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HomeMy WebLinkAbout20040504 Ver 1_COMPLETE FILE_20040331 Michael F, Easley, Governor William G, Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, p, E. Director Division of Water Quality Coleen H. Sullins. Deputy Director Division of Water Quality May 6, 2004 DWQ Project No. 04-0504 Orange County Page 1 of 3 Town of Hillsborough Attn: Mr. Kenny Keel PO Box 429 101 East Orange Street Hillsborough, NC 27278 Lakeshore Drive Sewer Improvements, Lakeshore Drive, HlIIsborough, NC Eno River [03-04-01,27-2-(7), C NSW (nutrient sensitive)] APPROV AL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River Buffer Protection Rules (15A NCAC 2B .0233) with ADDITIONAL CONDITIONS Subject Property: Dear Mr. Keel: You have our approval, in accordance with the attached conditions and those listed below, to place fill within or otherwise impact 35 feet of streams and 16,200 square feet (ff) (or 0.37 acres) of protected riparian buffers for the purpose of installing a gravity sewer line to replace a failing pump station ~t the subject property, as described within your application dated March 31, 2004 and received by the N.C. Division of Water Quality (DWQ) on March 31, 2004. After reviewing your application, we have decided that the impacts are covered by General Water Quality Certification Number(s) 3374 (GC3374). The Certification(s) allows you to use Nationwide Permit(s) 12 when issued by the US Army Corps of Engineers (USACE). This letter shall also act as your approved Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 2B .0233. In addition, you should obtain or otherwise comply with any other required federal, state or local permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control and Non-discharge 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 and you may be required to send us 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 conditions. If total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions list~ in the attached certification and any ,additional conditions listed below. Conditions: 1. Erosion & Sediment Control Practices - Erosion and sediment control practices must be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices in order to protect surface waters standards: a. The erosion and sediment control measures for the project must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual. b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the project. 2. No Waste, Spoil, Solids, or Fill of Any Kind - No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Preconstruction Notice Application. North Carolina Division of Water Quality, WETLANDS I 401 UNIT 2321 Crabtree Blvd.. Raleigh. NC 27604-2260 (Location) 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 919-733-1786 (phone), 919-733-6893 (fax), http://h20.enr.state.nc,us/ncwetlands Town of Hillsborough Page 2 of 2 May 6, 2004 All construction activities, including the design, installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be performed so that no violations of state water quality standards, statutes, or rules occur. 3. No Sediment & Erosion Control Measures win Wetlands or Waters - Sediment and erosion control measures shall not be ~Iaced in wetlands or waters to the maximum extent practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and the natural grade restored within six months of the date that the Division of Land Resources has released the project. 4. Certificate of Completion - Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return the attached certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. 5. Water Quality Certification(s) - The proposed project must comply with all of the conditions of General Water Quality Certification(s) (GC) 3374. 6. Sewer Systems - The project shall comply with 15A NCAC 2H .0219(i)(2)(G) and all other State, Federal and local sewer system regulations. Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the Federal 404 and/or coastal Area Management Act Permit. This Certification shall expire upon expiration of the 404 or CAMA permit. If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts), 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, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing. Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 150B. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have any questions, please telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726. Sincerely, -Alan W. Klimek, P.E., NC DWQ, Director Attachments: Certificate of Completion GC 3374 Cc: Todd Preuninger, S&EC, Inc., 11010 Raven Ridge Road, Raleigh, NC 27614 USACE Raleigh Regulatory Field Office DWQ Raleigh Regional Office DLR Raleigh Regional Office File Copy Central Files DWQ # 04-0504 Date: May 6, 2004 bz S& EC Soil & Environmental Consultants, PA 11010 Raven Ridge Road . Raleigh, North Carolina 27614 . Phone: (919) 846-5900 . Fax: (919) 846-9467 www.SandEC.com March'3~, 2004 40~ USSUED NC-DWQ Mr. John Dorney 2321 Crabtree Blvd, Raleigh, NC US Army Corps of Engineers Attn: Mr. Todd Tugwell 6508 Falls of the Neuse Rd" Suite 120 Raleigh, NC 27615 RE: Nationwide Permit 12/Buffer Compliance Lakeshore Drive Sewer Improvements Town of Hills borough, Orange County, North Carolina S&EC Project #: 8290 WI ,I Dear Mr. Tugwell and Mr. Dorney: On behalf of The Town of Hillsborough (applicant), we hereby request authorization from the US Army Corps of Engineers (USACE) to use Nationwide Permit 12 for the subject project to allow for a temporary creek crossing and request authorization from the NC-DWQ for parallel impacts to Zone 2 of the Neuse Riparian Buffer. With the exception ofImpact 2, all stream crossing will utilize directional drilling in order to minimize impacts, Impact 2 consists of a temporary construction crossing and will impact 35 linear feet of an intermittent channel (see attached impact maps). Following construction, the banks will be re-seeded and returned to pre- construction contours, A Pre-construction Notification Application (PCN) is attached, which includes an Agent Authorization Form, The proposed project consists of temporary impacts resulting from the installation of a gravity sewer line along Lakeshore Drive in Hillsborough, North Carolina. Please refer to the attached map (Figure 1) for the project's location on a USGS topographic quadrangle, Temporary impacts consist of35 linear feet of channel impact and 16,200 square feet of riparian buffer impact. Please note that impact 4 consists of parallel impacts to the riparian buffer. These impacts could not be avoided due to the presence of existing utility buildings and to allow for a potential home- site. Additionally, in order to 'tie-in' to an existing sewer line, impacts to zone 1 (impact 5), could not be avoided. Please note that because the existing use will not be altered, we do not believe mitigation should be required for these impacts; however, if mitigation is required, the applicant proposes payment to the Ecosystem Enhancement Program (EEP), The USACE's current policy requires applicants to avoid and minimize wetland and stream channel impacts to the maximum extent practicable and may require compensatory mitigation to offset unavoidable losses of waters ofthe US for impacts for impacts to a forested wetland due to utility lines or if a discharge causes the loss of any open waters. Because impacts are temporary and because the proposed project is to replace a failing pump station, we do not believe mitigation should be required. Charlotte Office: 236 LePhillip Court, Suite C Concord, NC 28025 Phone: (704) 720-9405 Fax: (704) 720-9406 Greensboro Office: 3817-E Lawndale Drive Greensboro, NC 27455 Phone: (336) 540-8234 Fax: (336) 540-8235 Hickory Office: 622 Coon Mountain Lane TaylorsviJIe, NC 28681 Phone: (828) 635-5820 Fax: (828) 635-5820 March 31,2004 S&EC Project #: 8290,Wl Page 2 of2 The NC-DWQ riparian buffer rules allow parallel impacts to Zone 1 and Zone 2 ofthe riparian buffer with prior approval when the impacts cannot be avoided, Because the impacts to the buffer cannot be avoided due to topographic constraints and the presence of utility buildings, we believe that the NC-DWQ can issue a permit authorizing the impacts, Moreover, we do not believe mitigation should be required for impacts to Zone I, An existing sewer line easement is located in zone I of the riparian buffer and its use will not be changed by this project. Sincerely, ~JfL ItV---~-//. Todd Preuninger Biologist/Project Manager Attachments: Pre-construction Notification Form (PCN) Site Location Map-USGS (Figure I) Soil Survey Map (Figure 2) Proposed Wetland Impact Maps Data Forms Agent Authorization Form Office Use Only: Fonn Version May 2002 US ACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/ A".) I. Processing 1. Check all of the approval(s) requested for this project: C8J Section 404 Permit C8J D Section 10 Permit D D 401 Water Quality Certification Riparian or Watershed Buffer Rules Isolated Wetland Permit from DWQ 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: C8J 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: D 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: D II. Applicant Information 1. Owner/Applicant Information Name: Town of Hillsborough - Attn: Mr. Kenny Keel Mailing Address: PO BOX 429 101 East Orange Street Hillsborough, North Carolina 27278 Telephone Number: 919-732-1270 E-mail Address: Fax Number: 644-2390 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached ifthe Agent has signatory authority for the owner/applicant.) Name: Todd Preuninger Company Affiliation: Soil & Environmental Consultants, P A Mailing Address: 11010 Raven Ridge Road Raleigh, NC 27614 Telephone Number: (919)846-5900 Fax Number: (919)846-9467 E-mail Address:preuninger((V.SandEC.com Page lof8 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 II 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: Lake Shore Drive Sewer Improvements 2. T.I.P. Project Number or State Project Number (NCDOT Only): NA 3. Property Identification Number (Tax PIN): NA 4, Location County: Orange Nearest Town: Hillsborough Subdivision name (include phase/lot number): NA Directions to site (include road numbers, landmarks, etc.): The proposed sewer easement is located on the southwest side of Lakeshore Drive, The attached USGS shows the approximate location of the easement. 5. Site coordinates, if available (UTM or Lat/Long): NA (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): NA 7. Nearest body of water (streamlriver/sound/oceanllake): Eno River 8. 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://h20.enr.state.nc.us/adminlmaps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: The existing easement consists of Pine/Hardwoods as weII as grassed lawns and residential housing. Page 2 of8 10. Describe the overall project in detail, including the type of equipment to be used: The proiect consists of the installation of a gravity sewer line. Typical heavy equipment will be used during construction. 11. Explain the purpose of the proposed work: The purpose of the proposed work is to replace a failing pump station with a gravity sewer line. 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. Wetlands were delineated in October 2003, by Soil & Environmental Consultants, P A. V. Future Project Plans Are any future permit requests anticipated tor this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. No additional impacts are anticipated. 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. 1. Provide a written description of the proposed impacts: The proposed temporary impacts consist of 35 linear feet of intermittent channel for access during construction. The channel will be returned to pre-construction contours following construction. Page 3 of8 2. Individually list wetland impacts below: Wetland Impact Area of Located within Distance to Site Number Type ofImpact* Impact LOO-year Floodplain** Nearest Stream Type ofWetland*** (indicate on map) (acres) (yes/no) (linear feet) NA NA NA NA NA NA ** List each impact separately and identify temporary impacts, Impacts include, but are not limited to: mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc, For dams, separately list impacts due to both structure and flooding, 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps, Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at http://www,fema.gov, List a wetland type that best describes wetland to be impacted (e,g" freshwaterlsaltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc,) Indicate if wetland is isolated (detennination of isolation to be made by USACE only), * *** List the total acreage (estimated) of all existing wetlands on the property: NA Total area of wetland impact proposed: 0.0 3. Individually list all intermittent and perennial stream impacts below: Stream Impact Length of Average Width Perennial or Site Number Type ofImpact* Impact Stream Name** of Stream Intermittent? (indicate on map) (linear feet) Before Impact (please specify) Impact 2 Temporary 35 UT to Eno 4 4 List cach impact scparately and identify temporary impacts, Impacts includc, but arc not limitcd to: culverts and associated rip-rap, dams (scparately list impacts due to botb structurc and flooding), relocation (include linear fect before and aftcr, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc,), excavation, ditching/straightening, ctc, 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 thc nearest downstream named stream into which it flows, USGS maps arc available through the USGS at 1-800-358-9616, or online at WWW.USgS.gov.SeveralintemetsitesalsoallowdirectdownloadandprintingofUSGSmaps(e.g..~ww.topozone.com. www.mapi}).Iest.com. etc,), * Cumulative impacts (linear distance in feet) to all streams on site: 35 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 Water body Type of Water body Site Number Type ofImpact* Impact (lake, pond, estuary, sound, (indicate on map) (acres) (if applicable) bay, ocean, etc,) NA NA NA NA NA * 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): 0 uplands 0 stream Describe the method of construction (e.g., dam/embankment, excavation, draw-down valve or spillway, etc.): NA o wetlands installation of Page 4 of8 Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): NA Size of watershed draining to pond: NA Expected pond surface area: NA 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 will be utilized using directional drilling in order to minimize impacts. Only one channel will be impacted to provide access to the easement during construction. 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://h20.enr.state.nc. us/ncwetlands/ strmgide.html. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a Page 5 ofS description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. Because impacts to the stream channel and the buffer impacts are allowable with prior approval, we do not believe mitigation should be required. 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://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): NA Amount of buffer mitigation requested (square feet): NA Amount of Riparian wetland mitigation requested (acres): NA Amount of Non-riparian wetland mitigation requested (acres): NA Amount of Coastal wetland mitigation requested (acres): NA IX. Environmental Documentation (required by DWQ) Does thc project involve an expenditure of public (federal/state) funds or the use of public (federal/state) land? Yes ~ No 0 If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEP A/SEP A)? Note: If you are not sure whether a NEP A/SEP A document is required, call the SEP A coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes D No ~ If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEP A or SEP A final approval letter. Yes D No D 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. Page 6 ofS Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? y es ~ No 0 If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. li buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact Multiplier Required (square feet) Mitigation 1 6,685 3 NA 2 9,515 1.5 NA Total 16,200 NA * Zone I extends out 30 feet perpendicular rrom near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone I, libuffer 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. Although parallel impacts are proposed to Zone 1 of the riparian buffer in order to 'tie-in' to an existing line, these impacts will be occur within an existing sewer easement and are therefore exempt from mitigation (j,e. the existing use has not been altered). However, if mitigation i~ required, the applicant proposes payment to the EEP. XI. Stormwater (required by DWQ) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss storm water controls proposed in order to protect surface waters and wetlands downstream from the property. NA XII. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. NA Page 7 of8 XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (l5A NCAC 2H .0500) or any Buffer Rules? Yes D No ~ Is this an after-the-fact permit application? Yes D 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). ~ ~ /D'i-- ~ ApplicanUAgent's Signature Date (Agent's signature is valid only if an authorization letter from the applica t is provided.) Page 8 of8 ~~~~/"''';J /" \l;~:--=:t~; ;/111 iN Leo ((/r~(/r()/!;';-)/ -G. ~/ ~V//J/ ,'.\\.'\' r// J /~. 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". ,., ki !~~~ "I~ ~'- \\l~~~~~ 2~;~ !j))i~fr2~~l\\~~( ~ ~~~'~}1Jj1 ~~ ~ 5~, ..~"\' :.. ~;o.~!l/'fi2~)!: ,~~ m~ fkcJ.).)J ~__f\' \~?b \,~(,fl[~~~ ' '~~~Ji\\K<< ~ 2f1 : ~/~ -~ ~~,I,1.\l~,~ (r; ~~ '0 ~-" , ~l,,;~~ :..(C;~) ~Fi b~( ,~\\l:L^ ::-Y/'~ ~ - ~~'-\'\"\\\ln I '.,' F ~ u7Z/!\\ III \ lll" ~ " /' 't"~, .\! ::.s \~~ ~ ~:\'-~~V' ,c;;5: ":j.., ;~~ .. i'-,.) ." . tJ/~ , :i . ~ ~L'8" ,1~ ~j '.... f , ' ; I~ 'L.J'.~'-::: 11--, r~(\'\~;:?J '- *Y/ C/ .~~~ /~~- -',,", r ' /--~, ~-._-' ..' ( ~?,~::::-::\ I~ 2-- ~~ ~~ ~J IL . ~ ~ ')'j ""':'~ ~ Project .: 8290.w1 Project Mgr.:TP Scale: 1 :24000 Date: 1II10/03 Figure 1 . USGS Lakeshore Sewer Town of HiIIsborough HiIIsborough, Orange Co., NC HiIIsborough Quadrangle 1997 Soil & Environmental Consultants, P A 11010 Raven Ridge Rd.. Raleigh, NC 27614 (919) 846-5900 . (919) 846-9467 Web Page: www.SandEC.com f J ProJcct #: 8290.w1 ProJcct Mgr.:TP Scalc: 1 :20000 Date: 11/10/03 Figure 2 - Soil Survey lakeshore Sewer Town of HiIIsborough HiIIsborough, Orange Co., NC Orange Co. Soil Survey I Sheet 14, 1977 ~ Soil & Environmental Consultants, P A 11010 Raven Ridge Rd.' Raleigh, NC 27614 (919) 846.5900. (919) 846.9467 Web Page: www.SandEC.com 133/31/213134 13:55 9195442390 03/31/2004 ll:G5 FAX TOWN HALL PAGE 132 ~OO:U(J02 S& .~X= Soil & Environme,ntal Consultants, PA 11010 lbvwn Rid" RQId . R",e1eb, North C*ob 27614 . Pb.r:>ll&: (919) 8%-5S1OO · F~lt, (919) 846-946'7 w",w,!ilUldEC.~!'IOft AGENT AUTHOJUZATION FORM N.-. ~(MtL~;~T:::::6~jK;~~d IT~~~tr.tlr AddNSS; p-o '5~ ~Ol~"'On\~ ~. J.&tUSba~/tJc..2.'lz.7b Phone: _..9.1'l-'l32.-J Z-'lO -em- '75 -. projectN;lme/OescriPtion:~~~ SerJ~r-lo'!ifJ![(fo r-t' '..c:e. ~/I'" ~~~ tn~-1/iiif- The Oepartlnent of the Army O.S, Army Corps 01 En8fJ:'een, WilminltOO District P.O. 1Ioll: 1890 Wilmington, NC 2M02 Attn; -T~~ -T'"'ll~a- ~ \ field O<<k:e: Re: WetJ9nds ReJa1led Conwlting Ind Permitttng To Whom Jt May Conccn; (, the ~~~~~=;;'te and authorize Soil & Environmental CoorulWl'b, fA to act in my behalf as my 'imt m the procetsfng of permit applications, tC' fumi5h upon ,~~esJ.. ~~tal~tton in ~uppart olappl1a1iarw, ea:. from this day forwud. The ~__ &iy of "I'hU no1ification supersedes illY previous C()1T85pond.enct!! roncemina the agent for this proj~t. NOTICE: 1llb aathorlzatioll, for KAbWty and prattltl:Jonal courtt$Y r~llJOn~ b valid only ,lor ,ovel1Ullmf offtdab to enter the property wlu~n at'to.p,mtd by S&:EC ,tJfi. Yo. llhould ull SIt.'EC to unRlt ... .Ite DIHliIll prior to vWtiq the rite. _ t (} ..-JJ-o,' t /J. . / ~UI\f,~r, ~ (6nTI)fh.~ltl~NG) ~~~( Print Pl'Operty Ow1\e1's Name Pro~rty Owners Signatutf! cc: MI. John Domey NCDE:NR - DWQ 2321 Cr.btree Boulevard Raleigh. "Ie 27~ cc: Mr. Todd Preuninger S<\Jl & Environmtmtal COl\S\l,ttantsl ra J ('h.ri~ 0IIkc0 236l.efhJ1Up Court, SllN C COllCOId. Ne 2&0;l1 Phonll~ (')()4) 72().94-~ Fax: {704)120-9400 (ffuftlllOr(\ Dml..'fI' '81'7..2 La""ndal. Drlv.: Cr..n~. NC ~1'S5 Phone; (33G)~134 F.~: ()~~) 540.8235 , Hlr.ktl(y Olf~ 622 C<~ MallOOllA LMe! TaylOOfYUl4\. NC ztlcSll Plv.- (a:aS) ci'5.~20 Fllx; (1!2~) 6~5-~820 ""-SEAR- BROWN' The Summit at Meadowlands 1000 Corporate Drive, Suite 1 01 Hillsborough, NC 27278 919,732.3883 phone 919,732,6676 fax www.searbrown.com February 23,2004 Mr. Todd Preuninger Soil & Environmental Consultants 11010 Raven Ridge Road Raleigh, NC 27614 RE: Lakeshore Drive Sewer Extension Dear Todd: Attached, please find one complete set of construction plans for the Lakeshore Drive Sewer Extension, in Hillsborough. One of these sheets shows streams and wetlands impacts, for use with your environmental permitting. Please proceed with acquiring all environmental permits needed for this project, including with NCDWQ and USACE. Here are some issues: . Weare proposing to bore under all stream crossings, which will allow us not to disturb stream channels and wetlands at most locations. . There is only one stream crossing, where the stream channel will be disturbed, at station 21 +20. A temporary stream crossing must be built, to allow equipment to cross, We are preserving all other stream crossings, by boring. . Weare not going to disturb the large pocket of wetlands. Weare boring under the stream at station 13+50. There are nearby wetlands, which will not be disturbed. . Between stations 31 + 10 and 33+60, we are showing the sewer in Zone 2 of the Neuse Riparian Stream Buffer Easement. There are two reasons for this: We are not allowed to encroach into the Brooks tract. There is an existing shed at the comer of the Brooks tract. We must minimize our encroachment into the south undeveloped Olson tract. The Olson's will build a house on that lot in the future, and will not allow us to put the sewer easement further into their lot, because it would impact their ability to site a house on their lot. Zone 2 buffer disturbance will be seeded with environmentally-friendly seed, as per the recommendation of the NCWRC and the NCDWQ website, for recommended seeding in riparian stream buffers. SEAR- BROWN This sewer alignment was selected for the following reasons (please argue these points, should you encounter resistance): . Replace an existing faulty pump station and force main with gravity sewer. . Provide sewer service to parcels on the west side of the stream, including Combs Circle. . Minimize impacts to steep slopes, and to topography. Minimize earthwork and rock blasting. . Minimize disturbance to the stream channel. . Minimize impacts to the stream buffer. . Minimize impacts to residents of Lakeshore Drive and Combs Circle. . Minimize impacts to wetlands. Please proceed with acquiring all environmental permits needed for this project, including with NCDWQ and USACE, Sincerely, Sear-Brown ~~ Stephen 1. 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'....', / I , , I , I,' PIN: 81184-48-7398, I 4: ~ lb" , , , I '(, : I \ \ WAYtE """'--/ I q; .... ''<. (' '../ '\ \ \ \\ PA'TTERSC* I'- 1_______ '\ ' \ \ , PB: ~7 150 I '~ \ I' \ \ \' .. - 1 r---' I' L , "1 I I 1 , 'J 'Ji....:-' "1' 'I , !l ... ........ " / I I I I, \ 1 "::::~' " I,' / I' I \ ~ )' I , I ,...."> , , ./,' 1 I I r I, ',' ',' , 1 I I 1',' , I, / L..___.J I I' , I, , I II,' :' /" . // t/::I : : f,' t--r=,TN~4.1W--------'" 1/ I I ,I I I I I 1 I I PIN: 81164-49-7275 I I I I' II I I I L_.J MITCHEll NEWTnN I I I II I' \ I I .---r iJ l'" l! \ \ \ I DB: 18N-5541 I /J ;, /T : ~ \ \ I .,,..., I I I .' I " , I, I I II I L_J ~~/I I I (,' /,' ~_!::::!=.:1_______________ I I' \ I" ", I . I I,' " I ,\\ \" I TM:4.12A.6 j I I . I I PIN: SIll60447177 /I' /1 / It,' ), I lYNWOODJ.& r--l II I I , ~' I I I NJAAW BR>WN I I I~~,' // /I,l /1 // L~~----::::----- , ," " I ...--., I " oil I' TM:4.12.A.7 I I I , < I' " I I,' PIN: 1I864-4e-7ON I l..__..1 r--, , I ( (' l I (/,' DENNIS RAY · I.. I I j , \ \ I \ \ 8AEN)A, L.._J ~\ \\ 1 \ 'WillIAMS I ~ '\ ,\ I \ , DB' 280-147 t-------------------- \ \\/ \, . ~, \ f/l.\ \c, \ " \ ,\' ~I\~ \ , TM:4.12A.8 \ n' \ \ I \ 'til \ \ PIN: 9lI64-48-79116 ,\ \\ \ "\" 'A \ \ GEORGE T. PAINTER : I I , \ 'It ,~\ \, \ DB: ~ III1I \\\\{\ \~\ \~l~~i [=J I I \ to> \ \1 \ '.\ I I I I \ \~ ,~I I I II Ii ) \ I '.: I l BUF~ER IMPAC1#3 : 1,'/I,\J I 1 ~ I I" , I'," I I I, / I" I 1---------------______ I' I I' I I TM:4.12.A.ll : I " I,' I PIN: lI8ll44l855 r-, 1 U; , I \ \' I JAMESL&RIITHR. I I I '-A-- \ -\- -\_...l-r---"'1 ,1IUl.lOCK L...J . I - \.J.. nil' -"'.603 ' tl _____ - \ --~-~~\ 1--- -........"':'-----r:::-'------- -----------------------------~----------- - ~, ~ ~" \ --... I. \ \I \ \ \ \1 I L__J ______________________-.... ........, I," ,...-, TM:4.16.C.14 \ 1 \\ \, \\ TM:4.12A.10 ORANGE HEIGHTS LOOP ""~,\ \ I L_J PDIN:B-COMBS4 is iS30 \ 1\ \ \, \ l\ \ PIN: 9864-48-7779 , \ I . . ,\, \ \'1 BRIAN C. DODGE & EX. 30' PUBLIC RIW \ ' I I . _, PB 5085 \ ,\ I' IS \ \ \ WENDYl. OLSON I I I I II \ IS \ ~ Z \ 'I' I DB: 2688-134 , I L.._.J II \ II I ~~ \ ~ 1\' ~I , t--------------------~ , I Q lfl I I f<< \ ~ II \ \ \ 1 I . I llim , I_j I N I I j----------------- I TM:4.18.C.13 II N I -\'l I: \ ~' TM:4.16.C.15 I PIN:9Il64 is 4730 ,,\ \ I " \ \ I PIN~8 \ GEORGE WlLBUR& 'I \ " ,,\,\ I ~ANNi I r-., GENEVA C. JUSTICE I', \ , , "1 \ I ~ BROOKSI I I L J DB 349-410 :, \ "", \ \ ~' q)'\.\ DB: 7~-J I - PB&085 I ", '\ , \ ~ \ I ,,-,,PB:47-115O : I I " , , ,\ _ .~~ L__________________-/ ' \ , , ....~~ _____ , \ \ , " ~~.... ---------- I \, \ \,''''' \''l.'- ~', j... ...' ,\ ,~~ , I ................ '\ "" ", \, ~~\, ~" I ........'" " " I ~ ~ I ....,....,',' ~~' , ...~, , " I '-'''' , .... I ~~ ~ ... ,.., ~.... \... ~~"'L~' BUFFER IMPACT #4 ,....:-\ I \\ \ ~~~ " ,....~ '... ...~ ~ , ,.... " ...... ,;;:~ , , ........ ...... ..... "~ " "........ .....~,Go&." "_'""if " '... ............ .g~',~ ' , '........ ~..."', , ...,........, , ............ ',......."" " " ......." TM:4.16.C.16 "',', '" PIN: 9864-48-7348 '" PRATASlNGH & ...', VIJAYANlEE " ........ DASMUTH Aa '... DB: 1~ '0'" ... ~ Q. o +- j(, (fJ 4) Cl 'tl C o ....J N CD o (J a.. G.i 'tl o Z 01 JI; 'tl .q. o I a.. <( ::;: c::: w ;I: w Vl to '" r- !!2E /0 4)r- +--;; Ui'" <:;;1 "'... r-o <DO /N (fJ en . +-.!lrrl C ON ~:;.!l o .. 4) .!l....Ju.. i>.G.ioi:i !:Q~J;l 'tl ... ell _.0 ~ gs: - g.. TM: 4.32B.13 PIN: 9Jl64-39.6379 DOROTHY HALL HOllOWAY & MARY E. H. COPELAf'I) DB: 2054-179 PB 80-142 BORE UNDER STREAM. INSTALl TEMP. STREAM CROSSING. BORE UNDER STREAM. DO NOT DISTURB CHANNEL. NOTES: NOTE OA" THIS PROJECT CONTAINS JURISDICTIONAL STREAMS. THE CONTRACTOR MUST LIMIT STREAM BUFFER IMPACTS TO THOSE SHOWN ON THESE PLANS. r--., I I I I r' r! I I I I '-__J NEUSE BUFFER IMPACTS ZONE 1 ZONE 2 IMPACT IMPACT SF S 1,883 U40 2,168 1401 2,042 1,3150 o 4 60ll 592 815 115 .11. IMPACT # TOTAl IMPACT S 3,123 3589 3,392 460ll 1,507 1 1 2 3 4 5 TOTAL o 100 ~ 200 I 300 I SCALE IN FEET m iiJ >- aJ ~ m w u. o ('\oj W f--- <[ o .,--- -- TM: 4.12.C.12 PIN: 9865-15().4146 B. S. LAVAN! DB: 15li8-251 tJ'J !z w ::1: V) ::1: Z 8 0 ~ V) ::::l > ~ w o 0::: m tJ'J .... .... :I: u. o z ~ I- ""==: *:=: I " I It , U I '.u ' I I \ , '\ I ST'A"V!NtIE---- : ,::-ao....,....~____. , , I .. .. I , TM:4.12.B.8 l ': PIN: 1lll&Will-2923 :, TONY M. & PAMElA J. OAKlEY I I . DB: 2207-589 ~ : ~. :---1 : ~ ~ rM~:12.B.8..t:.--r:...---------) W ::::i PIN: lllI&W&-2800 0::= CD DORIS R. RIlEY r---, 0;:) DB: /IW L___J 0..' ~ ~ ' ------------------- Sw >< ~~2825 ...--, ~ W JEFFREY F. HOPPER I I DB: 1303-138 'L_J -------------------- -------------------- \ lDLfl"J'IVlN-O w W 0..0 >-i:~~f-~ za::UIJ1a::w <(w~!i@;:~ a::!i@:i:-o:wu E::J~...I~g ~(!l<(ciOlIJ1 <(;;!:;ow :i: ...If-WWof- L.l..~!,f!;;!:;~z olJ1w~...IO 51J1~wa::~ _w-J.,JoUJ ~2!L.l..<( !::: ...I::Joz '>-~ o zQf-z<( >;iQ~~-O:~ <(otiw!:::a::>- IJ1lJ1wL.l..:X:wz _a::a::OUf-<( !:::1eCig:~;i;;!:; >- aJ o El~vi f- 3l:uZ ~3l:~owQ i:5f-::JBi~ lJ1>-oEoa:: ffiaJ~=~~ ~El;;i~w;;i <(Q;;wogjw o::JlJ1wf-:X: :x:oa::a::<(r- 3l:wwwz..... O:::x:f-(!lO W ...1- w~a::<(lJ1z lJ1f-o=o::Q iiizlJ1zw..... uW5:Q:X:g, :J~?:S~~5 >-UL.l..f- IJ1 ZO.....O~w <Z:O<[Z:::t:Cl ~ ~~~ Q>offi !ilr:g~ ~~! ~r/.l::S o u TM:4.12,A.1 PIN: lllI6447607 FEliX & KIMBERlEY WRIGHT DB: 1382~13 J W I- <let) ~~ Vl . !,QI"'- 1-> VlO g;z u.. : J J ---------- --T------r- , I , I . , I . I I I , ......1 ' ...'" 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BROWN I , DB: 543-424 I I I I I I TM:4.18.C.158 f I PIN: SllI64-48-7574 I BRIAN C. DODGE & I weD( l. OLSON , l'r:;:'MPAC/#6 t..._ ~)(~.'~I ~~.~ ~':".._ "- ~~ e.s "Me~~ ~"';( I ' \. -... ' , ...., ... , ~../ "',1 \..~~... " "', ........ \_, "':~" I _:.. ,........ ~" .... -...... , " 'It, I -...- ................. " -...- " " ' 'L. ............ .... ,...,', r -- "', "........ I ----... I TI"'.1'.o. ::"," "...."").,' ------------ PIN: lllI64-t8-7349 ............ PRATASlNGH & I ............ VIJAYAKTEE DASMUTH , ....,.... DB: 1~ , ....... I ........ I ....) I I I I I I I 1 , I I I I I I I I I I I I I ~ z 0 - en z w ~ w a:: w ~ z w en < w ....J a.. > - ~ a:: u Cl < w a.. a:: :E 0 - <..:l ~ J: ~ ;;= en <l W 0:: W 0 U. I- ~ u.. U. u 0 w <( w ::::> ., 0 ....J c::: ...J t: co a.. I- PROJECT NO. 18796 DRAWING NO. es 001 SHEET 2 OF 6 I , , I I I , I I r-, I I L_.J