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HomeMy WebLinkAbout20021198 Ver 1_Complete File_20020730MATE Q R Q? QG 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 o ? August 1, 2002 Madison County DWQ Project No. 021198 SR 1405 (Upper Thomas Branch Road) APPROVAL of 401 Water Quality Certification with Additional Conditions Mr. Roger D. Bryan, Division Environmental Officer NCDOT Division 13 P.O. Box 3279 Asheville, NC 28802 Dear Mr. Bryan: You have our approval, in accordance with the attached conditions and those listed below, to impact 30 linear feet of unnamed tributary to Thomas Branch in order to upgrade SR 1405 (Upper Thomas Branch Road) in Madison County. The project should be constructed in accordance with your application and the environmental commitments made in it, dated July 23, 2002 (received July 30, 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 send us a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre or stream impacts exceed 150 linear feet, compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below. 1. NCDOT shall abide by any trout moratoriums or special conditions as determined by NC Wildlife Resources Commission. 2. All work shall be performed during low flow conditions. 3. The pipes 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. If the existing pipes are perched, they shall be removed and re-installed correctly, allowing for passage of aquatic life. 4. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials. The presence of equipment in the channels must be minimized. Under no circumstances must rock, sand or other materials be dredged from the wetted stream channel under authorization of this permit, except in the immediate vicinity of the culverts. 5. Existing vegetated buffers shall not be mowed in order to utilize it for storm water sheet flow. 6. Riparian vegetation (native trees and shrubs) must be reestablished within the construction limits of the project by the end of the growing season following completion of construction. North Carolina Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) 919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands/ 7. Use of rip-rap for bank stabilization is to be minimized; rather, native vegetation is to be planted when practical. If rip-rap is necessary, it must be limited to the stream bank below the high water mark (not placed in the stream bottom), and vegetation must be used for stabilization above high water. 8. Upon completion of the project, the NCDOT shall complete and return the enclosed "Certificate of Completion" form to notify NCDWQ when all work included in the §401 Certification has been completed. The responsible party shall complete'the attached form and return it to the 401/Wetlands Unit of the NC Division of Water Quality upon completion of the project. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone Ms. Cynthia Van Der Wiele at 919.733.5715 or Mr. . Mike Parker of the Asheville Regional Office at 828.251.6208. Sincerely, d?? Alan W. Klimek, P.E. Attachment Pc: Wilmington District Corps of Engineers Steve Lund, USACE Asheville Field Office Mike Parker, NCDWQ Asheville Regional Office Central Files File Copy V ILL Goer N d ..p=M STATE OF NORTH CAROLINA 02119,8 DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY LYNDO TIPPETT GOVERNOR PO BOX 3279, ASHEVILLE, NC 28802 July 23, 2002 Mr. Steve Lund US Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 Subject: Nationwide Permit #14 SR 1405 Upper Thomas Branch Road State Project No. 6.862288 (DWQ Minor Permit Fee $200) Madison County, NC Dear Mr. Lund: S C- I have enclosed a straight-line diagram with erosion control plan, a PCN application for NWP #14, and a vicinity map relative to the proposed project on SR 1405, Upper Thomas Branch Road, Madison County, NC. Upper Thomas Branch Road is currently a 12-14 feet wide gravel road. Division of Highways plans to pave the road 18 feet wide and increase the typical section. Grading will be moderate. We propose to extend one existing culvert on an UT to Thomas Branch. Total culvert extension will be 30 linear feet. Existing channel morphology will be maintained upstream and downstream of the culvert. The culvert will be placed below existing streambed elevation. Ripari an vegetation will be reestablished along disturbed areas associated with the culvert extension. Stormwater will be diverted through grass-lined ditches or vegetated buffers prior to entering streams. No stream relocation will be performed for the project. In situations where a stream parallels the existing roadway, best management practices adopted by DOT require that the proposed widening occur on the side opposite the stream. To the extent practical, the shoulder adjacent to the stream will also be widened to increase the vegetated buffer area between the roadway and streams. In addition, erosion control measures for sensitive areas will be installed, including silt fence and a diversion berm. SECRETARY VE D Mr. Steve Lund Page -2 SR 1405, Madison County July 23, 2002 No significant effect on federally listed species (threatened or endangered) or their habitats is anticipated. By copy of this letter, we request Owen Anderson, North Carolina Wildlife Resources Commission Mountain Region Coordinator, to comment directly to the Corps concerning the permit request. By copy of this letter, we are asking Ed Ingle, Area Roadside Environmental Engineer, to comment on the above project. Temporary encroachment into the buffer zone of the Thomas Branch will be required. Thomas Branch is not classified as trout. By copy of this letter, I am forwarding seven (7) copies of the application package to Cynthia Van der Wiele, NC DENR, Division of Water Quality, 401 /Wetland Unit for review and comment. Please charge the application processing fee of $200.00 to work order # 6.862288. Please forward comments directly to the Corps with copy to Division 13 Environmental Officer. Your earliest consideration for this request would be greatly appreciated. If you have any questions or information needs, please contact me at (828) 251-6287. Sincerely, t V- g :Ban ryDivision 13 Environmental Officer Enclosures cc: F. D. Martin, P.E. K. A. Wilson, P.E. Ron Brazil Ed Ingle Owen Anderson Cynthia Van der Wiele Office Use Only: Form Version April 2001 USACE Action ID No. DWQ No P 2119 8 If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than leaving the space blank. 1. Processing 1. Check all of the approval(s) requested for this project: X Section 404 Permit ? Section 10 Permit X 401 Water Quality Certification ? Riparian or Watershed Buffer Rules 2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (see section VIII - Mitigation), check here: ? II. Applicant Information Owner/Applicant Information Name: NC Department of Transportation Mailing Address: P.O. Box 3279 Asheville. NC 28802 Telephone Number: 828-251-6287 Fax Number: 828-251-6394 E-mail Address: rdbryan(cr,dot.state.nc.us 2. Agent Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Company Affiliation: Mailing Address: Telephone Number: Fax Number: E-mail Address: Page I of 8 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: SR 1405 Upper Thomas Branch Road 2. T.I.P. or State Project Number. (NCDOT Only): 6.862288 3. Property Identification Number (Tax PIN): 4. Location County: Madison Nearest Town: Walnut Subdivision name (include phase/lot number): Directions to site (include road numbers, landmarks, etc.): SR1405 is located off of US 25/70 at Walnut. 5. Site coordinates, if available (UTM or Lat/Long): 35 51'26"N 82 43'45"W (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Describe the existing land use or condition of the site at the time of this application: Existing secondary road 7. Property size (acres): 3.2 8. Nearest body of water (stream/river/sound/ocean/lake): UT's to Thomas Branch 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/mals/.) 10. Describe the purpose of the proposed work: We propose to grade, drain, base, pave and install erosion control measures for SR 1405 (Upper Thomas Branch Road). We propose to Page 2 of 8 extend one existing culvert on an UT to Thomas Branch. Total stream impact will be 30 linear feet The culvert will be installed to insure aquatic life passage within the streams. 11. List the type of equipment to be used to construct the project: Excavator, backhoe, and trucks. 12. Describe the land use in the vicinity of this project: Rural farms, and wooded. IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. N/A V. Future Project Plans Are any additional permit requests anticipated for this project in the future? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application: No no future plans VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Wetland Impacts Wetland Impact Area of Located within Distance to Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland*** (indicate on ma) (acres) (es/no) (linear feet) Page 3 of 8 N/A * List each impact separately and identify temporary impacts. impacts mcluae, but are not umitea to: mecnamzeu cteanng, graumg, nu, 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: rwww.fema.ov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) List the total acreage (estimated) of existing wetlands on the property: 0.0 Total area of wetland impact proposed: 0.0 2. Stream Impacts, including all intermittent and perennial streams Stream Impact Site Number indicate on ma) Type of Impact* Length of Impact linear feet) Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? leasespecify) 12+19 Culvert 30 UT to Thomas Branch 1 P * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and assoctatea 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 I-800-358-9616, or online at www.usgs.yov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tol2ozone.com, www.mapquest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 30 feet. 3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water of the U.S. Page 4 of 8 Open Water Impact Site Number (indicate on ma) Type of Impact* Area of Impact (acres) (if Name applicable) Wateplicabllee) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) N/A * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 4. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Size of watershed draining to pond: Expected pond surface area: VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. The existing secondary road must be improved to meet current safety standards for paved roads. The culvert extension requested is the minimum necessary to establish an appropriate typical section for the roadway. Riparian vegetation will be established on disturbed areas associated with the project construction. Whenever streams parallel the existing roadway, widening will occur on the side opposite the stream. When present, wet ditches may be relocated to a new vegetated ditch of similar dimension, pattern, and profile. Appropriate erosion control measures will be installed along the stream for protection during road construction. VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to Page 5 of 8 freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at littp://li2o.enr.state.nc.us/ncwetlands/strmaide.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 littp://li2o.eiir.state.nc.us..fwrp/index.htni. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): Page 6 of 8 IX. Environmental Documentation (DWQ Only) Does the project involve an expenditure of public funds or the use of public (federal/state/local) land? Yes X No ? If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ? No X If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No ? X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ? No X If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact (square feet Multiplier Required Mitigation 1 3 2 1.5 Total * Zone I extends out 30 teet perpendicular from near oamc or cnannei; cone c 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 Page 7 of 8 Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0260. XI. Stormwater (DWQ Only) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. 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 30% of right of way acreage. Stormwater will be diverted through settling basins or grass lined buffers prior to entering the streams. XII. Sewage Disposal (DWQ Only) XIII. Violations (DWQ Only) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No X Is this an after-the-fact permit application? Yes ? No X XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). With regard to hazardous spill basins the road is not classified as an arterial route, therefore hazardous spill basins are not required -- 2 Agent's D s signature is valid only if an authorization letter from the applicant is Page 8 of 8 N Vicinity Map: SR 1405, Upper Thomas Branch Road, Madison County, NC (Marshall Quadrangle, Scale 1:24000). N.C. DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS SECONDARY ROAD SURVEY SUBJECT: S.R.1405 UPPER THOMAS BR. RD. LOCATION: FROM E.O.P. TO E.O.M. WORK TYPE: GRADE,DRAIN,BASE,PAVE&E.C. WORK ORDER: PRIORITY: 10 COUNTY: MADISON TOWNSHIP: NO.5 DATE:JUNE 28,2002 SCALE:I"=50' NOTES: R/W= 45' PREPARED BY: J.P.F. EROSION CONTROL DETAILS AND SPECIFICATIONS Std, Description 245.03 Temporary Silt Ditch---------------- 245.05 Temporary Diversion-------------- 893.01 Temporary silt fence------------- 890.05 245.01 245.02 892.04 895.10 892.01 892.02 897.01 894.01 245.04 896.01 Symbol TSD tee- ? Temporary Slope Drain with Earth Berm----- Silt Basin Type A------------------------------ Silt Basin Type B------------------------------ Temporary Rock Silt Check Type A----------- Temporary Rock Silt Check Type B----------- Temporary Rock Sediment Dom Type A------- Temporary Rock Sediment Dom Type B-------- -E? Rock Pipe Inlet Protection-------------------- Pipe Outlet Energy Dissopotor---------------- Ovalle Rock Silt Screen------------------------------- Stilling Basin------------------------------------ L"Iq Rock Inlet Protection: 896.02 896.03 Type A--------------------------------------- A & oas jw? Type 8---------------------------------------B U jm? Type C--------------------------------------- C Erosion Control Matting--------------- ECM Fiberglass Roving---------------------- FGR EROSION CONTROL, PLAN SHEET Silt fences and temporary silt ditches shall be installed after clearing and before grading. Temporary stone ditch checks shall be installed as soon as ditch-line is - established. Pipe outlet and inlet protection will be done as soon as the pipe is installed. Silt basins (Type B) will be constructed to the dimension of nine feet by three feet by two feet unless otherwise noted on plans. (See SB-9 on dimension sheet) Seeding and other permanent erosion control measures are to be implemented as soon as practical. Temporary rock silt checks (Type B) will be spaced as required by percent of grade. PIPE INSTALLATION NOTES 1) Install erosion control devices. In streams, where necessary, rock silt screens will be used. 2) Remove material and existing pipe while limiting, as much as possible, material and sediment from entering the stream and/or escaping from the prof ect. 3) Prepare pipe foundation while again taking care to limit, as much as possible, material and sediment from entering the stream and/or escaping from the project. Where possible, new grade will be below the existing streambed. If needed, bedding material will be clean stone. 4) Place the new pipe and compact backfill. 5) Install slope protection on outlet and inlet ends of pipe. Also complete installation of erosion control measures and perform maintenance as needed on existing measures. 6) Establish permanent vegetation as soon as possible. ROADWAY DITCH AND MEDIAN LINING GUIDELINES Percent of Grade Type of Linin(r Recommended 0 Straw and Tack 2 --?rosiori-Conrrol Martin' 3 4 Synthetic Roving 5 greater Scone VTTT. ?_ __t DESIGN FOR SILT BASIN Z ( S.B. 5 ) 7, 2' ( S.E NOT TO SCALE CHECK EVERY STORY EVENT AND CLEAN OUT WHEN HALF FULL 6010 CUBIC FEET PER ACRE ?? LENGTH OF DISTURBED AREA 100' 31 . K (: 2' (S 1 XY? llv? 2' (S iI j3' I 2' ( S.B. 28 ) LENGTH OF DISTURBED AREA 200' LENGTH OF DISTURBED AREA 300' LENGTH OF DISTURBED AREA 400' C661 `q?I'C I S£-IA N • 3 00 o •0• _ _ a • ri " O h CJ O O YV (D H p O (n C p O Q 0 m ^. vv 7 .? ° -p a r • ?? rn ,V I 4 O O i CD c ? =} 11{1= r..}. '+ 1;? pqp CD (Q 06- 0 D 0 1 1 Z 'l7 UI T 1 1 S C/1 (V O _0 ' cQ CD M0 0 aF 0~ -- r o ?CD _ _ C) d Id ? Ir -? ° TEMPORARY SILT DITCH: TSD 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 divertmnoff into sediment basins, temporary rock sediment dams, temporary rock silt?hecks and/or' other sedimentation control measures. Temporary silt ditches are approximately 1 ft: deep, 2:1 side slopes with an 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. VI-2 March, 1993 C661 `u?iElnl HA 15 18 6I I PASTURE I 3 ? I m N 1 ` I I 14 ?6 7 SHEET / FALLOW ANDREW JACK & IRENE DAVIS 101-362 i I IJ ? +58/9' LT. POLE I ? FALLOW N 13 -X5-S-8-W X I 7 7 LAWN I WELL +45/ I 12' GR. DR. C'30'-36" X X 12 90 l I 1 I3 ANDREW JACK & IRENE DAVIS 101-362 423 THOMAS BRAD. MARSHALL, N.C. 28753 I I 'o 10 Al? -F WILLIAM C. WILKINS 153-616 175-108 433 WALLER MILL RD. WILLIAMSBURG, VA. 23185 FALLOW 20 PASTURE 19 RICHARD & KIMELA DAVIS 190-353 xi 170 THOMAS BR.RD. x MARSHALL, N.C. 28753 m I IV) x 18 x Hl/ I x 17 7„ ANDREW JACK & IRENE DAVIS 101-362 I I PASTURE I6 15 I? II SHEET 2 FALLOW WILDWOOD LANDSCAPE CO. 247-336 C/O MICHAEL SCHUBERT 645 THOMAS BR. RD. MARSHALL,NC 28753 \ a \ 20'-36" C \\ 10',GR. DR. 9 7 18161 FALLOW 25 24 CHEYENNE & DEBRA EVANS 219-67 267-389 789 UPPER THOMAS BRAD. MARSHALL, N.C. 28753 23 22 21 20 PASTURE RICHARD & KIMELA DAVIS 190-353 PASTURE it i k I li 71 0 SHEET 3 EDWARD & PARMJITT RUBENSTEIN 177-282 255 SAGES WAY MARSHALL, N.C. 28753 17' 1 BARN l 1 +57 116' FALLOW +3 in 10' SOIL 9 t 71 i II C r x m x i 1/0 S.F. WILDWOOD LANDSCAPE CO. 24T-336 12" CMP T. 40' FALLOW S.F. 30 29 PASTURE 28 1 8 7 60'-18° CMP 11 /O- c ?o \ 20'-18' CMP EXT. 40' 10'-GR.DR. SHEET 4 THOMAS E & GEORGETTE MUSCUTT 238-222 800 THOMAS BR. RD. MARSHALL, N.C. 28753 e ? I 27 CHEYENNE & DEBRA EVANS 219-67 x 267-389 x PASTURE X 26 3 x P x I 1 I 5 1 y17 2 LAWN S. F. -R-W S. F. 10' GR. DR. (3 i[1 c 1/01 EDWARD & PARMJITT RUBENSTEIN 177-282 35 „ i MICHAEL & CYNTHIA KORLESKI I I FALLOW 3 /?`'t 20'-18' CMP REP. W. 60'-18' CMP 7 9 I I I I I I I 33 •I CHEYENNE & DEBRA EVANS 219-67 267-389 32 Q FALLOW 31 ?6 o? ?I 50'-15' CMP II 30 --i8 MICHAEL & CYNTHIA KORLESKI 226-755 1007 ORIONS REACH RD. MARSHALL, N.C. 28753 WOODS SHEET 5 Off. OP. O? I I 78'-60' CMP .v: JASON & KIMBERLY MERTON DB. PG. 71 JAYSON'S WAY MARSHALL, N.C. 28753 9I IX X X r e , .5r Ix +X 711 THOMAS E & GEORGETTE MUSCUTT 238-222 LAWN 40 39 Ix r X? m x x MTL. GATE I 1 I 38 ' FALLOW I 37 3 16 MICHAEL & CYNTHIA KORLESKI 226-755 1007 ORIONS REACH RD. MARSHALL, N.C. 28753 , 36 FALLOW 35 Ijll WOODS 18 ? x1l CIO it . I I SHEET6 B-NX FALLOW MICHAEL & CYNTHIA KORLESKI 226-755 1007 ORIONS REACH RD. MARSHALL, N.C. 28753 FALLOW SHEET 7 MICHAEL & CYNTHIA KORLESKI 226-755 1007 ORIONS REACH RD. MARSHALL, N.C. 28753 42 077 110'-3 MP \ 41 \`?3 LAWN \ 1 i 3 3 w 4{n L 40 I JA 41+64 END PROJ. 2 3 I ? ?? I 1 MICHAEL & CYNTHIA KORLESKI 226-755 1007 ORIONS REACH RD. MARSHALL, N.C. 28753 FALLOW 1 ? \ 1 N?LNUT MOUNTAINS I /i 1. 1 3 r S?. I yo ! 4 PAVE-:- i• i .1 1 1{04 lam i 30 ! t'.) ! \ W 1409 1 110 / ; • ?°?i° IP ° I W • r Ia S I % •• / 1. . M _? 1 221 1147 ! '? liaa i •1 Isl II / 1403 ,• \ / 110 .20 •? 1381 •'O .60 11{I / 1143 11!0 .40 3 / 1142 i BKRNARO 1 7 ll KNOB Z30 /•.i • 1 1??9 1 1139 4C 14= its lob i 1137 m iL