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HomeMy WebLinkAbout20020340 Ver 1_Complete File_20020307State of North Carolina Department of Environment, and Natural Resources Asheville Regional Office Michael F. Easley, Governor William G. Ross, Jr., Secretary Gregory I Thorpe, Ph.D., Acting Director Division of Water Quality WATER QUALITY SECTION i4 March 28, 2002 020.5-c0 NCDENFZ' NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES Mr. E. A. Green, District Engineer N.C. Department of Transportation 4142 Haywood Road Horse Shoe, North Carolina 28742 Subject: Additional Information Request NCSR 1372 DWQ P WQ02- 40 ansylvania Count Mr. Green: I have reviewed the 401 Certification Application submitted for the road widening and paving project for NCSR 1372 in Transylvania ; County. Based on my review it has been determined that insufficient information has been provided in order for the Division to complete the review for this project. I have been on site and cannot make a „de ermination.to _all..-i tpact ,,kzetw en_ Stations. 1+60 and . 6+00 - - W -will - need to have a meeting on site to review this project. Therefore, by copy of this letter I am requesting that the Corps of Engineers place this project on hold. Also, this project will be placed on hold for our processing due to incomplete information (151 NCAC 2H .0507(h)}. Thank you for your attention to this matter. If you have questions, please call me at 828-251-6208. Sincerely, Michael R. Parker Environmental Specialist xc: Mark Davis, DOT. Corps of Engineers-Asheville Cynthia Van der Wiele State of North Carolina Department of Environment and Natural Resources Asheville Regional Office Michael F. Easley, Governor William G. Ross, Jr., Secretary Gregory J. Thorpe, Ph.D., Acting Director Division of Water Quality WATER QUALITY SECTION March 28, 2002 Mr. E. A. Green, District Engineer N.C. Department of Transportation 4142 Haywood Road Horse Shoe, North Carolina 28742 NCE)ENFZ NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES Subject: Additional Information Request NCSR 1372 DWQ Project No. WQ02-0340 Transylvania County Mr. Green: I have reviewed the 401 Certification Application submitted for the road widening and paving project for NCSR 1372 in Transylvania County. Based on my review it has been determined that insufficient information has been provided in order for the Division to complete the review for this project. I have been on site and cannot make a determination to all impacts between Stations 1+60 and 6+00. We will need to have a meeting on site to review this project. Therefore, by copy of this letter I am requesting that the Corps of Engineers place this project on hold. Also, this project will be placed on hold for our processing due to incomplete information (15A NCAC 2H .0507(h)). Thank you for your attention to this matter. If you have questions, please call me at 828-251-6208. Sincerely, Michael R. Parker Environmental Specialist xc: Mark Davis, DOT Corps of Engineers-Asheville Cynthia Van der Wiele MEMORANDUM flo TO: John Dorney 1 OdL gional Contact: Non-Discharge Branch FILE V rwQ Supervisor: Date: SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS Facility Name NCDOT - SR 1372 Project Number 02 0340 Recvd From DOT Received Date 3/7/02 Recvd By Region Project Type road widening Certificates Permit Wetland Wetland Wetland Stream Type Type Impact Score Index County Transylvania County2 Region Asheville Stream Class Acres Feet Prim. Supp. Basin Req. Req. Stream Impacts (ft,) 14 F -77 @N I 6-2-3 r C TR 17 F F- 70.00 Q Y ON F- I-?- ?- Mitigation Wetland MitigationType Type Acres Feet' Is Wetland Rating Sheet Attached? Q Y (0 N Did you request more info? Q Y O N Have Project Changes/Conditions Been Discussed With Applicant? O Y O N Is Mitigation required? p Y Q N Recommendation: Q Issue O Issue/COnd 0 Deny Provided by Region: Latitude (ddmmss) 351022 Longitude (ddmmss) 825641 Comments: Project is being placed on hold until all impacts can be determined. Meeting to be held on site, cc: Regional Office Central Office Page Number 1 O?O? W AT ?RQG Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality July 9, 2002 Transylvania County DWQ Project No. 020340 SR 1372 (Faraway Hills Road) APPROVAL of 401 Water Quality Certification with Additional Conditions: MODIFICATION Mr. E.A. Green, P.E., District Engineer NCDOT Division 14, District 1 4142 Haywood Road Horseshoe, NC 28742 Dear Mr. Green: You have our approval, in accordance with the attached conditions and those listed below, to impact 90 linear feet of an unnamed tributaries to Fork Creek in order to upgrade SR 1372 (Faraway Hills Road) in Transylvania County. The project should be constructed in accordance with your original application dated March 5, 2002 and addendum dated June 13, 2002. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification No. 3375 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 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. NCDOT shall implement Best Management Practices for the Protection of Surface Waters (NCDOT March 1997) and Sedimentation and Erosion Control Guidelines for Sensitive Watersheds (15A NCAC 4B .0024) prior to any ground-disturbing activities to minimize impacts to downstream aquatic resources. 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. 2. In-stream work and land disturbance within the 25-foot wide buffer zone are prohibited during the trout spawning season of October 15 through April 15, or other conditions as determined by the North Carolina Wildlife Resources Commission, to protect the egg and fry stages of trout from sedimentation during construction. 3. Storm water shall be directed to buffer areas or retention basins and not routed directly to streams where practicable. 4. All culverts required for this project shall be installed in such a manner that the original stream profiles are 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 culvert extensions. RUM 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/ 5. All work shall be performed during low flow conditions. 6. 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. 7. The presence of equipment in the channels must be minimized. Under no circumstances shall 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. 8. Riparian vegetation must be reestablished within the construction limits of the project by the end of the growing season following completion of construction. 9. 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. 10. Existing vegetated buffers shall not be mowed in order to utilize it for storm water sheet flow. 11. 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 919-733-9646 or Mr. Mike Parker of the Asheville Regional Office at 828.251.6208. Attachment n . Klime , P.E. Pc: Wilmington District Corps of Engineers John Hendrix, USACE Asheville Field Office Mike Parker, NCDWQ Asheville Regional Office Central Files File Copy ?,yy rsovao STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Michael F. Easley GOVERNOR Mr. John Hendricks U. S. Army Corps of Engineers 151 Patton Avenue Room 143 Asheville, NC 28801 June 13, 2002 FILE COPY Lyndo Tippett Secretary 9 W z t` ,fitI8W SUBJECT: SR 1372, Faraway Hills Road Transylvania County 3 t ? - 0 Addendum Dear Mr. Hendricks, Upon recent review of this project it was determined that a pipe carrying a live stream was overlooked in the initial survey. Therefore, we are asking that this pipe be included under the previously processed permit application. This pipe is located at Station 4+60 (Site #4). Attached are revised erosion control plans, a revised application form for a Nationwide Permit, and a county map section locating SR 1372, Faraway Hills Road, in Transylvania County. SR 1372 is a gravel road that we propose to clear, grub, grade, replace/extend pipes, and pave for a distance of 0.49 miles. Grading will be, moderate to heavy. Your earliest consideration for this request would be appreciated. If any further information is needed, please contact me or Mr. S. L. Cannon, Assistant District Engineer, at (828) 891-7911. Sincerel ours, E. Gree , . . District Engineer EAG/slc attachment cc: Mr. John Dorney, DWQ Mr. Owen Anderson, Western Mountain Region Coordinator, NCWRC Mr. E. L. Ingle, Area Roadside Environmental Engineer, NCDOT Mr. Mark Davis, Division Environmental Officer, NCDOT Mr. C.E. Dumas, P. E., County Maintenance Engineer, NCDOT Division 14, District 1 4* Phone: (828)891-7911 4142 Haywood Road, Horse Shoe, NC 28742 Fax: (828)891-5026 IL ..:. 3 Y ti? Y L r ?' k L - r Office Use Only' Form Version October 2001 USACE Action ID No. DWQ No. V0 Z 03-yo if any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than leaving the space blank. I. 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: NW 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 1. Owner/Applicant Information Name: North Carolina Department of Transportation Mailing Address: 4142 Haywood Rd Horse Shoe NC 28742 Telephone Number: (828) 891-7911 Fax Number: (828) 891-5026 E-mail Address: NA 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: Edward A. Green P.E. Company Affiliation: District Engineer Mailing Address: 4142 Haywood Rd Horse Shoe NC 28742 Telephone Number: (828) 891-7911 Fax Number: (828) 891-5026 E-mail Address: eareen(a)dot state nc us Page 5 of 12 f L. J 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: Faraway Hills Rd (SR 1372 2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): see attachments 4. Location County: Transylvania Nearest Town: Lake ToxawU Subdivision name (include phase/lot number): N/A Directions to site (include road numbers, landmarks, etc.): Begin at the intersection of SR 1306 and SR 1372 then continue in an easterly direction for a total distance of 2,600 feet to the end of project at the dead end. 5. Site coordinates, if available (UTM or Lat/Long): 35N 10' 22" / 82W 56' 41" (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 Road 7. Property size (acres): 2,600' * 50' = 2.98 acres 8. Nearest body of water (stream/river/sound/ocean/lake): Fork Creek 9. River Basin: French Broad (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at htt ://h2o enr.state.ne.us/admin/maps/.) Page 6 of 12 t V , 10. Describe the purpose of the proposed work: Upgrade SR 1372 to minimum standards for a NCDOT maintained road. 11. List the type of equipment to be used to construct the project: Widen and pave SR 1372 using hydraulic excavators back hoes bulldozers, dump trucks, motor graders, and various hand tools. 12. Describe the land use in the vicinity of this project: Rural residential IV. Prior Project History if jurisdictional determinations and/or permits have been requested and/or obtained for this project- (includingall 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 prof ect, list and describe permits issued for prior segments of the same T.I.P. project, along along with construction schedules. V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application: 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. Wetland Impacts Page 7 of 12 I • 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*** N/A * List each impact separately and identify temporary impacts. impacts include, but are not limited to: mechanized cteanng, 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 (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at httn://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: N/A Total area of wetland impact proposed: N/A 1. 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) 1 (Sta. 2+00) CMP extension 10' UT to Fork Creek 2' Perennial 2 (Sta. 6+30) CMP extension 10' UT to Fork Creek 2' Perennial 3 Stabilization 50' UT to Fork Creek NA NA 4 (Sta. 4+60) CMP extension 20' UT to Fork Creek 2' Perennial * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associaled np-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., www.topozone.com, www.maoduest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 90' 2. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water of the U.S. Open Water Impact Site Number * Type of Impact Area of Impact e of Waterbody Nam Type of Waterbody lake, pond, estuary, sound, ( indicate on ma) acres (if applicable) bay, ocean, etc.) Page 8 of 12 t N/A List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 3. Pond Creation ' If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): N/A Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): N/A Size of watershed draining to pond: N/A Expected pond surface area: N/A VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It 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. NCDOT is proposing to install the minimum amount of metal culverts required to obtain a standard secondary road typical Pipes will be installed below the stream bed to prevent perching and allow for aquatic passage. Proper erosion control measures will be installed and maintained throughout the life of the rp of ect. 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 Page 9 of 12 f . I 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/stnugide.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 hqp://h2o.enr.state.nc.us/mn/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): N/A Amount of buffer mitigation requested (square feet): N/A Amount of Riparian wetland mitigation requested (acres): N/A Amount of Non-riparian wetland mitigation requested (acres): N/A Amount of Coastal wetland mitigation requested (acres): N/A IX. Environmental Documentation (DWQ Only) Does the project involve an expenditure of public funds or the use of public (federal/state/local) land? Page 10 of 12 I 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: 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. N/A Page 11 of 12 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 gavel roadway acts as an impervious surface. Paving of the roadway should eliminate sedimentation from fines associated with gavel surface treatment. The roadway surface will be approximately 40% of the right-of-way area. Stormwater will be diverted through settling basins or grass lined buffers prior to entering streams. (See erosion control plan). 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 ` XIII. Violations (DWQ Only) Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) 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). 4"6 L- Applicant/Ageht's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 12 of 12 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS SECONDARY ROAD SURVEY SUBJECT S ?Z 15-42, ( F?lg P\\-? K? ?k ? L_L_S V-6 ) LOCATION i3 l(? PST 71^4c-- INTT--- ? -MOR Off' SF- PAND S V- 13-42- TNZ-N C.o"N V E IN Perri -?-,ASTC'- L_`I Cwt R-Sc-T Cr FC),F-. ?,, TDTP L. U ISTPitn CE OF Z) (o d v F'E E-rTb 7+{E:, t-N D OF Pt2Q-SECxT' ` PT T4AF- DEAb 1&N-D, WORK TYPE C?R#? ,DS ?N, -P,> r?P??E s??r.1 Loth-C?o? Pt?Sb . WORK ORDE R (0, DO20G10 Cl-EtAJ >) PRIORITY X33 SUBI ?-v-S COUNTY TC S?(L vPd?? 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I?ee nyo f g <' \R?a?,?• / I ?!9 / . 111 `1 5 d"SO? 1,1?a1y\ % 75 \ k ? C O !YN?EMATER COQ FAU5 6 /V? yl N IE N ?). 0 O O } tA U c s 0 w » < PIPE SCHEDULE PROJECT 5R 2. _ COUNTY 112P TA Nl_VANIpc PAGE OF STATION EXISTING . '' PROPOSED REMARKS DIAMETER LENGTH SKEW DIAMETER LENGTH SKEW 1 an r ?+ 1 ?lJ 7Cjp 30 D' 90 ° GM P z ' s Tac's?, f r_ 30 '?'Zy" -30'? D° 34„ ya, 900 36 ,. 720 30" 5-6 0° Mo 8 ?% yd ' SD° ?/o 50° +sa 1 S " o ? lop ayr' z' p A ?. 4 POLE DATA PROJECT FA?_ .lave M A IL-L_S pd. COUNTY L R 1 . OWNER 4 N \-?ppn LZC.-I1 SHEET 1 OF 2 POLE DISTANCE FROM CENTERLINE STATION NUMBER EXISTING PROJECT AFTER MOVING REMARKS LT. RT. LT. RT. LT. RT. 20 2D 2 0 . 25 10 o 1 Le 1 avg. oL? 15 +?1 5C)9 A-o 1- o t o ?v? E? o t 5 P??rl o R 4r x POLE DATA PROJECT 14 ILI S ;2d COUNTY 1 t?S? t_VANI OWNER _Glrt 1? 1?1?5 'T 1 ?1-Ibf?IE SHEET OF 2- POLE DISTANCE FROM CENTERLINE STATION NUMBER EXISTING PROJECT AFTER MOVING REMARKS LT. RT. LT. RT. LT. RT. b+ 1 1 -- 20 2.D to f) ?-?- ID 1 o bN? 'P T ---'D D D 2 ? ? FEE D+SO Z.Lv I D C) ONE 14- O 2---l- LP Ito 1?? >r 2'? Lp 1 D 1 --:? 22- 2A- 2A- F.TD 43-4- Zb 22- 2 1 5 ONE 2. +2D -5 1 D t-1 ?OF W AT?RQ Michael F. Easley, Governor William G. Ross Jr., Secretary ?O G North Carolina Department of Environment and Natural Resources cor Gregory J. Thorpe, Ph.D. > y Acting Director a -? Division of Water Quality April 26, 2002 Transylvania County DWQ Project No. 020340 SR 1372 (Faraway Hills Road) APPROVAL of 401 Water Quality Certification with Additional Conditions Mr. E.A. Green, P.E., District Engineer NCDOT Division 14, District 1 4142 Haywood Road Horseshoe, NC 28742 Dear Mr. Green: You have our approval, in accordance with the attached conditions and those listed below, to impact 70 linear feet of an unnamed tributaries to Fork Creek in order to upgrade SR 1372 (Faraway Hills Road) in Transylvania County. The project should be constructed in accordance with your application dated March 5, 2002 (received March 7, 2002). After reviewing your application, we have decided that this fill is covered by General Water Quality Certification No. 3375 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 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. NCDOT shall use Best Management Practices for the Protection of Surface Waters (NCDOT March 1997) and Sedimentation and Erosion Control Guidelines for Sensitive Watersheds (15A NCAC 413 .0024) must be implemented prior to any ground-disturbing activities to minimize impacts to downstream aquatic resources. Temporary or permanent herbaceous vegetation shall be planted on all bare soil within 15 clays of ground-disturbing activities to provide long term erosion control. 2. In-stream work and land disturbance within the 25-foot wide buffer zone are prohibited during the trout spawning season of October 15 through April 15, or other conditions as determined by the North Carolina Wildlife Resources Commission, to protect the egg and fry stages of trout from sedimentation during construction. 3. Storm water shall be directed o buffer areas or retention basins and not routed directly to streams. 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/ 4. All culverts required for this project shall be installed in such a manner that the original stream profiles are 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 culvert extensions. 5. All work shall be performed during low flow conditions. 6. 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. 7. The presence of equipment in the channels must be minimized. Under no circumstances shall 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. 8. Riparian vegetation must be reestablished within the construction limits of the project by the end of the growing season following completion of construction. 9. 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. 10. Existing vegetated buffers shall not be mowed in order to utilize it for storm water sheet flow. 11. 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 919-733-9646 or Mr. Mike Parker of the Asheville Regional Office at 828.251.6208. U11 Thorpe, Ph.D. ector Attachment .._..Wilmington istrict-Corps-of-Entginm, John Hendrix, USACE Asheville Field Office Mike Parker, NCDWQ Asheville Regional Office Central Files File Copy 01- 020340 ? M dµ?o? STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Michael F. Easley GOVERNOR f SULEMarch 5, 2002 r Mr. John Hendricks [LE COPY U. S. Army Corps of Engineers 151 Patton Avenue Room 143 Asheville, NC 28801 SUBJECT: Proposed Secondary Road Construction SR 1372, Faraway Hills Road Transylvania County State Project No. 6.002057T (DWQ Minor Permit Fee $200) Dear Mr. Hendricks, II Lyndo Tippett Secretary Attached are erosion control plans, an application form for a Nationwide Permit, and a county map section locating SR 1372, Faraway Hills Road, in Transylvania County. SR 1372 is a gravel road that we propose to clear, grub, grade, replace/extend pipes, and pave for a distance of 0.49 miles. Grading will be moderate to heavy. We are requesting permission to replace and extend pipes in live streams as noted on plans and the attached pipe schedule. Pipes will be replaced using our standard method of pipe installation described in the erosion control plans. NCDOT " Best Management Practices for Protection of Surface Waters" and proper phasing of erosion control items will be used to minimize and control sedimentation and erosion. By copy of this letter to Mr. Richard Phillips, P. E., (DENR) we are requesting a variance to work in the Trout Water Buffer Zone at locations, described as follows: Stream UT to Fork Creek Station Range 0+00-4+75 Location Lt. Division 14, District 1 Phone: (828)891-7911 4142 Haywood Road, Horse Shoe, NC 28742 Fax: (828)891-5026 A .4 John Hendricks Page 2 March 5, 2002 Please note that we do not proposed to disturb fill slopes in these locations with the exception of pipe placement/replacement as indicated on the attached erosion control plans. We are requesting Mr. Phillips approve our request for said variance when he receives the required comments from Mr. E. L. Ingle, Area Roadside Environmental Engineer, and Mr. Owen Anderson, N. C. Wildlife Resources Commission. Also by copy of this letter, authorization to proceed under section 401 of the Clean Water Act is being requested from Mr. John Domey, Division of Water Quality. By copy of this letter, we are asking Mr. Owen Anderson, N. C. Wildlife Resources Commission, to comment to the Corps of Engineers concerning the Nationwide Permit request and Mr. Phillips, DENR, concerning the trout water buffer zone variance. Upon review of the Corps of Engineers we are requesting that Mr. Anderson forward a copy to us (NCDOT) as well. By copy of this letter, we are also asking Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT), to comment directly to us on the above project. Your earliest consideration for this request would be appreciated. If any further information is needed, please contact me or Mr. S. L. Cannon, Assistant District Engineer, at (828) 891-7911. Sincerely ur E. A. reen, P. E. District Engineer EAG/SLC attachment cc: Mr. Richard Phillips, P. E., NCDENR Mr. John Dorney, DWQ Mr. Owen Anderson, Western Mountain Region Coordinator, NCWRC Mr. E. L. Ingle, Area Roadside Environmental Engineer, NCDOT Mr. Mark Davis, Division Environmental Officer, NCDOT Mr. C.E. Dumas, P. E., County Maintenance Engineer, NCDOT ?..? ., 5, Irv i(11 ii/ .'r ?.•? '? `I '. V- -7 r 1 f i4 ?k. i? ? { 1. ? ?t fj,t (1 ` `j. ? N ? ?• ( iJ? ??? l) 1 ?•?o )) } ?`---1., 1?>,,, ? ?.• TV ?? W.11 .?, ?-\-t {- ? "V to OLrS? ? ??` \..\?,._/.? L._' ? / ?? b / ; i. i,--a-Y-' ? M1-:? 1 ? '? ?j ??, ' ?? 1 (• 11 /?? .?-? !? ?? ? ' ? , '.((,,' J ° -0 A L- 14" 12 _ ,-r ;h ( ^?"p .: J`'? `? ?_ '? ?? r/ ??) z / S /." -? r'? -?'__=- sl. tt., ICI L i w?•?;-tf? r`r-? t!-7 .) ? ?f 7 f _-.`? _ _ (/ (? < ? -i-?,? .- ? l?,l li?It{ 1 ??,I - it ll lf, ,'t? .,.t ?, ??- ? ? y , m aeb . ,G'T ?? .. 1 i-.? ?' ! oo ? --.?5 n ?1\\? I 1/? T;, / ?, O .?/ , ? ?i ji 1? 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' ? ??.?/cl; ) %?"?- r ?.? ???'? a-,? , ? .!-??, -1?i'-.' ``. 1 I e i?, !I? , ? 1..11 ?/-;;? ?, ,,iil..l ???- ? ". / ?, ./ ? ?_•?,?°° ; ?':;/ -11?s,%.-=? ?\`-?.? '?? / , ? , ? r •?Li- '1 / ice-` i / ? ? ? ?/.`? -.? ) ??. ?- JJ \ N J/ / \\\ J/? {, \ ,? ? M u:..: \ \'? ? _,./. ?.1>..?'.•-.1?? ?' t ? 1 :.: ;-AEI C.... 1. !?. tt.?l.(V ?_... ?•,-_- /" ?? ny,.4.?,'1 `? a ?c.? ._.? l -_.. .n .??--i\= ? ?' A Office Use Only' Form Version October 2001 020340 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: NW 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 1. Owner/Applicant Information Name: North Carolina Department of Transportation Mailing Address: 4142 Haywood Rd Horse Shoe NC 28742 Telephone Number: (828) 891-7911 Fax Number: (828) 891-5026 E-mail Address: NA 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: Edward A. Green P.E. Company Affiliation: District Engineer Mailing Address: 4142 Ha ood Rd Horse Shoe NC 28742 Telephone Number: (828) 891-7911 Fax Number: (828) 891-5026 E-mail Address: e Benno dot state nc us Page 5 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: Faraway Hills Rd (SR 1372) 2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): see attachments 4. Location County: Transylvania Nearest Town: Lake Toxawav Subdivision name (include phase/lot number): N/A Directions to site (include road numbers, landmarks, etc.): Begin at the intersection of SR 1306 and SR 1372 then continue in an easterly direction for a total distance of 2,600 feet to the end of project at the dead end. 5. Site coordinates, if available (UTM or Lat/Long): 35N 10' 22" / 82W 56' 41" (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 Road 7. Property size (acres): 2,600' * 50' = 2.98 acres 8. Nearest body of water (stream/river/sound/ocean/lake): Fork Creek 9. River Basin: French Broad (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/mgps/.) Page 6 of 12 A 10. Describe the purpose of the proposed work: Upgrade SR 1372 to minimum standards for a NCDOT maintained road. 11. List the type of equipment to be used to construct the project: Widen and pave SR 1372 using hydraulic excavators back hoes bulldozers, dump trucks, motor graders, and various hand tools. 12. Describe the land use in the vicinity of this project: Rural 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 future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application: 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. Wetland Impacts Page 7 of 12 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*** 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 httr)://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: N/A Total area of wetland impact proposed: N/A 1. 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) 1 CMP extension 10' UT to Fork Creek 2' Perennial 2 CMP extension 10' UT to Fork Creek 2' Perennial 3 Stabilization 50' UT to Fork Creek NA NA * 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.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com, www.mapquest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 70' 2. 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 Waterbody (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) N/A Page 8 of 12 * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging flooding, drainage, bulkheads, etc. 3. Pond Creation if construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): N/A Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): N/A Size of watershed draining to pond: N/A Expected pond surface area: N/A VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It 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. NCDOT is proposing to install the minimum amount of metal culverts required to obtain a standard secondary oad typical Pipes will be installed below the stream bed to prevent perching and allow for aquatic passage. Proper erosion control measures will be installed and maintained throughout the life of the rp oject. 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, Page 9 of 12 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. 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 hn://h2o.enr.state.nc.us/wrp/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): N/A Amount of buffer mitigation requested (square feet): N/A Amount of Riparian wetland mitigation requested (acres): N/A Amount of Non-riparian wetland mitigation requested (acres): N/A Amount of Coastal wetland mitigation requested (acres): N/A IX. Environmental Documentation (DWQ Only) Does the project involve an expenditure of public funds or the use of public (federal/state/local) land? Yes ® No ? Page 10 of 12 A 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 213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ? No ® 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 l extends out 30 teet perpenaicuiar rrom near oanK of onannc , c.vuc a cucuua au 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 11. of 12 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. Paving of the roadway should eliminate sedimentation from fines associated with gravel surface treatment. The roadway surface will be approximately 40% of the right-of-way area. Stormwater will be diverted through settling basins or grass lined buffers prior to entering streams. (See erosion control plan). 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 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). ,3-g-o z- Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 12 of 12 r NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS SECONDARY ROAD SURVEY SUBJECT S ?Z- 13-42. (F?,? Av? P\ ? BLS r` LOCATION F->;u:qIN PST 71-F- lf1-VT-4 .L-mot-L OF S[z. I?jOGo P"ND Sg- 13-42- -"Re6 cowNUE IN kt S L`) bl F-eC-T1 G.1 F=OB -N -MTP? L D l- TTNN LF- OF Z, io dv F F ET Tb THE ?N D C ?42QS?vT" -v T+-1E ?D AND, WORK TYPE CAP-#? , DPI N , -A-- , ??JES? rl C?ryt p-?t_ P? 1S D 1-c ?E . WORK ORDER (0,()()2o010 PRIORITY 4733 SVBj?--E?-S COUNTY I-F-w S\l L,\/pt? l J? RIGHT OF WAY 50/ DATE (o - j - ? p0? SCALE 11/ jc)o/ NOTES R ABC f I P- 07t-N 8 - M0994 5=?O 1 N Y4 2AT" { L ?b C-9 PPI Nsv i I-Lt I'F L 32 '352-4 -Z1- 3Z51 CAT ?: ?•TE err; Po ?X 3t? Z 5 /7"E #Z io?i CP,?p L T3P?T? g5Z4-I1--g5gq ZWD l3?FFE2 ?DNF ?I f 7S a o 0 DO (o Cou--? V,l ?SAUr?1G ??. W ?-1l ETC c, STA61LIZE S7-9,rl' ' Bfwh CLASS 5 STA I+bd To STA Zt/o S/TE -- 3 4--<- M k g--I - gtiiT-m F -4 - 'Too CV) 1 - FS52-?-i\-4Z?4 LL l( W ?J I 9N tu' a? S5-L4 - t l - So 13 Z ?CMP FLAT 8" c",p 7 3D CMP - f . " '"- Z ' STiZEAM L5 I TE # I J? J°Tt E --- ?1 `I IJ C i J I L 1 TRANSYLVANIA COUNTY .PROPOSED Z IMPROVEMENT FOR PAVING Ar SR./ 3 7 z r if, c, J .? p BALD RC X C O N .: T[uu[C i ¢:?• ?. PI•RYC\W\Y'...1 SGJ.1R0 4fli. ?.. RIDGrEV DEVILS COOFnuU;E\ \ ) 1 1 ? ? 1 Q 1\\ 1 l C4ESTNUT WN. a"' CEDAR RACK w 327 \ T 1716. •'? 1• ?O OriENS ? •? ? ...? ?• 1 >'1 GAP '.: 1310\:}: •:1'. ?. 1779' / O ` ` ,/ ? `?j ` 1325 11'h . I • ? ' \ 1 I \\` 1 1701! 311 1I r l• 13.0 i _ 7C9 I OP ?? FRENCH / Q\Sy ?! I \( C Z2\ \ 2 'N CO--O TN. '- 3X la 09' .' o eC •>y • ay 131 ? ? ? • 177: 133 ; \ J .0 t 7>6 Cf - •< I .? 137• 1716` Ga / 1 • e ? 13-'5 ? 171 3 a J? ( 1706 ROCKY 131< ?K'. A P . 6 IA T N. .y- ?. O<?% \.'/ ?•. 1y'Z 2 1306 1799\ 1319 y 1339 F9. , ` \ 11277 711,'29 2\\ •??. .? 1 t715 1719 / I / T0X 4ri AT •L 13N0 urN. LAXE ;` \ t '3's 0. TOXNfAY 1703 1316,'' r' S '??.-6 11 3? \ /? ! - ???. ?? ?• •' 1 0? \ ? /.f"'.. • /l ? 1170 1_0) ' ` v Q /''` ' NANTAHALA 1153 12(2 MALLS ,. 1147 < y 1147 a 3 ]0 /• 1152 7155 11]1 1 / 1139 O /• 1152 , \• •!' 7 11 _ 62 C 0 f /./ "?? rasa .,1 l > ?• 13a 'g.• / J Jot ra 1119 / ?. NANCY /2:53 •, ?,S• ?-fL > r uTN. G a /./• 11_2 3 _ ' ` ? •rt<2 ! /, .109 NATIONAL - ! e _ - i ey N'? ?'=ti •a` eornorne '-n. / ??G,? FOREST $f1>e ?• ?y/ 1. 1366 ? ?'=° I g 1 ti K 0 G 1-Y WillrEWATER fAL1S Y J' ?'' g o C o „N 1 O U O g $ PIPE SCHEDULE PROJECT 1 Z COUNTY - p???L?IPd`I1?? PAGE_ t OF_j_ a Q p?v? P?`f 11 L ES STATION EXISTING PROPOSED REMARKS DIAMETER LENGTH SKEW DIAMETER LENGTH SKEW 18" A- 12-0° CLAP- 0 2 5' 9 C Z400 too 30" 8 N 30 ' 34 , 7-00 96° 3D" yD ? 90 ° GM P 2 RFMOv? ' 6-t3o 29" 30' 0° 30" yo, 90v Mp Z S5TR <)AA 5+00 3 fo-O B i t 10 It L?0 ? yo' 9v ° So° ° CHI p 6mp /0 Z Z+Sa 1 S' ` D' D' l0 94° J? ?'Nt? POLE DATA PROJECT JCL 13 -L FAR- oAkl AA 1L-LS Pd. COUNTY -TV.Kt? L_VK 1 D- OWNER 4k\j \ 1Mn SHEET _ 1 OF 2- POLE DISTANCE FROM CENTERLINE STATION NUMBER EXISTING PROJECT AFTER MOVING REMARKS LT. RT. LT. RT. LT. RT. ?A 20 2 +- O -7151925 10 O I ?- 1 lp Dv? C)Lr-- 15 --? p p k o ?v?1 EK 1- ?? 0 15 Pbv`1 0 POLE DATA PROJECT COUNTY L OWNER GI-? ?? ?$ - {?Hb1?E SHEET 2 OF 2 POLE DISTANCE FROM CENTERLINE STATION NUMBER EXISTING PROJECT AFTER MOVING REMARKS LT. RT. LT. RT. LT. RT. b+ 1 1 2d 2-D to D 2A- 1D 1l7 bi PVz7 0 o Z o FxF-- to 2la to o 14- o Z.---+ Lp Ito Kr-- 2 to l_E 1? zz- I 2¢ 2-?- H t>?D I'a+ 2.b 22- -2 1 5 c tw Ek JMUN CUNJRUL DETAILS AND' SPECIFICATIONS St = :crri tion Svm nl 00 86S..oz Pipe Cutlet Dissipater 0 0 o //-"0 T emporary Sift Ditch 0000 - I ..... /61 30.0 Temporary Diversion ............................. TD --- /Gos.o/ Temporary Silt Fence - ........ -------- 16-22.01 Temporary Slope Drain 4vifh Earth Berm E- <-- .......... -------- /630.o? Silt Basin Type A ................................. l ----=--- /4 30 Silt Basin Type B - ........................................ E> --- /6 53.0 / Temporary Rock: Silt Check Type A ?. 33. oz Temporary Rock Silt Check T yp? ° xY _-- --___-- /- 3 Temporary Rock Sediment Dam Typ=A .....?.. -? 02 Temporary Rock Sed m:nn` Dam Type-B _---- _?? 351 . Rock Pipe -Inlet Proteclion ................................ e, --- / r> o: / 3 .01 Rock Silt Screen ........................ :.............._. --?4' ?'----- 1 Stilling Basin _ Rock" Inlet Protection: 1632-01 Type A - A Q-- /632-oz Type B ............................... B ?f OR ' B --=-- / 32.03 Type C' - C or-,) C ---- 968.04 Rip Fap Class "a" . ooooo. 968.03 Ditch Urer Class "A" x X X Y. Yx Note: TyTe Q Silt P.ssins will be- us&J in ccnjurr-tiCA with fa T nary P:r?c Silt Crr'rY - ly4p- D uiless t7ti?er?iise specified. I I_ VNiloluV0 H1LOlJ 3O 31tl1S UOA ONI AM) ClUVCINVIS HSI19N3 0 d. _ b N r •-• C) N O co co cl r V tD to n fJ CD n j ^ C H c7 `- N N "' r O r - - N to N N 0 7 ?I N C (n O J rJ } N (I n tC ?- N 01 d C14 tJ co 'C V In (D 1 c? I J J a. CL I ? I C O }? C L7 o' ?? I^ NI C^.i t7 1 3 :2i , O .^. NI O c7l OI NI L7 O < w ;: 1 H c7 .-- CJ M ^. r r L7 O C.^ C1 O C3 I " VI} L7 _ II I co I,- N O - L7 I n L7 N IN C'J ,7 (7 r Q ` to cF_ t) ( r o c ^ C?J Ic I lr ? ? N C; r?-I I I i ? I I^ I I .L7 l' CI N N " Ll C ^ T U I I I I I I ( ICI IC: j LE I CJ i N I ? C] IC". Id IC I ? IO ILU. !ti i ° Y. r Q ;1 ° ?I ? Z d f.- H ? Ld Lu -J cn f -- 0 LLI H^ 1.? C7 < J J G G O O = O e. Lj C" cl °1 L 1 E-I O GI ? ? rI Yc?N c7 Lu z l m w C, FH- i W Lu ? _3 H .G W f G G< I G7 ,?, C C- C O C C- G -, L O C H ? G- tr, C- C U U t; CJ II II II STATE OF ?5?ts ENGLISH STANDARD DRAWING FOR NORTH CAROLINA GUIDE FOR RIP RAP AT PIPE OUTLETS DEPT. OF TRANSPORTATION! DIVISION OF HIGHJAYS RALUGH. N.C. i c x C T M --. C Li F Q J O ^J U: G O J c) C?JJ 0 CD 0 O O O ? 11 !I d [-- G OC< ?C cam' ,-i G JCF+ C u v; c? F-GG< O O J J ?LLUU °I I I c, L• C 1 N 0 co (D ca TuNTPOIZARY S11.1' D11'c11: TS D A temporary silt ditch shall be used in place of silt fence in many situations. Temporary silt ditches shall be used at the toe of fill slopes to divert runoff into sediment basins, temporary rock sediment dams, temporary rock silt checks and/or other sedimentation control measures. T_e_mporarv silt ditches are approximately I ft. deep, 2:1 side slopes with atl optional earth berm-. AREAS OF USE: • Toe of fill slopes where fill exceeds 3 ft in vertical height. • Along streams to intercept flow and/or divert to a controlled outlet. V1.2 North, 1993 ?" uabl {',?.1 HJl IJiVJ E R? W I H T l (j ~ III Q ) ? < o z 1 ill O U W ?o Q° ill > Cf) cn 1 N I O W `L o 1 ? U I LL- 7 STATE OF ENGLISH STANDARD DRAWING FOR ? NORTH CAROLINA TEMPORARY SILT DITCH DEPT. OF TRANSPORTATION o DIVISION OF HIGHWAYS o RALEIGH, N.C. " M w ? w TEMPORARY Slut' FENCE': A temporary silt fence is commonly used at the toe of a fill section to prevent off- site sedimentation. It is made of permeable filter fabric buried at the bottom, stretched and supported by steel posts. The silt fence reduces the water flow while retaining the sediment. They may also be used to divert water flow to protected outlets. Silt fences need to be checked after each significant rainfall to ensure there effectiveness. They must be maintained on a regular basis. Silt fences shall not be installed across streams, ditches, or waterways. AREAS of USE: • At toe of fill sections where sediment runoff can be stored and contained inside the project limits. DESIGN CR=RIA: Material With Wire Without Wire Fabric Type 3 Class A Type 3 Class B Steel posts length 5 ft 5 ft. Post spacing 10 ft. 6 ft. maximum VI-6 March, 1993 O' ll `HJITWU O S),Vld,HJIH JO NOISIAIO ' HOIIVAUSNVUl 'JO 'ld 3d 33t43? 11IS I?atlaOdW?l ^ un VN11OUVO HIUON L O cfl JO 31VIS r;6= I UOJ JNIINUO UUVONV1S HSITDN3 r =i= CICL CL CL W I :_J 'J, III I I- O O -IJ [-; i i I I I cv c? ' I-_:i ?I F- co [ ?I I I --? _ T II I L- ° I o -- II I I- r O <U - --- W ------------- z C) ` ?T-• ?'av?a^r•?Y? DTI Cl) 21 4. F-4 F-4 co J J i t C O - -P r' H i I I I O O II I I-_ U ??_I I I J -- LU C_ I I_ r, <3: EL?7: H O ;I I i <v J J (? =--ter'-L=, H 0 < I `?i i? [ p WI I OG r- G7 I I I I F L V ? C J -" Cl) C ICI _ H ?,• L'J ( ?---- N ? H w u H T H G7 I? Lt- LL _JOr - 1 cn u - =-\ -=Q J W LL. OC W ) ` /? \\I c J f- - J J N C] < W L7 l }- ? H> r ow ( CA CO W Z< J(nF-ZW W t' <oy ?ni nZ+ ., ?JH -ZJ -'JF- O r <J? (n<W WJ J OZ F- <LWJZ ,H W=co U-<W=OC<H L? rn 0 W ?-+ I- = co >- = Lli F- W ?- J Z y < y 0> (n J h- C?:D Q <LJ L. <n 00 W Oo 71 O0 Z75•=H 00 <F- n- < ;--,4 0 W W W J to F- O W 0 J Z H= Z F-- Ul F- 0 }- Or, U)rtH f-i-i w0 W=WOS co - Wf-4'}t70P-q0F-WF-CD JOLO 0 0 Z H O C7 O L. 0 i. < < J J O S H ? A silt basin type-B is a temporary basin built to collect sediment flowing through a drainage way. The silt basin is built at the base of the ditch with its length being at least 2 times the width of the basin. The type-B silt basin is generally built in ,onjunction with temporary.rock silt checks and other devices that control or slow Sown water flow. This device must be monitored closely and clwried out on a regular basis until grass is established along the ditch line and sedimentation is no longer a problem. A.P.EAS O: USE: • In conjunction with temporary rock*silt checks and owner devices used in drainage ditches. DES?GNN C?.! i ERLk: e S=e Silt Basin Sizes Typical. 23 March, 1992 iJr,, I r \? Silt Basin - 1 (S.B. 7) / 2 Silt Basin - 3 (S.B. 21) Length of Disturbed Area = 100' Length of Disturbed Area = 200' Length of Disturbed Area = 300' Length of Disturbed Area = 400' *Basin Sizes based on 600 cubic feet of storage per acre. L'asiUS to be cleaned out after every storm event and when basins are half full. Silt Basin - 2 (S.3. 14) Silt Basin - 4 (S.B. 28) •O'11 `HDI31vu p SAVIAHJIIi 30 NOISIAIO 1110I1V1ti0dSrrvlil. !0 1430 8 3dJll ??IS`d8 lIIS NPOUVO HIUON (13 cc) 30 31t/1S (?G= G UOJ `Jra ivua QUvOrivis HSI-10143 r !III- ') ? ?'- V:`,:,`?\): IIIII ?° , o I- O "?`\``/`'\,,/ ICI !! CIC <] O V I? v1 fill I _ ?u IIII IIIII Irrn ll LYt. a II!!!I L), ).t )?, ,,? , ° IIIII II ti Q t.1v,\J W O ?? __ O ` N 4 O O m SAVII.H91H JO NOISIAIO !lOll`jLIOdSI•JVUJ. Jo '1d7,0 ? co VNIIOUVO H1HOIN ,9, 3dAl )103HO 1-IIS ')(OOU l UVHOdUJ]1 CO ?o (D d0 31tJ1S irk UOJ ONINNU (JUVONd1S HSIW,13 Y ? r O< . F- LO 0W H 0 L H J < z cc 0 D?Lr O ? o z ~ W c i>¢ W ? LL CnU Li L70 O r ° 0U)F-(n UJO H O¢~ Ui Z J O J° ow O W C U) 0 z = 0 i I-z z cn0 CO c] UIn O> Cn ¢ ?-j LU z° J[LzJ JJ_ 2 <UJ <0Lrr< p ? Z V) C") n C) J_ F-t- « ° OO W J U 0t--4 ^ WHwLUw <zccn O ,J 0Cl- o + < C_ < "=< Z ' F- F- U CJ J F cozo ?° U c? owzoz . F O F -i W > << -i -i Z= ZJ <W=z0 OJ OW O 0 0 = z 0< =-J=== a o F- F- F- W 1- O a z z <Uz WO= F- OCn 0'- J<0 W UCl) U Liu En < U C U z= < Cn == O U F- ?¢ WW¢ F-zHr--o ZJZZ C7? ?JLo Z<?z. W -000 z J a W H-- W JF- C7 Cn 0011) HzI- HLi F- Z W O W< W<"< 0 0" 0= 0 ?0=" --jz= rJ W}- ZWH z .:U=W F000^ U CnODW O u O J V O Li ?a C> C- W 40 H U ?t I H uY O W \ ' N cnU \'?.III ? U w .. ? F- c? F'T.NTI-- 01: 1. O U W Ln N N O U U F- H W W > _ U O H H p F- v J LJ < V) 0 H' C7 O O W c a U < G F- C\l LLJ -I 11 j? W 1 C t.l H U f WO > H' ? ? C v C7 O ? ? U J p Ui r fL , OGi NO CO NwC,-- U W CNGLISII STANDARD DRAWING FOR i 1 i i i O LL L• - G < J -INI n X 1.11 I J" v J rl-Luui1 ?O DIVIS 1111 -IU.L U /I,JUU IIOJ JNIMVIU(l CIUVONVIS I-ISI ON13 ,- -aI o- c? W C. H I F C- LL _ L ?- W n = W L ) W W U O G7 W n L- c? f= o n C:: - - o W F- <? LJ C U < = J < F- O H O > LL1 5 - - H F- E5 L O C Zo - G7 H -.1 O C LJ F- n o 0 c? O LJ O 0- GO L - ' J G1 W = F- O <.' G W -1 = J p c < < U C D C-. U co 0 0 < G U F- W C- m - C O E5 G. G-) ."= F- O G) F- C J O u J O U J LJ T W O u -- U O J F- O J L.1 F- C- O C - m H L: O 0 U F^ < ? ._ r C- C) C F- C T F- LJ F- CIi O O f- J C- F r` u w (n 1- W C C7 J O v) H W < LJ } F- U O _ F- O H O L W c n J - H U O C J O L'J ` O f- W W W C. co U < W O C 5 O F- .- < G7 m Im 1--1 T W Z:) O H _ = .J co 0 F- ° f- F- G7 LJ C C LL F-- O < O L) H G') U < U O O O o o " F- U m L > J O ' c . L O O U) O c- O O O • C Li C W p LI) F- C. L C F- +1 =) C = W F- -' F- W O O W O F- W C. F- O F- O O O < I LJ f-1 -,) H O W O lJ ° J O_ co I O °I JAL C W C. I Lo c) 1 I \1 ? J y i ? I rl ? ? 1 I G, I n?? ? '? `I 1 I I L-' 1 ! I O ? G7 `? I O t- O U I H 1 u I H U u c 0 I ? J ?\ 0 G 1 G Z O F--I U w Cf) STATE OF EIIGLIGH STANDARD D(iAVIIII13 FOR - NORTH CAROLINA ROCK PIPE INLET SEDIMENT TRAP TYPE LA' ^lo DEPT. OF TRANSPORTATIOiN = in DIVISION OF HIGH'NAYS Icy RAI.I:IGH, N.C. ROCK SILT SCpEr-.,N: : A rock silt screen is a low-level dam structure to be used in streams below culvert sites. Rock silt screens shall be used to trap sediment transported by running waver and shall be placed in the stream below the construction site within the right-of- v.,ay or easement boundary. The rock silt screen utilizes class B stone lined with r5 or r'57 stone to produce aripple-effect in the stream to settle the larcer sediment particles transported in the stream from the construction site. The trapped sediment shall be cleaned out before the device is removed from the stream. AREAS OF USE: • In live streams below constn!c6on sites where construction occurs in or adjacent to the stream. • In live streams below a culvert construction site. • Where it can be cleaned before it is removed from stream. DESIGN CRITERLk: • Structural stone - class B stone • Sediment control scone - = 5 or r 57 stone • Dam height - 1.5 ft. r minimum and 3 ft. maxima n ( shall not be hiCher than 1 ft. move normal flow of scream) V1.2.1 NTnrdi, 1993 i CAVIAHOIH :10 ?HOISIAM tlOIlV.LUOJS(1VUl A '1d30 VNIl0UV0 H1UON :f0 31V1S - ([ t; t Y 0 V O L \ 1 O a %u e H i? LL rZ O ? w F- N D Y O O L O F- W W t- F- _ J C] .i C ? O r--' 'r Z H J Q 0 F- co O C 0 J D }- LL O Q W U) Z 1- - W H U O _1 W U O tL. C _i U) m C r4 C O C m< W O W Q 00= OCW CO cG? - N ct tJ_ F- J! = z W C G7 W (11) C V) J - i- W O C/) 0 J C Q H U U < U O L1 W O Z <O-J<" O c o P O G O W C U- U C W- 1- Z W i- Z 7 :D m - O T CC m O f- W W i- O= W w- F-- 'J W m co D O O G U) co H C] Q 4 O H C] Q CF- CJ C ; U)OJLi E W XJ _ W F-0F-J Q W J U!-Q JF--F- }- 0 Z Q Z Z J 0 0 G LL 0- 0 W O S O O U S 1- O C O W co Ow L) F U) L7 ! C U V) *- 0 STATE OF NORTH CAROLINA O o I133HOS 111S >IOON co ,o U03 011U.MC] OUVONVIS HSI-1O1\1] y ,- u U 0 C L 1 u l7 !!I u !'. I o ??'1 c7 ? J 0 H ? ' L? Y• ? ?O?': J oo cn N i `,?C U 0 N O C O U 1-u 3 O vl L7 E ;GLISH STANDARD DRAVIING FOR ROCK SILT SCREEN - o v I VNI IVJVJ HIUWUj A0 9ld1S L w < c ? J L J H < C c c1 L" W ? - C7 Cn H w` 5 m ow N w F Li N - C c7 5 ?° Oo 0Z c - t C w W F - C J a U c L p J C L. < c7 _ ° O G in ° F"' O C H N O w o L L < O J U J < LL o N a o wv cn r- c) ' L1 C in O <n < a (0 avtu cuo IVY J5V IJ fillfll S=iHJ.LIG 39VNIVU(1 o UOJ ONItAVU0 OJdONd1S HSIMN3 c x S U H 0 2 w ui L' F C 00 J L' c7 TI J u C c' H w n w LO L!, 0 >< o? ?I w F O F z 0 C 0= Z U f- = H U 0 ow J w F- Cf) ZD QO m w zQ H Q M tz w 0- OBI w O V z Q H 0 f-I f"i l O M U NI tI s STATE Or 0f3 ENGLISH STANDARD DRAWING FOR. f NonrH cARoLINA DEPT. OF TRANSPORTATION DRAINAGE DITCHES WITH CLASS 'ti' RIP RAP ° DIVISION OF HIGHWAYS c0 RALEIGH, N.G. c0 If UU_1 tN•111.1VU0 ClUVdi'dt+1S HSIIJNS U F C U LI O W CIU I w.. F-q C) • ? Q I ? n LJ 11 -- 1 F- I ?L? LU c/) M I ' LL) >1 t I lJ" o .` t k?r o? F c co J. LJ = ? t. C,, t:_ LL L f LLI O _ M H L C) r. G L L" C J L _ < C v) C N W C u _ cL to .. c? ?v N F Ll J N of t co o c; 5 ' U LL 0 = N J LJ O l./ M O W F- C C J G W O L O IJ F- C O V O tJ O L ?- Li L G O J J C 1--r LL l.: U _ C F-- L .-L ' W L 22 l41 L l_1 C - N G_ N O N O c' 1 ! STTE OF ENGLISH STANDAnD DRAY/ING FOR - NORTH CAROLINA DEPT. OF TRANSPORTATION DRAINAGE DITCHES WITH CLASS 'B' f?TP Rl,P ' ? ? ° DIVISION OF HIGHYMNYS 00 RALEIGH, N.C. ' co f Y . 1 Of lil:kt 5l(?lle- 01• FOU-L'il linhfwn qu:irrl' sion.. Ili $li;l _ ... _.....,, ?:1, C: ...• 1` .. tilt ti: il. a?:t.' it C.? ;lir ails: C',,..?1'. ;iit.: aitit;iil:? Ill ;lit t`:t?:C f7llr )i?? ^, '^ l -1 iA*l,,r. lv ?t •'n ?t? mot` , .l I ,:i:ll ! ' • t z 1. C•_ .C .. .n?:l•.. !''?: 1. ? 'll.c... _tii ::'•'!•,:Ct'I:i i"? "''.'_l*,_,?ll l? ::\•??_,ll,l.? ': 1';.t`.`. l! .:i! iii :!:!??. Oi ?c ifi 1)i't)' li: ;l ?il:lf 4i!'_•.i 1:?.' 1:1... Ho% -ever Wil! [lot bc- I)- t,nniri•:Cl. Li -10.1_ _1:?" inc-t tilt auurovil to tlle I?"!n':'1 whiz 11G SU--?,-dt-'.: rr Ci?i1J!i 1: C-., ui". d. II \".lii0 15 S1Z.? Gf Tii. SiGi,?ii?ll be t ClilaLl\" (i tiiL•i i:i a"iiiiL-i fiiC r:i1u:Li-,,. :1z? r;t'tr?. sit.: G" 'n L1Ci11.iili?;?1 SiCit? rmrlidl i\L1 be CicCCliir?:'Ci L)-,• rii, ;,isurina iCS lGnz C!i!i1Z :1Gi:. ,Sf/om., or OrG?c1 CG l;rcfc fc?r Fcii) Rili) Il :i rune[ ih,- 1r--(ju -?fnn nis of l;lh!t 111==-1 for iii?-? class n•a ?i t i_?! ?lTution. ABLE 1642-1-1 y _ ACCEPTANCE CRITERIA FC?. Rip R12 -'LET? STONE FOR E-R SIO C "TRO e ? ` R. IlT'T T-)1, T: % 0` T fc /) l.`.' Jr J L T L:•77? C- 1E7L LT? .. lLL.I - I - ? ! A _ 2 4 6 _•.i- i.w•,? u..::l ?.G ? of th. M1 ,,ii4i filiTu.i.1t'.CI Can lT: :_.`i?: tliili: 51Lt sptdfi-1-d no-, no more than 1Q.0"r.) of the ]111f:I711 Can ,t h,- ma., l uri siz S})cC1 ,-ci. All pipe installed on the project will be installed using tic standard m:thod of pipe installation - Method "A", Standard No. 300.01 of the NCDOT - `'Roadway Standard Drawings". All pipes shall be laid in accordance Mth Section 300 of the North.Carohna Department of Transportation "Standard Specifications for Roads and Stnictures", Jule, 1995. Pipes will be installed in the dry wherever possible. Pipes laid in strearns large enough to supPort trout 13,ill be installed six (o) inches below the stream bed to allow the bottom of tl1C pipe to silt o%*cr so that trout 111OV rllent Will be o%er a nmural stream bed. e _TYPI! g2AL E /NS`T?LAT/ON1?/^?jgQtlT? ,_?7111(? W/?T ?'?_ I 1'h' 1 * N07- TO -54ALF * EE'D5101,) GONTgol As SNau'•v oN fLfiNS NATWAL S-rgC V _BED A r C4 I- 1_ H0A 0NVAVU0 UVOINVIS HSIlON9 7n-c y^?F ? ?m +? rn T N O ti ti O x r N < m ?+ mr n n Y r ? Oct C ? O C y (Cn r m:t c a o c n D > n ? o r a = o - ? o c = r ? cn r. _ ^ n N O r 'm r 0 O I? r =t .. m „ n D N O j N - O I, I I'I H 1l? 1 ? 00 Io 1 iy/I/ •'f.! I I 1 (D! 0 0 ? 1' I 1. ^ ^'C ,111 E Y. I••• 'y > icr= a:= > - Y r r - T a?cct5 N ? ==?°n =D ma ?? '" "_••>o? c, n> _ _-cam c?ic> _ r `cl ? ' - _ a D c. ocs°--moo =? ^_' T K n m ?=a m nm N n? cmn =cm_. yGr+c oo c•? row ?4c?? may= m N= -r-1 mp _ ? I _ mac, nor>o 0o r+^ __= r n o>- -_ • D - T+_' T -S C a t, - C, O i C 0 C D ? G, O-- - . , G = c o n y n r N D o "' - F i C < r r C ?. O [i ? v c ',1 1 "I C ? C I? D Q Ic '•` ('" ? z IIII?' r 1 C O ?. 'T-1 r a _ O _ Rh_? ?0 31ViS 1 n O Ill r m `r o ? lal..: o ? D UIE;? v I1. r O 0 1? I •? 1 ? _ r C I I ...1 /?\ r O ? n - > Gt Oi N L =411; I11 I'' 5.,? ... c •e;'.I ^ '"7t ? C7 r... ? . 1 HI0 O 1 fY?l .????\? ? • Zi C - I o ?_ ka• •? _ ?; ? C r _1 c S FI I Q _fr ?11 \ , \ i - x?;:•?:I? `\? - ce --- c 1 i•.I .'.? J c . I D • y 1 • 'I LA -TI O c r 0 c n 52 C n I o I C = II I 11`I n'. O n c• W ENGLISH STANDARD DRAINING FOR STATE OF CD " METHOD OF STRUCTURAL PLATE NORTH CAROLINA PIPE & PIPE ARCH INSTALLATION UDEIPTV. Ii TRH, ISPORTATIO 1 o ? SIO'I OF IIIGFI;'!!\YS W?- METHOD 'A' RALEIG!I, H.C. Typical Section Shol ing Proposed Work-, J. Erosion Control Proposed No gradi.-te to slope be done on creek Purer side of e?is tS Zone Exisd,-I t road?r ;:. S ' I e lop,. St: am I Grad.-, Pas.-, and Pav- Proposed (*Cu' Side) Be ii shall be constructed on should.-r Pnd «ill be i-mLint2iled ti_oughout con;?,.:ceon. The roadway is to b= sloped to the cut side v.-here oCss'b':e. 1`no' possib! , gate. gill be rel.-ased tiLu do, ;t slop: pipe o. s' L ' .or.• , o dacc? 4 .. / Triage Check List Date: 3 To: ?RRO Steve Mitchell Project Name NO - t!NO 1- - S9 t 3 ?FRO Ken Averitte DWQ Project Number Q oZ??? /?Y1 f GC. ?WaRO Deborah Sawyer County n5'.14 ?WiRO Joanne Steenhuis - , ' ?W,SRO Jennifer Frye L,11R0 Mike Parker ?MRO Pete Colwell . From: U.? ke- OLn - Telephone (919) 733- l??ly The file attached is being forwarded to you for your evaluation. Please call if you need assisl=nce. ? Stream length :impacted [i Stream determination ? Wetland determination-and distance to blue-line surface waters on USGW topo maps (re!'Minimizationlavoidance issues Buffer Rides (N&--se, Tar-Pamilco, Catawba, Randleman) ? Pond fig ? Mfigation Rafios ? Ditching ?Are the stream aw or wetland mgation sites available and viable? F1 Check drawings for accuracy [ Is the applicatim conslst with pre-application meetings? . TIE ? Cumulafcve unFr ct concerns k? 1Q `? f? DWQ Project No.: Oc2O3`4b County: Applicant: NCDOT Project Name: s/.' Date of Issuance of 401 Water Quality Certificatio6 Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality 2-2 -Oc2 - 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, Joel B. Setzer, P.E., 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 t 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and o in eri ls. Signature: Date: Agent's Certifrc ZM 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: 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: 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.nd.us/ncwetiands/ F A? ?) . 9 . \© Q r > Michael F. Easley, Governor 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.: 6.103110 Applicant: NCDOT Project Name: /-37 Date of Issuance of 401 Water Quality 1 County: r 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, Joel B. Setzer, P.E., 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 oft 401 Water. Quality Certification and Buffer Rules, the approved plans and specifications, and o rti to 'als. Signature: Date: /:30 Agent's CertiiFC ?on 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: 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.nt.us/ncwetlands/