Loading...
HomeMy WebLinkAbout20040203 Ver 1_Complete File_20040211040203 i ? f i r ? Y? tt i bif "74 '.?1 ?\<''"yi`1 'r Jlt?f?l ?w?r ??."°`?`'?' r?.., ??f•. ` • y• a ?t ?++'1•. Y? ?,"CY?"n? 3Xy. .' ? v r ?Pii?i?'ts ? •,?. 4' ??+6`?' +it?? u p'strea m PW 14 v , W-- guardrail & shoulder t 3 ,54 9' O t• ) V 1k• ?. it ?4._.i t' ? S.' •'f r Ali Aq5 r. ?$ n ,.t ? ?''1 n 3 ? 4` ham` "F?,yY.Ak b ? f ? '•? 4 ? K t„ ?: ,9??? ?jr q p. fr ttn"" T rr ' a - t l-. *• +ci.. ? . v a, ?. •t.ty ? 4J '. r `•-rc. 1. sy as ',W', C down'stream fi"1,y1yttl3?`.-c r ..df 'r`" J S a \v j?c J. 4, NOTE: This channel is not a natural channel A., f \ NA TF Michael F. Easley; Governor 0 R William G. Ross Jr., Secretary `0? QG North Carolina Department of Environment and Natural Resources Cr? r Alan W. Klimek, P.E. Director Division of Water Quality February 17, 2004 Montgomery County DWQ Project No. 040203 Replacement of cross pipe on NC 73 APPROVAL of 401 Water Quality Certification with Additional Conditions Mr. Timothy Johnson, P.E., Division Engineer NCDOT Division 8 P.O. Box 1067 Aberdeen, North Carolina 28315 Dear Mr. Johnson: You have our approval, in accordance with the attached conditions and those listed below, to incur 70 linear feet of permanent impacts to an unnamed tributary to Richland Creek in order to replace a cross pipe on NC 73 in Montgomery County. The project will be constructed in accordance with your application dated February 4, 2004 (received February 11, 2004). After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Nos. 3366 and 3404 corresponding to the U.S. Army Corps of Engineers Nationwide •PermitNumbers 33 and 14. In addition, you should acquire any other federal,, state or local permits before you proceed with your project including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. This approval will expire with the accompanying §404 permit unless otherwise. specified in the Water Quality Certification. This approval is only valid for the purpose and design that you described in your application except as modified below. If you change your project, you must notify us in writing, and you may be required to send us a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, or if stream impacts exceed 150 linear feet, compensatory mitigation may be required as described in 15A NCAC 211.0506 (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. Erosion and sediment control practices must be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices in order to protect surface water standards: ¦ The erosion and sediment control measures for the project must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual. ¦ The design, installation, operation, and maintenance of the sediment and erosion control measures must be such that they equal, or exceed, the requirements specified in the most recent version' of the North Carolina Sediment and Erosion Control. Manual. The devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the project. ¦ If there are borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Surface Mining Manual. 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), hnp://h2o.enr.state.nc.us/nowetiands/ Mr. Timothy Johnson, P.E. DWQ 040203 February 17, 2004 ¦ Any reclamation measures and implementation must comply with the reclamation in accordance with the requirements of the Sedimentation Pollution Control Act. 2. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas - beyond the footprint of the impacts depicted in the Preconstruction Notice Application. All construction activities, including the design, installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be performed so that no violations of state water quality standards, statutes, or rules occur. 3. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and the natural grade restored within six months of the date that the Division of Land Resources has released the project. 4. NCDOT is encouraged to use onsite vegetation and materials for streambank stabilization when practicable. 5. Riparian. vegetation must be reestablished within the construction limits of the project by the end of the growing season following completion of construction. 6. Stormwater should be directed to vegetated buffer areas, grass lined ditches or other means appropriate to the site for the purpose of pre-treating <stormwater runoff, and must not be routed directly into streams. Mowing of existing vegetated buffers is strongly discouraged, so that they may be utilized for stormwater sheet flow. 7. Where fish passage is present or where significant aquatic life may be present upstream (and where practicable), culverts should be oversized and buried to prevent perched culverts. If oversized piping cannot restore aquatic life; passage by reconnecting the stream ecosystem, riprap installation should be accomplished in a manner to provide or restore water channels downstream to help facilitate aquatic life movement. 8. Where: practicable; culverts that are less than 48-inch in`.diameter should be buried to a depth equal to or greater than 20% of their size to allow for aquatic life passage. Culverts that are 48- inch in diameter or larger should be buried at least 12 inches below the stream bottom to allow natural stream bottom material to become established in the culvert following installation and to provide aquatic life passage during periods of low flow. These measurements must be based on natural thalweg depths. This may require increasing the size of the culvert to meet flow conveyance requirements. If any of the existing pipes are perched, they shall be removed and replaced, and re-installed correctly, unless demonstrated that this is topographically unfeasible. All waters must flow through without freefalling or damming on either end of the culverts during low flow conditions, to maintain aquatic life and/or fish passage. 9. _ The dimension, pattern and profile of the stream, above and below the crossing, should not be modified by widening the stream channel or reducing the stream depth. Disturbed floodplains and streams should be restored to natural, geomorphic conditions. 10. Riprap should be minimized and installed in a manner so. as not interfere with aquatic life passage during low flow conditions. Riprap placed for bank stabilization should be limited to the streambank below the high water mark and vegetation should be used for stabilization above the high water mark. 11. If concrete is used, work must be accomplished so the wet concrete does not contact the stream water. This will lessen the chance of altering the stream's water chemistry and causing a fish kill. 12. Heavy equipment must be operated from the banks rather than in the stream channel in order to minimize sedimentation and reduce the likelihood of introducing other pollutants into the stream. 13. 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. Mr. Timothy Johnson, P.E. DWQ 040203 February 17, 2004 14. 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. 15. Removal of vegetation and grading and backfilling at the stream crossing and adjacent:to stream should be minimized. Native trees and shrubs should be planted along the streambank to reestablish the riparian zone and provide long-term erosion control and cover for fish and wildlife in the vicinity of the road crossing and along the streams within the dedicated rights of way. Backfill materials should be obtained from upland sites. 16. All work shall be performed during low flow conditions. 17. 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 NCDOT is strongly advised to send in photographs upstream and downstream of each structure to document correct installation. 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 unlessyou ask for a hearing. This letter completes the review of the Division of Water Quality?,under Section 401 of the Clean Water Act. If you have any questions, please telephone Ms. Cynthia Van Der Wiele at 919.733.5715 or Mr. Michael Parker of the Mooresville Regional Office at 704.663.1699. S• ly, Alan W. Klimek, P.E. Attachment Pc: Wilmington District Corps of Engineers Richard Spencer, USACE Wilmington Field Office NCDWQ Mooresville Regional Office Central Files File Copy 401 ISSUED ? FILE COPY STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY DIVISION OF HIGHWAYS LYNDO TIPPETT GOVERNOR SECRETARY February 04, 2004 Richard K. Spencer cc: Mr. Rob Ridings Regulatory Division NCDWQ U.S. Army Corps of Engineers 401 Wetlands Unit P.O. Box 1890 1630 Mail Service Center Wilmington, NC 28402-1890 040203 Raleigh, NC 27699-1630 Subject: Nationwide Permit:#14 & #33 WETLANDS/ 401 GROUP SR: Hwy. NC 73 County: Montgomery County Project: 8B.201911 (DWQ Permit Fee $200) FEB 1 z 2004 Mr. Spencer: The North Carolina Department of Transportation Highway Division 8 is requesting Nationwi?l1?T?rECTIQN 14 and 33 for project 8B.201911 on NC Hwy 73 in Montgomery County. The proposed project will extend existing deficient crossing pipe in order to widen the shoulder and improve safety at the intersection of NC 73 and SR-1112. The extension will be as follows: Site 1) An additional 20ft of 66" x 51" CMP will be joined to the existing culvert. 50ft of channel realignment will also be needed to improve the hydraulic flow into the pipe. This pipe is located under the intersection of NC 73 and SR-1112 in Montgomery County. The pipe extension is needed to allow us to increase the road shoulder width at this location. The existing narrow shoulder and resulting tight turn radius has caused repeated damaged to the guardrails by large trucks turning at this intersection. The total percentage of impervious surface within the project area will remain at less than 30%. All erosion control devices will be appropriate to the location and in compliance with the current version of the NCDOT Best Management Practices manual. There are no wetlands, HQW or OWR located within the project areas. The pipe extension is located on Richland Creek, a class WS-IV b stream in the Yadkin River basin. The total permanent stream impacts for this project will consist of 70 ft. including the realignment and dewatering. Construction will be done under dry conditions whenever possible. There were no threatened or endangered species observed within the project area. If you require any additional information, please contact me. N, YMFN T Sincerely, R Crj V ED Art C. King Division Environmental Officer, Highway Division 8 cc: Tim Johnson, PE T.F. Welch, PE P.O. BOX 1067, ABERDEEN NORTH CAROLINA 28315 PHONE (910) 944-2344 FAX (910) 944-5623 e.,s STATE' u STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY P.O. BOX 25201, RALEIGH, N.C. 27611-5201 LYNDO TIPPETT GOVERNOR SECRETARY September 29, 2004 North Carolina Division of Water Quality 401 /Wetlands Unit OCT 0 5 2004 U 1621Mail Service Center Raleigh, NC 27699-1621 WETLAN °ENR - WATER QUALITY DS AND STORA#WATER BRANCH Reference: DWQ Project No. 040203 NCDOT/NC 73 Montgomery County Dear Sir or Madam: Attached is certification of completion for the work performed under the above referenced permit. The certification is signed by our field agent. If additional information is required please advise. Sincerely, ?s?ti,,4.,ny Timothy hnson P.E. Division Engineer Attachment cc: Tim Welch, PE Barry Harrington Art King File DIVISION 8, P. O. BOX 1067, ABERDEEN, NC 28315 Telephone: (910) 944-2344 Fax: (910) 944-5623 e V .: OF wAP, 1 Ile .0 4?G bm r Q a s`r7;,tci „ 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.: Oa 03 County: fy) 10 n1g0f1V Applicant: iii- po- . -T;.r. 1]- oknson , ?E OtvlSIOZ( 8 Project Name: WC '13 Date of Issuance of 401 Water Quality Certification: Fsb r v o,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 1, hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature: Date: Agent's Certification I, --J? F Wr: L CN , 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 lans and specifications, and other supporting materials. Signature: M? Date: 9- Z3 _ 01- 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_materi:als. 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), hftp://h2o.enr.state.nc.us/ncwetlands/ fZDnN x Office Use Only: Form Version October 2001 04020 USACE Action ID No. DWQ No. If any particular item is not app 'cab e to ,,_Ws proje please enter "Not Applicable" or "N/A" rather than leaving the space blank. I. Processing E WETLANDS / 401 GROUP I 1. Check all of the approval(s) requested or this COPY project: FEB 1 1 2004 ® Section 404 Permit ? Section 10 Permit WATER QUALITY SECTION ® 401 Water Quality Certification ? Riparian or Watershed Buffer Rules 2. Nationwide, Regional or General Permit Number(s) Requested: 14 & 33 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: '? 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (see section VIII - Mitigation), check here: ? H. Applicant Information 1. Owner/Applicant Information Name: North Carolina Department of Transportation Mailing Address: Timothy Johnson, P.E. Division Engineer North Carolina Department of Transportation. Division 8 P.O. Box 1067 Aberdeen, North Carolina 28315 Telephone Number: (910) 944-2344 Fax Number: 910 944-5623 E-mail Address: TJohnson&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: T. F. Welch PE Company Affiliation: NC Department of Transportation Mailing Address: PO Box 289 Siler Citv NC 27344 Telephone Number:_ 919) 742-5649 Fax Number: (919 663-0214 E-mail Address: -twelchnadot.state.nc us L ? ? / yi 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 NC 73 Montgoome County 2. T.I.P. Project Number or State Project Number (NCDOT Only): 813.201911 3. Property Identification Number (Tax PIN): N/A 4. Location County : Montgomery Nearest Town: Pee Dee Subdivision name (include phase/lot number): N/A Directions to site (include road numbers, landmarks, etc.): From Pee Dee follow NC 73 NW approx. 1 mile. Culvert is located at the intersection of NC 73 & SR 1112 5. Site coordinates, if available (UTM or LaVT ong): N 35* 16.06' W 80* 2.56' (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 7. Property size (acres): N/A 8. Nearest body of water (stream/river/sound/ocean/lake): Richland creek Class WS-IV bl 9. River Basin: Yadkin-Pee Dee (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h?o.enr.state.nc.us/admin/maps/.) _6 10. Describe the purpose of the proposed work: Extend existing 3'x 4' Concrete Culvert with 20' of 66" x 51" CUT. 11. List the type of equipment to be used to construct the project: Excavator 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. N/A 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 stream (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. -7- V== 1. Wetland Impacts Wetland Impact Site Number indicate on ma Type of Impact* Area of Impact acres Located within 100-year Fooodplain** es/no Distance to Nearest Stream linear feet Type of Wetland*** None - Lisa each impact separatery and identity 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 1ittp;/hvl\1C tema.ac?v. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay,.bog, etc.) List the total acreage (estimated) of existing wetlands on the property: Total area of wetland impact proposed: 2. Stream Impacts, including all intermittent and perennial streams Stream Impact Site Number indicate on ma Type of Impact* Length of Impact linear feet Stream Name** Average Width of Stream. Before Impact Perennial or Intermittent? leasespecify) Perm. pipe 20 ft UT to Richland Creek 2.5 ft Intermittent realignment 50 ft * 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 «NiNiv.uses.co?. Several internet sites also allow direct download and printing of USGS maps (e.g., ?NiAi vtopozone.com, xxw\%.mapquest.com, eta). Cumulative impacts (linear distance in feet) to all streams on site: 70' -8- 3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water of the U.S. Open Water Impact Site Number indicate on ma Type of Impact* Area of Impact acres Name ofWaterbody (if applicable) Type of Waterbody (lake, pond, estuary, sound, -bay, ocean, etc. None last 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.): N/A 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. N/A 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. -9- r" USACE In accordancewith the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment' are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://h2o. enr. state. nc.us/ncwetlands/strmctide. 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. NIA 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 hq://h2o.enr.state.ne.us/Amr inde .hnn. 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): ro IX. Environmental Documentation (DWQ Only) Does the project involve an expenditure of public funds or the use of public (federal/state/local) land? Yes ® No ? If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ? No If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No ? X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify,)? Yes ? No ® If you answered "yes", provide the following information: 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 [one 1 extends out 30 teet 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 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. Neither the current impervious cover (asphalt paveffient) nor the new proms impervious cover (asphalt pavement) will exceed 30% of the total site area. Erosion control devices appropriate to the site will be utilized on this project which may include silt fences, check dams and storm water retaining basins. 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 1®Q Wetland Rules (1 SA 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). -J Pwg- 2-,5 -44 Applicant/Aga's Ygnature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) -12- a2 : ?•so _ ,22' j N A T I O t _j / / \( L;wr. noel 113 ?-P240 v 10: 34' 2, 237-- / •s/ 6' t6. J ?? -• e ,.' I N Y p 00, C i- 79 F O R,,?<E 5 81 80 52 d ti - 210 ,seo m 64?.?• c0 ? 3'•?J \55 ? I I _ L 381 i• ?? i', - )Ub - a 111 • 1?i ??? t 0 ' 1-0 l`i __ /fi 0 _ O O • 3-0 loMuade Copytiot 0 1190 Morse Yaiaout0, 103 04096 Source Data: 9803 1 1000 ft Scale: 1 : 25,000 Detail: 13-0 Datum: 14886 I I I I ExlaNhq / } PROPOSED STREAM DETAIL S/ r I 1 f S / J I J i I 1 r r r l I r I I I 1 I r I I I ti r I I VPrgoaW 66 -61 - Arch Plpll Ext. I Cavrae Cylor 6. rammed ;r/ do#el 1 / r J / r "0' ?f r 1 Irnerdnav Stream / f 1 1 1 / / r ? 1 f Proposed Stream l I r I 1 I I 1 3'x4' RC Box Culvert LE*xtens1cn SR 1112 1 Nc -1'i i \3x4 culvert ext near nc 73.dgn 01;13;04 08:02:40 AM Q\8 ?? A 0 i ;IC CU ?? o P, S Atia g A S tc b ' e•anC,ete xs? Cm?14? G f*1 P ? ? I I GXi S?'?nt,. 3'xy? C ? r+ G r c'?'?, c„1ve?fi i M ? ;r) 1 . INSTALL TEMP' Beg", a1YERT STREW €Lpw aY F u N\pi N g WATER ARou xD W oRK AREA RoQ JL?IM' CCN'Aiti=D A.:?4 I cl -, ?TK G}{ E+XISTtNG CULVERT INSTALL ly- , EXCp,VA?E 0R+fRoPosF-a Ndw NM 1JV ,Y; I _ ti0 CAL Mo6+cjomer., r r.. _4- O Y n O S" N35 175'f ?? __ '' ? • ? ? f ? - ?,? I 649 k 44 F I A , ` / A?lt1r n ;/? \ - 1 7 f?Y 5a x Stol F Ch . --1135 -16 5ti- u, zi. ' Ch' loll o• 1 ry ?. C h 7 ? - - x448 1 ; - rl? f Mt Zion % v 1 • , y ' n ' ?• - _? .?- - _ - ' 7'-?-fry t N35` 16 _. -r ? .-_? _- I! . . / 00 1 i .Pee OR $14 A ft at I' . • ` . , ' .. - ------ 0 _ - - - N35`16.5' f / _ -.-?--` , . - _ __ II i t - ? _ O r ? D. i b0 71 r f q !? •? n ?? Lick l cull g r a i /i ; I , ? , , , I 11 •, v / I Sp, r ? ? h -?/ f .. N35 15 , ?`•--'-'-- "'- %? ! - ..4r.11&T?' I \. `y tl lv,, -U? ?` 7; K ? F ? l -Nzll C1,J'fC-?i? C v ,_ _ ? ? ??„ ? ? ` ? ` ? ?? ?? ? ?? fi' ^ `"1 r' ? ? r ?( ? ???? ( I i ? 1 ? ? ? .>•?? 1 txi?3{? ?, ?'4r t ' ? r? _ •?s -?` ? . / ? i, ?? ? r ? 'u ?; r L s v , 1\ 1#'?"U' f i A . _ o , 1 _ IJ 1 \ I, ` l .. 'r? O? - \ 4 -34 - 5x14 3-D TopoQuads Copyright D 1999 DeLorme Yarmouth, HE 04096 Source Data: OSGS F--1000 ft Scale: 1 : 25,000 Detail: 19-u Datum: sesss 040203 o: ,,? (J: ?, o XNr2 I'. N 0 X705 0 0 o I - ? - - N35` 17.6 ': ---- _ - 417 , Y r 6 ,? i. I 44 k ^ 44 r 1 \ N3 rr ! Shelter - RR 39111- i n f t' nth r , _ -?'? ? \\ l; I r 77 ?b 34 x St P N35 165' ony v i X 448 ZIM .. L X69 - - N35 1.6' ? '., b r r' X {1 'Park 4'? OR974. \ l" F Oi k Lic f r , O \=- ` c( I R I , 4k ' r ;r' v r 11 ?i ? _,; y ILL _3Qti 3-D Topoguads Copyright 0 1999 DeLorme Yarmouth, 19 09095 Source data: uses I---1000 ft Scale: 1 : 25,900 Deta11: 13-u uatum: leans "`f U103