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HomeMy WebLinkAbout20052118 Ver 1_Complete File_20080326OF W ATF9 Michael F. Easley, Governor William G. Ross Jr., Secretary r North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality March 28, 2006 DWQ Project # 05-2118 Version 2 Durham County CERTIFIED MAIL: RETURN RECEIPT REQUESTED Mr. Ernie Mitchell Duke Power 2500 Fairfax Road Durham, NC 27407 Subject Property: Woodcroft Electric Distribution Circuit UT to Third Fork Creek [030605,16-41-1-12-(2), WSIV, NSW] 303d Approval of 401 Water Quality Certification with Additional Conditions Dear Mr. Mitchell: You have our approval, in accordance with the attached conditions and those listed below, to place fill within or otherwise impact 40 linear feet of stream to construct the proposed replacement of an existing underground electric distribution circuit in stream with an overhead (pole) service and installation of a culvert at the subject property, as described within your application dated March 20, 2006, and received by the N.C. Division of Water Quality (DWQ) on March 28, 2006. After reviewing your application, we have decided that the impacts are covered by General Water Quality Certification Number(s) 3404 (GC3404). The Certification(s) allows you to use Nationwide Permit(s) NW 14 when issued by the US Army Corps of Engineers (USACE). 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 to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon expiration of the 404 or CAMA Permit. This approval is 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). This approval requires you to follow the conditions listed in the attached certification and any additional conditions listed below. 401 Oversight/Express Review Permitting Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733-1786 / FAX 919-733-6893 / Internet: httn://h2o.enr.state.nc.us/ncwetlands None Carolina vvatura!!y An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper Duke Power., Page 2of5 April 6, 2006 The Additional Conditions of the Certification are: - 1. Impacts Approved The following impacts are hereby approved as long as all of the other specific and general conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including incidental impacts: Amount Approved Units Plan Location or Reference Stream 40 linear feet perennial PCN page 8 of 15 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 Pre-Construction Notification. 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. 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. c. Sufficient materials required for stabilization and/or repair of erosion control measures and stormwater routing and treatment shall be on site at all times. 4. Sediment and erosion control measures shall not be placed 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; 5. Protective Fencing - The outside buffer, wetland or water boundary and along the construction corridor within these boundaries approved under this authorization shall be clearly marked with orange warning fencing (or similar high visibility material) for the areas that have been approved to infringe within the buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15A NCAC 2B .0233 and GC 3404; r Duke Power Page 3 of 5 April 6, 2006 6. Culvert Installation Culverts required for this project shall be installed in such a manner that the original stream profiles are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall be designed and installed to allow for aquatic life movement as well as to prevent head cutting of the streams. If any of the existing pipes are or become perched, the appropriate stream grade shall be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and re-installed correctly. Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the stream up or down stream of the culvert(s). Existing stream dimensions (including the cross section dimensions, pattern and longitudinal profile) shall be maintained above and below locations of each culvert. Placement of culverts and other structures in waters, streams, and wetlands must be placed below the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches, and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow low flow passage of water and aquatic life. Design and placement of culverts and other structures including temporary erosion control measures shall not be conducted in a manner that may result in disequilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream of the above structures. The applicant is required to provide evidence that the equilibrium shall be maintained if requested in writing by DWQ. The establishment of native, woody vegetation and other soft stream bank stabilization techniques must be used where practicable instead of rip rap or other bank hardening methods. If riprap is necessary, it shall not be placed in the stream bed, unless specifically approved by the Division of Water Quality. Installation of culverts in wetlands must ensure continuity of water movement and be designed to adequately accommodate high water or flood conditions. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of Completion" form to notify NCDWQ 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 NC Division of Water Quality upon completion of the project. Please send photographs upstream and downstream of each culvert site to document correct installation along with the Certificate of Completion form. 7. 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 Oversight/Express Review Permitting Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699- 1650. Duke Power Page 4 of 5 April 6, 2006 Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application and as authorized by 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 Cyndi Karoly or Ian McMillan at 919-733- 1786. AWK/ijm Enclosures: GC 3404 Certificate of Completion cc: Eric Kulz, DWQ Raleigh Regional Office USACE Raleigh Regulatory Field Office File Copy Central Files Sincerely, Alan W. Klimek, P.E. Filename: 052118 Vet2 WoodcroftElectricDistCircuigDurham)}01 1-13Quartermaster fakEnvironmental NC Division of Water Quality 401/Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Raleigh Regulatory Field Office US Army Corps of Engineers 6508 Falls of the Neuse Road Suite 120 Raleigh, NC 27615 March 20, 2006 RE: Woodcroft Pole Repair/Line Access Durham County, North Carolina Dear Sirs: i n v 2 t)5 - 2112 ?rkr?li k,?^ 2??tJb Ai, (Previous DWQ Project # 05-2118) Our company has been contracted to assist Duke Power Company in obtaining the necessary permits for the above work and to them perform the work as specified in the application and in compliance with any special stipulations that may come about. The situation is, as can be seen from the photos, there is a small stream that continues to cause erosion at the base of a pole on the Duke Right-of-Way. This stream is a perennial tributary of Third Fork Creek (Water Supply IV, Nutrient Sensitive Waters; Cape Fear Drainage and a tributary to Jordan Lake). Our evaluation of the problem leads us to believe that the installation of a sewer line above the pole has changed the flow path of the stream. This causes the storm flows to concentrate on the bank at the pole base. Another issue that must be addressed is the fact that the development of the area around the stream has cut off access to an area across the creek where Duke Power is proposing to install a pole in order to eliminate the underground power line that crosses the creek. In order to solve both of these issues at one time we are proposing to install 20' of 54" culvert (HDPE) adjacent to the pole. There will be class B rip rap protection on the upstream end of the pipe as well as an 18' Class B rip rap energy dissipater on the outlet of the pipe. All slopes and channels will be kept or left at a 2:1 or flatter gradient to allow for good permanent stabilization. We will be pumping the base flow around the work area during construction to avoid any potential stream siltation problems. This will allow access across the stream for power line maintenance and installation as well as Erosion Control - Land Clearing • Grading • Seeding • Utility Services P.O. Drawer 400 - 107 Cherryville Road Shelby, North Carolina 28150 704.471.1866 Phone 704.482.7349 Fag -Quartermaster 1-V 6 ?--- Environmental reinforce the pole base. This seems very simple on paper, but in fact the arrangement of walking trails and residences around the area will make this a challenging project. Please review our proposal and provide comments or approval as soon as possible so that we may begin the construction process. Thank you for you consideration. If you have any questions you may contact me at any time at 704473-5021. Respectfully, Brooks Cole, CPESC Environmental Engineer Enclosures Check in the amount of $200 to NC Div. Of Water Quality. 4 copies of the site plan to DWQ, 1 copy to COE. 7 copies of the 401 permit application with details to DWQ, 1 copy to COE. Erosion Control • Land Clearing • Grading • Seeding • Utility Services P.O. Drawer 400 • 107 Cherryville Road Shelby, North Carolina 28150 704.471.1866 Phone 704.482.7349 Fax PRY '_ R? ? t`rt?-'ki1 a Office Use Only: P ?y t o - Form Version March 05 J? iI ? id"? r? USACE Action ID No. ?? _A b, DWQ No. V ?. O S - Z l 1$ (If amr narticular item is not aDDlicable to this project, please enter "Not Applicable" or "N/A".) L Processing 1. Check all of the approval(s) requested for this project: ? Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Permit ? isolated Wetland Permit from DWQ X 401 Water Quality Certification ? Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: ? 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: ? 11. Applicant Information 1. Owner/Applicant Information Name: Ernie Mitchell Mailing Address: Duke Power, 2500 Fairfax Road Greensboro NC 27407 Telephone Number: 336.706.1495 Fax Number: E-mail Address: elmitche@duke-energy.com 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: Brooks Cole Company Affiliation: Quartermaster Environmental, Inc. Mailing Address: 658 Floyd Church Road `Lexington, NC 27292 brookscolena triad rr com Telephone Number: 704-473-5021 Fax Number: Updated 11/112005 Page 5 of 15 IIL 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: Woodcroft Electric Distribution Circuit 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): On a Duke ROW 4. Location County: Durham Nearest Town: Durham Subdivision name (include phase/lot number): Woodcroft Directions to site (include road numbers/names, landmarks, etc.): Go East on Woodcroft Pkwy. Off of Hope Valley Road. Go left on Highgate Drive, stream is to the left, across from Fox Chase Apartments. 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) Decimal Degrees (6 digits minimum): 35.9258°N 78.9390°W 6. Property size (acres): NIA 7. Name of nearest receiving body of water: Third Fork Creek 8. River Basin: Cane Fear (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.) Updated 11/1/2005 Page 6 of 15 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: Area is within a residential development. Stream buffer absent on one side of perennial stream channel. 10. Describe the overall project in detail, including the type of equipment to be used: Remove underground distribution circuit in stream and replace with overhead (pole) service, requiring a stream crossing 11. Explain the purpose of the proposed work: Routine failures in electric service to customers IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. No V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. No 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. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for updated 11/1/2005 Page 7 of 15 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: Placement of culvert/stream crossing on a perennial stream channel. 2. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. Wetland Impact Site Number (indicate on map) Type of Impact Type of Wetland (e.g., forested, marsh, herbaceous, bog, etc.) Located within 100-year Floodplain es/no) Distance to Nearest Stream (linear feet) Area of Impact (acres) Total Wetland Impact (acres) None 3. List the total acreage (estimated) of all existing wetlands on the property: None 4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. To calculate acreage, multiply length X width, then divide by 43,560. Stream Impact Number (indicate on ma) Stream Name Type of Impact Perennial or Intermittent? Average Stream Width Before Impact Impact Length (linear feet) Area of Impact (acres) 1 Tributary of Third Fork Creek Culvert Placement Perennial 10-36 inches 40 feet 0.002 Total Stream Impact (by length and acreage) . 40 0.002 5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U. S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc. Updated 11/1/2005 Page 8 of 15 Open Water Impact Site Number (indicate on ma) Name of Waterbody ( applicable) Type of Impact Type of.Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) Area of Impact (acres) Total Open Water Impact (acres) None 6. List the cumulative impact to all Waters of the U.S. resulting from the project: Stream Impact acres): 0.001 Wetland Impact (acres : 0 Open Water Impact (acres): 0 Total Impact to Waters of the U.S. acres 0.001 Total Stream Impact (linear feet): 40 7. Isolated Waters Do any isolated waters exist on the property? ? Yes X No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. N/A 8. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Current land use in the vicinity of the pond: Size of watershed draining to pond: 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. Placement of culvert and backfill with washed stone. clear for utility r/w, set electric distribution pole, and seed and stabilize disturbed area. Updated 11/1/2005 Page 9 of 15 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 January 15, 2002, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://h2o.enr.state.nc.us/ncwetiands/strm.gide.html. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. None proposed; follow requirements of NC Land Quality Section to avoid sedimentation and erosion 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://h2o. enr. state. nc.us/wrp/index.htm. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the following information: Amount of stream mitigation requested (linear feet): None Amount of buffer mitigation requested (square feet): None Amount of Riparian wetland mitigation requested (acres): None Updated 11/1/2005 Page 10 of 15 Amount of Non-riparian wetland mitigation requested (acres): None Amount of Coastal wetland mitigation requested (acres): None DL Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes ? . No X 2. If yes, does the project require preparation of an environmental document pursuant to the. requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ? No X 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No X X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. 1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify V Yes ? No X 2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact Multiplier Required 2 Total • Zone 1 extends out 30 feet perpendicu additional 20 feet from the edge of Zone 1. 3 (2 for Catawba) 1.5 from the top of the near bank of channel; Zone 2 extends an 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the Updated 11/1MM Page 11 of 15 Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B.0242 or.0244, or.0260. XI. Stormwater (required by DWQ) Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect, surface waters and wetlands downstream from the property. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. No change is impervious area proposed 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. None XIM Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No X Is this an after-the-fact permit application? Yes ? No X XIV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes ? No X If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http://h2o. enr. state. nc.us/ncwetlands. If no, please provide a short narrative description: XV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). Updated 11/1/2005 Page 12 of 15 ZIIIZ Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Updated 11/1/2005 Page 13 of 15 SIGNATURE AUTHORITY FORM FOR 401/404 PERMIT APPLICATIONS AND NOTIFICATIONS To Whom it may concern: I, Ernie Mitchell, being an agent of Duke Power Company and having authority to sign permit applications, do hereby give permission to Brooks Cole, of Quartermaster Environmental, to sign permit applications and to make those applications on behalf of Duke Power Company I Signed: Date: // - Z 3 - o-f C IA1 %-FW'ON °7 WynfaryDr Ira A tle??? z ° ' a8 : f} F a o S =-, .., ,- 8ato y w o o ?, Morningside Dr w on' a ? ` 751 w An y ?a '. R a ___... y r ? ? 46 r mo 4 roo • - o', tonto, ? P/ P ? , jLOXp°ro 5t"? S?OQhriy 4u-'? ??,e? O S _ _ 9s p - i ? _ _. 'QrjrLrn? ?.' ? ThO!gsAd - N --- ? _ oa54 r`. d aoas si 00 a ? ID1 M S? o: Yom' y,??i?dgt Gt t .tylh ' yc's ` s f . 14 t s? -'if mst i ?oodcroftp?, _ ???idC f Woodoroft ap' r r ' r Q ?d V at r ``•J? } - Westrid a Dr_ - Dorset PI o - Fr+llinp Water Dr ia^s8afe Cf:, "?0' r (f I' s• ' b Z 0 . ` k a :Olen Eden Rd Approximate location of tributary of Third Fork Creek where culvert installation is required. Updated 11/1/2005 Page 14 of 15 Approximate location of culvert placement on tributary of Third Fork Creek, as observed on August 9, 2005. Channel is incised approximately 6 feet and stream measured 10 to 36 inches wide. Utility pole that will be tapped is in the right-center of photograph. Updated 11/1/2005 Page 15 of 15 Culvert upstream of proposed culvert placement, as observed on August 9, 2005. TopoZone - The Web's Topographic Map, and more! to ozone Map/Photo Info Topo Download Photo Download USGS Topo Maps QQ 1:24K/25K Series 1:100K Series J 1:250K Series Map Size Small Medium Q Large View Scale 1 : 50,000 Update Map Coordinate Format UTM Coordinate Datum WGS84/NAD83 J Show target Email this map Bookmark this map Print this map Page 1 of 1 0 0.5 1 1.5 2 2 0 0.3 0.6 0.9 1.2 1.'. TopoZone.com © 1999-2004 Maps a la carte, Inc. - A I rights reserved. Use of this site is governed by our Conditions and Terms of Use. We care about your privacy - please read our Privacy Ste http://www.topozone. com/map.asp?z=17&n=3977686&e=685940&s=50&size=m&datu... 11/16/2005 UTM 17 685940E 3977686N (WGS84/NAD83) USGS Southwest Durham Quad View TopoZone Pro aerial photos, shaded relief, street maps, interactive cc and elevation data W m? U ?D ?° -n , 0 OD z 'n o r G 0 j mN - > z n z n?rn u F a yp _' f> r &.f y o S p^ ? ? c s a =Q g? ° z ? m OQ Z r0 wm m? A 0 z g m ?1( N 4 ?? iv i. T .f' Mo m M r CC 0m -1 ;u Iz Ile /' ?f//JJ I Ii` 1 1 co // l I jgr i /O o 1 > 0 to Cl) o m X o Cn Qo _ m \ \ . \ \\ \ \ \` \ I?? \ \j ,i ` ii \ PRO ` CUL' 20.0 IMP/ ?..<??nt? .,,,r.,?h?n ??,s1 ?,??^tst? t•tt., ii3? ? \ \ 1 \ \ ? _ .13 ?_s.iii _i:til ??: tip -- ti ?\ •?._ 1 = -.1 _?? i?? :LY?I'.'•.?'.iH n,?e.. 3}('?t?i5 _-3s ialia Z. - S3 1 1 l ,} \ \ \ \ ``?? nre •r?.? \>nn lf.?rr Lit ttY£i3 I?S_ NN, 18 FT. LONG x 12 IN. DEEP ON NON-WOVEN FILTER I ,? ?, \\ \\ \ ?1 FABRIC 1 // `i i \\ ` \ 11 11 \ \ \ l? i` ? t III .R 40VQuartermaster Environmental March 1-0, '2006 Woodcroft-Pole Repair/Culvert Installation Construction Sequence 1.1 Xfo, e equipment, materials and supplies to the site. 2.) Use the asphalt walking path for access a°here needed, cut out areas that are dammed for future repair. 3.) Construct a temporary impervious sandbagrplastic sheeting dam across the channel 20' upstream of the work area. 4.) Install a small pump (2 to 3 inch) and pump the base flow of the stream around the work area. 5.) Clear the stream channel where the pipe is to be installed. Pstablish a reference stream bottom elevation. 6.1 Clear the trees and brush where the new pole and the culvert will be installed. 7.) 'Excavate the stream bottom to a depth that will allow for pipe bedding as well as allow the culvert to be installed 6 inches below the existing stream bed elevation. 8.) Tnstall the proposed 54" CPP pipe with geo textile filter fabric underlayment and backf ll with clean stone. 9.) Tnstall the proposed energy dissipater and stabilize any disturbed stream banks Mth class B rip rap placed over -co textile filter fabric. 10.) Remove the sandbag stream block and pump. 11.) Move equipment in to install the new pole and power lines. 12.) Clean up areas disturbed and reseed and mulch all areas. s*ti s,?i ??1 ~(Mitl of ' T,ari;...i Clenrin ' 33'radr in•eg - Se(- in till`,. ' Sa,eg-'i'i r•Ee.rTs P.O. Drawer 400 • 107 Cherryville Road Shelby, North Carolina 23154 704.471.1866 Phone 704.482.7349 Fax I. 0 Office Use Only: l:"orm Version March 05 ?i K USACE Action ID No. Emory ?? DWQ No. V 13N b s a. `1$ (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) L Processing 1. Check all of the approval(s) requested for this project: ? Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ X 401 Water Quality Certification ? Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: ? 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: ? H. Applicant Information 1. Owner/Applicant Information Name: Ernie Mitchell Mailing Address: Duke Power, 2500 Fairfax Road. Greensboro, NC 27407 Telephone Number: 336.706.1495 Fax Number: E-mail Address: elmitchena duke-enemy com 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: Brooks Cole Company Affiliation: Quartermaster Environmental, Inc. Mailing Address: 658 Floyd Church Road Lexington, NC 27292 brookscole(a triad rr com Telephone Number: 704-473-5021 Fax Number: Updated 11/1/2005 Page 5 of 15 HL 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: Woodcroft Electric Distribution Circuit 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): On a Duke ROW 4. Location County: Durham Nearest Town: Durham Subdivision name (include phasellot number): Woodcroft Directions to site (include road numbers/names, landmarks, etc.): Go East on Woodcroft Pkwy. Off of Hope Valley Road. Go left on Highgate Drive, stream is to the left, across from Fox Chase Apartments. 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) Decimal Degrees (6 digits minimum): 35.9258°N 78.9390°W 6. Property size (acres): N/A 7. Name of nearest receiving body of water: Third Fork Creek 8. River Basin: Cape Fear (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http•//h2o.enr.state.nc.us/admin/maps/.) Updated 11/1/2005 Page 6 of 15 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: Area is within a residential development. Stream buffer absent on one side of perennial stream channel. 10. Describe the overall project in detail, including the type of equipment to be used: Remove underground distribution circuit in stream and replace with overhead (vole) service, requiring a stream crossing 11. Explain the purpose of the proposed work: Routine failures in electric service to customers IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. No V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. No 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. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for updated 11/1/2005 Page 7 of 15 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: Placement of culvert/stream crossing on a perennial stream channel 2. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. Wetland Impact Site Number (indicate on map) Type of Impact Type of Wetland (e.g., forested, marsh, herbaceous, bog, etc.) Located within 100-year Floodplain es/no) Distance to Nearest Stream (linear feet) Area of Impact (acres) Total Wetland Impact (acres) None 3. List the total acreage (estimated) of all existing wetlands on the property: None 4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. To calculate acreage, multiply length X width, then divide by 43,560. Stream Impact Number (indicate on ma) Stream Name Type of Impact Perennial or Intermittent? Average Stream Width Before Impact Impact Length (linear feet) Area of Impact (acres) 1 Tributary of Third Fork Creek Culvert Placement Perennial 10-36 inches 40 feet 0.002 Total Stream Impact (by length and acreage). 40 0.002 5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc. Updated 11/1/2005 Page 8 of 15 Open water Impact Site Number (indicate on ma) Name of Waterbody (if applicable) Type of Impact Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) Area of Impact (acres) Total Open Water Impact (acres) None 6. List the cumulative impact to all Waters of the U. S. resulting from the project: Stream Impact acres): 0.001 Wetland Impact acres : 0 Open Water Impact (acres): 0 Total Impact to Waters of the U. S. (acres) 0.001 Total Stream Impact (linear feet): 40 7. Isolated Waters Do any isolated waters exist on the property? ? Yes X No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. N/A 8. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Current land use in the vicinity of the pond: Size of watershed draining to pond: 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. Placement of culvert and backfill with washed stone, clear for utility r/w, set electric distribution pole, and seed and stabilize disturbed area. Updated 11/1/2005 Page 9 of 15 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 January 15, 2002, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://h2o.enr.state.ne.us/ncwetiands/strm,gide.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 (acreagellinear 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. None proposed: follow requirements of NC Land Quality Section to avoid sedimentation and erosion 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the following information: Amount of stream mitigation requested (linear feet): None Amount of buffer mitigation requested (square feet): None Amount of Riparian wetland mitigation requested (acres): None Updated 11/1/2005 Page 10 of 15 Amount of Non-riparian wetland mitigation requested (acres): None Amount of Coastal wetland mitigation requested (acres): None DL Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federaUstate) land? Yes ? . No X 2. If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ? No X 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No X X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. 1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ? No X 2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. * Impact Required Zone Multiplier 3 (2 for Catawba) 1.5 Total • Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the Updated 11/1/2005 Page 11 of 15 Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or.0244, or.0260. XI. Stormwater (required by DWQ) Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. No change is impervious area proposed MIL 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. None XIIL Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes ? No X Is this an after-the-fact permit application? Yes El No X XIV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes ? No X If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http'//h2o enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: XV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). Updated 11/1/2005 Page 12 of 15 Z-V_-Z 3..zo-o 4 Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Updated 11/1/2005 Page 13 of 15 SIGNATURE AUTHORITY FORM FOR 401/404 PERMIT APPLICATIONS AND NOTIFICATIONS To Whom it may concern: I, Ernie Mitchell, being an agent of Duke Power Company and having authority to sign permit applications, do hereby give permission to Brooks Cole, of Quartermaster Environmental, to sign permit applications and to make those applications on behalf of Duke Power Company Signed: Date: // "Z 3 - o? ZArsvvtg ? r ? ?a •_ a E y ov ao 4 ? t a Sa R?aO? Lansgate Ct !stridge f allin9 W3k Dr t; v Approximate location of tributary of Third Fork Creek where culvert installation is required. t ' s Av VYynia ly Dr t atoclon?' ,- o4ay w : f o'' Morningside Dr o - Y _.. O h ° td8e Pre44 a "'., as TSY R' ? Qe x ? 9 in, ?r4?n j U? od54 r:.. Thp[4sr =} -40„ ? qr i dpt w Si t 4 a i Fy?r' f' naA°tst psAy o t O aoR? ` ,P t , :1 O wi .--I. %-_ i91; ma ?. L ? t a , Updated 11/1/2005 Page 14 of 15 Y c Glen Eden Rd Approximate location of culvert placement on tributary of Third Fork Creek, as observed on August 9, 2005. Channel is incised approximately 6 feet and stream measured 10 to 36 inches wide. Utility pole that will be tapped is in the right-center of photograph. Updated 11/1/2005 Page 15 of 15 Culvert upstream of proposed culvert placement, as observed on August 9, 2005. TopoZone - The Web's Topographic Map, and more! tmopozone a - Map/PhotoInfo Topo Download Photo Download USGS Topo Maps CJ 1:24K/25K Series 1:100K Series ` J 1:250K Series Map Size '-l Small .O' Medium O Large view Scale 1 : 50,000 Update Map Coordinate Format UTM Coordinate Datum WGS84/NAD83 -` iI Show target Email this map Bookmark this map Print this map Page 1 of 1 0 0.5 1 1.5 2 2 0 0.3 0.5 0.9 1.2 i.f TopoZone.com © 1999-2004 Maps a la carte, Inc. - All rights reserved. Use of this site is governed by our Conditions and Terms of Use. We care about your privacy - please read our Privacy Ste http://www.topozone. com/map.asp?z=17&n=3977686&e=685940&s=50&size=m&datu... 11/16/2005 ma'am v-? • i:s UTM 17 685940E 3977686N (WGS84/NAD83) USGS Southwest Durham Quad View TopoZone Pro aerial photos, shaded relief, street maps, interactive cc and elevation data CD m> ;u r 'U D ?° O O0 z o O O O X M N zz > -n 'n m m 0 ;U "U 4 ? -1 u A r =1 f o 5 A EF n o y •p ? S y , A T? I ? m? 9 y r ' 2 m Fm ' ?A 1 m ag ! _ t5 ?n Aa N s ? r O C i ?m ti N n m 9 25 m A s T .? ;u wo%j Mr C< -1 O C -q M o M.q r r s ' i' ? lam' i'??^•?„? ? ? ,/ / ? / ?/ / / ice' ?' ? ?? ??//..// ? ?' // // //' /J ? -I N to c ;u C) m / r ? / fTl /. /..... _ / If i r \ \ ` \ \ ?`, \ \. \ \ `\ `\ \ \ \ \ \ ,\ \ \ \ \\ \ I \\ \ \ \ L \ \ \\ ?\ \ \\ \ \ 1 N, kk 'lr r?r??? ?1 fl 1, rl .\/?.1?• .. .., t2.. \ \ sj `\ \ \? ` \ Q \., \ `? 1 l 18.0.. `\ 1 \ \ y PRO \ 20.0 \ CUL• \ ??\ y \ \ \ \ IMP/. \ \ \ eti ?: ts: _.sic.:3et:LV ?il ?:i..-fir! __ --•-_? \ , ? ` \ t`` _ 1: ,Irn ,•-*` (7 n.... ?+i =1: i?? '?~:? to lse?f \ ? \ ? \ .\ \ "'^?\ tAl- nt!'.',._`3?.? li.??`ti n'?,,r:. n.• ilYi? ??i_ ;.j.'ii1. ?r??. \\ \, ? \I 1 n \ \\ \\ 1 \ I 1 11 ` 1\ i ,\ \ `\ I j \? \\ ' - -? 1 \ \ 1 \ ` 18 FT. LONG x 12 IN. DEEP / // 1 1 1 \ \i \\ 1 ?l\ \\ ,` ON NON-WOVEN FILTER \\ \\ \ ?1 FABRIC I // <i \\ \ \ \\ 11 `?\ 'k 'k 1 \ \ \ \ \ \, \ 1 1 11 -V Quartermaster tog *04 Environmental Nfarch 20, 2006 Woodcrolt Pole Repair/Culvert Installation Construction Sequence 1.) Move equipment, materials and supplies to the site. 2.) Use the asphalt walking path for access where needed, cut out areas that are dammed for future repair. .) Construct a temporary impervious sandbaga!plastic sheeting darn across the channel 20' upstream of the work area. 4.) Tnstall a small pump (2 to 3 inch) and pump the base flow of the stream around the work area. 5.) Clear the stream channel where the pipe is to be installed. Establish a reference stream bottom elevation. 6.) Clear the trees and brush where the new pole and the culvert will be installed. 7.) Excavate the stream bottom to a depth that will allow for pipe bedding as well as allow the cul- -ert to be installed 6 inches below the existing stream bed elevation, 8.) Tnstall the proposed 54" CPP pipe with geo textile filter fabric underlaynient and backf ll with clean stone. 9.) Tnstall the proposed energy dissipater and stabilize any disturbed stream banks with class B rip rap placed over geo textile filter fabric. 10.) Remove the sandbag stream block and pump. 11.) Move equipment in to install the new pole and power lines. 12.) Clean up areas disturbed and reseed and mulch all areas. ?ri r-nr<t ral , T:and Gr-nding • Se dirk UTt- Servi.?-e P.O. Drawer 400 10" Cheri-Ate Road Shelby, North Carolina ?3150 704.471.1866 Phone 704.482.734'9 Pa, GOM0160 items 1. Z' and 3. N50 complete item 4 if Restricted Delivery is desired. ¦ Print your name and address on the reverse • so that we can return the card to you. ¦ Attach this card to the back of the mailpiece, or on the front if space permits. 1 1. Article Addressed to: N Sig ture X ? Agent Addressee B. Received by (Prfnted Name) C. ate of Delivery L-tr 0 i 14. ?Q _? D. Is delivery address different from item 17 ? Yes If YES, enter delivery address below: ? No Mr. Ernie Mitchell Duke Power I 2500 Fairfax Road 3' Service Typa Du'4am,NC 27407 _ 2q V L f `?' rtified Mail ? Express Mail D Q# 05-2118-Durham Registered +kRetum Receipt for merchandise 2. Article Number (Transfer from service labe9 17 Insured Mail 13 C.O.D. 4. R&IMCId d IMHO y? Mia FM) ? Yes 7005 1160 0000 9954 6221 I Ps Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 , UNITED STATES ,'NSM1W " 7j'P y A F• S6 USK '18 -APR '20cc, PNM -"A.. ALP_ • Sender: Please print your name, address, and ZIP+4 in this box • NC DENR Division of Water Quality 401 Oversight/Express Unit 2321 Crabtree Boulevard, Suite 250 Raleigh, NC 27604 L..:..FT_; It 1 i 1111111111111111111111111111111 it 1111111111 iti111111111111 . Complete Items 1, 2, and 3. Also complete Item 4 if Restricted Delivery is desired. Print your dame and address on the reverse so that we can return the card to you. Attach this card to the back of the mailpiece, or on the front if space permits. Article Addressed to: Mr. Ernie Mitchell Duke Power 2500 Fairfax Road Durham,NC 27407 DWQ 05-2118-Durham A. Signature " ? Agent a ZD ? Addressee B. Received by (Printed Name) C. Date of Deliver) D. Is delivery address different from item 1? ? Yes If YES, enter delivery address below: P No 3. Service Type Certified Mail ? Express Mail ? Registered ff Return Receipt for Merchandise ? Insured Mail ? C.O.D. 4. Restricted Delivery? (Extra Fee) ? Yes Micle Number 7005 1160 0000 9954 8935 isfer from service 14 n RR11 Fahn?arv gdnA ?nmactir Retum Rereint 102595- -Md54 A UNITED STATES TIRIAO JA., ' 9rM ostage & Fee NC °?`VA X? -Vir N USP V42WIS TIM • Sender: Please print your name, address, and ZIP+4 in this box • NC DENR Division of 401 Oversight/Expre 2321 Crabtree Bo A Raleigh, NC 2760 ?JOt•?.?.:.: ..i,.ftil,a;,1 ti,.i?::.i,?l?.;f 1,d rrt ,?lsi: k?' .;?'I:) Complete items 1, 2, and 3. Also complete Item 4 If Restricted Delivery is desired. Print your name and address on the reverse so that we can return the card to you. Attach this card to the back of the mailpiece, or on the front if space permits. . Article Addressed to. Mr. Ernie Mitchell Duke Power 2500 Fairfax Road Durham,NC 27407 DWQ# 05-2118-Durham A. ? Agent I n ? Addresser B. Recelveb by (Printed Name) C. Date of Deliver) D. Js delivery address different from item 1? ? Yes If YES, enter delivery address bt iv. ? No 3. Service Type AM Certified Mail 13 Express Mail Registered Pr Return Receipt for Merchandim ? insured Mail ? C.O.D. 4. Restricted Delivery? (Extra Fee) ? Yes Article Number 7005 1160 0000 9954 8669 ?sfer from servl n 3811 - FAhnlarv 2nn4 Domestic Retum Receipt 102596.02-M-1 UNITED STATES II "l fW p .0 • Sender: Please print your name, address, and ZIP+4 in this box • NC DENR Division of Water Quality 401 Oversight/Express Unit 2321 Crabtree Boulevard, Suite 250 Raleigh, NC 27604 QUARTERMASTER ENVIRONMENTAL INC. A ^ NC Dept of Environment & Natural Resource 11/23/2005 4 L Date Type Reference Original Amt. Balance Due Discount Payment 11/23/2005 Bill permit 200.00 200.00 200.00 Check Amount 200.00 First Charter permit Woodcroft Pole 200.00 8 IN. ABC OR #57 STONE ON WOVEN FILTER FABRIC OR W m GEOGRID g ~ z w (7 ~ , ` SELECT FILL COMPACTED TO u. 1' 0" 95% PROCTOR. _ Z _ _ _ ~ 105 _ _ _ _ m 0 _ _ _ _ - _ _ _ m _ ~ _ cn _ _ _ _ _ M 0 - ~ _ _ _ _ ~ _ ~ _ _ _ w ~ - _ _ _ o _ _ _ _ ~ - _ _ pR 100 _ _ _ ~P _ _ i ~ - _ _ F- G~' ~ - - - - ~ CLAD Uf AND DOWNSTREAM ~ FACE WITH 12 IN. CLASS B U RIPRAP ON NON-WOVEN FILTER ~ 10" FABRIC, 6 FT. EITHER SIDE OF U PIPE Z 0 H 00 Z ..w CENTERLINE PROPOSED 54" x ~ fA U 20' HDPE PIPE F' ~ Z NO - CROSS SECTION _U ~ Q HORIZONTAL SCALE -1l8" :1'-0" ~ ~ _ VERTICALS ° • ~ f- ~ CALE -1J4 .1-0 U ~ WLY~ 8 IN. ABC OR #57 STONE ON ~ ~ W ~ WOVEN FILTER FABRIC OR GEOGRID ti 0 sr~~ 54 IN. ?~DPE PIPE U M - -20.0 ~ _ s~ 0 ti 0 CLAD UP-AND DOWNSTREAM FACE 3 SLOPE 1.5 H : 1V ~ ~ WITH 12 IN. CLASS B RIPRAP ON A \ 9A ti -14.5-- % ~ w NON-WOVEN FILTER FABRIC, 6 FT. ~ 1' 0" ~ ~ \ EITHER SIDE OF PIPE. ~ ` SLOPE 1.5H :1V _ ~ _ ~ _ _ _ _ i _ _ ~ _ _ _ 105 , _ - - J G~ Q~ i _ _ _ _ Q F- 18.0 ~ ~ ~N PROPOSED 54 HDPE p0 ; . - _ _ _ _ Z _ W NP ~ 20 0 CULVERT x 20 FT GS ON i _ _ _ Z L IMPACT20 FT + 18 FT = 38 _ FT. _ _ STREAMBED _ 0 _ _ ~ Z _ _ r w _ - W _ _ l a n ~ ~ 10" W ~ ~ Q a w . m t, \ ~ g TAILPAD: 18 FT LONG x 12 IN. DEEP ~ w z z ~ W O ffl J: CLASS B RIPRAP ON NON-WOVEN FILTER U a ~ r" FABRIC - LONGITUD!!!JAL SECTION HORIZONTAL SCALE -1/S" : 1'-0" \ VERTICAL SALE -114" : 1'-0" o 0 M r~ r o~ M ~ w ~0 ~f~- ,~r~' ~ nV ~2 _ _ l_ , ~ Z ~ ~ N O~ "i°°nFh?~~ N C ~,6 ~ 0 ql j C_ ;Z%) I ? v , v' ~4d 8 _ _ i r P 1. I - y i P 1 j I I _ - - R f ` _ - 1AN ;,9 p~E MP Opp SITE P LAN 0 _50 100 150 FT SCALE 1" : 40' SCALE 1 IN.: 50 FT. NOTE: SITE PLAN AND 2 FT. CONTOURS TRACED FROM DURHAM SPATIAL DATA EXPLORER MAP BASED ON 1999 AERIAL PHOTOGRAPHY z 0 w _ _ _ _ _ _ 8 IN. ABC OR. #57 STONE ON WOVEN FILTER FABRIC OR w GEOGRID ~ r z w ~ i SELECT FILL COMPACTED TO 1' 0" 95% PROCTOR, _ _ z 105 _ _ _ _ _ _ _ _ - _ _ ~ _ _ _ o M Q / _ _ G _ _ _ _ _ _ ~ - _ _ _ _ _ _ - LLI J - _ _ Q _ _ U _ - - _ ~ _ ~J _ _ - _ _ _ OR 100 _ _ _ ~P _ _ _ _ _ _ _ f- G~ N~ _ CLAD UP-AND DOWNSTREAM ~ FACE WITH 12 IN. CLASS B U RI ~ PRAP O 10 ~ N NON-WOVEN FILTER - FABRIC, 6 FT. EITHER SIDE OF U PIPE Z ~ 0 ~ ~ mZ CENTERLINE PROPOSED 54" x ~ ~ U 20' HDPE PIPE ~ (A Z ~0 O~~ CROSS SECTION ~ ~ Q HORIZONTAL SCALE -118" : 1'-0" ~ ~ _ ~ ~ VERTICAL SCALE -114" :1'-0" ~ U p W~ _ 8 IN, ABC OR #57 STONE ON W ~ WOVEN FILTER FABRIC OR ~ GEOGRID ~ sj~ 0 54 IN ~ , HDPE PIPE U ~M Fi; _ --20.0---------- ~ ~ s~ 0 2 T - 0 SLOP j CLAD UP-AND DOWNSTREAM FACE E 1.5 H .1V ~ ~ WITH 12 ~ IN. CLASS B RIPRAP ON 9~ ti = 14.5 i NON-W w OVEN FILTER FABRIC, 6 FT. ~ 1' 0 EITHER SIDE OFPIPE. - ~ SLOPE 1.5H : 1V ~ _ _ ~ _ _ 105 - _ _ _ ~ - J ~p,C SNP _ y ~e.o _ _ Q - p0 ~ PROPOSED 54 HDPE SN ~ 20 0 ' ! ~ CULVERT x 20 FT - _ _ Z W N~ j~ _ Z ~ \ IMPACT20 FT + 18 FT = 38 FT. STREAMBED _ _ _ _ 0 _ _ i _ _ ~ _ _ _ -'C > _ _ _ _ z _ _ _ _ _ _ w 100 _ ~ - w d~~~. ~ Q ~ ~ ~ ~ 10 ~ ~ ~ o _ ! i v ~ \ a a w . m ~ ~ TAILPAD 18 FT LONG x 12 IN. DEEP ~ ~ w z z ~ \ CLASS B RIPRAP ON NON-WOVEN FILTER w o m ~ a ~ FABRIC LONGITUDINAL SECTION t HORIZONTAL SCALt -118" : 1 `-U° VERTICAL SCALE -114" :1'-0" o 0 1{ M 1 m~ ~ o0 1 ~~M '~d. - ~ av i _ - rz 'b r- ~ ~ of ~z~ ^ o co q = r N C 0 w W >C_ i ~G~U(~ y _ R i ti g s I y I ' _ a i i ~ - ' - 1 G ~ N E t P~ i MP LO 0 PJ 1 ~ I SITE P LAN SCALE 1" ; 40' 0 _ _ 50 100 150 FT I-_J~ _ '-----T-- I SCALE 1 IN, ; 50 FT, NOTE; SITE PLAN AND 2 FT. CONTOURS TRACED FROM DURHAM SPATIAL DATA EXPLORER MAP BASED ON 1999 AERIAL PHOTOGRAPHY 66 z 0 w 8 IN. ABC OR. #57 STONE ON WOVEN FILTER FABRIC OR w GEOGRID ~ r z w ~ i SELECT FILL COMPACTED TO 1' 0" 95% PROCTOR, _ _ z 105 _ _ _ _ _ _ _ _ - _ _ ~ _ _ _ o M Q / _ _ G _ _ _ _ _ _ ~ - _ _ _ _ _ _ - LLI J - _ _ Q _ _ U _ - - _ ~ _ ~J _ _ - _ _ _ OR 100 _ _ _ ~P _ _ _ _ _ _ _ f- G~ N~ _ CLAD UP-AND DOWNSTREAM ~ FACE WITH 12 IN. CLASS B U RI ~ PRAP O 10 ~ N NON-WOVEN FILTER - FABRIC, 6 FT. EITHER SIDE OF U PIPE Z ~ 0 ~ ~ mZ CENTERLINE PROPOSED 54" x ~ ~ U 20' HDPE PIPE ~ (A Z ~0 O~~ CROSS SECTION ~ ~ Q HORIZONTAL SCALE -118" : 1'-0" ~ ~ _ ~ ~ VERTICAL SCALE -114" :1'-0" ~ U p W~ _ 8 IN, ABC OR #57 STONE ON W ~ WOVEN FILTER FABRIC OR ~ GEOGRID ~ sj~ 0 54 IN ~ , HDPE PIPE U ~M Fi; _ --20.0---------- ~ ~ s~ 0 2 T - 0 SLOP j CLAD UP-AND DOWNSTREAM FACE E 1.5 H .1V ~ ~ WITH 12 ~ IN. CLASS B RIPRAP ON 9~ ti = 14.5 i NON-W w OVEN FILTER FABRIC, 6 FT. ~ 1' 0 EITHER SIDE OFPIPE. - ~ SLOPE 1.5H : 1V ~ _ _ ~ _ _ 105 - _ _ _ ~ - J ~p,C SNP _ y ~e.o _ _ Q - p0 ~ PROPOSED 54 HDPE SN ~ 20 0 ' ! ~ CULVERT x 20 FT - _ _ Z W N~ j~ _ Z ~ \ IMPACT20 FT + 18 FT = 38 FT. STREAMBED _ _ _ _ 0 _ _ i _ _ ~ _ _ _ -'C > _ _ _ _ z _ _ _ _ _ _ w 100 _ ~ - w d~~~. ~ Q ~ ~ ~ ~ 10 ~ ~ ~ o _ ! i v ~ \ a a w . m ~ ~ TAILPAD 18 FT LONG x 12 IN. DEEP ~ ~ w z z ~ \ CLASS B RIPRAP ON NON-WOVEN FILTER w o m ~ a ~ FABRIC LONGITUDINAL SECTION t HORIZONTAL SCALt -118" : 1 `-U° VERTICAL SCALE -114" :1'-0" o 0 1{ M 1 m~ ~ o0 1 ~~M '~d. - ~ av i _ - rz 'b r- ~ ~ of ~z~ ^ o co q = r N C 0 w W >C_ i ~G~U(~ y _ R i ti g s I y I ' _ a i i ~ - ' - 1 G ~ N E t P~ i MP LO 0 PJ 1 ~ I SITE P LAN SCALE 1" ; 40' 0 _ _ 50 100 150 FT I-_J~ _ '-----T-- I SCALE 1 IN, ; 50 FT, NOTE; SITE PLAN AND 2 FT. CONTOURS TRACED FROM DURHAM SPATIAL DATA EXPLORER MAP BASED ON 1999 AERIAL PHOTOGRAPHY 66 z 0 w 8 IN. ABC OR. #57 STONE ON WOVEN FILTER FABRIC OR w GEOGRID ~ r z w ~ i SELECT FILL COMPACTED TO 1' 0" 95% PROCTOR, _ _ z 105 _ _ _ _ _ _ _ _ - _ _ ~ _ _ _ o M Q / _ _ G _ _ _ _ _ _ ~ - _ _ _ _ _ _ - LLI J - _ _ Q _ _ U _ - - _ ~ _ ~J _ _ - _ _ _ OR 100 _ _ _ ~P _ _ _ _ _ _ _ f- G~ N~ _ CLAD UP-AND DOWNSTREAM ~ FACE WITH 12 IN. CLASS B U RI ~ PRAP O 10 ~ N NON-WOVEN FILTER - FABRIC, 6 FT. EITHER SIDE OF U PIPE Z ~ 0 ~ ~ mZ CENTERLINE PROPOSED 54" x ~ ~ U 20' HDPE PIPE ~ (A Z ~0 O~~ CROSS SECTION ~ ~ Q HORIZONTAL SCALE -118" : 1'-0" ~ ~ _ ~ ~ VERTICAL SCALE -114" :1'-0" ~ U p W~ _ 8 IN, ABC OR #57 STONE ON W ~ WOVEN FILTER FABRIC OR ~ GEOGRID ~ sj~ 0 54 IN ~ , HDPE PIPE U ~M Fi; _ --20.0---------- ~ ~ s~ 0 2 T - 0 SLOP j CLAD UP-AND DOWNSTREAM FACE E 1.5 H .1V ~ ~ WITH 12 ~ IN. CLASS B RIPRAP ON 9~ ti = 14.5 i NON-W w OVEN FILTER FABRIC, 6 FT. ~ 1' 0 EITHER SIDE OFPIPE. - ~ SLOPE 1.5H : 1V ~ _ _ ~ _ _ 105 - _ _ _ ~ - J ~p,C SNP _ y ~e.o _ _ Q - p0 ~ PROPOSED 54 HDPE SN ~ 20 0 ' ! ~ CULVERT x 20 FT - _ _ Z W N~ j~ _ Z ~ \ IMPACT20 FT + 18 FT = 38 FT. STREAMBED _ _ _ _ 0 _ _ i _ _ ~ _ _ _ -'C > _ _ _ _ z _ _ _ _ _ _ w 100 _ ~ - w d~~~. ~ Q ~ ~ ~ ~ 10 ~ ~ ~ o _ ! i v ~ \ a a w . m ~ ~ TAILPAD 18 FT LONG x 12 IN. DEEP ~ ~ w z z ~ \ CLASS B RIPRAP ON NON-WOVEN FILTER w o m ~ a ~ FABRIC LONGITUDINAL SECTION t HORIZONTAL SCALt -118" : 1 `-U° VERTICAL SCALE -114" :1'-0" o 0 1{ M 1 m~ ~ o0 1 ~~M '~d. - ~ av i _ - rz 'b r- ~ ~ of ~z~ ^ o co q = r N C 0 w W >C_ i ~G~U(~ y _ R i ti g s I y I ' _ a i i ~ - ' - 1 G ~ N E t P~ i MP LO 0 PJ 1 ~ I SITE P LAN SCALE 1" ; 40' 0 _ _ 50 100 150 FT I-_J~ _ '-----T-- I SCALE 1 IN, ; 50 FT, NOTE; SITE PLAN AND 2 FT. CONTOURS TRACED FROM DURHAM SPATIAL DATA EXPLORER MAP BASED ON 1999 AERIAL PHOTOGRAPHY 66 z 0 w