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HomeMy WebLinkAbout20020063 Ver 1_Complete File_20020115State of North Carolina Department of Environment and Natural Resources Division of Water Quality Michael F. Easley, Governor William G. Ross, Jr., Secretary Gregory J. Thorpe, Ph.D., Acting Director 7 4 A 00 • NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES January 30, 2002 Duplin County DWQ Project No. 020063 APPROVAL of 401 Water Quality Certification Mr. H.A. Pope, P.E., Division Engineer NCDOT, Division 3 124 Division Drive Wilmington, NC 28401 Dear Mr. Pope: You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 50 linear feet of streams for the purpose of replacing Bridge Number 76 on NC 41 (TIP B-3164) in Duplin County. The project shall be constructed in accordance with your application dated January 10, 2002. After reviewing your application, we have decided that this fill is covered by General Water Quality / Certification Number 3289. This certification corresponds to the General Permit 198200031 issued by the Corps of Engineers. In addition, you should acquire any other federal, state or local permits before you proceed with your project including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. This approval will expire with the accompanying 404 permit, unless otherwise specified in the Water Quality Certification. This approval is valid solely for the purpose and design described in your application (unless modified below). Should your project change, you must notify the DWQ 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 of 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 remain valid, you must adhere to the conditions listed in the attached certification. 1.) Upon completion of the project, the NCDOT shall complete and return the enclosed "Certification of Completion Form" to notify DWQ when all work included in the 401 Certification has been completed. The responsible party shall complete the attached form and return it to the 401/Wetlands Unit of the Division of Water Quality upon completion of the project. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 276 1 1-7447. This certification and its conditions are final and binding unless you ask for a hearing. Wetlands/401 Unit 1621 Mail Service Center Ralcigh, North Carolina 27699-1621 Telephone 919-733-1786 FAX 733-9959 An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper State of North Carolina Department of Environment and Natural Resources Division of Water Quality A ?? Michael F. Easley, Governor NC ENR William G. Ross, Jr., Secretary NORTH CAROLINA DEPARTMENT OF Gregory J. Thorpe, Ph.D., Acting Director ENVIRONMENT AND NATURAL RESOURCES 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 John Dorney at 919-733-9646. Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Wilmington Field Office DWQ Wilmington Regional Office File Copy Central Files c:\ncdot\TIP B-3164\wgc1020063wgc.doc Sin ly, horpe ct' g irector Wetlands/401 Unit 1621 Mail Service Center Raleigh, North Carolina 27699-1621 Telephone 919-733-1786 FAX 733-9959 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper 0Zn063 ?dd?to? STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY DIVISION OF HIGHWAYS LYNDO TIPPETT GOVERNOR SECRETARY January 10, 2002 David L. Timpy, Regulatory Project Manager U.S. Army Corps of Engineers Wilmington Regulatory Field Office Post Office Box 1890 Wilmington, North Carolina 28402-1890 SUBJECT: Replacement of Bridge 76 (TIP No. B-3164) on NC 41, Duplin County Dear Mr. Timpy: Please find enclosed a PCN application from the North Carolina Department of Transportation for a Nationwide/General Permit from the Army Corp of Engineers for the replacement of Bridge 76 (TIP No. B-3164) in Duplin County. The scope of the project includes the removal of the existing three span 111 ft x 26.2-11 steel I beam supported reinforced concrete deck bridge with a three span 145 ft x 39 ft prestressed concrete core slab deck bridge. A off site detour has been chosen for this project. Changes in navigational clearance will be minimal. Furthermore, by increasing the bridge length by 34 ft and minimizing the placement of riprap around the end bent slopes will produce a larger area to accommodate for high flows and a potential area suitable for wildlife crossing. A field inspection and GIS survey has been conducted by this office for the subject project and a finding of "no effect" for T & E species, habitat and historical structures has been determined. The project will impact 50 linear feet of streams associated with Limestone Creek, which is classified as C Sw by the Division of Water Quality. Stream impacts will be largely associated with the removal and installation of piles. By copy of this letter and application, the North Carolina Department of Transportation (NCDOT) also requests authorization by the North Carolina Division of Water Quality (NCDWQ) for the corresponding Section 401 Water Quality Certification. If you have any question or concerns, please feel free to contact me at (910) 251-5724. Sincerely, Mason Herndon, Division Environmental Officer Division 3 Enclosures Cc: John Hennessy, NCDWQ, Raleigh 020063 Sd o? JAIV STATE oi. NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY DIVISION OF HIGHWAYS LYNDO TIPPETT GOVERNOR SECRETARY January 10, 2002 MEMO TO: North Carolina Division of Water Quality 401 /Wetlands Unit FROM: Mason Herndon, Division 3 Environmental Officer North Carolina Department of Transportation SUBJECT: PCN Application fee for Replacement of Bridge 76 (TIP No. 13- 3164) on NC 41, Duplin County Work Order Number: 6.503440 TIP Number: B-3164 Category: $200.00 fee PAYMENT RECEIVED 124 Division Drive, Wilmington, NC 28401 PHONE: (910) 251-5714 FAX: (910) 251-5727 Office Use Only: 020063 Form 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 - JAN I a 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: GP 31 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (see section VIII - Mitigation), check here: ? H. Applicant Information 1. Owner/Applicant Information Name: North Carolina Department of Transportation Mailing Address: 124 Division Dr Wilmington- N.C. 28401 Telephone Number: (910) 251-5724 Fax Number: (10)251-5727 E-mail Address: 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: Mason Herndon Company Affiliation: Division 3 DEO Mailing Address: Same as above Telephone Number: Same Fax Number: Same E-mail Address: mherndon@,dot state nc us Page 5 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 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: Bridge #.76 2. T.I.P. Project Number or State Project Number (NCDOT Only): B-3164 3. Property Identification Number (Tax PIN): N/A 4. Location County: DWlin Nearest Town: Beulaville Subdivision name (include phase/lot number): N/A Directions to site (include road numbers, landmarks, etc.): NC 41 Dul2lin County- 0.1 miles South of SR 1700 5. Site coordinates, if available (UTM or Lat/Long): 034° 56'43.6" N 077° 44'42.9" W (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Describe the existing land use or condition of the site at the time of this application: Existing "Structurally deficient" three span 111 ft steel I-beam supported reinforced concrete deck bridge - 7. Property size (acres): N/A 8. Nearest body of water (stream/river/sound/ocean/lake): Limestone Creek 9. River Basin: Caere Fear (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 .) Page 6 of 12 10. Describe the purpose of the proposed work: Replace existing "structurally deficient" bridge with a three span 145 I prestressed concrete cored slab bridge 11. List the type of equipment to be used to construct the project: Typical road construction equipment -- 12. Describe the land use in the vicinity of this project: Forest/Residential IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. No previous permits have been issued 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: No additional permit request are anticipated in the near future 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. Page 7 of 12 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 limned to: mectianizea 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 htty://www.fema.eov. *** 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: N/A Total area of wetland impact proposed: N/A 2. Stream Impacts, including all intermittent and perennial streams Stream Impact Site Number indicate on ma Type of Impact* Length of Impact linear feet Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? leasespecify) SITE I Piles 50 Limestone Creek 42 ft Perennial List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com, www.mai)quest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 50 ft Page 8 of 12 3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water of the U.S. Open Water Impact Site Number indicate on ma Type of Impact* Area of Impact acres Name of Waterbody (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean etc. N/A * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: nu, excavanon, areogin flooding, drainage, bulkheads, etc. 4. Pond Creation N/A 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., darn/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. Bridge was lenghtened 34 ft rip rap will mainly be contained to high ground creating larger flood plain area that may be utilized as wildlife corrider. Off site detour will be utilized during . construction. No staging of construction equipment will be allowed in or near wetlands or waters Bridge removal BMP's will be adhered to during dismantlement of existing bridge 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. Page 9 of 12 USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://h2o enr.state.nc.us/ncwetlands/strmgide.html. 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://h2o.enr.state.nc.ustwm/index.htm. 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): N/A 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 Page 10 of 12 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 hereon, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ? No ® If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact (square feet Multiplier Required Mitigation 1 3 2 1.5 Total * Zone 1 extends out 30 feet perpendicular from near bank of channel; "Zone 2 extends an additional 20 feet from the edge of Zone 1. Page 11 of 12 If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or.0260. N/A XI. Stormwater (DWQ Only) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. Strict enforcement of Sedimentation and Erosion Control BMP's will be enforced during construction to protect wetlands and waters of US 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. XM. 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). /-/6-OZ Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 12 of 12 Markers Name: SITE Short Name: SITE Coordinates: 034° 56'43.6" N, 077° 44'42.9" W EXISTING BRIDGE D.O.T. RIGHT Of] WAY -LIMESTONE CREEK PROPERTY OWNERS UNKNOWN 1 26.?' NC 41 EXISTING WIDTHS 26.2' EXISTING LENGTH: 111.0' SUPERS TRUCTURE:CONCRETE DECK ON STEEL IBEAM SPANS: 1022' 6' 3 022' 1022' 6' WATER DEPTH:B' SKEW:90 DEGREES SCALE: PROPOSED LEN6THIMS' I POSED 1111011% W VERTICAL CLt 6* .V S{lERSTRIATURb PRESTRESSED CONCRETL CORED SLAB SPIAI o~ 414 f w, ow WATER SREIh 10 OEORBES .............. 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