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HomeMy WebLinkAbout20011026 Ver 1_COMPLETE FILE_20010705o?o? W AT O `C Michael F.-Easley Governor William G. Ross, Jr., Secretary Department of Environment and Natural Resources Kerr T. Stevens Division of Water Quality July 25, 2001 DWQ# 01-1026 Wilson County Ellis Willford County Manager PO Box 1728 101 N. Goldsboro Street Wilson, North Carolina 27894-1728 APPROVAL of 401 Water Quality Certification and Neuse Buffer Rules Dear Mr. Willford You have our approval, in accordance with the attached conditions, to extend a waterline for the Wilson County Southwest Water District - Phase One, to serve residents in Wilson County, as described in application materials received by the Division of Water Quality on July 5, 2001. After reviewing your application, we have decided that this work is covered by General Water Quality Certification Number 3288, which can be downloaded from our web site at http://h2o.enr.state.nc.us/ncwetlands . This Certification allows you to use Nationwide Permit Number 12 when the Corps of Engineers issues it. This approval is also valid for the Neuse Buffer Rules (15A NCAC 2B .033). In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge, State Stormwater and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 permit expires unless otherwise specified in the General Certification. This approval is only valid for the purpose and design that you described in your application. If you change your project, you must notify us in writing and you may be required to send us a new application for a new certification. If the property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification and the additional condition listed below: 1. Anti-seep collars must be used where applicable to prevent the draining of wetlands. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-9646 or Steve Mitchell in the Raleigh Regional Office at 919-571- 4700. Sincerely, Stevens Attachment cc: Corps of Engineers Raleigh Regulatory Field Office Raleigh DWQ Regional Office File Copy Central Files W. Landon Younce, Green Engineering, P.L.L.C., PO Box 609, Wilson, NC 27893 North Carolina Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, INC 27604-2260 (Location) June 29, 2001 40 1 /S ? SVED North Carolina Department of Environment And Natural Resources Division of Water Quality 1617 Mail Service Center Raleigh, North Carolina 27699-1617 JUL - 5 2W Attention: Mr. John Dorney J SUBJECT: Nationwide 12 Permit Application Wilson County Southwest Water District - Phase One Water System Extensions Clean Water Grant No. 0822 Wilson County, North Carolina 0 2b PN: 99-278.2 Dear Mr. Dorney: On behalf of the County of Wilson, please find enclosed for your review the following items pertaining to the above subject project: • Seven (7) copies of the Nationwide 12 Permit Application • Seven (7) copies of the project narrative with individual stream crossings details • Seven (7) 8 '/z" by 11" copies of construction drawings showing each of eight (8) proposed stream crossings by water main • Seven (7) copies of U. S.G.S. Quadrangle maps showing all stream crossings Also, please find enclosed the $200.00 fee for reviewing application. If you should have any questions or require additional information please do not hesitate to contact this office. Respectfully, W. Landon unce, E.I. WLY/ Enclosures: As Stated Pqy,??? RF???? T FQ GREEN ENGINEERING, PLLC WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT 303 N. GOIDSRORO ST. PO BOX 609 WI ISON N.C- 2 7893 TEL 251.237.5365 FAX 252.243.7489 GREENENGOCOCENTRAL.COM 4.01 ISSULO- JUL - 5 2001 r- 1 U1 1O26 Q OF W ATFR QG Pre-Construction Notification (PCN) Application Form For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401 General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USAGE) Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's (DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401 Water Quality Certification. The USACE Individual Permit application form is available online at http://www.saw.usace.army.mil/wetlands/Perm- apn.htm. The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide, Regional or General permits, and to determine which permit applies to your project, please go to the USACE website at http://www.saw.usace.army.mil/wetlands/regiour,ht m, or contact one of the field offices listed at the end of this application. The website also lists the responsible project manager for each county in North Carolina and provides additional information regarding the identification and regulation of wetlands and waters of the U.S. The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant which 401 Certification will apply until the 404 Permit type has been determined by the USACE. Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The applicant is also advised to read the full text of the General Certification (GC) matching the specific 404 Permit requested. In some cases, written approval for some General Certifications is not required, provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should contact DWQ's Central Office in Raleigh at (919) 733-1786. Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC regional coordinator (listed by county on the last page of this application). PAYMENT Page 1 of 12 CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on the last page of this application) the applicant should also contact the North Carolina Division of Coastal Management (DCM) at (919) 733-2293. DCM will determine whether or not the project involves a designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such cases, DCM will require a Coastal Area Management Act (LAMA) Permit and will coordinate the 404/401 Permits. USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms, photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this application). Upon receipt of an application, the USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant to address information needs for all USACE Nationwide, Regional or General permits, as well as information required for State authorizations, certifications, and coordination. Fully providing the information requested on this form will result in a complete application for any of the USACE Nationwide, Regional or General permits. To review the minimum amount of information that must be provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12$93 (March 9, 2000), available at http://www saw usace army mil/wetlands/nnfinalFedRea.pdf. Processing times vary by permit and begin once the application has been determined to be complete. Please contact the appropriate regulatory field office for specific answers to permit processing periods. 401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center, Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401 Certification, then a non-refundable application fee is required. In brief, if project impacts include less than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is required. A check made out to the North Carolina Division of Water Quality, with the specific name of the project or applicant identified, should be stapled to the front of the application package. For more information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be attached with the application unless the applicant is a federal agency in which case the check may be issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules, the application fee does not apply, and the applicant should clearly state (in a cover letter) that only Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional requested information, or denial. Page 2 of 12 Office Use Only: 01 !026 Form Version April 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. I. Processing 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: 12 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: ? II, Applicant Information Owner/Applicant Information Name: County of Wilson Mailing Address: PO Box 1728 _ 101 N Goldsboro St Wilson, North Carolina 27894-1728 Telephone Number: (252) 399-2803 Fax Number: (252) 237-4381 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: W Landon Younce E I Company Affiliation: Green Enstineerin,,._P L L C Mailing Address: P O Box 609 303 N Goldsboro St --- Wilson. North Carolina Telephone Number: (242) 237-5365 Fax Number: (252) 243-7489 E-mail Address: greeneng@cocentretl.com Page 3 of 12 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 MRCS 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: Wilson County Southwest Water District - Phase One 2. T.I.P. Project Number (NCDOT Only): N/A (.Clean Water. Grant No. 0822 3. Property Identification Number (Tax PIN): N/A 4. Location County: Wilson Nearest Town: ?I ucama Subdivision name (include phasellot number): N/A Directions to site (include road numbers, landmarks, etc.): U.S. Hwy 301 SR 1100, SR 1103, SR 1113, SR 1170, SR 1162, SR 1169, SR 1172, SR 1173 SR 1174 SR 1175, SR 1615, SR 1645, SR 1646, SR 1647, SR 1648 5. Site coordinates, if available (UTM or Lat/Long): see attached - Stream Crossing Summary (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: rural farmland and wooded areas 7. Property size (acres): Approximately 36 acres 8. Nearest body of water (stream/river/sound/ocean/lake):Lee Swamp Black Cr, Contentnea Cr. 9. River Basin: Neuse (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/mgps/.) Page 4 of 12 10. Describe the purpose of the proposed work: Water Distribution and Storage Facilities 11. List the type of equipment to be used to construct the project: Backhoe or trenchinsz ui ment will used to install water main. 12. Describe the land use in the vicinity of this project: rural farmland 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 VL 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 5 of 12 1. Wetland Impacts Wetland Impact Site Number (indicate on map) 1 2 2-A 3 4 5 6 Type of Impact* Area of Impact acres Located within 100-year Floodplain** estno Distance to Nearest Stream linear feet Type of Wetland*** Excavation .007 no 0 Forested wetland Excavation .004 no 0 Forested wetland Excavation .002 no 0 Forested wetland Excavation .003 no 0 Forested wetland Excavation .002 no 0 Open freshwater marsh Excavation .003 no 0 Forested wetland Excavation .009 yes 0 Forested wetland and clearing ited to' me li chanized clearing grading fill, m • List each impact separately and identify temporary impacts. Impacts mclude, but are not 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 http•//www.fema.gov. **• List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) List the total acreage (estimated) of existing wetlands on the property: 0 15 Ac. Total area of wetland impact proposed: 0.05 Ac 2. Stream impacts, including all intermittent and perennial streams h Wid Perennial or Stream Impact Site Number indicate on ma Type of Impact* Length of Impact linear feet Stream Name** t Average of Stream Before Impact Intermittent? lease specif 1 Excavation 10 U.T. (Lee Swamp) 30 Perennial 2 Excavation 10 U.T. (Lee Swamp) 18 Perennial i 2-A Excavation 10 U.T. (Lee Swamp) 12 ttent Interm 3 Excavation 10 U.T. (Black Creek) 24 Perennial 4 Excavation 10 U.T.(Contentnea Creek) 14 Intermittent i l 5 Excavation 10 U.T. (Cedar Creek) 20 a Perenn l 6 Excavation 10 U.T.(Cedar Creek) 40 Perennia 7 Excavation 10 U.T.(Contentnea Creek) 6 t:--;*-A 4., „1vu Intermittent rlc onrt ncaminted rin-ran_ List each impact separately and identify temporary impacts, impacts mcruuG, vua aao UVL.,.., --------------- - ., dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net losslgaui) stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightming, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included •" Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.usas.ROV. Several internet sites also allow direct download and printing of USGS maps (e.g., www tovozone.cotn www.mapguest.com etc.). Cumulative impacts (linear distance in feet) to all streams on site: 80 ft. Page 6 of 12 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. 1:- . -A 4n• 4:11 ovnovo4inn ArpAuino List each impact separately and identity temporary impacts. iutpataw utctuuc, vut 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. All stream crossings to be performed within existing NCDOT or local Rights of Wav All crossings to be made in shoulder of roadway and under existing storm drainage structures wherever possible Page 7 of 12 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 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/strrngide.htmi. 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 Page 8 of 12 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 hn://h2o 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): N/A Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): 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 ? X. 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 ? 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. Yes ® No ? If you answered "yes", provide the following information: Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Neese), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Page 9 of 12 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* lmpact care feet Multiplier Required Miti on 1 4,800 3 N/A 2 3,200 1.5 N/A Total 8,000 N/A • Zone 1 extends out 30 feet perpendicular from near bank of channel; Gone2 extends an additional 20 feet from the edge of Zone 1. X1. MIL Lf 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. 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. _ The project is almost entirely pervious All pine will be installed below ground 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. N/A XM. Violations (DWQ Only) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No 0 Is this an after-the-fact permit application? Yes ? No Page 10 of 12 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). Ellis Williford - County Manager 60 Applicant/Agent's Si re Lj"v - (Agent's signature is va 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 US Army Corps of Engineers Avery Clay Jackson Polk 151 Patton Avenue Buncombe Cleveland Lincoln Rowan Room 208 Burke Gaston Macon Rutherford Asheville, NC 28801-5006 Cabarms Graham Madison Stanley Telephone: (828) 271-4854 Caldwell Haywood McDowell Swain Fax: (828) 271-4858 Catawba Henderson Mecklenburg Transylvania Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes 6508 Falls of the Neuse Road Ashe Franklin Nash Surry Suite 120 Caswell Forsyth Northampton Vance Raleigh, NC 27615 Chatham Granville Orange Wake Telephone: (919) 876-8441 Davidson Guilford Person Warren Fax: (919) 876-5283 Davie Halifax Randolph Wilkes Washington Regulatory Field Office Beaufort Currituck Jones US Army Corps Of Engineers Bertie Dare Lenoir Post Office Box 1000 Camden Gates Martin Washington, NC 27889-1000 Carteret* Green Pamlico Telephone: (252) 975-1616 Chowan Hertford Pasquotank Fax: (252) 975-1399 Craven Hyde Perquimans Wilmington Regulatory Field Office Anson Duplin Onslow US Army Corps Of Engineers Bladen Harnett Pender Post Office Box 1890 Brunswick Hoke Richmond Wilmington, NC 28402-1890 Carteret Montgomery Robeson Telephone: (910) 251-4511 Columbus Moore Sampson Fax: (910) 251-4025 Cumberland New Hanover Scotland Pitt Tyrrell Washington Wayne Union Watauga Yancey Wilson Yadkin *Croatan National Forest Only Page 11 of 13 US Fis US Fish and Wildlife Service Raleigh Field Office Post Office Box 33726 Raleigh, NC 27636-3726 Telephone: (919) 8564520 It and Wildlife Service / National N US Fish and Wildlife Service Asheville Field Office 160 Zillicoa Street Asheville, NC 28801 Telephone: (828) 665-1195 (arine Fisheries Service National Marine Fisheries Service Habitat Conservation Division Pivers Island Beaufort, NC 28516 Telephone: (252) 728-5090 North Carolina State Agencies Division of Water Quality 401 Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Telephone: (919) 733-1786 Fax: (919) 733-9959 Division of Water Quality Wetlands Restoration Program 1619 Mail Service Center Raleigh, NC 27699-1619 Telephone: (919) 733-5208 Fax: (919) 733-5321 CAMA and NC Coastal Counties State Historic Preservation Office Department Of Cultural Resources 4617 Mail Service Center Raleigh, NC 276994617 Telephone: (919) 7334763 Fax: (919) 715-2671 Division of Coastal Management Beaufort Chowan Hertford Pasquotank 1638 Mail Service Center Bertie Craven Hyde Pender Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans Telephone: (919) 733-2293 Camden Dare Onslow Tyrrell Fax: (919) 733-1495 Carteret Gates Pamlico Washington NCWRC and NC Trout Counties Western Piedmont Region Coordinator Alleghany Caldwell Watauga 3855 Idlewild Road Ashe Mitchell Wilkes Kernersville, NC 27284-9180 Avery Stokes Telephone: (336) 769-9453 Burke Surry Mountain Region Coordinator Buncombe Henderson Polk 20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford Waynesville, NC 28786 Clay Macon Swain Telephone: (828) 452-2546 Graham Madison Transylvania Fax: (828) 506-1754 Haywood McDowell Yancey Page 12 of 12 r PROJECT NARRATIVE STREAM CROSSING SUMMARY WILSON COUNTY SOUTHWEST WATER DISTRICT - PHASE ONE CLEAN WATER GRANT NO. 0822 WILSON COUNTY, NORTH CAROLINA Project Description The purpose of this project is to extend water main to serve existing residents of Wilson County, North Carolina in an effort to provide potable water to those residents. The project will include construction of approximately 132,600 LF of 12" ?, 8" ? and 6" ? water main with appurtenances, one (1) 250,000 gallon elevated storage tank on Yank Road (SR 1615), one (1) 250,000 gallon elevated storage tank on Boswellville Road (SR 1175), and one (1) booster pumping facility on Yank Road (SR 1615). The project is located directly north and northwest of the Town of Lucama and all water main will be constructed entirely within the right of way of the following roadways: U.S. Hwy 301, SR 1100, SR 1103, SR 1113, SR 1170, SR 1162, SR 1169, SR 1172, SR 1173, SR 1174, SR 1175, SR 1615, SR 1645, SR 1646, SR 1647 and SR 1648. The total project area is approximately 36 acres. Stream Crossing Locations There are eight (8) intermittent stream crossing and stream crossing locations on this project. The streams to be crossed are tributary to Lee Swamp, Black Creek and Contentnea Creek, which all drain into the Neuse River Basin. Stream Crossing #1 Stream Crossing No. 1 is by 8" ? ductile iron restrained joint water main and is found on Sheet 14 of 38 Construction Plans and consists of water main crossing around 36" ? and 48" ? RCP Culvert within the SR 1113 (Lloyd Road) Right of Way. A minimum of 2.0' cover will be maintained beneath the streambed throughout the crossing. Location Coordinates: Latitude 35° 39' 37.42843", Longitude 78° 02' 20.86587" Stream Crossing #2 Stream Crossing No. 2 is by 8" ? ductile iron water main and is found on Sheet 13 of 38 Construction Plans and consists of water main crossing around twin 54"+ RCP within the SR 1100 (St. Mary's Church Road) Right of Way. A minimum of 2.0' cover will be maintained beneath the streambed throughout the crossing. Location Coordinates: Latitude 35° 39' 20.98706", Longitude 78° 01' 52.46990" 1f:\Wo99\99278.2\zt=m crossing nw.d- 06129/01 9:52 AM Stream Crossing #2-A Stream Crossing No. 2-A is by 8" ? ductile iron water main and is found on Sheet 13 of 38 Construction Plans and consists of water main crossing around twin 30" ? RCP within the SR 1100 (St. Mary's Church Road) Right of Way. A minimum of 2.0' cover will be maintained beneath the streambed throughout the crossing. Location Coordinates: Latitude 35°39' 23.38190", Longitude 78°01' 47.19502" Stream Crossing #3 Stream Crossing No. 3 is by 8" ? ductile iron water main and is found on Sheet 9 of 38 Construction Plans and consists of water main crossing around 60" ? RCP within the SR 1100 (St. Mary's Church Road) Right of Way. A minimum of 2.0' cover will be maintained beneath the streambed throughout the crossing. Location Coordinates: Latitude 35° 39'45.80859", Longitude 77° 59'47.57449" Stream Crossing #4 Stream Crossing No. 4 is by 6" ? ductile iron water main and is found on Sheet 36 of 38 Construction Plans and consists of water main crossing around twin 42" ? RCP culvert within the SR 1169 (Radford Road) Right of Way. A minimum of 2.0' cover will be maintained beneath the streambed throughout the crossing. Location Coordinates: Latitude 35° 41' 41.94018" , Longitude 77° 59'26.70358" Stream Crossing #5 Stream Crossing No. 5 is by 8" ? ductile iron water main and is found on Sheet 32 of 38 Construction Plans and consists of water main crossing around twin 54" ? RCP culvert within the SR 1100 (St. Mary's Church Road) Right of Way. A minimum of 2.0' cover will be maintained beneath the streambed throughout the crossing. Location Coordinates: Latitude 35° 39' 59.44685", Longitude 77° 58' 54.80071" Stream Crossing #6 Stream Crossing No. 6 is by 12" ? ductile iron water main and is found on Sheet 5 of 38 Construction Plans and consists of water main crossing around triple 72" ? RCP culvert within the SR 1645 (Blalock Road) Right of Way. A minimum of 2.0' cover will be maintained beneath the streambed throughout the crossing. Location Coordinates: Latitude 35° 38'43.80175", Longitude 77° 58' 18.59767" Stream Crossing #7 Stream Crossing No. 7 is by 12" ? ductile iron water main and is found on Sheet 20 of 38 Construction Plans and consists of water main crossing around 36"c RCP within the SR 1103 (Wiggins Mill Road) Right of Way. A minimum of 2.0' cover will be maintained beneath the streambed throughout the crossing. Location Coordinates: Latitude 35° 41' 04.59006" , Longitude 78° 00' 18.89775" HAWo99\99278.Numn ermw% nur.dm 06/29101 9:52 AM T ` 14 3SES ROADWAY `4O ?AIL) Y4 JUL R52001 ?S WATER MAIN CROSSES ROADWAY hq \ ` R CULVERTS (SEE DETAIL) (3o?TFR ,yq? ?`? \ m3j A S' \ / OP I q0 8"0 18 LF 8"0 DUCTILE IRON 3 WATER MAIN UNDER EX. \8"o 24"0 CMP (MAINTAIN 12" MINIMUM SEPARATION) 3) ? B DETAIL 14 BANK STABILIZATION \ SEE DETAIL \ 8"0 (SHEET DS2 OF 7) 36 LF 8"0 DUCTILE IRON PIPE W/ C RDETAIL ESTRAINED JOINT AND 36 LF 8"0 14 DUCTILE IRON WATER MAIN AROUND EX. 36"0 AND 48"0 CMP (MAINTAIN 2' MINIMUM COVER OVER PIPE IN STREAM) / 1 . i I ST. MARY'S CHURCH ROAD -- (SR ' - C 8"o r S ? ricy?Rcti ROgo 8"0 WATER MAIN CROSSES ROADWAY B CULVERT (SEE DETAIL) 13 ST. MARY'S CHURCH ROAD (SR 1100) _ m 8"0 ----- ?? - --------- --- ---- ?---- ------------- ---- --1 Q 1 - 8"X6" HYDRANT TEE 1 - 8" GATE VALVE 1 - 6" GATE VALVE 1 - HYDRANT ASSEMBLY BANK STABILIZATION DETAIL SEE DETAIL I` (SHEET DS2 OF 7) 18 LF 8*0 DUCTILE IRON WATER MAIN UNDER EX. 15"0 RCP (MAINTAIN 12" MINIMUM SEPARATION) 3p LF 8.0 DUCTILE IRON PIPE W/ RESTRAINED JOINT AND 36 LF 8*0 DUCTILE ' IRON WATER MAIN AROUND EX. TWIN 54"0 CMP (MAINTAIN 2' MINIMUM COVER OVER PIPE IN STREAM) B DETAIL C NAIL 13 13 i ?. 8*0 ASR \??? ??_ Mjjl FOG _ Or, VERB 7?° Z A . ! _ 8" _ WATER MAIN CROSSES ROADWAY CULVERT (SEE DETAIL) 1 ST ? MAA?'S \ SSA ri cy?RcH Rogo 8"0 BANK STABILIZATION rn ?? rn f SEE DETAIL - ----- (SHEET DS2 OF 7) 8"0 8"0 54 LF 8"0 DUCTILE IRON WATER 1 - 8"X6" HYDRANT TEE MAIN AROUND EX. TWIN 30"0 1 - 8" GATE VALVE PVC (MAINTAIN 2' MINIMUM - 6" GATE VALVE COVER OVER PIPE IN STREAM) -HYDRANT ASSEMBLY A DETAIL BANK STABILIZATION 13 SEE DETAIL . (SHEET DS2 OF 7) WATER MAIN 5' OFF ' 10 ,DWAY EDGE-OF-PAVT TYP J (3' MIN. COVER) D = 9 WATER MAIN CROSSES ROADWAY a CULVERT (SEE DETAIL) I r I I I I I I ' 1 ST. MARY'S CHURCH ROAD - (SR 1100) 8"o 8"0 DUCTILE IRON MAIN UNDER EX. '.P (MAINTAIN 12" A SEPARATION) w ? -r - TI??M CRcf-?!M - 36 LF 8"0 DUCTILE IRON 8"o WATER MAIN AROUND EX. 60"0 ` ` - CMP (MAINTAIN 2' MINIMUM COVER OVER PIPE IN STREAM) BANK STABILIZATION SEE DETAIL (SHEET DS2 OF 7). -W- 3 ------ 4 ---------- -- ------------------- I TEE _- __ - BLY I I 6"? WATER MAIN CROSSES ROADWAY C I CULVERT (SEE DETAIL) 36 FIADPORD ROAD - - .SR 1169) 6"0 S-t'R??v?n c?s5r,,?c? p , 72 LF 6"0 DUCTILE IRON WAR ` 600 MAIN AROUND EX. TWIN 42*0 CMP (MAINTAIN 2' MINIMUM COVER OVER PIPES IN STREAM) BANK STABILIZATION SEE DETAIL (SHEET DS2 OF 7) [37]? B C nrT 36 ' I IARY'S CHURCH ROAD (SR 1100) ----------- --_ -------_-- - - - - --- - - - - - -----_ ---- ---? --_--1 - ------------------ ------- ------ - - -,,-- _----- -= B WATER MAIN 5' OFF WATER MAIN CROSSES ROADWAY 2 \ EDGE-OF-PAV'T TYP CULVERT (SEE DETAIL) 1 (3' MIN. COVER) 1 - 8"X6" HYDRANT TEE \ i 1 - 8" GATE HALVE I \ / / \ 1 - 6" GATE VALVE I - HYDRANT ASSEMBLY 1 ?/ \ ? j ST. MARY'S CHURCH ROAD T -------------- ------------ u 8"O? (SR t100) ?ON X. 2" A 2 B DETAIL 32 - ?-- ?10 . ?5 120 . -AG G i . . 12"0 WATER MAIN CROSSES ROADWAY CULVERTS (SEE DETAIL) R Mp,1N 5: oll WATE _pp,V T I AN F CpVER? 12"x6" HYDRANT TEE 12" GATE VALVE 6" GATE VALVE HYDRANT ASSEMBLY G 160) / / I I I ? i ? ? ? cA. ? ? ? 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