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HomeMy WebLinkAbout20070742 Ver 1_Application_20071205 b~ ~' Lryd A~ $TA7E 4 N ~~ .~ ~. ~,,. STATE OF NORTH CAROLINA r'~ ~ 7q ..'4 ' R'v ~ ii '"~c~ /JC ~'"` fir' {~f~! ~/~,:. V '1N~~,~t , ~y ~QO ~sr~~R ~ ~~~`~~/~ DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY GOVERNOR December 3, 2007 US Army Corps of Engineers Raleigh Field Office 6508 Falls of Neuse Road, Suite 120 Raleigh, NC 27615-6814 Attn: Mr. John Thomas NCDOT Coordinator, Division 9 LYNDO TIPPETT SECRETARY Subject: Application for Modification to Section 404 Nationwide Permit 33 for the proposed replacement of Bridge No. 416 over Beaverdam Creek on SR 2550 in Davidson County, Federal Aid Project No. BRSTP-2550(1), State Project No. 8.2604601, WBS Element: 33459.1.1.1, Division 9, TIP B-4103. Reference: NCDOT Nationwide Permit 33 application dated Apri127, 2007 Nationwide Permit 33, USAGE Action ID 200701710229, issued May 22, 2007 Dear Sir: The purpose of this submittal is to request a modification to the Section 404 Nationwide 33 Permit. The modification for the permit is for the use of a temporary work bridge. The temporary work bridge will be used to install the interior bent for the new bridge. The temporary work bridge will have one bent in the water that will be one foot wide. The width of the temporary work bridge will be 35-feet. The use of the temporary work bridge will result in <0.01 acres of temporary stream impacts. No other jurisdictional impacts will occur due to this change. The revised design does not compromise NCDOT's compliance with the existing permit conditions. The revision has been evaluated for compliance with the avoidance/minimization criteria and are in compliance with all previous issues, including the following: • Protected Species • Aquatic Life passage • FEMA compliance • Cultural Resources. MAILING ADDRESS: LOCATION: NC DEPARTMENT OF TRANSPORTATION TELEPHONE: 919-715-1500 Z7Z8 CAPITAL BLVD. PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS FAX: 919-715-1501 PARKER LINCOLN BUILDING, SUITE 168 1598 MAIL SERVICE CENTER RALEIGH NC 27604 RALEIGH NC 27699-1598 WEB$ITE: WWW.NCDOT.ORG Enclosed are revised permit drawing Sheets 5, 6, 7, and 9A of 9 and revised Preconstruction Notification Form. The permit drawings were revised to show the addition of a temporary work bridge. Total temporary impacts for the project are <0.03 acres. Regulatory Approvals Application is hereby made for the modification of the Section 404 Nationwide 33 Permit from the USACE. A copy of this permit application will be posted on the NCDOT website at: http://www.ncdot.org/doh/preconstruct/pe/. If you have any questions or need additional information, please call Sara Easterly at (919) 715-5499. Sincerely ~. , ~/ Gregory J. Thorpe, Ph.D. Environmental Management Director, PDEA w/attachment Mr. Brian Wrenn, NCDWQ (2 Copies) Ms. Marla Chambers, NCWRC Ms. Marella Buncick, USFWS W/o attachment (See permits website for attachments) Dr. David Chang, P.E., Hydraulics Mr. Mark Staley, Roadside Environmental Mr. Victor Barbour, P.E., Project Services Unit Mr. Greg Perfetti, P.E., Structure Design Mr. S. P. Ivey, P.E., Division Engineer Mr. Kent Boyer, DEO Mr. Jay Bennett, P.E., Roadway Design Mr. Majed Alghandour, P. E., Programming and TIP Mr. Art McMillan, P.E., Highway Design Mr. Scott McLendon, USACE, Wilmington Mr. John Conforti, PDEA Planning Engineer 2 Office Use Only: Form Version March OS USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) I. Processing 1. Check all of the approval(s) requested for this project: ® Section 404 Permit ^ Riparian or Watershed Buffer Rules ^ Section 10 Permit ^ Isolated Wetland Permit from DWQ ^ 401 Water Quality Certification ^ Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NW 23 & NW 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 Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: ^ 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: ^ II. Applicant Information Owner/Applicant Information Name: Gre ory J. Thorpe, Ph.D., Environmental Management Director Mailing Address: North Carolina Department of Transportation (NCDOT) Project Development and Environmental Analysis 1598 Mail Service Center Raleigh, NC 27699-1598 Telephone Number: 919-733-3141 Fax Number: 919-733-9794 E-mail Address: tg horpe(a~dot.state.nc.us 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Company Affiliation: Mailing Address: Telephone Number: E-mail Address: Fax Number: Page 1 of 8 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project:_ .Replacement of Bridge No 416 on SR 2550 (Badin Lake Road) Over Beaverdam Creek 2. T.I.P. Project Number or State Project Number (NCDOT Only): B-4103 3. Property Identification Number (Tax PIN): 4. Location County: Davidson Nearest Town: Jackson Hill Subdivision name (include phase/lot number): NA Directions to site (include road numbers/names, landmarks, etc.): Hi way 64 West to Junction with NC 49 South to Badin Lake Lanes to Pond Street to Badin Lake Road 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) Decimal Degrees (6 digits minimum): 35° 30' 42" °N 80° 06' 03" °W 6. Property size (acres): Total project leneth is 0.205 miles 7. Name of nearest receiving body of water: Beaverdam Creek 8. River Basin: Yadkin (Note -this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us%admin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: Proiect area is located in a mostly rural community with recreational homes surroundine Badin Lake Page 2 of 8 10. Describe the overall project in detail, including the type of equipment to be used: See cover letter 11. Explain the purpose of the proposed work: Bridge No. 416 has a sufficienc~g of 18.0 out of a possible 100 for a new structure. The bridge is considered structurally deficient and functionally obsolete. The replacement of this inadequate structure will result in safer more efficient traffic operations. 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 USAGE 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. There is no prior history of jurisdictional determinations for this project. 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. There are no future permit requests anticipated for this project. 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. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should 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 maybe 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. Provide a written description of the proposed impacts: See cover letter Page 3 of 8 2. Individually list wetland impacts. Types of 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. Wetland Impact Site Number indicate on ( ma ) Type of Im act P Type of Wetland (e.g., forested, marsh, herbaceous, bog, etc.) Located within 100-year Floodplain (yes/no) Distance to Nearest Stream (linear feet) Area of Im act p ) (acres None None None NA NA None Total Wetland Impact (acres) 0.00 3. List the total acreage (estimated) of all existing wetlands on the property: None 4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, 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. To calculate acreage, multiply length X width and then divide by 43,560. Stream Impact Perennial or Average Stream Width Impact Area of Number Stream Name Type of Impact Intermittent? Before Impact Length Impact (indicate on map) (linear feet) (acres) 1 Beaverdam Creek Bridge Bent Perennial 75 feet 36 < 0.01 1 Beaverdam Detour Bridge Perennial 75 feet 36 < 0 01 reek . 1 Beaverdam Temp Work Bridge Perennial 75 feet < 0 01 Creek . Total Stream Impact (by length and acreage) <0.03 5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc. Open Water Impact Site Number (indicate on ma) Name of Waterbody (if applicable) Type of Impact Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) Area of Impact (acres) NA NA NA NA 0.00 Total Open Water Impact (acres) NA Page 4 of 8 6. List the cumulative impact to all Waters of the U.S. resulting from the project: Stream Impact (acres): <0.03 Wetland Impact (acres): Open Water Impact (acres): Total Impact to Waters of the U.S. (acres) <0.03 Total Stream Impact (linear feet): 7. Isolated Waters Do any isolated waters exist on the property? ^ Yes ®No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USAGE. 8. 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.): Current land use in the vicinity of the pond: Size of watershed draining to pond: VII. Impact Justification (Avoidance and Minimization) Expected pond surface area: Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. See cover letter. 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 1501inear feet of total impacts to perennial streams. Page 5 of 8 USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on January 15, 2002, 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 NCEEP 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/stnn~ide 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. No mitigation is proposed for the minimal amount of stream impact 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://h2o.eru•.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please check the appropriate box on page five 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 ofNon-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): IX. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes ® No ^ Page 6 of 8 2. 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 ^ 3. 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 (required by DWQ) 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. 1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ^ No 2. If "yes", 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 2 Total * "Lone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0244, or .0260. XI. Stormwater (required by DWQ) Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. Page 7 of 8 XII. Sewage Disposal (required by DWQ) 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 (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ^ No Is this anafter-the-fact permit application? Yes ^ No XIV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes ^ No If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: XV. 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). Iz'3• a~ Applic~nt/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 8 of 8 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACT Site No. Station (From/To) Structure Size /Type Permanent Fillln Wetlands (ac) Temp. Fillln Wetlands (ac) Excavation in Wetlands (ac Mechariized Clearing in Wetlands ac and Clearing in Wetlands ac Permanent SW impacts (ac Temp. SW impacts ac Existing Channel Impacts Permanent (ft Existing Channel Impacts Temp. (ft Natural Stream Design ft MAIN STRUCTURE 1 17+45 -L- To 17+51 -L- 205 Ft. - 33" Box Girder <0.01 DETOUR STRUCTURE 1 17+00 -DET- To 19+00 -DET- 200 Ft. Detour Bride <0.01 TEMP. WORK BRIDGE 1 17+51.5 -L- To 17+88.4 -L- Work Bride <0.01 TOTALS: <0.01 <0.01 1. For the main structure, there will be 1 bent with permanent surface water impacts. The pier will be 3.5 feet wide. The width of the bridge is 39 feet including the barrier rail. 2: For the detour structure, it is assumed that there will be 3 bents with temporary surface water impacts. At each bent, the piers will be one foot wide. The width of the bridge is 18 feet. 3. For the temporary work bridge, it is assumed that there will be 1 bent with temporary surface water impacts. The pier will be one foot wide. The width of the bridge is 35 feet. DETAIL A ~ LATERAL BASE DITCH B, ~~, ro s~o~e,~ Nao nai Fill u a v 0 .~ vE1, sane F~Ie~ FOOrk Min. D = I ft. Max. d = I ft. B =2F3. o=SFt. iyDe of Llner: Mass 'B'Rlp-Rap ~ -0ET- 5TA 13+50 TO STA 15+30 RT - 8-4103 ~ ~ rte, 2-B WW SHEEP N0. ROADWAY DESIGN HYDRAULICS BVGINEER ENGINEER Permft Sheet Or , PREL[MIN OO NOT USB PO RY PLANS CONSTRUCT]ON r~,,. I~ ~~~07 NOTE: NO IMPACTS ARE SHOWN ON THIS SHEET FOR THE PROPOSED OETOtJR ~ BRIDGE BECAUSE THE LOCATION OF THE PROPOSED DETOUR BRIDGE FOR -DET- PROFILE SEE SHEET 5 ~, PIERS ARE UNKNOWN. 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