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HomeMy WebLinkAbout20041990 Ver 1_Complete File_20041214\o?QF vv n f F9QG ? r O 'C DWQ Project No.: 041990 County: Cherokee Applicant: J. B. Setzer PE NC Dept of Transportation Project Name: Wells Connector Date of Issuance of 401 Water Quality Certification: January 10, 2005 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 q?G 79200. 5 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: Agent's Certification I, PH 14IT f w ,? /? I `?' Ooec , 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 sub n 'al co liance and intent of the 401 Water Quality Certification and Buffer Rules, the approv s e ' tions, and other supporting materials. Signature: Date: V'' /7-200 7 If this project was designed by a Certified Professional I, , as a duly registered Professional (i.e., Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project, for the Permitee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature Registration No. Date: roncnaur r. catsmy, vuvurnor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality 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/ of wATt ?N 61 DU? chael F. Easley, Governor G. Ross.1r., Secretary of Environm d Natural Resources A O . -c 9 ?]an k, Y.E. Director P Divi Water Quality ry I 00A Chute C'ounZO DWQ Project*. 041990 (Wells nector) APPROVAL of 401 Water Quality Certification with Additional Conditions Mr. J. B. Setzer, P.E. Division Engineer N C Department of Transportation 253 Webster Road Sylva, North Carolina 28779 Dear Mr. Setzer: You have our approval, in accordance with the attached conditions and those listed below, to replace the existing 90 linear feet of culvert in an unnamed tributary to the Valley River (replace existing 90 linear feet of pipe with 70 linear feet of new pipe), in order to construct a new road know as the Wells Connector in Cherokee County. The project should be constructed in accordance with your application dated December 7, 2004 (received December 14, 2004), including the environmental comments made in the application letter. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification No. 3404, corresponding to the U.S. Army Corps of Engineers Nationwide Permit Number 14. In addition, you must 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 valid solely for the purpose and design described in your application (unless modified below). Should your project change, you must notify the DWQ in writing and submit 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 the conditions. If total wetland fills for this project (now or in the future) exceed one acre, or if total impacts to streams (now or in the future) 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. 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 waters standards: a. 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. b. 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. c. For 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. One N(,t thCarolina ?t /nfuHn//ri North Carolina Division Of Water Quality 2090 U S. Ihghway 70 Swannanoa, N('28778 Phone (S28) 296-4500 Customer Service Internet: h2o.enr.state. nc.us FAX (828) 299-7043 1-877-623-6748 An Equal Opportunity/Affirmative Action Employer North Carolina Mr. J, B. Setzer, P.E. January 10, 2004 Page Two d. 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 Quality has released the project. 4. In-stream construction work is prohibited during the sicklefin redhorse spawning season of April 1 through June 15 to protect early life stages of this fish in downstream waters from sediment and turbidity. 5. The NCDOT shall use Best Management Practices for the Protection of Surface Waters (NCDOT August 2003) and Sedimentation and Erosion Control Guidelines for Sensitive Watersheds [15A NCAC 413 .0124 (a)-(e)l. Temporary or permanent herbaceous vegetation should be planted on all bare soil within 10 days of ground disturbing activities to provide long-term erosion control. Erosion control mating should be used in conjunction with appropriate seeding on disturbed soils instep slope and riparian areas. Matting should be secured in place with stables or wherever possible, live stakes of native trees. Tall fescue should not be used in riparian areas. Riparian vegetation must be reestablished within the construction limits of the project by the end of the growing season following completion of construction. 6. 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 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. 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. 7. Rock check dams at culvert outlets should be removed at the project completion to avoid impeding the movement of aquatic life. 8. The dimension, pattern and profile of the stream, above and below the culverts, 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. 9. Stormwater shall 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 diffuse flow. 10. Removal of vegetation at the stream crossing and adjacent to streams should be minimized. Native trees and shrubs (e.g. Rhododendron, dog hobble, willows, alders, sycamores, dogwoods, black walnut and red maple) should be planted along the streambank to reestablish the riparian zone and to provide long-term erosion control in the vicinity of the road crossing and along the streams within dedicated rights of way. 11. Any 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 elevation. Riprap should not be place in stream channels in such a manner that it impedes aquatic life passage. 12. Heavy equipment must be operated from the banks rather than in the stream channel in order to minimize sedimentation and to 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. 14. Excavation of the stream crossings and relocations should be conducted in the dry, if possible. Sandbags, cofferdams, flexible pipe or other diversion strictures should be used to minimize excavation in flowing water. 15. If concrete is used during culvert construction (e.g., headwalls), a dry work area should be maintained to prevent direct contact between curing concrete and stream water. Water that inadvertently contacts uncured concrete should not be discharged to surface waters due to the potential for fish kills. 16. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is strictly prohibited. 17. 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. In-stream dredging has catastrophic effects on aquatic life, and disturbance of the natural form of the stream channel will likely cause downstream erosion problems, possibly affecting other landowners. Mr. J? B. Setzer. P.E. January 10, 2004 Page Three 18. This certification does not authorize the discharge of waste rock and dirt into the stream or riparian zone except for permitted areas associated with the culvert extensions. 19. All work shall be performed during low flow conditions (below bankfull). 20. 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 Transportation Permitting Unit of the NC Division of Water Quality upon completion of the project. The 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, which 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 Mr. Mike Parker of the Asheville Regional Office at 828.296.4500. Attachment Sincerely, F-Alan W. Klimek, P.E. cc: Wilmington District, US Army Corps of Engineers Mark Davis, Division 14, DEO Ed Ingle, Roadside Environmental Angie Pennock, USACE Asheville Field Office 1--1`ransportation Permitting Unit Mike Parker, Asheville Regional Office U4.1 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY GOVERNOR December 7, 2004 041990 Ms. Angie Pennock, NCDOT Regulatory Project Manager U.S. Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville NC 28801-2714 LYNDO TIPPETT SECRETARY Qr=2c??oe?p DEC 7 4 2004 WERMI)iAWSTMMM 9 BRMAN lli Subject: Nationwide Permit 14 Application C?I Proposed Secondary Road Construction Wells Connector (new project) in Murphy, NC, Cherokee County. State Project No. 36655 (DWQ Minor Permit Fee $200) Dear Ms. Pennock: The North Carolina Department of Transportation (NCDOT) is proposing to construct a new connector road between US 19 Bypass and US 19 Business, the Wells Connector, in Murphy, Cherokee County. This proposal entails constructing a 36-foot roadbed, including two 12-foot lanes with 2.5-foot curb and gutter and a 3.5-foot grassed shoulder on each side. In order to accomplish this work, NCDOT is requesting permission to replace one CMP culvert in an unnamed tributary to Valley River. Funds have been issued for this project, and NCDOT would like to perform these activities early in the 2005 calendar year. I am attaching details of the site where we propose to be in conflict with the stream. I am also attaching a vicinity map as well as a USGS map with this site shown with its coordinates listed. We propose to install the new culvert slightly below the existing streambed elevations where bedrock is not encountered to minimize impacts to wildlife habitats and allow the existing stream gradients to remain as unchanged as is physically possible. The North Carolina Natural Heritage Database was checked for records of threatened and endangered species. There are no records of threatened or endangered species from the confluence with the Valley River to Hiwassee Lake. The scope of the project is limited and the net result will be a reduction of the impact to the unnamed tributary. The stream has been degraded over the years resulting in deposition of sediments. The stream goes underground upstream of the proposed culvert and flows on the surface only after rain Andrews District Office 191 Robbinsville Road, Andrews, N. C. 28901 Phone: (828) 3214105 Fax: (828) 321-3228 ., events. Therefore, aquatic habitat is very limited. For these reasons, this project will have "no effect" on threatened or endangered species. Impacts to historic or cultural resources are not anticipated. If the State Historic Preservation Office (SHPO) and the Office of State Archaeology determines that further investigations are required, NCDOT will conduct the appropriate site investigations and obtain compliance from SHPO prior to project construction. Best management practices will be used to minimize and control sedimentation and erosion on this project. The construction foreman will review all erosion control measures daily to ensure sedimentation and erosion is being effectively controlled. If the planned devices are not functioning as intended, they will be immediately replaced with better devices. The erosion control devices will be in place prior to pipe culvert construction and will remain in place until the project is stabilized. Impacts to Waters of the United States The unnamed tributary is a 1" order stream and does not appear on the USGS topographic map for the area. There is a defined channel and substrate that is devoid of plants. There is stream flow present above the culvert at the point the flow goes under the substrate. During and after rain events, there is water that flows over the substrate. For these reasons, we have determined that the unnamed tributary should be subject to jurisdiction of the United States Army Corps of Engineers. In order to complete the above-mentioned improvements in Cherokee County, it will be necessary to impact waters of the United States in the Hiwassee River Basin. Specifically, NCDOT is requesting to replace a corrugated metal pipe culvert in an unnamed tributary to Valley River (Class C-Trout). Listed below is a summary of the proposed impacts. Station Existing Condition Proposed Condition Net Impact Site # 1, Sta. 10+90 90' x 36" CMP 70' x 48" CMP -20 feet Total net impact is 20-foot reduction. Permits Requested NCDOT is hereby requesting authorization under NWP 14 and Section 404 of the Clean Water Act to proceed with the construction project outlined above. By copy of this letter, I am asking Mr. Dave McHenry, Mountain Regional Coordinator, of the North Carolina Wildlife Resources Commission (NCWRC) to comment directly to you concerning the 404 Nationwide Permit Request. Also, by copy of this letter, I am requesting authorization to proceed under Section 401 of the Clean Water Act from the North Carolina Department of Environment and Natural Resources (DENR), Division of Water Quality (DWQ). In addition, I am asking Mr. McHenry and Mr. Ed Ingle (NCDOT) to comment directly to me concerning this permit request. Mitigation Credit Requested This project will result in a net reduction of 20 feet to a jurisdictional stream. Therefore, we request that stream mitigation credit be given for this reduction at a ratio of 1:1 or 20 feet of mitigation credit for the reduction. Again, we would like to proceed with this project during early 2005. If you require additional information, please contact me at (828) 321-4105. Your early review and consideration will be greatly appreciated. Very truly, Philip W. oore Assistant District Engineer Copy: Mr. John Hennessy, DWQ, DENR, Raleigh (7 copies) Mr. Mike Parker, DWQ, DENR, Asheville Mr. Dave McHenry, Mountain Regional Coordinator, NCWRC Mr. Mike Goodson, PE, Regional Engineer, LQS, DLR, DENR Mr. J. B. Setzer, PE, Division Engineer, NCDOT Mr. W. T. Grindstaff, District Engineer, NCDOT Mr. Mark Davis, Division Environmental Officer, NCDOT Mr. E. L. Ingle, Roadside Environmental Field Operations Engineer, NCDOT 30 000 FEET Murphy Quadrangle Wells Connector Project Cherokee County STREAM IMPACTS Site Existing Condition Proposed Condition Net Impacts Latitude/ Longitude Site # 1 90' x 36" CMP 70'x 48" CMP 20' reduction 35' 06.36' / 84' 00.76' 20 linear feet total impact reduction Z 0 V W W 0 W V Z ,?, ?'r. ??>.'?:. t i ???? ?? ?- ,,?,t, , n, ?? ?,?? ,?,,? : ? .,• ??'?:?a?r?a`•' i ' ! '. t !! t t 1 f !? ?, ^+b?l ?.° ? vaav rr aka. aYv vuuva .al----. ti. si ?....? 4..E: '., ? i - J O OF \ NA TFR QG 1 J INN 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 Wells Connector, Murphy, Cherokee County 01 NpRfH z, Q 7 2 O b?hfoi R^„s*° NCDOT Division 14, District III Prepared by: Philip W. Moore Assistant District Engineer Page 1 Office Use Only: Fonn Version October 2001 USACE Action ID No. DWQ No. If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than leaving the space blank. 1. Processing 1. Check all of the approval(s) requested for this project: ® Section 404 Permit ? Section 10 Permit ® 401 Water Quality Certification ? Riparian or Watershed Buffer Rules 2. Nationwide, Regional or General Permit Number(s) Requested: 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? N/A 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (see section VIII - Mitigation), check here: ? N/A II. Applicant Information Owner/Applicant Information Name: North Carolina Department of Transportation (NCDOT) Mailing Address: 191 Robbinsville Road Andrews, NC 28901 Telephone Number: 828.321.4105 Fax Number: 828.321.3228 E-mail Address: pwmoore((Wot.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: Philip W. Moore Company Affiliation: Assistant District Engineer Mailing Address: (same as above) Telephone Number: Fax Number: E-mail Address: Page 2 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: Wells Connector 2. T.I.P. Project Number or State Project Number (NCDOT Only): 36655 3. Property Identification Number (Tax PIN) N/A 4. Location County: Cherokee Nearest Town: Murphy Subdivision name (include phase/lot number): N/A Directions to site (include road numbers, landmarks, etc.): Take US 74 E from Wavnesville to Murphy. Right at Wal-Mart light onto US 19 Bus. 0.1 mile then left at flashing light to continue on US 19 Bus. Site is 0.3 miles on left. 5. Site coordinates, if available (UTM or Lat/Long): 35^ 06.36' / 84^ 00.76' (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: Grassed fields. 7. Property size (acres): 8. Nearest body of water (stream/river/sound/ocean/lake): Valley River (Class C-Trout) River Basin: Hiwassee (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/adi-nin/maps/.) Describe the purpose of the proposed work: Construct new US 19 Bypass / US 19 Business connector road for economic development. Page 3 10. List the type of equipment to be used to construct the project: trackhoe, backhoe dozer, loader, grader, curbing; machine steel-wheel roller, pneumatic roller, paving, machine dump 11. Describe the land use in the vicinity of this project: forest, hi 71g sway, commercial 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 pen-nits 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 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 No wetland impacts Page 4 Wetland Impact Site Number (indicate on ma) Type of Impact* Area of Impact (acres) Located within 100-year Floodplain** (es/no) Distance to Nearest Stream (linear feet) Type of Wetland*** * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till, 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 tloodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at http://www.fcma.gov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) List the total acreage (estimated) of existing wetlands on the property: Total area of wetland impact proposed: 2. Stream Impacts, including all intermittent and perennial streams Stream Impact Site Number (indicate on ma) Type of Impact* Length of Impact (linear feet) Stream Name** Average Width of Stream Before Impact Perennial or Intermittent'? (please secif ) Site # I culvert minus 20 ft UT to Valley River 2.5 feet P * List each impact separately and identify temporary impacts. Impacts include, but arc not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.usas.Yov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tonozone.com, www.manqucst.coin, etc.). Cumulative impacts (linear distance in feet) to all streams on site: -20 feet (reduction) Page 5 Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water of the U.S. No open water impacts Open Water Impact Site Number (indicate on map) Type of Impact* Area of Impact (acres) Name Wate) (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) List each impact separately and identity temporary impacts. Impacts include, but are not limited to: till, 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. Erosion and sedimentation control measures and BMP's will be used during construction to avoid environmental impacts We are proposing that the new pipe be installed slightly below the existing streambed to allow for fish / aquatic life yassage VIII. Mitigation N/A 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 6 USAGE - 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 detennining 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 htto://h2o.enr.state.nc.us/ncwetlands/stnnaide.litml. 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 http:L/h2o.enr.state.nc.us/wrp/index.htni. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: N/A Amount of stream mitigation requested (linear feet): 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 7 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 I extends out 30 feet perpendicular from near bank of channel; Zone 1 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 8 Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 213 .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. Construction of the roadway will create approximately 0.8 acres of impervious surface. The roadway will be paved as soon as possible to minimize sedimentation from fines associated with gravel surface treatment. The roadway surface will be approximately 45% of the right-of-way area. Stormwater will be diverted through settling basins or grass lined buffers prior to entering streams. (See erosion control plant 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). Philip W. Moore W", /2ang= 12/07/04 Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 9 MINIMUM CRITERIA DETERMINATION CHECKLIST The following questions provide direction in determining when the Department is required to prepare environmental documents for state-funded construction and maintenance activities. Answer questions for Parts A through C by checking either yes or no. Complete Part D of the checklist when Minimum Criteria Rule categories #8, #12 (i), or #15 are used. TIP Project No.: N/A State Project No.: 36655 Project Location: Between US 19 Bypass and US 19 Business, in East Murphy, Cherokee County Project Description: Construct connector road between US 19 Bypass / US 19 Business Anticipated Permit or Consultation Requirements: NWP 14 and 401 Water Quality Certification Special Project Information: -? 7. rlFr. D'STRICT II7 11/29/04 1 of4 r PART A: MINIMUM CRITERIA YES NO ;`:Item x to,'bcopleted by.*the Enganeer.., 1. Is the proposed project listed as a type and class of activity allowed under ?X the Minimum Criteria Rule in which environmental documentation is not required? If the answer to number I is "no", then the project does not qualify as a minimum criteria project. A state environmental assessment is required. If yes, under which category? 15 If either category #8, #12(i), or #15 is used complete Part D of this checklist. PART B: MINIMUM CRITERIA EXCEPTIONS -4111, A? Engineer. ?rtems 2 '4 to be complete'' by'the Could the proposed activity cause significant changes in land use F] N concentrations that would be expected to create adverse air quality impacts? 3. Will the proposed activity have secondary impacts or cumulative impacts that may result in a significant adverse impact-to human health or the environment? 4. Is the proposed activity of such an unusual nature or does the proposed El activity have such widespread implications, that an uncommon concern for its environmental effects has been expressed to the Department? 1'tem. S 8?#q becompete by,?Dcv{on,;En y,IronmenlaO??. 5. Does the proposed activity have a significant adverse effect on wetlands; surface waters such as rivers, streams, and estuaries; parklands; prime or unique agricultural lands; or areas of recognized scenic, recreational, archaeological, or historical value? 6. Will the proposed activity endanger the existence of a species on the Department of Interior's threatened and endangered species list? 7. Could the proposed activity cause significant changes in land use El concentrations that would be expected to create adverse water quality or ground water impacts? 11/29/04 2 of 4 YES NO 8, Is the proposed activity expected to have a significant adverse effect on long-term recreational benefits or shellfish, linfish, wildlife, or their natural habitats F1 L? If any questions 2 through 8 are answered "yes", the proposed project may not qualify as a Minimum Criteria project. A state environmental assessment (EA) may be required. For assistance, contact: Manager, Project Development and Environmental Analysis Branch P. O. Box 25201 Raleigh, NC 27611 (919) 733 -3141 Fax: (919) 733-9794 PART C: COMPLIANCE WITH STATE AND FEDERAL REGULATIONS Items 9-12,to be completed by_Division.Env ronmental.O cer._ t , .a i; YES NO 9. Is a federally protected threatened or endangered species, or its ? habitat, likely to be impacted by the proposed action? 10. Does the action require the placement of temporary or permanent till in waters of the United States? 11. Does the project require the placement of a significant amount of ? till in high quality or relatively rare wetland ecosystems, such as mountain bogs or pine savannahs? 12. Is the proposed action located in an Area of Environmental ? Concern, as defined in the coastal Area Management Act? Items,13 . `14 to. be completed by, thetEngineer. 13 Does the project require stream relocation or channel changes? Cultural Resources 13. Will the project have an "effect" on a property or site listed on the ? National Register of Historic Places? 14. Will the proposed action require acquisition of additional right of ? way from publicly owned parkland or recreational areas? Questions in Part "C" are designed to assist the Engineer and the Division Environmental Officer in determining whether a permit or consultation with a state or federal resource agency may be required. If any questions in Part "C" are answered "yes", follow the appropriate permitting procedures prior to beginning project construction. 11/29/04 3 of4 PART D:( To be completed when either category #8, #12(i), or #15 of the rules are used. fternS CIS 20 to beH?omYt?Pl?eted byS5 D??yyt?dd?> on Enro i nyWWte? ilrf,?O?N.?,f r .L v.tS.f.3l ..! ?..... hW ate A.AJ a9(r jl NFYSY??UTIIw 15. Project length: 16. Right of Way width: 17. Project completion date: 18. Total acres of disturbed ground surface 19. Total acres of wetland impacts: 20. Total linear feet of stream impacts: 21. Project purpose: 1100 If (0.21 miles Varies: average 80 feet June 30, 2005, tentative 2.0 acres 0.0 acres -20 feet (reduction Construct connector road If Part D of the checklist is completed, send a copy of the entire checklist document to: Don G. Lee State Roadside Environmental Engineer Mail Service Center 1557 Raleigh, NC 27699-1557 (919) 733-2920 Fax (919) 733-9810 Email: dlee@dot.state.nc.us Reviewed by: ild-, Date: ).Z 0 Lea Engin er Date: / - o 0 Division Environmental Engineer cc: Don G. Lee 11/29/04 4 of 4 I.I'IIIIIJIIICi 11= - - - - --- - In L? J - - - - --- Q x cal o6 ?n - - - - - ?nx C? ar Ii1 C-) Ii. - -- --- -- -- --- - 0 Z m L J O I- W O w - --- - - - -- -- L C W rrzm Lil - --- - -- - - - - LL] LiJ Y- I- Ln t Q R- w LiI > Ln no - - - -_-- - -- -- - - L - -- -- -- - 1 n L- V- lUl - -- - -- - - Li -I - - - - - - - - - - - L~n 2 -- x W LLJ LL -- -- - --- - - li LiJ - - - - - - - O m -------- ---- ---- - 0 0 - ------ --- -- -- I- q n.. 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