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Home My WebLink About20110784 Ver 1_More Info Received_20111012r OCT 1 1 2011 October 10, 2011 THE Mr. Danny Smith W O OT?V E L I Raleigh Regional Office Supervisor COMPANY CNCDENR - DWQ Surface Water Protection 3800 Barrett Drive Raleigh, NC 27609 ENGINEERING ?, (? Re: Pre-Construction Notification Application R R [- P L A N N N G Comment Response A R C R T E c r u R E Central Nash Water and Sewer District )(; I" ;( Water System Improvements - Phase 4 Nash County, North Carolina UENR- WKER QUALITY WETLANDS AND STORMWATER MCM TWC No. 3050-D DWQ Project # 11-0784 (Nash County) Dear Mr. Smith: We are writing in response to your letter dated September 8, 2011. We appreciate your review and are providing the additional information requested including the stream crossings inadvertently left out of the original application. Please find attached to this letter two (2) full-sized plan sets as well as five (5) copies of the Pre- Construction Notification Application. We would also like to provide the following responses to your requests/comments: 1. This office is requesting that you secure a riparian buffer determination letter. This is necessary in order to complete an appropriate review of your application. (In addition, the Division of Land Resources will likely require this as a requisite component of your erosion and sedimentation control plan application.) You should contact Martin Richmond (919) 791-4200 of this office to schedule a determination. If you install a utility line (a perpendicular stream crossing) and the utility line construction impacts do not exceed 40 feet in width and the maintenance corridor does not exceed 10 feet (unless you are within the toe-of-slope of an existing transportation facility) your project is exempt from the Riparian Buffer Rules; however, if you cannot meet these requirements you have to secure written authorization to impact these streamside areas. A review of your application showed you failed to depict all riparian buffers, 120 C Boylan P603-IM venue Ra streams subject to the buffer rules, maintenance corridors, construction gh NC corridors or the existing transportation facility (toe-of--slope of roadway). Thereby we are unable to understand where the impacts will occur or how 919.828.0531 you will ensure impacts do not exceed what you have proposed. You will tax 919.834.3589 or Mr. Danny Smith October 10, 2011 Page 2 OCT J 1 20' need to clearly show this information on the set of plans. Accordingly, securing the riparian buffer determination will provide you necessary information such that you may develop and provide additional information (plans and details). You will need to modify the plans to clearly depict the respective footprint of the buffer, construction corridor and maintenance corridor. Response: The proposed utility lines associated with this plan will be installed as you have described such that the project will be exempt from the riparian buffer rules. Also, per our telephone conversation with Natalie Landry on September 21, 2011 we have reviewed the applicable maps and added the streams which were inadvertently left out of the original application. The construction drawings as well as the stream/buffer impact tables within the PCN application have been revised. 2. The Total Stream Impacts on page 5 of 12 of the PCN should read "120." Response: The Total Stream Impacts Table has been revised to include streams which were left out of the original table as mentioned above. Thus, the total impacts are now shown to be 150 linear feet. 3. Spiral bound plans should include a complete set of plans (sheets missing). Response: A complete set of revised plans have been included in the spiral bound PCN application. 4. Contract 1 Water Lines Sheet 14 of 14: Detail 9/14. The notes are incomplete. Response: Note 4 on Detail 9/14 on Sheet 14 of 14 has been revised. 5. Include all temporary impacts for directional drill set up that may impact the buffer (e.g., de-watering). Response: The directional drills will be set up such that the set-up and receiving areas will be outside the riparian buffers, thus there is no impact. We have noted these locations and shown silt fence on the drawings for clarity. 6. Several crossings (4Q, 11 K-1, 11 K-2, 11 H-1, 11 H-2, 11-D 1, 11 D, 11 C, I I - A 1) identify Condition 2 Pipe Line Under Culvert but there is no mention of directional drilling on the plans for these locations. If a culvert is to be removed to place the water line under the culvert, a pump around set up is needed. Please clarify how the water line will be installed at these locations. Additionally, several other crossings were identified in the plans but not Mr. Danny Smith October 10, 2011 Page 3 labeled as jurisdictional features; however, several of these features are shown on the Soil Survey or USGS Topo Map. Is there a JD for this project? Response: These areas will be installed at periods of low or no flow by free boring, or pushing, the pipe under the culverts such that the culverts will not need to be removed and replaced. If the culvert section becomes unstable, and the contractor must remove and replace the culvert to install the proposed line, then a temporary pump around will be set up per the detail provided. Full time inspection will be available for this project and will monitor the installation of utility lines at these locations as well as the installation of the pump around operation if necessary. 7. Please provide detail for the Crossing 11 L Open Cut. A pump around set up may be necessary. Response: As mentioned above, as well as in the PCN application, intermittent streams will be open cut at periods to low or no flow to the extent practical. Also as previously mentioned, full time inspection will be available for this project and will monitor the installation of utility lines at these locations as well as the installation of the pump around operation if necessary At Crossing 4M, 9J and 11-H2, will there be any temporary wetland impacts due to the drilling activity? At Crossing 4P, the review showed numerous constraints at this location. Will there be any temporary buffer or wetland impacts due to the drilling activity? Response: No temporary wetland impacts are proposed. Crossings 4M and 9J will be by horizontal directional drill and wetlands will not disturbed. It is noted at Crossing 11-H2 that contractor is not to disturb wetland and shall install silt fence outside wetlands. 9. The plans show new easement areas in several locations (4F, 90, 9G, 11 G). Show as a new buffer impact in the PCN application. Resubmit the buffer impact table. Response: Each of these locations will be installed per horizontal directional drill and thus will not disturb buffers. As mentioned above, the directional drills will be set up such that the set-up and receiving areas will be outside the riparian buffers, thus there is no impact. We have noted these locations and shown silt fence on the drawings for clarity. The easements that are shown are for maintenance purposes only. 10. At Crossing I 1-H1, label buffers. Response: Buffers are now shown at the crossing mentioned above. Mr. Danny Smith October 10, 2011 Page 4 We trust this information is sufficient for your review; however, if you should have any questions or require additional information, please do not hesitate to contact us. We will get you any information or clarification needed immediately. Sincerely, THE WOOTEN COMPANY 01 John A. Core, E.I. Enclosures: As stated. cc: Mr. Thomas Brown - USACE Raleigh Regulatory Field Office (w/ one (1) copy) TWC File • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • w • • • • • • • • 11-D'18L- PRE-CONSTRUCTION NOTIFICATION SUBMITTAL FOR CENTRAL NASH WATER AND SEWER DISTRICT WATER SYSTEM IMPROVEMENTS PHASE IV 3050-D NASH COUNTY, NORTH CAROLINA August 2011 ; o (Revised October 2011) QEah..'vvH??,. ?lVl1SANG STpk'?rht;.,; ?? V THE WOOTEN COMPANY License No. F-0115 TABLE OF CONTENTS Title Pages Pre-Construction Notification Application ........................................................................1-12 APPENDICES Appendix A - Table of Stream Impacts ...................................... Appendix B - Table of Open Water Impacts .............................. Appendix C - Table of Wetland Impacts ..................................... Appendix D - Table of Buffer Impacts (for DWQ) ..................... Appendix E - Vicinity Maps & Applicable Plan Sheets .............. Appendix F - Site Coordinates .................................................... Appendix G - Soils Maps & USGS Maps of Project Area ......... Appendix H - No Practical Alternative ....................................... Appendix I - FONSI .................................................................... 1-1 .................................. 1-1 ...... ............. ............... .................................. l-1 .................................1-51 ..................................1-1 .................................1-12 .................................. 1-1 .............. .................... 1-6 1k- 018 4 o? OF WAT?c9 pG Office Use Only: Corps action ID no. -i o DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ® Section 404 Permit ? Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: NW 12 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ? Yes ® No 1d. Type(s) of approval sought from the DWQ (check all that apply): ® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit ? 401 Water Quality Certification - Express ® Riparian Buffer Authorization 1 e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ? Yes ® No For the record only for Corps Permit: ? Yes ® No If. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. ? Yes ® No 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ? Yes ® No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No 2. Project Information 2a. Name of project: Central Nash Water and Sewer District - Water System Improvements - Phase 4 2b. County: Nash County 2c. Nearest municipality / town: Bailey, NC - Project throughout southern Nash County 2d. Subdivision name: N/A 2e. NCDOT only, T.I.P. or state project no: N/A 3. Owner Information 3a. Name(s) on Recorded Deed: N/A (Linear project within NCDOT R/W and Nash County Easements) 3b. Deed Book and Page No. N/A 3c. Responsible Party (for LLC if applicable): Robert M. Murphy 3d. Street address: 120 W. Washington Street, Suite 3072 3e. City, state, zip: Nashville, NC 27856 3f. Telephone no.: 252-459-9800 3g. Fax no.: 252-459-9817 3h. Email address: bob.murphy@nashcountync.gov Page I of 12 PCN Form - Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: ? Agent ? Other, specify: 4b. Name: 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: W. Brian Johnson, P.E. 5b. Business name (if applicable): The Wooten Company 5c. Street address: 120 N. Boylan Avenue 5d. City, state, zip: Raleigh, NC 27603 5e. Telephone no.: 919-828-0531 5f. Fax no.: 919-834-3589 5g. Email address: bjohnson@thewootencompany.com Page 2 of 12 PCN Form - Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): N/A 1b. Site coordinates (in decimal degrees): Latitude: 35.8584 Longitude: - 78.0280 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 61 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Several noted in attached impacts table proposed project: 2b. Water Quality Classification of nearest receiving water: Variable - Mostly WS-III & WS-IV 2c. River basin: Tar-Pamlico, Neuse 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Existing residential and commercial land along transportation (NCDOT) corridors 3b. List the total estimated acreage of all existing wetlands on the property: < 1 acre 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 460 LF within construction corridor (construction corridor is typically ten (10) wide with the proposed alignment in the center 3d. Explain the purpose of the proposed project: Project will involve the installation of a new water system including a elevated water storage tank and booster pump station that will replace existing service through traditional wells. 3e. Describe the overall project in detail, including the type of equipment to be used: Project will install PVC, ductile iron, and HDPE water lines of various sizes and through traditional open cut, directional drill, and bore and jack. Equipment used will include track hoes and rubber tire back hoes as well as direction drill and bore and jack equipment. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / ? Yes ® No ? Unknown project (including all prior phases) in the past. Comments: 4b. If the Corps made the jurisdictional determination, what type ? Preliminary ? Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if known): Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for ® Yes ? No ? Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. Phases 1 & 2 (permitted together): DWQ Permit Number: 08-0548; USACE permitted by statutory time period Phase 3: DWQ Permit Number: 08-0548 Ver. 2; USACE Permit Number: 200900091 Page 3 of 12 PCN Form - Version 1.3 December 10, 2008 Version 6. Future Project Plans 6a. Is this a phased project? ® Yes ? No 6b. If yes, explain. This is the final of four planned phases for this project. Each project has been permitted seperately. Page 4 of 12 PCN Form - Version 1.3 December 10, 2008 Version C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ® Wetlands ® Streams - tributaries ® Buffers ® Open Waters ? Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ - non-404, other) (acres) -Temporary T W1 ? P ? T See Attached ? Yes ? Corps Table ? No ? DWQ W2 ? P ? T ? Yes ? Corps ? No ? DWQ W3 ? P ? T ? Yes ? Corps ? No ? DWQ W4 ? P ? T ? Yes ? Corps ? No ? DWQ W5 ? P ? T ? Yes ? Corps ? No ? DWQ W6 ? P ? T ? Yes ? Corps ? No ? DWQ 2g. Total wetland impacts 0 2h. Comments: If impacts to wetlands are anticipated, horizontal directional drilling will be utilized 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ - non-404, width (linear Temporary (T) (INT)? other) (feet) feet) S1 ? P ? T See Attached ? PER ? Corps Table ? INT ? DWQ S2 ? P ? T ? PER ? Corps ? INT ? DWQ S3 ? P ? T ? PER ? Corps ? INT ? DWQ S4 ? P ? T ? PER ? Corps ? INT ? DWQ S5 ? P ? T ? PER ? Corps ? INT ? DWQ S6 ? P ? T ? PER ? Corps ? INT ? DWQ 3h. Total stream and tributary impacts 150 3i. Comments: Where possible water line will be installed under RCP culverts without removing the culvert. For these crossings, as well as crossings that are to be horizontally directionally drilled, an impact length of 0 LF is listed. Page 5 of 12 PCN Form - Version 1.3 December 10, 2008 Version 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number - (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Temporary T 01 ? P ? T See Attached Table 02 ?P?T 03 ?P?T 04 ?P?T 4f. Total open water impacts 0 4g. Comments: 5. Pond or Lake Construction If and or lake construction proposed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? ? Yes ? No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an impacts require mitigation, then you MUST fill out Section D of this form. 6a. ® Neuse ® Tar-Pamlico ? Other: Project is in which protected basin? ? Catawba ? Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number - Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) Temporary T impact required? 61 ? P ? T See Table Attached ? Yes ? No 62 ?P?T ?Yes ? No 133 ?P?T ?Yes ? No 6h. Total buffer impacts 2721 1540 6i. Comments: No mitigation required - perpendicular utility crossings. Please note that crossings to be open cut within Page 6 of 12 PCN Form - Version 1.3 December 10, 2008 Version existing transporation corridors have not been listed per the Memorandorm Re: Buffer Interpretation/Clarification #2007-010 issued by the Division of Water Quality on July 24, 2007. D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The waterline proposed location and construction method will minimize impacts to streams. It will be primarily located in previously disturbed NCDOT Rights-of-Way and 5 feet of the edge of pavement. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Impacts to perrenial streams, wetlands, and ponds will be avoided by directionally drilling when crossing through riparian buffer outside of transportation corridor. Intermittent streams will be open-cut as close to 90 degrees as possible at periods of low or no flow when practical. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? ? Yes ® No 2b. If yes, mitigation is required by (check all that apply): ? DW Q ? Corps 2c. If yes, which mitigation option will be used for this project? ? Mitigation bank ? Payment to in-lieu fee program ? Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ? Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 7 of 12 PCN Form - Version 1.3 December 10, 2008 Version • • • • M • • • • • • • • • • • • • • • • • • • • w • • e • • • • • • M • • • • • 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ? Yes ® No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: Page 8 of 12 PCN Form - Version 1.3 December 10, 2008 Version • r • r • • • • • • • r E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified ® Yes ? No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. ? Yes ®No Comments: N/A - Linear utility construction 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? N/A % 2b. Does this project require a Stormwater Management Plan? ? Yes ® No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: N/A - Linear utility construction, tank and booster pump sites are below impervious density thresholds that would require stormwater management plans. 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, na rrative description of the plan: ® Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program ? DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? Nash County ? Phase II 3b. Which of the following locally-implemented stormwater management programs ® NSW ? USMP apply (check all that apply): ® Water Supply Watershed ? Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ® No attached? 4. DWQ Stormwater Program Review ? Coastal counties 4a. Which of the following state-implemented stormwater management programs apply ? HQW ? ORW (check all that apply): ? Session Law 2006-246 ? Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ? Yes ? No 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No 5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No Page 9of12 PCN Form - Version 1.3 December 10, 2008 Version w • w w • w +1 w • w w' • w • • w w 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ? Yes ® No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ® Yes ? No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. ® Raleigh ? Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? USFWS (website); NC Natural Heritage Element Occurrence (NHEO); NCDENR - Natural Heritage Program 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ® No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? USFWS (website); NC Natural Heritage Element Occurrence (NHEO); NCDENR - Natural Heritage Program 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation ? Yes ® No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? Department of Cultural Resources - State Historic Preservation Office (SHPO) 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? ® Yes ? No 8b. If yes, explain how project meets FEMA requirements: Improvements are primarily proposed within existing NCDOT rights-of-way (ROW) with several crossings of the floodplain, however Nash County easements or fee simple acquisitions may be needed for areas outside ROW. Wetlands and perennial streams will be directional drilled when crossing riparian buffer outside of transportation corridors to avoid environmental concerns. Silt fencing and other sedimentation control measures will be required to control sediment transport to wetlands and accumulation in floodplains. Other mitigation measures could include: minimizing clearing of riparian vegetation and/or reestablishment of pre-existing local contours following construction activities so as not to permanently affect hydrology or floodplains. 8c. What source(s) did you use to make the floodplain determination? National Flood Insurance Program (NFIP), Digital Flood Insurance Map (DFIRM) Robert M. Murphy, Nash C nt M JI ©zl /? ? ou y anager l uA ? I Applicant/Agent's Sig Date Applicant/Agent's Printed Name (Agent's signature is valid only if an authoriza on tter from the applicant is provided.) Page 11 of 12 PCN Form - Version 1.3 December 10, 2008 Version Page 12 of 12 PCN Form - Version 1.3 December 10, 2008 Version Appendix A Table of Stream Impacts Stream Impact Table for PCN Submittal** Central Nash Water & Sewer District - Phase 4 Stream Impact ID Permanent or Temporary Type of Impact Stream Name Perennial or Intermittent Type of Jurisdiction (Corps - 404, 10 DWQ - non-404, other) Average stream width (feet) Impact Length (linear feet) Contract 1 Tar River Temporary Utility Crossing Tar River Perenial Corps 133 0 4Q Temporary Utility Crossing UT of Tar River Intermittent DWQ 7 10 4R Temporary Utility Crossing UT of Tar River Perenial Corps 62 0 4S Temporary Utility Crossing UT of Tar River Intermittent DWQ 10 0 4T Temporary Utility Crossing UT of Tar River Perenial Corps 18 0 10A Temporary Utility Crossing UT of Tar River Intermittent DWQ 49 10 11K-1 Temporary Utility Crossing UT of Toisnot Swam Intermittent DWQ 11 10 11 K-2 Temporary Utility Crossing UT of Toisnot Swam Intermittent DWQ 12 10 11L Temporary Utility Crossing UT of Toisnot Swam Intermittent DWQ 7 10 11M Temporary Utility Crossing UT of Little Swam Perenial Corps 28 0 11R Temporary Utility Crossing UT of Tar River Intermittent DWQ 6.5 10 Contract 2 4F Temporary Utility Crossing Toisnot Swam Perenial Corps 54 0 4G Temporary Utility Crossing Toisnot Swam Perenial Corps 16 0 4K Temporary Utility Crossing UT of Toisnot Swam Perenial Corps 20 0 4N Temporary Utility Crossing UT of Toisnot Swam Intermittent DWQ 20 0 4P Temporary Utility Crossing UT of Little Swam Intermittent DWQ 10 0 9G Temporary Utility Crossing UT of Toisnot Swam Perenial Corps 7 0 91 Temporary Utility Crossing UT of White Oak Swam Perenial Corps 12 0 9M Temporary Utility Crossing UT of Toisnot Swam Intermittent DWQ 8 10 9N Temporary Utility Crossing Toisnot Swam Perenial Corps 34 0 90 Temporary Utility Crossing Toisnot Swam Perenial Corps 25 0 11A-1 Temporary Utility Crossing UT of Beaverdam Creek Perenial Corps 6 10 11C Temporary Utility Crossing UT of Beaverdam Creek Intermittent DWQ 8 10 11D Temporary Utility Crossing UT of Juniper Creek Intermittent DWQ 12 10 11D-1 Temporary Utility Crossing UT of Juniper Creek Intermittent DWQ 10 10 11F Temporary Utility Crossing UT of Beaverdam Creek Perenial Corps 15 0 11G Temporary Utility Crossing UT of Beaverdam Creek Perenial Corps 48 0 11H Temporary Utility Crossing UT of Bloome Swam Intermittent DWQ 10 0 111-1-1 Temporary Utility Crossing UT of Juniper Creek Intermittent DWQ 6 0 11 H-2* Temporary Utility Crossing UT of Juniper Creek Perenial Corps 7.5 0 11J Temporary Utility Crossing UT of Beaverdam Creek Intermittent DWQ 10 0 11 P* Temporary Utility Crossing UT of Bloome Swam Perenial DWQ 10 0 11Q Temporary Utility Crossing UT of Toisnot Swam Intermittent DWQ 10 0 14 Temporary Utility Crossing UT of Toisnot Swam Intermittent DWQ 8 10 14A Temporary Utility Crossing UT of Toisnot Swam Intermittent DWQ 27 10 14B Temporary Utility Crossing UT of Toisnot Swam Intermittent DWQ 10 0 14C Temporary Utility Crossing UT of Toisnot Swam Intermittent DWQ 10 10 14D Temporary Utility Crossing UT of White Oak Swam Intermittent DWQ 10 10 14F Temporary Utility Crossing UT of Beaverdam Creek Intermittent DWQ 34 0 Total = 150 streams snown wan an impact iengm oT U Teel wui De consTrumea Dy nor¢ontal alreclwnal aflll W avow 1111PaULS IU Nelellllltll DIICaI11D, WULWI IUJ, VI roadway structures. 2 Crossings 4H, 11 F-1, 11 N, 110, 11 S have been field determined as ephemeral for Environmental Assesment Report performed by ECS and The Wooten Company. The assessments were performed by professionals who have received training in the US Army Corps of Engineering Wetland Delineation Manual These are shown as features on the USGS or Soils Maps, and thus riparian buffers have been shown on construction plans. *Stream 11 H-2 and 11 P will be open cut under an existing culvert within the transportation corridor. No impact to the hydrology of the stream or the aquatic habitat can reasonably be expected. **Updated 10/7/2011 per comments from Natalie Landry with NCDENR-DWQ r Appendix B Table of Open Water Impacts r r Open Water Impact Table for PCN Submittal Central Nash Water & Sewer District - Phase 4 Open Water Impact ID Permanent or Temporary Type of Impact Waterbody Type Area of Impacts (acres) Contract 1 No Open Water Impacts in Contract 1 Contract 2 11E Temporary Utility Crossing Pond 0 Total = 0 Note: open waters snown with an Area of impact of 0 acres will be constructed by horizontal directional drill. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Appendix C Table of Wetland Impacts Wetland Impact Table for PCN Submittal Central Nash Water & Sewer District - Phase 4 Wetland Impact ID Permanent or Temporary Type of Impact Type of Wetland Forested Type of Jurisdiction (Corps - 404, 10 DWQ - non-404, other) Area of Impact (acres) Contract 1 No Impacts in Contract 1 Contract 2 4M Temporary Utility Crossing See Below" -1 No -1 Corps 0 4P Temporary Utility Crossing See Below* Yes Corps 0 111i Temporary Utilit Crossing See Below* No Corps 0 Total = 0 Note: wetlands shown with an Area of impact of U teet will be constructed by horizontal directional drill. *Environmental Assessment from ECS, Inc. states that wetlands in the project area are Coastal Plain Bottomland Hardwood and Coastal Plain Small Stream Swamp Appendix D Table of Buffer Impacts (for DWQ) Buffer Impact Table for PCN Submittal (for DWQ)"' Central Nash Water & Sewer District - Phase 4 Buffer Impact ID Permanent or Temporary Type of Impact Stream Name u er Mitigation Required Zone 1 impact (square feet) Zone 2 impact (square feet) Contract 1 11L Temporary Utility Crossing UT of Toisnot Swam No 630 400 11R Temporary Utility Crossing UT of Tar River No 720 410 Contract 2 14A Tem ora Utility Crossing UT of Tar River No 877 483 14D Temporary Utilit Crossin UT of White Oak Swam No 494 247 Total = 2721 1540 "'Updated iuiiizui i per comments from Nataue canary wim ivuucwrc-uvvu Appendix E Vicinity Maps & Applicable Plan Sheets Z U LU (1) 2 Q Q = Z a T LL ? ? 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Q 2 00+08 "V1S 01 00+0 'VIS ""' ° R vl (m t us) No`r Y OV08 HJIH HSVN N83H1f10S :3NIl 831VM .9/.8 r ??E M VN CD 2 I W 4 3SVHd S1N3W3A08dWI W31SAS H31tlM $ Z °? ?i m m g co 11O1USIO H3M3S 8 H31VM HSVN TALLN30 0,?rdpA ?= w o VNII08VO HRION A1MlOJ HSVN r. HSVN 30 kLNf100 Z 10VUB00 - V 3SdHd MATCH LINE STA. 52+00 MATCH LINE STA. 80+00 SEE THIS SHEET SEE SHEET 9 I 1 3 I '1 ? o W m b Ie I e O I II K/ 200b ¢ ?1 I 'I :Il ? _??= q I 1 ? p _ I p, l?ntUb b ? 18'15,ilRGP-- I .I uu ?i ¢ I II ¢ ¢ 0+ I 1 `b I i3 + I ? w I°n ? ? e 1 rl ?? I 1 I I ¢ I I I 3W Y I II --? 0 I >p X O ypj I 1 ? a H _ ? I ?=' 3 O U I b 1 '_^ Wjn Y? III ?N IM ? ¢ ? ? -- : J 3 Z., a rc 1 lu 15 G5rl HLOrr % p O o < I ¢ I I ` ~ I ¢ W ^. W I I? b Qoo Uc Z 1 I j, M Q 1 o2U m ? ?' ¢*. I? 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W W ?I" WAN ` I =J I I I 1 I i I I 1 I I 1 1 1 111 1 I ' 1 1 I 1 a I o, hl 1 1 ?Jb •,SI/. 1 ' °u°?.ZZ 1 1 1 Dn!? 1 ' I j ?ZZ I ! 1 3 M/ 3 00 b?S 3?INJ N, y?1b W Z lOVUiNOO - V 3SVHd MATCH LINE STA. 56+00 SEE THIS SHEET =a I ?I 1 1 1 1 I .T 1 l III' 3 I 1 I I I s°• c.m. D'. 1 I 1 ?I I 1 ?I 1 1 I 1 1 1 I mi; . II Y o 1 ° 11 I o 0 I In"? n. t- l- I o, +1 W ti w 1 fie' n? 1 I I ? 2y" Tree I I I i m I 1 1 ,m '.n Z I I om m? 1 aN I I I > MATCH LINE STA. 84+00 SEE SHEET 22 1 I ,3 ,I I? =mill 1 1 , 3I { I I 1 it I , !!i 1 , 1 I +1 mI I 1 1 , I 1 -104 I , I 1 Y J 1 0? , , mN I 1 ? ?I I W I ? ?W W I ( I )O ZY I I w3 m OZ I I Q°J O m J J 1 _ _ U 1 , w iN a H I I I W Z W W3J :I Z O ° W I aao +1 I n 1CH 0' NpR(SR CHO 419411 1 I f I ? I I I I 1 1 1 I ,1 1 1 1 'I I' I I 1 1 ? 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S1N3W3AOHdWI W31SAS 831VM NI N I MUM H3M3S 9 H31VM HSVN 1VWN30 E, VNIIOHVO Hl" UNnoo HSVN nn/?la•`• ? HSVN 30 A1Nfl0O o s Z lOVUiNOO • b 3SVHd M?T?H SFF THS STq. >>2- yFFr 0o a v u' i 1 m , I J_ I 1ip "'D '00 ro ? I ( ma+1 I I? a m p ? ? I9'Oa R I 1 1? 1i'_?bb ?, syr 1 T (? 4a I a ? ? 1 as 1 II a o` I a I U oD 1 ?'I of ?1 I I ? a I H W O 1 1 Z0 I Z< i dJb.Sl/? ?J O?l^?O ,GZ U~QZ< I 1 ? O N 1 I , mOz I W W W?In I ? 11 II Z I' w J I 1 1 ? 1 11 31:0 1 W 1 1 1\ + 4 I 1\ 3° o V2 o \ V \\ \ 1110. } \ ?7a O `ec tit 1?? ?N?3?O1dW OO+?g d ?S 0 3 O m} _ J N ? 3 W/1Ny Z< L z z w a m w0 O CZ N Z m O 8?ifer Zone W. "-' zo- Buffer rZ.. \ a B?fler Zo i \ \ \ I r m o, ? ' 9 R--? H } J X m0 mm N ? W W J ° > U 3 W r o9 V) m ( m N + 1-u 70Z ww O Q o 1 ?I c o I .1 1 1 1 1 I I 1 I I I , I I I I 1 I I , I Y I V -. I Ya I I 0} I ° l I o I 1 NI I Wry 1 Z I J I ? 3w vW 3w° i l Z- II II I I it dJb' .. Il /- ip /^19.81 d N J Woa Z W2OO U < N? J F Z N ??m I OI I I a w ?I , it i I Z O NO I I xro W I > Q QFJ 3, O In p .8! y/ Z. al a -UZ w I (3 +X w WDo ? 3m 1 za 113HS SIH1 33S OO+ZII 'd1S 3NI? HOiVIN d N- 0 mow noz Woo U < W J ?I- z w W Ja ? w? as W^ 3w =I ?w W z0 w > w Wp i^ L Yom- pp+90[ J ? Q.W W = i QN 3y u 3w TO 8 1 R I a e I O F- w g I I ? N W 3d1/dd ? I Q 1 ? a U l-t - i W O I 1 )Z? I x n 1? °a I 1 1 I I t I 1 3t ? I \I I ' G s. I 3f ?a? RW -? I '/? ?.?/ ook - R/W 1I1OZ/W/6 S119v&m Qw Ow AlW(V MNVI WN30ON N3d U SNOISMU z N J LLI4 U to N O W . Z= 31"O j -,aqu,nN asua?l ss?EVSablere, Ilso6asble czvl-co M ON 010A an'-V ueI4 Wq OZ! 1tl1IIII 1II 99V 9NINIt bII III 3I,IIN! ANVIdNOO N310OM 3H1 A MAT SEELTHISINE SHEET. S+00 1NJ I ) -id(ioS .OZ ?w 13 i0 0 1 V IR I I 31 x0o K J I I Y 1 ? I Z 1 N a 01 Olaf NI W N o 15 ' Conc. p 3, O I o$ NCF W/15 I G h 3 .no o . W W ' 1 I I T 1 anm unp,, `:' d 00+49 'V1S 01 00+0 V1S „: ? ? a R v h'p s, J n (lb6l US) '4d HOlif1H0 S3NdOH 'M (9561 US) 'dd INVHa33N :3NIl 831VM .9 M 4 3SVHd • S1N31"13110adWl W31SAS 831VM I 10W1SIa a3M3S V a31VM HSVN IVa1N33 ?4 oti r W m a VNIIOHVO HlaON AMOO HSVN HSVN 30 A1Nf100 Z lOVd1NOO - b 3SVHd m X ? O m X (VWNI ? O Q W r > > 0 W W > V' x Q 4 Y x MA SEE LINE STA. 56.00 T HI S SHEET 1 1 I I 1 ?I11 h1 I 13 1 I 1? 3I I ?1 I V 1 I = V oil: Ih ?I !r~ 1 I J If I J GREEN POND L_ _ Ii a RD. (SR 19S o / Z 3 I NO OZF ?I `.-J W I 1 K Z Z p' / O K O? OI '3 FN ?l I WJIWA Q 3W ' p 1 wy z? r ? i- i I I r / ? N h ? ' I I I I I r I E ? V ' r 1 W \ om ` r I ' 1 R ' II z J W N 3w I -Zii , a0 ?HU r I I 1 ' 1 ZvI >3z 41 I ao0 W m or {Ir h' Z 1 n 1 I / UU u W I / r y 1 I Z I ? I 1 I I 1 r I a 1 I I 0 W I I I 1 z 1 1 " NO I I I o UO? I I? 0 X 0 - OZ hry 1 1 0' 01 ')I N U _ } NW rrZooe 7 X ww _I_ W Din - uTrei Zone f 1 I Bu lfer Zone t Bu/rer Zone 1 I --z•_ Tree I Z4.. Sweel9un .. 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I U d O} r ¢, 1 I 1 I 1 1 ' 133HS SIHl 13S 00+9S 'V1S 3NIl HO1VW I amizz/6 S"rioa Dma aw uwna aNtl1 8N3=N 83d 17 sNO1SIMH 6110-4 :J8q-N es 11 68SCPC8-616 'el I M 9Z8 616 £Ztl-C09ZZ ON 091Q -many x2PB WMN OZI . n., r'sxixxnte snlxa;lurzxa ANVdiN03 N3100M ]H1 A" . 00+991 'V1S Ol 00+49 'V1S ' ' N .............. d s vl (1461 US) OU HOdnHO S3NHOH M O a :3NIl U31VM .4/.9 A4 o o _ + g 4 3SVHd S1NNGAOMY1 "3ISAS d31VM ?c l N NI l 1O1d1S1a H3M3S 2 d31VM HSVN WHIN30 a p r + ? ° m o tlNIIOHtlO H1HON A1M H51M o° ? y HSVN 30 11Nnoo '+n2 1 y , o 6 10V8iN00 - V 3SVHd 00 0. MAT MATCH LINE STA. 168+00 CH SINE SSHEETt00 3 SEE THIS SEE SHEET 25 = I ' wood, N\S S .. Nrn ?1 ¢ CI` S ?, ? 1 0?°u ?I I 20CC Ip ? 'q'+ h ` _rt ao 1 /IS?RLPP$Na 1 ? °? I 13 -OW O' 1 1 1111 i 1 1 nF t j 1 \ 14 M O Z oN1 I J° 1 1 .1 `i I i I I°.i wpr , I I I 6. 1 W J ' 1 ro 1 I 1 N I W? I tl 2 , iN WRI 1 1111 ? 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N 15 Z 3 d ?g SP 1 Eff g Iwo g Po. s? eY < hi ? a U O r Z ?'lof 1177/ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Appendix F Site Coordinates Stream Impact Coordinate Locations for PCN Submittal Central Nash Water & Sewer District - Phase 4 Stream ID Stream Name Latitude Longitude Contract 1 4Q UT of Tar River 35.8566 78.0205 4R UT of Tar River 35.8490 77.9970 4S UT of Tar River 35.8439 77.9883 4T UT of Tar River 35.8411 77.9840 10A UT of Tar River 35.8720 78.0012 11 K-1 UT of Toisnot Swam 35.8274 78.0227 11 K-2 UT of Toisnot Swam 35.8274 78.0225 11L UT of Toisnot Swam 35.8250 78.0221 11M UT of Little Swam 35.8309 77.0037 11R UT of Tar River 35.8383 77.9792 Contract 2 4F Toisnot Swam 35.8575 78.0878 4G Toisnot Swamp 35.8289 78.0284 4K UT of Toisnot Swamp 35.8083 78.1115 4N UT of Toisnot Swamp 35.8632 78.0485 4P UT of Little Swamp 35.8590 78.0284 9G UT of Toisnot Swam 35.8346 78.1120 9J UT of Toisnot Swam 35.8420 78.1112 9M UT of Toisnot Swam 35.8481 78.1005 9N Toisnot Swam 35.8457 78.0955 90 Toisnot Swam 35.8573 78.1002 11A-1 UT to Beaverdam Creek 35.7935 78.0651 11C UT to Beaverdam Creek 35.7900 78.0506 11D UT to Juniper Creek 35.7965 78.0408 11D-1 UT to Juniper Creek 35.7970 78.0409 11F UT to Beaverdam Creek 35.8126 78.0536 11G UT to Beaverdam Creek 35.8123 78.0510 11H UT of Bloome Swam 35.8003 78.0318 111-1-1 UT to Juniper Creek 35.7984 78.0282 11H-2 UT to Juniper Creek 35.7967 78.0245 11J UT to Beaverdam Creek 35.8071 78.0182 lip UT of Bloome Swamp 35.7864 78.0445 11Q UT of Toisnot Swamp 35.8490 78.1010 14 UT of Toisnot Swam 35.8654 78.0943 14A UT of Toisnot Swamp 35.8728 78.0931 14B UT of Toisnot Swam 35.8626 78.0889 14C UT of Toisnot Swam 35.8623 78.1003 14D UT of White Oak Swamp 35.8324 78.1123 14F UT of Beaverdam Creek 35.7919 78.0634 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Appendix G USGS Quad Maps & NRCS Soils Maps - - � , ., I' `, � • .�,� `� • �. :I I �� i' r • T _ "' . ,,,��---'" r i ji' ��. r �"��.�-: I / ,1` • 3 � f 1 ., , �I it • �, � f I` .. 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'Z?QVWPrv L-431-S N}THdf IJ1,N IJN J01NBWDIV,170 'S'0 .'.t AO 01 'ON IIAH5 Ol 'OIJ %NIIO`IVI HI Inll'All.ln00 NSVFI 000 bZ' f - al e>s iii noaor ono. o opal aoo, Door nmr node N 'All-5 1-611-9 !a)ul to lua?ul!eda() -S 'n woll pawe70o Rude,6o1oud 0961 lu uaGe Guilelad OOD pup a? _S uoifen,asuoD Iios a,niin-ray to luowl,edaa -sn Aq pon?w- seM dew sµlJ. 'dN1108VO HIHON 'ALNOOO HSVN HOIAUHR NOId,VAH`TSNOO `IIOS OI migw 1N 133HS 8N11.L1CI:lIN0V d0 LN7W1.2IVd?Q 'S'n a z C) VA U h L1T I- ?3 ? O Z SS S Q it 6 { ' y ~ / ,, ? Y ° . \:i ?•? m?s" m 1 ?V?{ ? ? ` ? " ?\ ? '? / r ; W f . i n l\ / J I ? ?? 1 ?. ? m ., 'ray " j ?m ? ? i .? ? \^,??1/ a • n / ?? ? Z 2 `? ? ? %' J a1? ! t tt ?i ? ? ?? ?X 9nb ? K L •? Lam- „ ( ? a - ?- \= ( (I I Days ..,fl _?_ BnV ? `" nl 0 Appendix H No Practical Alternatives 0 NO PRACTICAL ALTERNATIVES EXPLANATION r? Applicant: Central Nash Water and Sewer District 120 W. Washington Street, Suite 3072 • Nashville N.C. 27856 (252) 459-9800 r Activity: Construction of Water Mains - Phase 4 Project for Central Nash Water and Sewer District Location: County: Nash Map: See Appendix A for Vicinity Mgps Explanation: The project will construct water mains throughout Central Nash Water and Sewer District. The water mains will be installed to replace existing service through individual wells. The proposed water system is intended • to provide a reliable source of quality drinking water to the area. The project is located within rights-of-way, with some easements needed to • minimize stream impact. The water main will be located 5 feet from the rights-of-way along major roadways and 5 feet from the edge of pavement along all other roadways. To construct this project, it is necessary to • intrude into zone 1 and zone 2 buffers. The buffer intrusions are a result of buffered streams which are directed under existing roadways. The location of the water lines was determined • based on the demand and required service throughout the area. The water lines will be within the rights-of-way, thus impact to these streams is unavoidable. To minimize intrusion into buffered areas, all intermittent streams crossings are perpendicular and all perennial streams outside of • maintained transportation corridors will be directionally drilled. r Controlling Impacts: The water main has been routed to minimize impacts to streams and buffers to the maximum extent practical based on economics and constructability. The construction corridor has been limited to the rights- of-way and acquired easement throughout the project. After construction, • impacted areas will be placed back to original grade (contours). r Appendix I FONSI 0 D.ec-13-2007 08:43am From-Rural Dev. Smithfield 9199340378 T-520 P-005/005 F-871 NOTICE OF FINDING OF NO SIGNIFICANT IMPACT and Final Notice of Potential Conversion of Iniyortant Farmland The USDA Rural Utilities Service has received an application for financial assistance from the Central Nash Water and Sewer District of Nash County. The proposed project consists of a distribution system consisting of approximately 115 miles of 4", 6", 811, 12", and 16" water lines along with the associated appurtenances such as hydrants, valves, etc. The project will also include two elevated water storage tanks (300,000 & 200,000 gallons), three booster pump stations, and two master meters and vaults. The project will be broken down into four separate phas? for the purposes of construction. As required by the National Environmental Policy Act, the Rural Utilities Service has assessed the poteptial environmental effects of the proposed project and has determined that the proposal will not have a significant effect on the human environment and for which an Environmental Impact Statdrnent will not be prepared. The basis for this determination is a thorough review and analysis of tl a environmental information reported in the environmental assessment including public and regulatory agencies' comments regarding the proposed project. It has been determined that the proppsed project may cause some minor direct conversion of important farmland on the sites of the Olevated storage tanks, the booster pump stations, and the master meter vaults. The amount of d conversion is a relatively small area in relation to the total amount of important farmland int the area, and is not significant in terms of the total land available for farm use. It has been determined that there is no practicable altemative to avoiding this conversion. In order to avoid or mi*ize any adverse environmental impacts, most of the construction area will be within the rights-of-way of public roads where land disturbing - activities have previously occurred. In addition, the Rural Utilities Service will require Central Nash Water and Sewer District of Nash County to incorporate the following mitigation measures into the proposed project's design: the District will adopt a "No Tap in the Floodplain" resolution to protect any floodplain areas that may, be encountered, all stream crossings will be done at as close to perpendicular as practical with' perennial streams being crossed utilizing directional bores where economically feasible and physically possible, complying with the requirements of the normal permitting processes of reg*atary agencies, and the use of "best management construction practices" into project plans and specifications such as following an approved sedimentation and erosion control plan. Copies of the Environmental Assessment can be reviewed or obtained at the Rural Development officie at 2736 NC Hwy 210, Smithfield, NC 27577 and at the Public Utilities office in the Nash Coapty Office Building located at 120 W. Washington St, Nashville, NC. For further information, please contact Mike Harris at (919) 934-6089 Ext 112. "U A is an equal opportunity provider, employer, and lender." Complaints of discrimination shod be sent to: USDA, Director, Office of Civil Rights, 1400 Independence Avenue, SW, Washington, DC 20250-9410.or call (800) 795-3272 (voice), or (202)270-6382 (TDD). A g0neral location map of the proposal is shown below. AEC-13-2007 08:59AM FAX:9199340378 IM THE WppTEN CphpgNy PAGE-005 R=97%: -- - --- ---.._... ....... ....r, VQV QM, Lill 101161 yIy934U31tl T-520 P.00UM F-871 -- USDA • ? pment urvita Staktas t or asrl=leLr. Slate Office (Exh.D. - Sl 1794-1) SUBJECT: Central Nash Water and Sewer District - Nash County, NC Proposed Water System Finding of No Significant Impact TO: State Director Rural Development I have reviewed the environmental documentation for the Central Nash Water and Sewer District Water System Project. In accordance with 7 CFR Part 1794, Rural Utilities Service's Environmental Policies and Procedures, the proposed project meets the classification criteria for an Environmental Assessment. The public review period is complete and all public comments and outstanding issues have been addressed and resolved to the extent practicable. Therefore in accordance with 40 CFR 1508.13, 1 recommend that the Agency issue a determination that the proposed project will not have a significant effect on the human environment and that an Environmental Impact Statement will not be prepared. Attached for your approval is the "Finding of No Significant Impact" document. Please sign, forward the document to the Rural Development processing office with the attached cover letter, and have them request that the applicant publish a public notice informing the public of our decision. Z44? 11-20-07 Ned W. Gillispie Date State Environmental Coordinator Rural Development Enclosure 4406 Bland Road. SUIR 200 Ralelm Norta Carolina 27009 Phone: (919)1173-2000 -Fax: (919) 873-2075- TDD: (919) 073.2C03 - Wee: Mgx/hvww.n rdw.usdo.9pv/nc Committed 10 to future of rural oommunlt . 'USDA is an equal oworiwMt> provider, employer and lender. To file a complaint of discrimination wrrhe USDA, Director, Office of Civil RIB, 14o0 independsnm Avenue, S.W.. Waahirgt C 20250-9410 or d (800) 7953272 (voice) or (202) 720J CMD} DEC-13-2007 08:58AM FAX: 9199340378 ID: THE WOOTEN CO PPW PAGE:002 R=97: uec-lJ-cUM U0:4iam rron-Kurai uev. saithtield 9199340378 T-520 P.003/005 F-811 USDA Unibd NEWS Depoullowd of AgHeWture Rural p4 state offm (Exh. E. - 51 1794-1) SUBJECT: Central Nash Water And Sewer District - Nash County, NC Proposed Water System Finding of No Significant Impact TO: Project File The attached Environmental Assessment has been prepared and reviewed in accordance with the National Environmental Policy Act, as amended (42 U.S.C. .6941 et seq.); the Council on Environmental Quality Regulations for Implementing the Procedural Provisions of the National Environmental Policy Act (40 CFR Parts 1500-1508); and 7 CFR Part 1794, Rural Utilities Service's Environmental Policies and Procedures. Upon review of the environmental documentation included and referenced in the Environmental Assessment, I find that the proposed project will not have a significant impact on the human environment and for which an Environmental Impact Statement will not be prepared. Joh J. Coo filer State Director Rural Development Z -Zd-0'7 Date 4406 Bland Road, Suite 260 Reieiph, NOrth Carolina 27809 Plane: (919) 873.2000 - Fax: (919) 879,2075 - TDD: (919) 873-2003, MD. "W.11www.rur0ev.ueda.y0WM Committed to the future of rural communitlas. "USDA is an equal opportunity provider, employer and lender.' To file a complaint of disW ktation write USDA. Director, Me of Civil Riots. 1400 innepandence Avenue. S.w., washkv )C 20250-9410 Or c90 (800) 795.3272 (voice), or (202) 72C 1(M). DEC-13-24-7 OW:58fM FAX:9199340370 ID. TFim W UTEN CO 1F4:W PAGE:003 R=100% a y Z a UUE;- IJ-cuur u0:4can trait-Kurai ueV. saithtield 9199340378 USDA united Baas apnrnnllint of AOftL It " Racal Development state office (Exh. F. - SI 1794-1) T-520 P.004/005 F-871 SUBJECT: Central Nash Water and Sewer District - Nash County, NC Proposed Water System Finding of No Significant Impact TO: Rural Development Processing Office Smithfield, NC ATTN: D. Michael Hams In Accordance with 7 CFR Part 1794, Rural Utilities Service's Environmental Policies and Procedures, I have reviewed and approved a Finding of No 'Significant Impact for the above project. To inform the public of our decision, please direct the applicant to publish the appropriate public notice. An example of a public notice for the Finding of No Significant Impact can be found in Section 7, Exhibit B.4 in Bulletin 1794A-602 (page 49). If you have any questions, please contact Ned W. Gillisnie State Environmental Coordinator at 336-386-4209 -20-0 ate 4405 Bland Road, Suits 280 RaleV, North Carolina 27809 Phone: (910) 873-2000 - Fax (919) 873-M5, TDD: (919) 873-2003, Web: H ;11www.rurdw.usda.pWnc Cortunitted to the haws of rural communities. -USDA is an equal opportunity provbw, employer and lender.' To file a complaint of discrimination writs USDA, Director, 0111ce of Civil RW ts,1400 Independence Avenue, S.W., WashiK 0C 20250-9410 or call (800) 793-3272 (voice) or (202) 720 ? (TDD). DEC-13-2007 08:59W FAX:9199340379 ID:TFE WOOTEN COMPANY PAGE:004 R=100% Rural Development Rocky Mount TFIIF:GRAM Post Office Box 1080 * 800 Tiffany Blvd. * Rocky Mount, N.C. 27802 * (252) 446-5161 AFFIDAVIT OF INSERTION • To: A •I•I" Description: N 4-?n nd S; r ? -z' r7 •'f? ( Of 07 're ?n Ivd ?-??G e d C 0V1V,VS%0Y1 d Ze pow- A,T rQIer?144/ a I hereby certify the above advertising material was inserted on the date indicated. S, ua l (Deponent) Akt•sN& S "?, (Title) 4?1 M.wnT T aM ( News per) (Notary biic) (Commission Expires) (Date) C >r NorQCamlina\ Publications, Inc. d ?:?? ?n? Tel J Q- c-o= ?,'?• v u • ALE ocE cSEo v> 4 c ro O c ro L Q .L A A A :. M O 3 Q. A'-?-v ro EEp c'g?3$?a -A eE? cL c EE=? -t .2% 1"10 .2 S! =v 0 cu a! r >> a • r0rop E?- 0=c Uo3 •?3o NY > ` z3? c a3???ZuE °?+$ Uf • ° O '-? 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