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HomeMy WebLinkAbout20052215 Ver 1_Complete File_20060118YIFA RCDENR North Carolina Department of Environment and Michael F. Easley, Governor January 12, 2006 William G. Ross Jr., Secretary Alan W. Klimek, P.E., Director Coleen H. Sullins, Deputy Director Division of Water Quality DOT Project #36781 Highway 211 DWQ Project No. 052215 Robeson County APPROVAL of 401 Water Quality Certification Mr. Terry R. Gibson, P.E. Division Engineer, Div. 6 North Carolina Department of Transportation P.O. Box 1150 Fayetteville, North Carolina 28302 Dear Mr. Gibson: You have our approval, in accordance with the attached conditions and those listed below, to place till material in a total of 13.42 feet of perennial stream for the purpose of extending an existing culvert under Highway 211 in Robeson County. This project shall be constricted in accordance with your application dated October 13, 2005 (received December 19, 2005). Impacts are specifically identified in your application as follows: Site location Type of impact Area (or length) of impact NC 211, sta. 11+91.63 Culvert Extension 13.42 ft. Total (6.5 ft. on upstream side) 6.92 ft. on downstream side After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3404 which may be viewed on our website at http://h2o.enr.state.nc.us/ncwetlands. This certification corresponds to the Nationwide Permit 14 issued by the U.S. Army 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. 225 Green Street - Suite 714, Fayetteville, North Carolina 28301-5043 Phone: 910-486-1541 \ FAX: 910-486-0707 \ Internet: ww.enr.state.nc.us/ENR/ An Equal Opportunity/ Affirmative Action Employer- 50 % Recycled \ 10% Post Consumer Paper JAN 1 ?, + 7n„_ w?TC 4r?n q yp S RMQU ? RA"`" Natural Resources B NorthCarohna Aaturally Mr. Terry R. Gibson January 12, 2006 Page 2 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 and the following additional condition: 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. Also, we ask that you notify the Fayetteville Regional Office upon completion of this work. 2. NCDOT shall conduct its activities in a manner consistent with State water quality standards (including any requirements resulting from compliance with section 303(d) of the Clean Water Act) and any other appropriate requirements of State law and federal law. If DWQ determines that such standards or laws are not being met (including the failure to sustain a designated or achieved use) or that State or federal law is being violated, or that further conditions are necessary to assure compliance, DWQ may re- evaluate and modify this certification to include conditions appropriate to assure compliance with such standards and requirements in accordance with 15A NCAC 2H.0507(d). Before modifying the certification, DWQ shall notify NCDOT and the US Army Corps of Engineers, provide public notice in accordance with 15A NCAC 2H.0503, and provide opportunity for public hearing in accordance with 15A NCAC 2H.0504. Any new or revised conditions shall be provided to NCDOT in writing, shall be provided to the US Army Corps of Engineers for reference in any permit issued pursuant to Section 404 of the Clean Water Act, and shall also become conditions of the 404 Permit for the project. 3. This Water Quality Certification will expire with the accompanying 404 permit issued by the U.S. Army Corps of Engineers. This condition supercedes Condition #19 of General Certification #3404 issued on March 28, 2003. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing. W Terry R. Gibson January 12, 2006 Page 3 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 contact John Hennessy at 919-733-5694 or Ken Averitte at 910- 486-1541, ext. 703. Sincerely, v Alan W. Klimek, P.E. AWK/ka Attachment cc: Wilmington District Corps of Engineers Richard Spencer, Corps of Engineers Wilmington Field Office Fayetteville Regional Office, DWQ File Copy Central Files Rob Ridings, 401 Wetlands Unit Jim Rerko, DEO, Division 6, NCDOT Rob.hwy2 l I .doc a STATE OF NORTH CAROLINA AEG ? f DEPARTMENT OF TRANSPORTATIO GAI ixNR 9 /11/05 gA ii TT MICHAEL F. EASLEY L GOVERNOR SECRETARYCN December 13, 2005 U. S. Army Corps of Engineers Wilmington Regulatory Field Office P.O. Box 1890 Wilmington, North Carolina 28402-1890 ATTN Dear Sir: Subject: Mr. Richard Spencer NCDOT Coordinator OJ221j Notification for Nationwide Permit 14 (Minor Road Crossing) & 33 (Dewatering) NCDENR 401 WQC 3404/GC 3366 Culvert Extensions NC 211 -Robeson County State Project Number: 36781 Please find attached the Pre-Construction Notification (PCN) Application Form for the referenced project. The North Carolina Department of Transportation (NCDOT) proposes to extend a culvert along NC 211 in Columbus County. The culvert (twin 36LF 10'x9' concrete box culvert) conveys Jacob Swamp: Due to the narrow width of shoulders, the culvert must be lengthened for safety purposes. The culvert will be extended 6'-6" on the upstream end with concrete headwall / wingwalls and 6'-11" on the downstream en. Wing walls will be installed at the up/downstream ends of the culvert to provide a stabile slope leading to Jacobs Swamp. The total stream impacts are 13'-5". Because the project does propose the forming and pouring of concrete, a dewatering plan has been designed to eliminate the possibility of fresh concrete coming in contact with Jacobs Swamp. One box will be worked upon at a time. Sheet piling and sand bags will shut off flow through one box while the other conveys the flows. All pumped water shall be directed to a maintained silt bag. During construction, traffic will be maintained through the construction area using the appropriate traffic control. Construction of this project will proceed upon receipt of the necessary environmental permits. Jacobs Swamp is the jurisdictional wetland/ stream resource that will be impacted. The stream is located within the Lumber River drainage basin, subbasin 03-07-51, and federal hydrologic unit 03040203. The North Carolina Division of Water Quality (NCDWQ) has designated a best usage classification for Jacobs Swamp of C-Sw from its origin to its confluence with the Lumber River. P. O. Box 1150, Fayetteville, NC 28302-1150- Telephone (910) 437-0208- Fax (910) 486-1959 No Outstanding Resource Waters (ORW) or Water supplies (WS-I and WS-II) waters occur within the project study area. RESOURCE STATUS In general, there will be minor impacts proposed as the result of the extension of the culvert along NC 211 in Robeson County. Thirteen point four-two linear feet of stream impacts are expected. A Nationwide Permit #14/33 and NCDENR 401 WQC 3404/GC 3366 is required for the project. Endangered Species: Plants and animals with Federal classification of Endangered (E) or Threatened (T) are protected under provisions of Section 7 and Section 9 of the Endangered Species Act of 1973, as amended. As of January 29, 2003, the U. S. Fish and Wildlife Service lists three federally protected species for Robeson County. Federally Protected Species for Columbus County SCIENTIFIC NAME COMMON NAME STATUS Alligator mississippiensis American alligator T(S/A) Picoides borealis Red-cockaded woodpecker E Rhus michauxii Michaux's sumac E "E" denotes Endangered (a species that is in danger of extinction throughout all or a significant portion of its range). T(S/A)- Threatened due to similarity of appearance, a species that is threatened Due to similarity of appearance with other rare species and is listed for its Protection. These species are not biologically endangered or threatened and Are not subject to Section 7 consultation. A biological conclusion of "No Effect" was reached for all species during the August 9, 2004 survey for protected species. Protected species were not identified, nor, was the general habitat for each species identified. REGULATORY APPROVALS Application is hereby made for a Department of the Army Nationwide Permits 14/33 and NCDENR 401 WQC 3404/GC 3366 as required by the above-described activities. The project impacts are minor in nature and should not remove or degrade existing water quality uses. The existing culvert has a history of conveying at least the 50 Year storm event with no flooding records. By utilizing the erosion control measures, downstream water quality standards will be protected. All appropriate BMP's will be utilized during construction. Attached is a Preconstruction Notification Form, plan sheets, marked county road map, quad location map and photographs. If you should have any questions, or, need additional information please contact James J. Rerko, PWS at (910) 437-0208. incerely, James J. Rerko, PWS Division 6 Environmental Officer ATTAc wNTs Cc: John Hennessy, Division of Water Quality (7 copies) Terry Gibson, P.E., Division Engineer Deborah Underwood Office Use Only: Form Version May 2002 USACE Action ID No. DWQ No. 2 0 0 5 2 2 1 5 (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A". ) I. Processing I . 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 2. Nationwide, Regional or General Permit Number(s) Requested: NWP#14 & 33 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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: ? H. Applicant Information Owner/Applicant Information Name: Terry R Gibson, PE. /NCDOT/Diy 6/Division Engineer Mailing Address: P.O. Bog 1150 Fayetteville, NC 28302 Telephone Number: 910-486-1493 Fax Number: 910-486-1959 E-mail Address:_ taibsonna,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: James J. Rerko PWS Company Affiliation: NCDOT/Div 6/ Division Environmental Officer Mailing Address: Same Telephone Number: 910-437-0208 Fax Number: 910-486-1959 E-mail Address: iirerko6-ildot.state.nc.0 Page 1 of 8 M. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: NC 211 culvert over Jacobs Swamp 2. T.I.P. Project Number or State Project Number (NCDOT Only): 36781 3. Property Identification Number (Tax PIN): 4. Location County: Robeson Nearest Town: Lumberton Subdivision name (include phase/lot number): Directions to site (include road numbers, landmarks, etc.): 1.8 mile east of the intersection of NC 211 and NC 72 along NC 211 5. Site coordinates, if available ([TTM or Lat/Long):34°35'53"N 78°57' 15"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. Property size (acres): 0.10 acre +/- 7. Nearest body of water (stream/river/sound/ocean/lake): Jacobs Swamp(C Sw) 8. River Basin: Lumber River (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.ne.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: Surrounding area predomanantly agricultural with mixed rural residential use. Page 2 of 8 10. Describe the overall project in detail, including the type of equipment to be used: The culvert along NC 211 has -a total length of 361f. which is critically substandard in regards to safety. The culvert will be lengthened a total of 131-5", Wine walls will be installed along the downstream end of the culvert The total permanent impact to Jacobs Swamp is 13'-5". Dewatering must be undertaken to convey flows through one culvert barrel while the other is beine lengthened and isolate fresh concrete from surface waters. The temporary impact due to dewatering is 85 If. Excavation will be completed utilizing a trackhoe loader, which will also drive the sheet piling. 11. Explain the purpose of the proposed work: Lengthen the culvert at sta 11+9163 alone NC 211 to provide an 8 foot stabile shoulder to upgrade the current safety standards 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. A field inspection of this project has been conducted by Richard Spencer (COE) and Ken Averitte (NCDENR DWO)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. WT--- - 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 3 of 8 1. Provide a written description of the proposed impacts Extend the 10'x9' concrete box culvert from 36LF to 49.42 LF. 13.42 LF of permanent stream impacts are expected. Temporary stream impacts will equal 85 LF due to the need to dewater the project area during construction. 2. Individually list wetland impacts below: 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 (FW, or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at http://www.fema.pov. ••' List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only). List the total acreage (estimated) of all existing wetlands on the property: 0.0 acre Total area of wetland impact proposed: 0.0 acre 3. Individually list all intermittent and perennial stream impacts below: Stream Impact Length of Average Width Perennial or Site Number Type of Impact* Impact Stream Name** of Stream Intermittent? indicate on ma linear feet Before Impact lease specify) NC 211 sta 11+91.63 Culvert 13.42 ft Jacobs Swamp 25 ft Perennial NC211 sta Temporary 85 ft 11+91.63 Dewat rig temporary Jacobs Swamp 25 ft Perennial (temporary) 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.a,ov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.togarone.com, www.mapguest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 13.42LF Permanent Impact (85LF (Temp dewatering impact) - 36LF (existing culvert length Temporary Impact Page 4 of 8 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U. S.) below: 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 map) (acres) bay, ocean, etc.) N/A • List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 5. 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 twin 36LF 10'x9' Concrete Boa Culvert situated at sta 11+91.63 is substandard in regards to safetv standards, NC 211 is a primary route with a total width of 26 foot of paved roadway and a marginal 4 foot grass shoulder. Guardrail was installed to improve safety at the crossing. But even with the guardrail, the crossing is unsafe. Extending the culvert will provide for an eight (8) foot grass shoulder. Wing walls have been designed to reduce impacts to Jacobs Creek. 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 5 of 8 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.ne.us/ncwetlands/stnngide.litml. 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. Mitigation is not required for this project. 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at (919) 733-5208 to determine availability and to request written approval of mitigation prior to submittal of a PCN. For additional information regarding the application process for the NCWRP, check the NCWRP website at http://li2o.enr.state.nc.us/wrp/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): 0 LF Amount of buffer mitigation requested (square feet): 0 LF Amount of Riparian wetland mitigation requested (acres): 0 LF Amount of Non-riparian wetland mitigation requested (acres): 0 LF Amount of Coastal wetland mitigation requested (acres): 0 LF Page 6 of 8 IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state) funds or the use of public (federal/state) 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 El 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. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233 (Meuse), 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 Miti gation 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 7 of 8 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 X1. Stormwater (required by DWQ) 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. Erosion and Sedimentation Control Plan shall he incorporated into the Construction Plans XH. 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. N/A _ X1II. 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 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). None 1011j1, Applicant/Agent's Signature `Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 8 of 8 192+ ''? I I,z1 1961 ' ., p \ i ,' 11°> .z 138 r, ;?° C?\• `•.?. = uIWA d 26 9 \ ??\ > .. -, 141 28 1913 1964 \ _ ¢b •B .-1k,' .IV" .P i:,•? ''? v'ip)a •'\ 'J 19'4 129-\?? ;? •\ .?_I . .\, .? 1911 '> •' ?'3 ' - P \\ 1911 • .? ,;:?. 1 74 ••?. ') 1913 ^'•r \ ICJ 0 ' r?? ?, Z•°7r. _\ ?\ 10 "97t! 61 V. , ?,._. ? 19'.•} . ,9>>. Im. . 435 ? 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N H U) H V) V) H N N N N N N N VI H r V) H N H V7 H V) H H ? ? X ? M ? ? ;u ;u X X ?) A R 1 > 7 w a cn m ca n m to Q m to 0 : w w ao N p m M ~ r ? N W a (n (D a s W N O W Ut N N W O N N a Q) rV N ITl H co a) a w 0 Ut )D p co J U) Q) a --4 W ?-' N O W -4 OD = H 1-14 Hq 14-R4 HS rn 0 LOCATE 'DIRT BAGS' HERE- . ? +60 -L.- IDUSTING 66.00 CONSTRUCT _ EXTENSIONS-- . b SHEET PILING FOR EASTERN BARREL------._ +20 -L- BUSTING 6.00 PROPOSED CONSTRUCTION SEQUENCE PROVIDED BY. RAY LOVINGGOOD.P.E. NCDOT HYDRAULICS UNIT ? j I ? I j l L?I? ? Iill ± I j II ? ? z 1 Q)L Iru i I I Q19i I II i I rl- 11, I II I I ? I I N llll I I ? j? 00 11^l I I I I till 1`j'l..l I W I 1 \? J i a l i i?f' l l l I lilt, I -m I I I c? -A I ?/ / N ??,? I ~ m I lily lj ? < 2-1 X9 '? AR EL I m +00 YPL S 1 " \ I SHEET PILING FOR „I? I I l 1 STERN BARREL I ,lid / / it 1 III\? ?, it I I Ill I ? I III I Jill I I -+- I ILA I I II ?_? 111 111L, i l i I 1111 I ll lijt? i j j I II /.00 it I ? ?? I ?Ifi I III t I I t? Illll I n Onl I ?? i I c? c.? l i ?r i ? Il?j I I I I IIII I III. I ? I 1 I? ? u?? I CONSTRUCTION SEQUENCE PHASE 1. INSTALL SHEET PILING AND DEWATER THE EASTERN BARREL. 2. PUMP OUT CONSTRUCTION SITE TO 'DIRT BAGS.' 3. MAINTAIN FLOW THROUGH THE WESTERN BARREL. 4. CONSTRUCT UPSTREAM AND DOWNSTREAM EXTENSIONS. 5. PLACE FILTER FABRIC AND CLASS I RIP RAP ADJACENT TO OUTLET WING WALL. 6. REMOVE SHEET PILING. N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS ROBESON COUNTY PROJECT: 36781 (DDC) DIVISION 6 DOUBLE 10'w : 9'h RCBC EXTENSIO] NC 211 OVER JACOBS SWAMP SHEET i OF Z 0 LOCATE 'DIRT BAGS' HERE- CONSTRUCT EXTENSIONS SHEET PILING FOR WESTERN BARREL I PROPOSED CONSTRUCTION SEQUENCE PROVIDED BY- RAY LOVINGGOOD,P.E. NCDOT HYDRAULICS UNIT ply I ? I III I I IIII ?, I Ilu I I I I lilt IIII I I IIII I I IIII I I IIII 1 I f?l`II I \ II II I I?? I dill / ?Illll I JIII I 9111 I if ILl I if- 1? I 1 1 lilt I1 II I Ulj Ili. I CONSTRUCTION SEQUENCE PHASE 2 N Ln N ? o rn 2-I X9 AR 2EL WA YP 0 V I I I I y ?\ SHEET PILING FOR l I STERN BARREL I11 ? l i l t l fl I,_qf f f f11 I ???f 1 /--V+Oo I ?y?II I r 1'I?f I IIII II r) i \1 II Do ? V r c? 1 1. INSTALL SHEET PILING AND DEWATER THE WESTERN BA 2. PUMP OUT CONSTRUCTION SITE TO 'DIRT BAGS.' 3. MAINTAIN FLOW THROUGH THE EASTERN BARREL. 4. CONSTRUCT UPSTREAM AND DOWNSTREAM EXTENSIONS. 5. PLACE FILTER FABRIC AND CLASS I RIP RAP ADJACENT TO OUTLET WING WALL. 6. REMOVE SHEET PILING. 1 I I1?' I I I?1 ? ? U41 q ?9 I Q ilk- ?' Ij I .. I II ? ?- I II I ?I =? f00 I III I 1111 / ? N ? I / ll / Wm 111 1. 1 'Z too N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS ROBESON COUNTY PROJECT: 36781 (DDC) DIVISION 6 DOUBLE 101w z Th RCBC EXTENSIO NC 211 OVER JACOBS SWAMP SHEET I OF Z FRIN t t r! r A? E? , m m 71 ?, . -, MICHAEL F. EASLEY. GOVERNOR STATE OF NORTH CAROLINA, DEPARTMENT OF TRANSPORTATION jPSF 9 ?, D L YE NCDENR Division of Water Quality John Hennessy 2321 Crabtree Blvd. Suite 250 Raleigh, NC 27604-2260 DECEMBER 15, 2005 052215 RE: Minor Road Crossings / NC 211 / Robeson County State Project # 36781 USACOE NWP#14/33 / NCDENR WQC 3404/ GC 3366 Dear Mr. Hennessy: Enclosed, please find seven (7) copies of a PCN and related documentation for a Minor Road Crossing (Culvert Extension) along NC 211 (11+91.63) in Robeson County. The project will be completed in compliance with NCDENR Division of Water Quality General Certification 3404 / 3366, and, USACE Nationwide Permit #14 / 33. This project is being submitted under the 401 Automated Payment Procedure. The State Project Number is 36781 and, the permit fee is 200.00. A separate copy of this submission has been forwarded to Ken Averitte of the Fayetteville Regional Office. If you should have any questions or comments regarding this notification, please feel free to contact me. S' cerely, James . Rerko, PWS Division 6 Environmental Officer i ` J P. O. Box 1150, Fayetteville, NC 28302-1150 - Telephone (910) 437-0208 - Fax (910) 486-1959 i..i