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HomeMy WebLinkAbout20051494 Ver 1_Complete File_20050805t ?10 STATE OF NORTH CAROLINA I -4/lG O 4,6 114"'s DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 27611-5202 LYNDO TIPPETT G. ,?TRNOR PHONE: 919-733-2520 SECRETARY August 1, 2005 Mr. John Thomas U. S. Army Corps of Engineers Raleigh Regulatory Field Office 6508 Falls of Neuse Road, Suite 120 Raleigh, NC 27615 Subject: Nationwide Permit 93 & #33 Pipe upgrades on SR 1565 Yadkin County, North Carolina Project Number: 11C.099001 (No DWQ Permit Fee) Dear Mr. Thomas: Two sections of roadway along SR 1565 in Yadkin County are frequently flooded due to the existing pipe sizes at these two locations. As a result, the roadway shoulder at these locations is eroding away. In order to adequately repair the failed roadway shoulder and prevent future flooding of the road, the NCDOT proposes to replace the existing substandard pipes with new pipes (see below). Since this is not a secondary road improvement, there are no station numbers. Station Number Existing Structure Size Proposed Pipe Size Riprap Impacts (feet) Total Impacts at this Station ft.) Pipe 41 40x48" 73"x;;''x60' 10 30 Pipe 42 30x4S"! (2) 60x60" 10 40 Total Stream Impacts = 70 feet The replacement of the existing wet pipes on SR 1565 will require temporary dewatering. An impervious sandbag dike will be constructed approximately 20 feet upstream of the existing structures to create a small pool. Clean water will temporarily be pumped around the construction areas and will be discharged into a buffer area downstream. Any dirty water located inside the construction areas will be pumped into a silt bag. Tile dewatered area for Pipe 91 will total approximately 0.009 acres. The dewatered area for Pipe 92 will total approximately 0.007 acres. Total dewatered area = 0.016 acres. Once the new structures are in place, the impervious dikes will be removed and preconstruction streambed elevations will be restored. P. 0. Box 250, N. WILKES ORO, NC 28659 PHONE (336) 6670111 F:?x (336) 667-4549 Mr. John Thomas SR 1565. pipe replacements. Yadkin County Page 2 August 1. 2005 Construction of this project will require impacts to waters of the United States in the Yadkin River Basin. Both pipes carry different unnamed tributaries to the Yadkin River (Class: WS:IV). This project was reviewed for the presence of threatened and endangered species on August 1, 2005. This project will have no effect on any federally listed endangered plant or animal species. The proposed project should not remove or degrade existing water quality uses. The pipe sizes used will be the minimum necessary to create a safe roadway. All appropriate BMPs will be used during construction. Please note: there is a large pool at the outlet of Pipe 41 with a current depth of 1 ft. We would expect the depth to be greater after the installation of the new pipe since we are going further into the center of the pool; therefore baffles or a double line installation is not warrented at this location to facilitate aquatic life passage (see attached photos). At Pipe 42, a floodplain bench will be created on the inlet and outlet of the pipe so that the baseflow channel is isolated to one barrel during normal flows. Attached is a Preconstruction Notification Form, plan sheets, a marked county map, a marked topography map and photographs. By copy of this letter, it is requested that Mr. Ron Linville, Mountain Region Coordinator, with the North Carolina Wildlife Resources Commission comment directly to you concerning the 404 Nationwide Permit application with a copy sent to me. If further information is required, please let me know. Sincerely, Staci Hining Division Environmental Specialist Enclosures cc: John Thomas, US Army Corps of Engineers (1 additional copy) Ron Linville, Western Piedmont Region Coordinator, NCWRC John Hennessy, Division of Water Quality (2 copies) Mike Pettyjohn, PE, Division Engineer Brandon Whitaker, PE, District Engineer Heath Slaughter, Division Environmental Officer Neil Trivette, Roadside Environmental Field Operations Engineer Dennis Bennett, Bridge Maintenance Engineer Office Use Only: Form Version April 2001 USACE Action ID No. DWQ No. 2 o o s 1 a a 4 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: NW #3 & #33 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: x? 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (see section VIII - Mitigation), check here: ? II. Applicant Information 1. Owner/Applicant Information Name: North Carolina Department of Transportation Mailing Address: P. O. Box 250, North Wilkesboro, NC 28659 Telephone Number: (336) 903-9203 Fax Number: (336) 667-4549 E-mail Address: sshining@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: Staci flining, Division Environmental Snecialist Company Affiliation: North Carolina Department of Transportation Mailing Address: P. O. Box 250, North Wilkesboro NC 28659 Telephone Number: (336) 903-9203 Fax Number: (336) 667-4549 E-mail Address:_sshiningea dot.state.nc.us Page 3 of 12 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 1 I 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 ofproject: Pipe #1 and Pipe #2 on SR 1565 2. T.I.P. Project Number (NCDOT Only): 11 C.099001 3. Property Identification Number (Tax PIN): N/A 4. Location County: Yadkin Nearest Town: Enon Subdivision name (include phase/lot number): N/A Directions to site (include road numbers, landmarks, etc.): See attached SR map. 5. Site coordinates, if available (UTM or Lat/Long): Pipe #1 DD: 36.1593° N, 80.4629° W Pipe #2 DD: 36.1604°N, 40.4620° 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: Forest/Resident ial/Farm 7. Property size (acres): Approximately 0.07 acres. 8. Nearest body of water (stream/river/sound/ocean/lake): UT's to the Yadkin River (Class: WS:IV). 9. River Basin: Yadki (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/a(imin/mal)s/.) Page 4 of 12 10. Describe the purpose of the proposed work: Increase capacity of Pipe #1 and Pipe 112 due to over-road flooding and shoulder failure 11. List the type of equipment to be used to construct the project:_ Trackhoe/backhoe and_dumn 12. Describe the land use in the vicinity of this project: Forest/Residential/Farm IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. V. Future Project Plans Are any 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: 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 Page 5 of 12 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 Site Number indicate on ma Type of Impact* Area of Impact acres Located within 100-year Floodplain** es/no Distance to Nearest Stream linear feet Type of Wetland*** N/A ' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at httpl/ee?e?e.t'cnua *** List a wetland type: that best describes wctland 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 Length of Average Width Perennial or Site Number Type of Impact* Impact Stream Name** of Stream Before Intermittent? indicate on ma linear feet Impact specify) Pipe #1 Pipe replacement 20 feet UT #1 to the Yadkin 3 feet at inlet; 10 Perennial River feet at outlet Pipe #2 Pipe replacement 30 feet UT #2 to the Yadkin 3 feet Perennial River • 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 feat 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 duwnslreaua named slruam into which it flows. USGS maps are available through the USGS at 1-800-358-9616, ur online at aee\e.u1?2,s.ern. Several Internet sites also allow direct download and printing of USGS maps (e.g., \eNew lopoione coin, Ne\ea mupklucst.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 50 In. ft. of new permanent impacts. 3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water of the U.S. Open Water Impact Area of Name of Waterbody Type of Waterbody Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound, (indicate on ma) (acres) bay, ocean, etc.) Pipe # 1 Temporary Dewatering 0.009 UT# I to the Yadkin River Stream Pipe #1 Miscellaneous rip-rap for 0.001 UT#I to the Yadkin River Stream stabilization Pipe #2 Temporary Dewatering 0.007 UT#2 to the Yadkin River Stream Page 6 of 12 Pipe #2 Miscellaneous rip-rap for 0.001 UT#2 to the Yadkin River Stream stabilization • List each impact separately and identify temporary impacts. Impacts include, but are not limited to: 611, 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. The replacement pipe sizes are the minimum needed to keep the roadway from frequently flooding at this location. All appropriate BMPs will be used during construction. In order to get the capacity needed at Pipe#2, a double barrel culvert was designed to keep base flow in one barrel only. This should reduce concerns regarding aquatic life passage. VIII. :Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment arc 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 Page 7 of 12 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://112o.enr.state.nc.us/ticwetlands/strmeide.htnil. 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 litIpJA12o.cnr.statc.nc.iiq%%Mhndex.litm. 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): To be determined by the COE Amount of buffer mitigation requested (square feet): N/A Amount of Riparian wetland mitigation requested (acres): N/A Amount of Non-riparian wetland mitigation requested (acres): N/A Amount of Coastal wetland mitigation requested (acres): N/A IX. Environmental Documentation (DWQ Only) Does the project involve an expenditure of public funds or the use of public (federal/state/local) land? Yes ® No ? 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 Page 8 of 12 C 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 213 .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 Gone I extends out .fU kxt 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. 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. Impervious surface area will not increase. All appropriate best manat,ement nractices for sediment and erosion control will be implemented during, construction. Page 9 of 12 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 x 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). (?/a Applicant/Agent's Signature V Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) US Army Corps Of Engineers Field Offices and County Coverage Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union US Army Corps of Engineers Wilkes Clay Jackson Polk Watauga 151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey Room 208 Burke Gaston Macon Rutherford Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley Telephone: (828) 271-4854 Caldwell Maywood McDowell Swain Fax: (828) 271-4858 Catawba Henderson Mecklenburg Transylvania Page 10 of 12 • _6 sl9 ! a ! -- i __ -_I 13d ,? '?)' ? _ 1_i .26 1318 1611 13 ,JS T 214 Oe N n .+. __________ 15?) ?I BOONVILLE POP.1,110 CYCLE C O V a y? irie?csnlc Cn. _ _ _ •• ?^ / I ? em .\ I. 1•C 1 ?/. t; Snaar Gra.e C„ !IJ 1,\ `? _ ? I w _-_ ? •?• 1,aMnwd ?? 6_- J' l? ? r?? ? ? umenndl , '`. s- M« 2 1.V 6 , ? s a n• a 61 1-EwST BEND ?!' .D ? Iw ??•U :•.a., 1S5J li'itl .? I? s ??" ? ? ? •ar, I , .. elf ??. G.en '6 ?•_ •? I I/ /Ii '' -??? l1L X91 J y '' 7 t. - +-` (I1 /V ?f? ?. -6 L'S / > Icl2' •` rla cn. -44. 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Pit! 1 - \ • I - i I + - _? ? ? ••' - 181 - `.? i? . ,;?• _ i __ __ • , ?? / , .? 1549 Name: VIENNA Location: 036.1586757° N 080.4624477° W Date: 8/1/2005 Caption: Pipe #1 and Pipe #2 on SR 1565,Yadkin County Scale: 1 inch equals 1333 feet Copyright (C) 1998, r 3. 5. 1. Outlet view of pipe #I on SR 1565, Yadkin. 2. Pipe # l outlet depth of I ft. 3. Downstream view of pipe #1 taken from culvert outlet. 4. Downstream view of pipe #2 taken from culvert outlet. Since there is no pool here, the plans were modified to a double barrel installation since that would help to reestablish natural stream dimensions. One barrel will be isolated. Floodplains will be created on the inlet and outlet along with some minor base flow channel creation on the outlet side. 5. Outlet of pipe #2. As you can see, the pipes are not long enough to keep shoulder material out of the creek. 6. Upstream view of pipe #2. ?a 0 U?'U b I?Q N? 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X I IN, + U) LIJ U) U cr F- a cn M 000 J 0 II X 3w Qua \ Z Z 3 cr LLJ 0Z Q crQ a o Cf) °z ??ww ? L:)J? O Ln r" Q X0 W crr-Z J _j <I LO ?-,^CD6lLL ZO {.LM000-~ co 77 ?t co O U9 0 O rz 0 cp 'O c U ?I ?I LO r N • REVISED 8-01-05 SCALE 1" = 15' EXISTING 48" X 30/ CMP TO BE REPLACED W/ 2 601, X 60, CMPS -v z (TBM) ELEVATION = 51 ? 52 53 4 -, 49 ,-' BASE ' ? '`---" 4 8 -- ?` FLOW ; . 46, 4 6" / 5: / i J. 4f 80D r r ASS / ? i FLOOD - PLAIN _4 FLOOD PLAIN' PIPE / - _