 end check 23+50 0 dams c 23+00 i --? ? 22+50 GO R :W C 22,00 0 Sta. 25+60 begin check 21,50 . 7 dams space as needed 21+00 O Silt Basin ; Type B ; 12x3x2 20+50 T , 6 0' 24 ! concrete see site 2 2 uI 00 1 J Uu 24+50 24+00 23+50 23+00 22-50 22-00 21+50 Sta. 20+40 21+00 begin temporary silt ditch 20+50 Sta. 20+10 Ol end temporary silt fence & rock bern 20?0o T 'U U Silt Basin Type B 12x3x2 Stao29+50 End check dams 29+50 29+00 0 Jv-I vu taa29+90 begin temporar 29+50 29+00 J J 28+501 0 28+001 17 27-50 O r? rx I?YV 27+00 26+50 0 26,00 7 25+50 7 R:w / OQ o 28+50 28+00 / h 1 2-7 ro 27+00 Sta. 29+50 end temporary silt ditch Sta. 26+75 begin Temporary silt ditch Sta. 26+70 end Temporary silt fence and 26+5C' rock berm 5tao 2b+8(J Begin Temporary silt fence and 26+00 rock berm Sta. 25+75 end Temporary 25+50 Silt ditch zt+00 Sta. 34+50 6;0 in h b k d c eg ec ams d d d FV space as nee e i 34+50 34+50 Silt Basin Type B 12x3x2 34+00 34+0 C 33+50 Q 33+50 33+00 0 33+OC 32-50 ' 32-50 6:6 ' 1 R: V\i nn r2 V?v -Ioo 31+50 V ; 31+50 31+00 v -I+00 30+50 0 30+50 Sta. 30+00 6 b i h k eg n c ec dams R VV spaced as needed ; Sta. 34+20 begin Temporary Silt Ditch Sta. 34+00 end Temporary Silt Ditch 30+00 ' 30+00 i U ' ?JU `-fU ' uu R'W 39+50 T 39+50 0 39+00 T 39+00 -1- y 1 J 38+50 38+50 Sta. 37+48 38+00 0 38+00 Begin check dams spaced as needed 37+50 ( 37+50 Silt Basin ; type B RiW 8x3x2 37+00 37+00 See Site 3 i Silt Basin ; type B 36+50 T 36+50 8x3x2 Sta. 36+25 begin and end 36+00 36+00 check dams s-paced as needed 35+50 35+50 610/ S 35+75 ta. end check dams R;UV 35+00' ° J5+00 ?. ?• 17 _ ! 1 i ? 0 j j I 0 0 I i 7 i ! ( - i i j i I j ! 1 Stao 45+00 ! begin check -?0 17 ! ?; dams spaced j as needed ! ?)?)+UU 0 ,--.;r-A RIW I I 54+50 0 1 I I i 1 i 1 1 1 1 54+00 0 1 I I I I 53+50 0- Sta. 52+75 begin check dams spaced as needed 0 53+00 52+50 Silt Basin Type B 8x3x2 Sta. 51+75 end check 52+0 dams 51+50 Sta. 51+25 begin check dams spaced as needed 51+00 Sta. 50+75 end check dams 50+50 1 I 1 I I T I I 1 1 I T 1 1 I 1 1 1 1 1 I 1 1 1 1 1 I I 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 60' 1 50+00 tt+UU 54+50 54+00 53+50 53+00 52+50 52+00 51+50 51+00 50+50 50+00 0U UU 0 1 Ov-rUU R ! Sta. 58+95 59+50 T Begin temporary 59+50 silt ditch 59+00 ---- 1 59+00 Sta 58+70 . end temporary 58+50 58+50 silt fence and I rock berm 58+00 ?-- 1 58+00 I 57-50 r +50 J I t? r I 7 I I 1 1 1 1 I I I 56+50. 1 1 1 I 56+50 Sta. 55+55 56+00 T 56+00 Begin Temporary silt fence and 1 rock berm 1 I 55+50 -- 55+50 1 Sta 55+50 . end Temporary silt ditch 55+00 0 55+00 I bt+00 I 6:0' RW I 64+50 -T-- I 1 I 1 64+50 64+00 I I I 1 64+00 I 63+50 I 1 I 1 1 63+50 3+D0 I I I I 1 3+00 62+50 1 I 62+50 1 60 R W Sta. 61+00 62+00 62+00 end exslsting 60" RW Sta. 49+65 continue project 61+50 --- 61+50 and begin 50' RW 1 L I 1 I I 1 1 1 1 60+50 1 ° 60+50 61:0 R:; Ur 1 6 -0+00 6 0+00 P L I- tU+UO 50+00 L P L RVW 49+50 49+50 Std. 49+65 Std 49+65 continue check dams on 50' RW 0 . continue temporary silt ditch on 50 RW 1 49+00 I 49+00 - - I I 48+50 • I -r- I I 48+50 I I O 48+00 -?--- 48+00 I 47+50 ` 47+50 50' R ; 47+00 3 ( n 47+00 O ; 46+50 - 46+50 46+00 1 1 1 I 46+00 O ' 45+50 45+50 511011 RW 45+00 ° 45+00 Existing 18" pipe to be replaced w.ith 18" C. M. P. Sta. 42+85 43+00 0 43+00 42+50 0 42+50 50' RW 42+00 0 42+00 41+50 p 41+50 41+00 p ' 41+00 40+50 0 140+50 50 RW 17 1 50? P? EoOoPo P EoO PL RAW o o 39+50 39+50 Sta. 39+65 E.O.P. Stan 39+65 E.O.P. end check damsa end temporary I silt ditch 39+00 I ; I ; I 39+00 8+50 _ . 1 I I I T ; ; 8+50 J 38+00 ; -O- ; I 38+00 37+50 --- 37+50 50 RIW 1 37+00 I 37+00 36+50 1 36+50 36+00 I I 1 1 36+00 35+50 1 I 35+50 - 50 ' RW 35+00 35 +00 ecs sue. EROSION CONTROL DETAILS & SPECIFICATIONS STD. NO. DESCRIPTION: SYMBOL: PG. NO. 245.03 TEMP. SILT DITCH TSD J 245.05 TEMPORARY r _ - DIVERSION TD - - - - - - - - - - - - - - - - - - - - - 893.01 TEMP.SILT FENCE VI-6 - - - - - - - _ i 590.05 TEMP. SLOPE DRAIN V1_$ WITH EARTH BERM 245.02 - - - - - - - - - - - - - - - - - - _. SILT BASIN - - - - - -TYPE-B - - - - - - - - - - - - - - - - - - - I 895.10 TEW. ROCK SILT CHECK VI-16 TYPE-B 892.02 TEMPORARY------------?----- x_20 ROCK SEDIMENT DAM :Dl TYPE-B ---------------------------- 897.01 ROCK PIPE INLET VI-22 PROTECTION - 894.01 -------------------- V1-24 ROCK SILT SCREEN - - - - - - - - - - - - - - - - - - - - - - - - - - -- DE'SCR.IPTION SYMBOL EXISTING FENCE: -?- --------------- - + OR -------- --------- PROPOSED ROAD: _ --------------- ------------------ EXISTING ROAD: - ----- --- ----------- --------- , ------------------- RAILROAD : -- ------------------- CONTROL OF ACCESS LINE --------- -------------- - _ J SLOPE STAKE LINE: -? _ - - ` --- - ?' -- --------------- ------------ BRIDGE: --------------- --------------- CONCRETE CULVERT: -? --------------- ------------------ CyIP PIPE CULVERT -?- - - - - - - - --------------- ------- ------- O O -- oR WOODS: TELEPHONE OR TELEGRAPH POLE: -EXISTING_ ---o-- - PROPOSED: -0- _ TOWER POLE LINE: -'- -" • - -' -- - ----------------- POLE: POWER -------------------- --1 - _ _ - - EXISTING: a PROPOSED: d EASEMENT LINE: ------------ __I'---"-- GUARD RAIL: --------- ------------------ SANITARY SEWER LINE: ?- ------ '-?__S_s:_ - --- S-S--------- WATERLINE: ---_- 1- - I ?_------- GAS LINE: -3 ------- D------- ------------------- BRUSH BARRIER ___ .___ _ ______________ EXISTING CHANNEL: --_-_-- -- -------_-_-- PROPOSED CHANNEL CHANGE: FIBER GLASS ROVING: ?' -------------- R _------------- ------------------ IF INCORRECT RETURN TO NC DEPARTMENT OF TRANSPORTATION _. IIRzISION--I4-OFFICE----.-- 8285862141 WARRANT NO. 11451 INVOICE NUMBER INVOICE DATE 0703113328 07/03/2001 INVOICE AMOUNT $200.00 DATE ,. 07/03/2001 NET AMOUNT 200.00