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HomeMy WebLinkAbout20020182 Ver 1_Complete File_20020206 T Michael F. Easley, Governor a ?? OCy QG William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources \ .7 Alan W. Klimek, P.E. Director Division of Water Quality o ? DWQ Project No.: GbZ618?)_ County: Applicant: NCDOT Project Name• `5W / ?r C Date of Issuance of 401 Water Quality Certification: -7 a -/B - U, - 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 the 401 Water. Quality Certification and Buffer Rules, the approved plans and specifications, and 2mt?ate: erials. Signature: cl, Agent's Certifica on 6/ 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 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.nd.usincwetiands/ \NAMichael F. Easley, Governor \O?O 9QG William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Gregory J. Thorpe, Ph.D. > Acting Director p Division of Water Quality February 18, 2002 Transylvania County DWQ Project No. 0200182 SR 1541 (North Cherrywood Lane) 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 50 linear feet of unnamed tributaries to Williamson Creek in order to upgrade SR 1541 (North Cherrywood Lane) in Transylvania County. The project should be constructed in accordance with your application dated January 30, 2002 (received February 6, 2002). After reviewing your application, we have decided that this fill is covered by General Water Quality Certification No. 3289 corresponding to the U.S. Army Corps of Engineers Nationwide Permit Number 14. In addition, you should acquire any other federal, state or local permits before you proceed with your project including (but not limited to) Sediment and Erosion Control, Non-Discharge' and Water Supply "Watershed regulations. This approval will expire with the accompanying §404 permit unless otherwise specified in the Water Quality Certification. This approval is only valid for the purpose and design that you described in your application except as modified below. If you change your project, you must notify us in writing,-and 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. NODOT 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 4B .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 10 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. 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 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/ s streambed). Existing stream dimensions are to be maintained above and below locations of culvert extensions. Culverts shall be installed below the streambed to allow for fish and other wildlife movement. If the existing culverts are perched, they shall be removed during this project and installed correctly. 4. All work shall be performed during low flow conditions. 5. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials. 6. The presence of equipment in the channels must be minimized. Under no circumstances 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. 7. Existing vegetated buffers shall not be mowed in order to utilize it for storm water sheet flow. 8. Use of rip-rap for bank stabilization is to be minimized; rather, native vegetation is to be planted when practical. If necessary, rip-rap must be limited to the stream bank below the high water mark, and vegetation must be used for stabilization above high water. 9. Rock silt screens at culvert outlets shall be removed at project completion. Upon completion of the project, the NCDOT shall complete and return the enclosed "Certificate of Completion" form to notify NCDWQ when all work included in the §401 Certification has been completed. The responsible party shall complete the attached form and return it to the 401/Wetlands Unit of the NC Division of Water Quality upon completion of the project. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions;.ce telephone Ms. Cynthia Van Der Wiele at 919.733.5715 or Mr. Mike Parker of the Asheville Regional Office at 828.251.6208. o J. Thorpe, Ph. tin Director Attachment - Pc: Wilmington District Corps of Engineers John Hendrix, USACE Asheville Field Office Mike Parker, NCDWQ Asheville Regional Office Central Files File Copy. MEMORANDUM TO: John Dorney Regional Contact: Michael R. Parker Non-Discharge Branch WO Supervisor: Forrest Westall Date: SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS Facility Name NCDOT - SR 1541 County Transylvania Project Number 02 0182 County2 Recvd From DOT Region Asheville Received Date 2/6/02 Recvd By Region Project Type Certificates Stream Stream Impacts (ft.) Permit Wetland Wetland Wetland Stream Class Acres Feet Type Type Impact Score Index Prim. Supp. Basin Req. Req. Mitigation Wetland MitigationType Type Acres Feet Is Wetland Rating Sheet Attached? 0 Y 6 N Did you request more info? 0 Y0 N Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N Is Mitigation required? 0 Y (0 N Recommendation: 0 Issue 0 Issue/fond 0 Deny Provided by Region: Latitude (ddmmss) 351254 Longitude (ddmmss) 824044 Comments: Impacts are to extend three culverts a total of 50 feet. The ut's to Williamson Creek are classified C- trout HWO waters. Recommend sediment and erosion control for HOW waters and all other standard conditions for DOT projects in trout HOW wates, cc: Regional Office Page Number 1 Central Office Ii ram Michael F. Easley GOVERNOR STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Lyndo Tippett Secrttary 02 ®1 82 January 30, 2002 A/It CPPy Mr. John Hendricks U. S. Army Corps of Engineers 151 Patton Avenue Room 143 Asheville, NC 28801 SUBJECT: Proposed Secondary Road Construction SR 1541, N. Cherrywood Ln Transylvania County State Project No. 6.002059T (DWQ Minor Permit Fee $200) Dear Mr. Hendricks, FEB - 6 Attached are erosion control plans, an application form for a Nationwide Permit, and a county map section locating SR 1541, N. Cherrywood Ln, in Transylvania County. SR 1541 is a gravel road that we propose to clear, grub, grade, replace/extend pipes, and pave for a distance of 0.35 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. Also by copy of this letter, authorization to proceed under section 401 of the Clean Water Act is being requested from Mr. John Dorney, 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. Upon review of the Corps of Engineers we are requesting that Mr. Anderson forward a copy to us (NCDOT) as well. Division 14, District 1 Phone: (828)891-7911 4142 Haywood Road, Horse Shoe, NC 28742 Fax: (828)891-5026 t? < i John Hendricks Page 2 January 30, 2002 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 ours, E. A. re n, 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 \ NA TF9Q ???O G v1 > o -c Pre-Construction Notification (PCN) Application Form 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.anny.mil/wetlands/Pen-n 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 htt-p://www.saw.iisace.army.mil/wetlands/regtour.htm, or contact one of the field offices listed on page 3 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:/ih2o.et,r.state.nc.us/newetlands 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 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 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 page 4 of this application). Page I of 12 Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of Coastal Management (DCM). DCM will determine whether or not the project is within a designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits. The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure that the proposed project will have no impact upon any endangered or threatened species or critical habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon any properties listed or eligible for listing on the National Register of Historic Places. Compliance with these regulations is required to be eligible for any Department of the Army permit. The addresses for both agencies are listed on page 3 of this application. USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms, photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This PCN form 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/wetlands/nwpfinalFedReg.i)df. 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 htti)://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 US Army Corp s Of Engineers Field Offices and County Coverage Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania 151 Patton Avenue Ashe Cherokee Iredell Mitchell Union Room 143 Avery Clay Jackson Polk Watauga NC 28801-5006 Asheville Buncombe Cleveland Lincoln Rowan Yancey , Telephone: (828) 271-7980 Burke Gaston Macon Rutherford Fax: (828) 281-8120 Cabarrus Graham Madison Stanley Raleigh Regulatory Field Office Alamance Franklin Nash Surry US Army Corps Of Engineers Caswell Forsyth Northampton Vance 6508 Falls of the Neuse Road Chatham Granville Orange Wake Suite 120 Davidson Guilford Person Warren Raleigh, NC 27615 Davie Halifax Randolph Wilkes Telephone: (919) 876-8441 Durham Johnston Rockingham Wilson Fax: (919) 876-5823 Edgecombe Lee Stokes Yadkin Washington Regulatory Field Office Beaufort Currituck Jones Pitt US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell Post Office Box 1000 Camden Gates Martin Washington Washington, NC 27889-1000 Carteret* Green Pamlico Wayne Telephone: (252) 975-1616 Chowan C Hertford de H Pasquotank Perquimans *Croatan National Forest Only Fax: (252) 975-1399 raven y 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) 251-4511 Columbus Moore Sampson Fax: (910) 251-4025 Cumberland New Hanover Scotland North Carolina State Agencies Division of Water Quality Division of Water Quality P i State Historic Preservation Office Department Of Cultural Resources 401 Wetlands Unit 1650 Mail Service Center rogram on Wetlands Restorat 1619 Mail Service Center 4617 Mail Service Center Raleigh, NC 27699-1650 6 Raleigh, NC 27699-1619 hone: (919) 733-5208 Tele Raleigh, NC 27699-4617 Telephone: (919) 733-4763 Telephone: (919) 733-178 Fax: (919) 733-6893 p Fax: (919) 733-5321 Fax: (919) 715-2671 US Fisb US Fish and Wildlife Service Raleigh Field Office post office Box 33726 Raleigh, NC 27636-3726 Telephone: (919) 856-4520 and Wildlife Service 1 National M 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 Telephone: (252) 728-5090 Page 3 of 12 CAMA and NC Coastal Counties 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 APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES I - 4. Page 4 of 12 Form Version October 2001 Office Use Only' o? ®? USACE Action ID No "W --No. 020182 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 Check all of the approval(s) requested for this project: Z 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: ? 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (see section VIII - Mitigation), check here: ? II. Applicant Information Owner/Applicant Information Name: North Carolina Department of Transportation Mailing Address: 4142 Ha ood 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: e>;reenna 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: N Cherrywood Ln (SR 1541) 2. T.I.P. Project Number or State Project Number (NICDOT Only): N/A 3. Property Identification Number (Tax PIN): see attachments 4. Location County: Transylvania Nearest Town: Subdivision name (include phase/lot number): N/A Directions to site (include road numbers, landmarks, etc.): Begin at the end of pavement on Sr 1541 the continue in an easterly direction for a total distance of 1,840 feet to the end of pavement at the intersection of SR 1541 and SR 1609 5. Site coordinates, if available (UTM or Lat/Long): 35N 12' S4"/ 82W 40' 44" (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): 1,840'. * 45' = 1.90 acres 8. Nearest body of water (stream/river/sound/ocean/lake): Williamson 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.ne.us/admin/mal)s Page 6 of 12 10. Describe the purpose of the proposed work: Upgrade SR 1541 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 1541 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: 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 7 of 12 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*** N/A * List each impact separately and identify temporary impacts. Impacts motude, out are not umitea to: mechanized clearing, grauing, 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 http://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 20' UT to Williamson Crk 5' Perennial 2 CMP extension 20' UT to Williamson Crk 5' Perennial 3 CMP extension 10' UT to Williamson Crk 2' Perennial .,. .,A .,+ ea * List each impact separately and identity temporary impacts. impacts mciuoe, oui ULc uur u„nLcu LG. Cu,..., a "„u u?I ••r -r> 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 %vww.usss.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tooozone.com, www.niar)quest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 50' Page 8 of 12 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 of Waterbody (if applicable) Type of Waterbody (lake, pond, estuary' sound, bay, ocean, etc.) N/A * List each impact separately and identify temporary impacts. impacts mc,uue, out arc Hot uuutcu iu. II , CXCva IV,,, SIC 6111s, 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. See attachments VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. Page 9 of 12 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:/ih2o.enr.state.nc.us/ncwetlands/stn-ngide.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 httT)://h2o.enr.state.nc.us/M/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): 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 Page 10 of 12 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 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 (Neuse), 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; Gone 2 extends an additional 20 feet from the edge of Zone 1. Page 11 of 12 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 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. 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). 30, CJz Applicant/Age is 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 JBJECT ! r S RLs 4 1 Iel ID", 0 0 L? L L1 N OCATIO:1 -r, ENS, op,v?oN sK T OF 1??t S7AoC.E CvF 1 '!? F -C) -- U? Qt) OF ?(:'•?_ F.? ?? ?C 1 ?''?y OP.KTYPE A0 LE D(? A I PhV`, E?.O?? ON COA .r=n!_,AND t tt?:?? ??:=t OP.K ORDER (TE M\ PRIORITY , OU"""I-Y L, i' L 7? ?,` { I ; ?• RIGHT OF WAS' ATE 5.31 -O1 SCALE t c) O' OTE S 4 1 45'4' R(GH7 OF WAY i ! 6'-0 1e p 6' 0' ? 'p Y SHOULDER DfrcH SHOUIDEF. I l I LOCAL RESIDENTIAL ROAD i `? 'rec Op. Aac v.r???aRD b.4PATSY L.. DP,V1 9505-22-50 ??. ?? ? (?/ A- 5 ?oN ?Z.Y 5 U-S P,) ! ClQEE, ° 9c-?0?-2.3-4343,99 o ?o zs 5 To ,t? R, I S U- 5,a N G N Po - Dx 1 12 B R`,?VA P, D, N C 8 ? 2 9SOS- 2 3- i:,1 J Sidr NA 2M CHkRRY1n/OO D LN, © PISbAH FORF-ST, NC 2.Sh_ 9505 -2.2 - Vold GL,n SS y pP 1?P? Z v 70 ?? R1t,l 40 G?o? fvA !z I V,4 .0,0 11) U? 50 P.v?E_S G..'i Pk, i R \C, ?h 'AR' r \6, ?,m,ix 75067 G? v I O 2+5C? _ - = 2J D NC 2B'7iZ 9505--15-5C?O 5 0 i L 5' g W I L_ L? A I` I, S 0 rv C !? '? ?'"SGAH FOPF-ST, 'Nc 2B7C BEG I N O+ 00 0 t 00 _ END or PF OTEGT La+40 SOURWOOD LN (PVT.)._.__..?._? 3RAuN S.c GRACE )\A 2 to N. C N D. R `l D D',-D , 'zt-505-22 -7617 b W ILLARD B.7 PATSY L., bAv 24N. CNERRWIDOD ?-N. P L 5 (: A\A FO RZST, c)5D5-2L-vo? 1,0 215- RCO\ ` 19_+4O__ _END.._oF PROJECT J p,,C.KS o)?\j \ L\-E- , ?_ X22 0 F?v1 1 `24 9 cl-5 b? --L - 6 O3 LO D V ? 18"CMP _ G ilL ? I a ?w ;D Cam/ , .l kj yv ONALD Cq,+ R?JT A W DUNCAN 95cs -22 - I(o2.4 s/TE ? 3 4 .7 ? 5 i R?Ar? R L O ?ti Tc•?s PIPE SCHEDULE PROJECTSR i 54 1 COUNTY ax??yvA*! 1 A_ PAGE OF? STATION EXISTING PROPOSED REMARKS DIA eETER LENGTH SKEW D IAMETER LENGTH SKEW ??D' q nc, ?p- cGIC f???.` LL -L vw crf ?. C < ,' ?p I I I 1 i I I I I I I I i rll\ a POLE DATA TS FPROJEC Q LN) COUNTY ?I QF N,=;1 Yi/A K! I , OWNER 0_1-11Z,511; SHEET OF L DISTANCE FROM CE NTERLINE POLE STATION NUMBER EXISTING t;AOVFTER PROJECT ING REMARKS LT. RT. LT. RT. . RT. I2 }-Do \e> l)-22R t u l y ?1='JN'c _-- .?1? I (? X20 I B10- -23R 1 p 1 ? `, ?Sa - _? !? 7 _ I • POLE DATA PROJECT OWNER f; f2, Ii !Lj l (r,) 1-)000NTY SHEET ijV4P, l A 2 OF 2 STATION POLE NUMBER EXISTING LT. RT. DISTANCE FROM CENTERLINE PROJECT AFTER MOVING REMARKS LT. RT. LT. RT. U D -- t i '\ 1 1 ? \ I << y yl OX? ? Ell ?? ?'?••'• ?( u eI _( `N DETAILS AND' SPECIFICATIONS Sr -" cnrtnfiinn Ovmhn! ' s. aZ d ; Pine Cutlet Dissipat`r ................. ......... 000 . 0 0 0 -='?•C, j Temporary Silt Ditch .. >> --- 50.0-> Temporary Diversion ... .. /Gosal Temporary Silt Fence . ,,, ? ,.. -------- _ /C ZZa/ .................... Temporary Slope Drain with Earh .. 111 Berm . , - E- ?.. ........ ? Silt Basin Type A .--... - -------- /Go.oz Silt Basin TYroe B ......................... ........... ....... --- /G X3.01 '. Temporary Rock, Silt Check Type- A ? k /? 33. oz i emporary Roc'; S..L Cnecr: i yp? 5 . ------ ----- /? .o/ Temporary Rock Sediment Dam T ypen . .. ......... _-- /!? Temporary RoSedir nee ?` Dam Type-6 ----------- C i? 35.01. Rock Pipe In!ei Protection .? ? . _ .. _-- /!? ??.ol Roc'; Silt Screen ........................ :. ............. _.. ---4° r?'----- R, Stiilina Basin Roc'." Inlet Protection: J .. type A ............................... Q ? \ 0. ----- s 6 32. o E Type B ............................... 07) B )? --=-- /? 3Z o? Type C ................... C 0 C? ---- : 8?0. o Rip R. p Class T" ............ . oo c,o c, _ 00000. Ditr? l.lrr?r Class "A .. ............ /. r x Nu`U : Tyra D Silt E? sins gill t,e used in ccni rr-ticn with b T;q,crary Rc(A- Si It Crr? r, - T 12 U 1110SS Ctf)Pr-Y1is,2 spcificd. v? . ?.UOA 5NVAVdC1 OUVO`1V1S HSIlJN3 i• N r c-1 0 o h co h cl c r c? cl N r7 n v N h C <•?I i ^ C .-? O~ N N'r h O O N N C7 cl V7 to -C "r rJ N G'7 h - .- C1 C: C7 I to (J ICC' f NICE I I?L=,^I i - ?a I?L:1 I??r? l I l? i i^i L-t 0 C) -I-Ic1Ir, nl ?lol?lw ? - L- 1 C I ! L7 O?C.I C') O =?lil II I I I?-I •_ I :')I?IC G7 OI OICJ h N 1 '?' O Ch?N Ci ?IC7I? O OI ? l I F i•7ih O'.--l NICK: L??I I -I-I I i I I c:lclr•L? C,., C'4 In icl c: I- Q) cli ?C I- 1 ? V ! I v I - c cI T ?I< G r ILE O L c c J C? T Q <I Q 1 GI Yu? -j V L' c? IJ Z V N Q NORTH CnROLIt?:n GUIDE FOR RIP RAP AT PIPE OUTLETS ? ° DIVISION OF f(IGH'?li?YS of N =! O. J -. o w N ILL: r I -• I LI < J ` O G r+ I C :J U . l: C1 ri I' :1 II Co ---q I STATE OF - C) t:s DIIGLISIf STANDARD Df;/',4'IING FOR - N DEPT. OF TRANSPORTATION co flnl_f:TGli. I.C. '1 ? C7JJ I G?OL7 ' O O O _E ? II Il co c O C < ^ r_ u •UC^, C7 F- u F- F-C<< < O O J J J ._L_C.'U L TE1Ntt'ORARN' SILT DITCH: TS D A temporary silt ditch shall be used in place of silt fence in many sirjauons. Temporary silt ditches shall be used at the to° of fill slopes to divert runoff into sediment basins, temporary rock sediment dams, temporary rock silt checks an 'o: other sedimentation control measures. T_empora; silt ditches are a??roximate,v 1 it. deco, 2:1 side slopeswith o optional earth berm. ALIAS 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 March, 1993 `V; H W I T '- N W o ~ < 'r 1 , 10 ?o ill ? N T II w 0 C ? ! ^N - J ^C? ? LL L! _I H J z 0 H ?- II UI ?I Cf)I co co 0 U STATE OF ENGLISH STANDARD DRA'?IING FOR F NORTH CAROLINA TEMPORARY SILT DITCH DEPT. OF TRANSPORTATION ^ o DIVISION OF HIGH'tIAYS - Cl) RALEIGH, N.C. U;? 7- ,TEMPOI:AItY -SII:r Fi;,-,'ct,: 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 CRITERIA: Material With `Wire Without Wire Fabric Type 3 Class A Type 3 Class E Steel posts length 5 ft 5 ft. Post spacing loft. - 6 ft. maximum VI-6 Marcie, 1993 C) r r> > o-no cnoH M -n H> n o 1z o m 0or-0--1m-gc.???0m m ,o o-t o a m -=t m m --iz _ r o m 11M cn rmm rc`) H i C) CD ?_I r w?rc-ice°m :zi co orr- nc: _ 0 -t r•r --t Q a :;j I ; > H>-00 mD-Mc~i G Cep Ha zrm rD-mm>0 r>-> C 1 o - r=r--= Hr t G: HM = c> -Go> ? _H m r--1 >rn rr? -lCnr j>H Ll m c) cn m o rCI rn Dr t ,)z z r -71 C,3 m, H D H ----J I I I 1 r H > C C - r? r- CD I I-? o m > -I I I,I m M; > ?x m m -? III r I =? _ - I ? r -i C) -to --------------- I -- - T I------ ------ 0 > c 1 =III! ?L === H o m I I I -? -- o co•o = j- J cn I I I'?I -_I I I = I I ;:=:i W ; rv oio i I I? ?i olo =lll? =?' rjn --r I 1 -' = ENGLISH STANDARD DRUNING FOR STATE GE o I TEMPORARY SILT FENCE NORTH CAROLltb% DEPT. OF. TRAHSPOr;TATION o DIVISION OF HIGH?JAYS p RALEIGH, N.C. A silt basin type-D is a temporary basin built to collect sediment flowing through a drainage way. The silt basin is builcat the base of the ditch wich its IenCch being at least 2 times the width of the basin. The type-D silt basin is generally built in conjunction with temporary,rock silt checks and other devices that control or slow {own water flow. This device must be monitored closely and cle pried out on a regular basis until grass is established along the ditch line and sediment Con is no longer a problem. r,_P.EA.S O: 1_TSE: Ln conjunction with temporary rock'Silt checks and other devices used in drainac,e ditches. DESIGN ?c2 silt bass .Sizes Typical - 23 March, 199? '.fin3 3TCt{ DaC sutscg LIOLlm pua JUDAD W-101s X-10AD :(Da 1C ono pDtlcDt_7 D!{ 01 SIILSC"f •D.('C I a d aauea0•1S Jo --i DD3 oignJ 009 lto pasv(I s72'c5 ucSt:if (ez q - utseS 1135 ,007 = VDI pagjn?sla 3o c{12uai ?-7 -L 00' = zaa-v paqan,s i0 3o t;:I°uaj T ,z '00Z = e?z'd pagin:!szQ 3o t{-l'ouaj ?z (L 'S) I - utseg :111S 1001 = easy pagln.stQ 30 t{??uaq ?,z ( TG zs) - LZSe` :?TTS (VI 'E'S) Z - UTSez :11S I! III I?il?l m ?_ o IIIII IIIII __ r O - o IIIII ? II III 1111{Illlllli Illil lilll r I I I I I r = 111111 ?? ? - -, =f a ? ? I I II > 41ir ?5 INI _I 0 ? l i I lil L4:'i. I - i ?l! li!il?l- r fill! I?i,l? ? II Iiliil II II lilll I?I111 c IIIII - r = p p O D N p ' •:A 1. I + VIP. ?i. l 1 O T O c•. r. ENGLISH STANDARD DRAINING FOR SILT BASIN TYPE 'B' o- •II 0 N 1_`)?I STATE OF NORTH CAROLINA DEPT. OF 'TR??flSPORTATIO`l DIVISION OF IfIG471AYS RALEIGH, H.C. NI - -I m N O H D r G H n II ?Ja C7 I I t7 C7 rm, c^O ? C r? --- > >G "'I Gl •- O 1 - O , , , , D o r? H ? Nom, ? < o N ,? H ? - -i , 1 r , , \'I f.l i T7 O H n 0 Cn cn M C-) --I H 0 I M o \ , G ?I H c? G H n < ?> H o m / / r/ N -a G -i C ?• rn C C f ?! 1 ? Gi I . ?? mo °r r` n G C) P. 0 r C3 O 01) cclcn Hmz-;rn .? OHO mH-j H c) - r• , -i m -v r M==)> -IHZ -i C-) G G C7 r 0 -, O COO z? -t -1 m > -i mo ro r-0 --q cn z m cn ?o _-0o Cn > nmmHr m o G Q Cn V C? > m O > rzxr r -t ? r Qn--{Q m O m z -I cn73 m0 m o oro , a Cn?i?0 O y G f 0 CJ7 0 ? n O n - r - r- > F >r> ; C:i C) G C) o?rr-_Cl,,m y mm >? c? C7 a cZ C C7 m O_-r-t O' G z r c?ZDD C) H-.1 ?:, z00 H M ' c) _ mCl) m H ?a>-!-{ -C m mcn - O _ = m C; m < O G C7 G ?-+ 'CJ - Z -1 H _ f-D00 0, Hm? u -t cn o M c) (n m C = .? > r=c)ci -- - C -: O Of -{ c? m H C) 7 Gi Ooo -? z z C-) C) > O>r - zC)> -; -t c? ci C C: O c O r- z z z H C ,M. n r c? >-o>- cn?z> C'7HGr -ncr G y r =r r - r- --4 .-4 G O C i cl, -{HO 0 G r. . -00 `l = ENGLISH STANDARD DRAINING FOR w TEMPORARY ROCK. SILT CHECK TYPE 'B' W n ' o „ N C- 11 > O STATE OF kORTH CAROLINA DEPT. Oi TRANSPORTATIoil DIVISION OF HIG=f?lAYS RALEIGH, N.C. :iO 31t'1S >IDJ JMItiiVIfa QI1V4`1V.LS IISiIJ`13- t- Li Ei = l 14,11 c 1.1 J O_ CIS } O C O C < G L o rJ ? I ? o I U / u_ O u c? O C7 F H -_ I J L) u LL. u U CD C i _1 u L" H L: o C.) co G - O u < J G L1 E5 C >- J C LJ H U< <? = J C F- o r O > u G< _. H F-- O L_' O G lJ G "' t - 65 -- U) C .J O C Li 1-- C o o co S _ LJ C) C- U) L t-- U7 C J p > LL' ?D LJ J ' C C< < U C D C U C7 O O < .-+ W J O < F-- LU O < > C < G U h- LL: G d C C Ci G C7 F- O C7 I- C J O C ::J J O C U J LJ C 1._1 O L- U O J i-O LJ F- O G U C C F LJ F- C O r J G F r- LJ Ct C5 _ F- LJ C C7 J O C? r-? LL: < LJ }- U O F O r C u- LL1 C G '--? U C G J O L'J G C7 -' > O F LJ lJ u c- co U < u n (.r O ?. < L7 = 1"_I T L1J O C H J CI- C 1- C O < C L'J H 07 U< U O o o o 0- F- U L L_ > J O < C L' O O 0 O C? 0 0 0 G Li C LJ O L7 1-- C~ L_ G F- +1 C C Lu f- = F- LL" C O LJ O F- Li C- F- F C') O C (11) • t-; G F^ LJ > < O C7 O ?- O O O l: " C) + O W O C7 U L` CL U O .-- p v7 CO U STATE 0:: U NNiTN CAROLIiI:,N DEPT. OF TRA 15PORTATIO'I DIVISION O HIGH'',-LYS RALFIG'I, N.C. ?` G7 Z O U w CtIGLIGH STAHDARU Dftl;'?lII1'? F?iR ,Io ROCK PIPE INLET SEDIMENT TRAP TYPE 'A' :Ic? ROCS: SILT Scr G\: 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 water and shall be placed in the stream below the consLrucdon site within the right- of-or easement boundary. The rock silt screen utilizes class B stone lined with r5 or X57 scone to produce a ripple-effect in the stream to settle the larger sediment particles transported in the stream from the construction site. Tne upped sediment shall be cleaned out before the device is removed from the stream. AREAS OF USE: • In live streams below consmucdon sites where constructon occurs in or adjacent to the stream. • In live streams below a culvert construction site. • V,'here it can be cleaned before it is removed from stream. DESIGN CRITERIA: SL-uctural storie - class B stone Sediment control stone - 5 or r 57 stone Dam height - 1.5 ft. minimum and 3 ft. m::xim;!rr. ( shall r.ot be hiC2her Ch 2:1 1 ft. above normal flo"v of strean't) V1-2.1 M;tr_h, 1971 f.IJJUJo L 11.7 )tjuu VNi IUUVJ t+it_'?.+ IIOJ ONI,'AVU0 OIlVONVIS F!;IiS,:J ff?;= ?l JO 3lV1S 0 "-1 n O O r 0 m \o?J n `rj ro CIO c EL'?.??ii? t n j n ? L ?, n "- o L n t' -I r -1 O --l n 0 0 0 1 0 Cn n",-. clcl ---lncn0Q z m " 0=0--1= oooSor"l O 'a n>?z ?o>clrzz>z m-t -F-M> -;r-lcn-tn = r y.om>mrainco>rooc Da=-F--0 >m - --inwrz0 cane r-.,-{--nm =o- m m--1 o ?GI:z _0 = co -- - C <? r., 1 =mc --n-t= r 0 0 0 0 n G7 O n r. e >? r z 0 "D m z 0> O O= 0 V) on -• r- ("I a GorllCo `c., O n .- o --o o >no r>c:?o ?H?G?z r-- r 0nn r On =•- n ?- z Gtr- > --o -1 -1 0 ? O U) F-+ -"1 z CIO r r= c > • -1 0 -- > _ O > z H 0 z r-; -i - H O v? O r- -1 ?r m F r 0 c -I O H m Ici m 0 -L -" ENGLISH STANDARD DRAVIll:G FOR ?ILS)j STATE OF rn w ROCK SILT SCREEN NORTH CAROLINA D'-PT. OF TRANSPORTATION o DIVISlo;l OF HIG!I';U?`/3 RALCICM, H.C. V 171 IV CJ VV Il1UVPi " `-'?-" ! 1 vvv v ..- -• --"•+r r.v .. ..... +.. .. co 30 31VIS UOJ 0NIAVUC1 OUVONd1S HSI ON9 -" cc h I 1 I a? r I _ G L" < C C J G < C C C) L" L" Ci L• • n. N C c^V N ?` 5 r u G ~ C lW U C N of Li N 5 `co s 5 ?; O C U Z G L C LJ w Cr S G U C L O J < W. < C7 J ? C L. C H < N O J Q C . . O C7 O L1 p t: .-. C F- lJ H < O L- L; < C L r• G C F- ' U N Li G p O LJ L r = (,-) c- C.1 F- = H U 0 H E--- 0 L!1 w I-- 2 0 CCl I of ? J? W cf), M i- 0 L'I C7 0 zl H LI F= G c3 0 J 1. C) -' J U N O c ? LL1 >c ? c °- cn 0 J F ? Z O N C STATE Or ENGLISH STAiIDARD DRA??lINa FOR, - c7 NORTH CAROLINA DRAINAGE DITCHES WITH CLASS 'A' RIP RAP ° DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS Lo. RALEIGH, N.C. ;! co r cl_. I ? I r I J."n u; - IIC J ID c c J L < _ C C c) u L' ? C^ Li Ll U c) U < Fu J U C C^. L'• H U c7 O c: C U t` C7 J O C C..) L LJ r T LJ f- 5 G U C G O < < C7 J C O 5 Cl o u f o c _ O </) C tJ O L• - .:: C F" Ll H J C .. LJ c C ' F U G'7 LJ G O O LL, w L" C _ ? C7 C.1 Q. O L7 ti < Cr O . L_ CIO U LJ H U o ? H w 0 cf) C2 u c/)? ZD ?. o H < cc ? W ? Z f- W O Q H CI3, U O C .1 UI H? 0 w w? > STATE OF LI _:!3i ENGLISH STANDARD DrwaitJG FOR NORTH CAROLINA DRAINAGE DITCHES WITH CLASS '6' PIP U,P DEPT. OF TRANSPORTATION DIVISION OF HIGH"NAYS RALEIGH, N.C. „ t] (D 00 _t`t!•I?Lof 1it:IC1 Sion or rouL''tl lmli' li'n qu. rrv ston'. 111. ,. _ ... _i?....,, mil. C:.:??.. 1'?:?F:111t ti` !il? ??•:(!:?Il CJi ;?ir :?;1.' ?'•,..?1'.:iii.i iitii;ii'.i. Ill :i;? t':ii?C l':? _,.. ii:r .:i, T?'tfl•I);'??C' l:il-:^:??'.?. `.? 1?:1? ??!•'???:(; l:?n::l•.at` Ir•:?1`f ;?_11'..i ;li`l? ?:!?:!'..I!!;:l (?: ??'. _..._.il 1? :!1?;':..1'.._. :: f?i.f`. •'., l!?:i! iii :'.::'.'_.. (:i ?a:ii.. iii't?'?I?:t.'it i1!:li ?i!'_•.1 :°. ili_'.': ??`•?l:i? ::?? ;!:'•i?`'1:?.';'.! t1: I!!? .."?!.':l?:i. L?t;ii?c'\'? !}:_ ?f. ..i i)!:}=•:!l . :!f i'._t._ ':on'a -iz 1••.'L?121o nor zc r. i ta.: _oLlrC?v l to i:l: EI??!Il:''I'. NV'hLP'C 1-0 :?U_:li, 1: i u.5 51ZL.s Ci lt. :Zioio.. zii31 b;: l'Ciu! lLlv Cif- L-Ibui:ll iii t tii': r:Ciilir. T'1. Ll?i! liii!;il SiCit ril'iid? i1 L1 be Ctcic1Tc •.'Ci by 1!s to, -a 7 ;,-,le _T: i ?!t?il? or zn coi:,rctc' for FJU P. I ? Ii li; 1il-2::i ll?- r:i(111I'clil'-I1ts 0` T'] id!: ! i-o I!-,:-- Class _$ l;t ?17:i li:?i! TABLE :164-2-1 A CCr_1' N kC E CR11 ER k J' C) P, K1 u1T A •1.ND STONE FOR ROS10 CONT. R !lT'T T-) 7T- ^ 1 '/l"T.' 7L„ .si ' - 1 ',, C- l1 J1 T- ` L ! j .tt L lL 1. 1:\LL J V_'`L _ S I L i r'T tC`, --\yTy\ff7% - \fTTID \-T:E ---- - \ \ B11-\I I t h 1J _ 1 _ I 1 ? ; t_r t % i `•-Q i1..._ n ?.G° of the m?teri3 It fi:r?s',1.;1 can b. 1ZI S ti ?a-L th° In ,.un si7? Sti:?Lii'.'ct nor no nl•"?I••_ th:lll PC.(i'') of the 111 t2t1?1 can exce,-' Ili: iiiax,'Ui1Un1 siz, spccC tl.'ii. PIPE IN,'STALLAUON All pipe installed on the project will be installed using the standard method of pipe installation - Method "A", Standard,,Nro. 300.01 of the NCDOT -"Roadway Standard Drawings". All pipes shall be laid in accordance Pith Section 300 of the North Carolina D,-pa-,- n:nt of Transportation "Standard Specifications for Roads and Structures", Judy, 199-5. Pipes vU be installed in the dry wherever possible. Pipes laid in streams large enough to support trout ;ill be installed six (o) Lnches belovv tZe stream bed to ,flow the bottom of the pipe to silt over so that trout mo%*emernt gill be o%-,-r a natural stream bed. k vul -.I SUE UNIlAyiO Q:!vQiivlS HSIMM3 - tZ b' LI ?v iJ r nc>? z a's z y ? -. r • C Y t t H O? O M ? O ?r'c ? ? S ? i '•' m N Gt T - ?- C T y 7 r?-cg o ny °^_ ` ^ c c - > r r, mac', _> c Y ? r-a = C O C -. 7 _ Y ' ? 5>= Gi I -I=n:,' n nn I ne =- C?? ^O 7 n r -o.+C c? ?a a ^n c= c'o ? c.K r o= ? C n 0 y C c ' _ ?_ i II? L o O ?, C 1 1 ?. ' 1 t_.• . t H Ij: 0 C O ? n _ ? 1 n T C, .n O I r ;il O Il::lr;\\? Ic 01 CI` o f ' ? \I ?l -I ?-? , I '' "y, I I I C = =1/ I CI l C 1 1 ? ?;}\? ? I 1771 ?° f 11 1\ ? Iii 0 :L °i O r, ? IItI -f a 1 _ O O t I'll r-l 0 r O y - - r G H; ?I n m1 rt?-D ?i i i? r ?. 0 r_I r Ii ?, I1 I'.1 _- C I ?i c` C'. • ?: I I I ' ? 1 C o H I aI r I H o I ii II i ENGLISH STANDARD DR/„'lI IG FOR 1'`'`i' W ST'•. T E E G' F o METHOD OF STRUCTURAL PLATE NORTH CAROLINA PIPE & PIPE ARCH INSTALLATION DEPT. , T?.:.,ISPORTATI0,1 o DD/is IO'I G= liIa I IAY3 WI" t,1ETIIOD 'A' IIALEIG'!, H.C. Typiczl Section Showing Proposed Work-, R Erosion Cori, of Proposed No 2fadi.-l2 to Slope \ be done on Creep EL 'r side of es?i ° Zone E? s Wn? rJadtt a;:. N ?--? A Slop- I Snam, I I .... I i G: ade, Ease, wld Pa?•e I Proposed (Cu: Sig=) Eels sh' be COP.s`ructedo Oil s. L,Ider ?_? ?tLl ?? [ 1??? ?.1 i _J1o50Li CO lSQ'1CC0,1. The fOGdtt'8t' is 10 b' sl0:)"d to th'- Cut side p-2 COSSaI' i o5si0?' ?. ate: F t? ?? d be release-' tH,.,t sIJ;•. per' o: s:Jr._ L _ di. :? .. Date: 2 7 bZ To: ?RRO Steve M"itchm-1 ?FRO Ken Ave!i- ?WaRO Deborah Sawyer ?WIRO :-Joanne St...huis ?WSRO Jennifer Fri X.O Kirke Pa's ?MRO Fete Go4?_ From: ?W0 = =ij Nur-? 02 0 -.0uni 1 ?r?? s y vas i t Telechone (919) 733- The fiie 2` ached is being xra:rc? V? for y=_ - • _:ue_c-_ =lease call if you need assistance. ?4'.e and c x.ar c a s L- ca tc =. e water` cn USGW topo maps ? Minimiz??crJsvo- >? ? E:r;er Rtses T ? Pend f ill ? Mmgatior. F,-jcs ` _ Cl Ditching ?,a e the s-?,-n -aj= crw-sffrari'` ran??o*: arr;at)?_= and via-ie? ? Is the apps`, r - x>y cfz- i r.. ires? ? Cumuia?-F ?r,pa :mss yam- - ...try ?1*'???7ir _ ?7 Y- --? •v?-? .i E_- _ r j?- f '? s r