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Home My WebLink About20130219 Ver 1_401 Application_20130313CLearWaLer C1earWater Environmental Consultants, Inc. www.cwenv.com February 28, 2013 Mr. David Brown US Army Corps of Engineers Asheville Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, North Carolina 28801 -2638 Ms. Karen Higgins NC Division of Water Quality 1650 Mail Service Center Raleigh, North Carolina 27699 20130218 RE: Hendersonville Sewer Line ( +/ -2.7 miles) City of Hendersonville Henderson County, North Carolina Mr. Brown and Ms. Higgins, The attached Pre- Construction Notification (PCN) is being submitted on behalf of the City of Hendersonville represented by Mr. Brent Detwiler. The proposed sewer alignment is located between Berkley Road and Jackson Park in Hendersonville, Henderson County, North Carolina. The City is seeking a Nationwide Permit 12 for installation of the proposed sewer line and a Nationwide 13 for bank stabilization on Britton Creek. Should you have any questions regarding the attached PCN and supplemental information please do not hesitate to contact me at 828 -698 -9800. A copy of this package has been sent to Mr. David McHenry of the NC Wildlife Resources Commission and Mr. Bryan Tompkins of the US Fish and Wildlife Service for review. A copy of this application has also been submitted to Ms. Susan Wilson of the NC Division of Water Quality, Asheville Regional Office. Respectfully, Rebekah L. Newton Project Biologist Copy Furnished: NC Division of Water Quality, Asheville — Susan Wilson NC Wildlife Resources Commission — Dave McHenry US Fish and Wildlife Service — Bryan Tompkins 224 South Grove Street, Suite F Hendersonville, NC 28792 828 - 698 -9800 Tel 828 - 698 -9003 Fax CLear r Department of the Army Wilmington District, Corps of Engineers Attn: Ken Jolly, Chief Regulatory Division PO Box 1890 Wilmington, NC 28402 -1890 -and- NC Division of Water Quality Attn: Ian McMillan 1650 Mail Service Center Raleigh, NC 27699 -1650 @MY-5COMMC� MAR 0 4 2013 I, the current landowner /managing partner of the property identified below, hereby authorize ClearWater Environmental Consultants, Inc. (CEC) to act on my behalf as my agent during the processing of permits to impact Wetlands and Water of the US that are regulated by the Clean Water Act and the Rivers and Harbors Act. CEC is authorized to provide supplemental information needed for permit processing at the request of the USACE or DWQ. Property Owner of Record: C Property Owner Address: 305 W X11. aw65 Sk Phone Number: Property Location: Owner/Managing partner S Date: (az�l (Mg7- 30 (Do �' • . , M lip Z Z 224 South Grove Street, Suite F Hendersonville, NC 28792 Phone: 828-698-9800 Fax: 828-698-9003 www.cwenv.com Corps Submittal Cover Sheet Please provide the following info: 1. Project Name: Hendersonville Sewer Line 2. Name of Property Owner /Applicant: City of Hendersonville; Mr. Brent Detwiler 3. Name of Consultant/Agent: C1earWater Environmental Consultants, Inc. *Agent authorization needs to be attached. 4. Related/previous Action ID numbers(s): none 5. Site Address: Berkley Road to Jackson Park 6. Subdivision Name: n/a 7. City: Hendersonville 8. County: Henderson 9. Lat: 35.329797N Long: - 82.456948W (Decimal Degrees Please 10. Quadrangle Name: Hendersonville 11. Waterway: Britton Creek, Mud Creek, Johnson Drainage Ditch, Bat Fork, unnamed tributaries 12. Watershed: Upper French Broad 06060105 13. Requested Action: X Nationwide Permit # 12/13 General Permit # Jurisdictional Determination Request Pre - Application Request The following information will be completed by the Corps office: AID: Prepare File Folder Assign number in ORM Begin Date Authorization: Section 10 Section 404 Project Description/Nature of Activity/Project Purpose: Site/Waters Name: Keywords: \o�ot wAT F9�G h r Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre - Construction Notification PC Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ®Section 404 Permit El Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 12/13 or General Permit (GP) number: 3884/3885 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 le. 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 1f. 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 in4leu fee program. ® Yes ❑ No 1g. 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: Hendersonville Sewer Line 2b. County: Henderson 2c. Nearest municipality / town: Hendersonville 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: See attached list (Attachment A). 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if applicable): 3d. Street address: 3e. City, state, zip: 3f. Telephone no.. N� 3g. Fax no.: 3h. Email address: Page 1 of 13 PCN Form — Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ® Other, specify: City of Hendersonville; utility easement holder 4b. Name: Mr. Brent Detwiler 4c. Business name (if applicable): City of Hendersonville 4d. Street address: 305 Williams Street 4e. City, state, zip: Hendersonville, North Carolina 28792 4f. Telephone no.: 828 -697 -3060 4g. Fax no.: 828 -697 -3099 4h. Email address: bdetwiler @cityofhendersonville.org 5. Agent/Consultant Information (if applicable) 5a. Name: Ms. Rebekah Newton 5b. Business name (if applicable): ClearWater Environmental Consultants, Inc. 5c. Street address: 224 South Grove Street, Suite F 5d. City, state, zip: Hendersonville, North Carolina 28792 5e. Telephone no.: 828 -698 -9800 5f. Fax no.: n/a 5g. Email address: Rebekah @cwenv.com Page 2 of 13 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): See attached list (Attachment A). 1 b. Site coordinates (in decimal degrees): Latitude: 35.329797 Longitude: - 82.456948 (DD.DDDDDD) (- DD.DDDDDD) 1c. Property size: +/ -14.2 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: Britton Creek, Mud Creek, Johnson Drainage Ditch, Bat Fork, unnamed tributaries 2b. Water Quality Classification of nearest receiving water: All receiving waters are class "C ". 2c. River basin: Upper French Broad 06010105 Page 3 of 13 PCN Form — Version 1.3 December 10, 2008 Version 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: Residential and commercial dwellings, as well as, parks and green space are included in the vicinity of the proposed sewer alignment. 3b. List the total estimated acreage of all existing wetlands on the property: 5.39 acres 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 550 linear feet 3d. Explain the purpose of the proposed project: The purpose of this project is to eliminate the City's large pump station, provide a new interceptor sewer line to discharge several larger trunk sewers, and replace an existing sewer line that is aging. There will also be bank stabilization along a portion of Britton Creek. 3e. Describe the overall project in detail, including the type of equipment to be used: The project includes the installation of a new sewer line from Berkley Road to Jackson Park. The project will include stream and wetland crossings (Figure 3). Stream Crossings - Of the 5 stream crossings along the alignment, 3 stream crossings will be installed using the jack - and -bore method (with no impact to the stream) and 2 stream crossing will be installed using a trench -cut method. Jack - and- bore construction involves excavating an "entry pit" and "receiving pit" on each side of the stream channel (outside of jurisdiction). A boring machine and casing pipe are lowered into the pit and the casing pipe is bored underneath the stream and across to the "receiving pit ". The sewer line is then "threaded" through the casing pipe. In this method, there is no impact to the stream channel. The trench -cut method involves dewatering the work area and excavating a trench in which the sewer line is laid. The sewer line is then covered with the native materials removed from the trench and the contours are returned to pre - existing conditions. In this method, stream impacts are temporary. Typical details for stream crossings are included for review (Attachment B). Wetland Crossings — There are multiple forested and herbaceous wetland crossings. These crossings will be trenched -in and in accordance with the General and Regional Conditions in GC 3884 and Nationwide Permit 12. Wetland impacts associated with the installation of the sewer line will be temporary. The utility easement and construction corridor has been reduced to 40 feet in areas were the easement is located in wetlands (otherwise, the easement is 50 feet wide). Typical details for wetland crossings are included for review (Attachment B). Access Roads — Access roads are proposed to provide permanent access to the utility line after construction. The access road will be 10 feet in width and will not run the entire length of the line. The access road will be constructed through wetlands in some areas; however, the access road will not cross stream channels. Impacts associated with the access road will be permanent. Typical details for road construction are included for review (Attachment B). Bank Stabilization — One area along Britton Creek totaling approximately 250 linear feet will be stabilized. Stabilization will be located in the newly proposed easement along with area along the existing easement. Stabilization will include the use of geolifts and live stake planting. Geolifts utilize compacted soil and geotextile fabric to stabilize eroding banks. Vegetation will grow through a geolift. Typical details for bank stabilization are included for review (Attachment B). Page 4 of 13 PCN Form — Version 1.3 December 10, 2008 Version 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Comments: ® Yes ❑ No ❑ Unknown 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary ® Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): R. Newton and C. Riddle Agency /Consultant Company: ClearWater Environmental Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. A site visit was conducted on Jan. 8, 2013. The final approval is pending acquisition of the utility easements. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑Yes No ❑Unknown 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑Yes No 6b. If yes, explain. Page 5 of 13 PCN Form — Version 1.3 December 10, 2008 Version C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): ® Wetlands ® Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetiand 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) Tem ora T W1 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W2 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W3 ❑ P [IT ❑ Yes ❑ Corps ❑ No ❑ DWQ W4 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W5 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W6 ❑ POT ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 2h. Comments: See attached table (Attachment C). 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 SPOT Impact #3 - Bank Stabilization and Britton Creek PER ❑ INT Corps ® DWQ 10 250 Utility Crossing S2 ❑ P ® T Impact #16 - UT Bat Fork ® PER ® Corps 5 10 Utility Crossing ❑ 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 260 3i. Comments: Britton Creek is badly eroded at the location of the proposed sewer line crossing and in the existing sewer line right -of -way. As a part of this project, approximately 250 linear feet of Britton Creek will be stabilized. The proposed utility line crossing will be trenched in at the same location as the bank stabilization; therefore, impact for the trenching in of the utility line was not included in the impact length for Britton Creek. Page 6 of 13 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 02 ❑P ❑T 03 ❑P ❑T 04 ❑P ❑T 4E Total open water impacts 4g. Comments: 5. Pond or Lake Construction If Pond or lake construction proposed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Pond ID Proposed use or purpose Wetland Impacts (acres) Stream Impacts (feet) Upland number of pond (acres) Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 X 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 any 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. 131 ❑P ❑T El Yes ❑ No B2 ❑P [IT El Yes ❑ No B3 ❑P ❑T ❑Yes ❑ No 6h. Total buffer Impacts 6i. Comments: Page 7 of 13 PCN Form — Version 1.3 December 10, 2008 Version D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The proposed sewer alignment utilizes existing easements (sewer and gas) and parks /greenways already owned by Henderson County or the City of Hendersonville along some of the alignment. Two additional alignments were also accessed for this project. Alternative #1 — Alternative 1 included aligning the southern portion of the line to the northeast (Figure 4). This alignment was reviewed as a result of discussions with the Henderson County Parks Director and a representative of the Wildlife Resources Commission (WRC). The Park Director was concerned about the location of the line and impacts to Jackson County Park playing fields and trails; and the WRC was concerned about impacts to an area that was actively been managed for exotic/invasive species. This alignment includes 6.04 acres of temporary and permanent impacts (5.21 acres are temporary and 0.83 acres are permanent). The City of Hendersonville considered this route and chose to use a portion of it. A portion of the alternative route could be located adjacent to the existing gas line easement and away from a heavily used trail. It was determined that the line could be located at the edge of the playing fields and not impact recreation at the park. By shifting the line towards the playing fields, wetland impact was reduced. Alternative #2 — Alternative 2 included alignment the southern portion of the line to the southeast (Figure 5). This alignment utilized an existing trail and the edge of the recreational playing fields at Jackson Park. This alignment includes 4.8 acres of temporary and permanent impacts (4.34 acres are temporary and 0.46 acre are permanent). The existing trail is used extensively by local birding clubs. The local club has expressed concern that a sewer line would impact bird activity at the site by negatively affecting the trail and surrounding bird habitat. The Park Director was also concerned about impacting the trail system at the park. The City of Hendersonville considered this route and chose to avoid the trail by shifting the alignment towards the existing gas easement. It was determined that the line could be located at the edge of the playing fields and not impact recreation at the park. As- Proposed — The proposed line incorporates portions of each alternative (Figure 3). The proposed alignment utilizes the area adjacent to the existing gas line and the grassed area adjacent to the existing playing fields. This alignment represents a compromise between the interested parties and the City of Hendersonville. This alignment includes 5.39 acres of temporary and permanent impacts (4.9 acres are temporary and 0.49 acres are permanent). 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Stream Impacts — Impacts to streams have been reduced through method of construction (see section 3e). Stream impacts are limited to 2 crossings; the 3 other stream crossings will be constructed without impact to the stream channel using the jack - and -bore method. Wetland Impacts — Wetland impacts have been reduced by reducing the width of the easement and construction corridor from 50 feet to 40 feet in locations were the stream channel crosses the wetlands. Wetland crossings will be installed in accordance with General and Regional Conditions in GC 3884 and Nationwide Permit 12 which have been developed to reduce impacts to jurisdictional waters. The access road does not run the entire length of the line. Roads are proposed only in areas where upland access is not available or where current equipment cannot extend the entire distance across the wetland. As outlined in Regional Condition 4.1.8 of Nationwide Permit 12, a plan to restore and revegetate wetland areas cleared for construction is included (Attachment D). Wetland areas will be revegetated to the maximum extent practicable with native species of canopy, shrub, and herbaceous species. The required restoration and re- vegetation plan is not required as mitigation. Page 8 of 13 PCN Form — Version 1.3 December 10, 2008 Version 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): ❑ DWQ ® 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 — Attachment E. 4b. Stream mitigation requested: 0 linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): 0 square feet 4e. Riparian wetland mitigation requested: 0.49 acres 4f. Non - riparian wetland mitigation requested: 0 acres 4g. Coastal (tidal) wetland mitigation requested: 0 acres 4h. Comments: Wetland mitigation is proposed for permanent impacts associate with construction of the access road which will be permanently maintained. Additional impacts at the site are temporary and permanent maintenance is not required. 5. Complete If Using a Permittee Responsible Mitigation Plan Ea. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 9 of 13 PCN Form — Version 1.3 December 10, 2008 Version 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 10 of 13 PCN Form — Version 1.3 December 10, 2008 Version E. Stormwater Management and DWuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified El 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. Comments: ❑Yes El No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 3% 2b. Does this project require a Stormwater Management Plan? ❑ Yes ® No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: The project includes installation of a sewer line and will not significantly increase impervious surface area at the site. Access roads at the site will be gravel and a maximum of 10 feet wide. 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: ® Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWO Stormwater Program ❑ DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? City of Hendersonville ® 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 11 of 13 PCN Form — Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal /state/local) funds or the Yes ❑ No use of public (federal /state) land? 1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes ® No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) ❑ Yes ❑ No Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetiand Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetiand Standards, ❑ Yes ® No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after -the -fact permit application? ❑ Yes ® No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? E] Yes No 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. The purpose of this project is to eliminate the City's large pump station, provide a new interceptor sewer line to discharge several larger trunk sewers, and replace an existing sewer line that is aging. Bank stabilization is proposed along Britton Creek. The line will not result in additional development that could impact nearby downstream water quality. 4. Sewage Disposal (DWQ Requirement) 4a. 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. Wastewater will not be generated as a result of this project. Page 12 of 13 PCN Form — Version 1.3 December 10, 2008 Version 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. El Raleigh ❑ Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? FWS County data and Natural Heritage Program Map Viewer. Additionally, a representative from the Natural Heritage Program visited portions of the line northwest of 7"' Avenue on May 4, 2012. The NHP did not observe any federally threatened or endangered species. 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? South Atlantic Habitat and Ecosystem IMS. Impact will not occur in a marine system. 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? National Parks Service; National Register of Historic Places; National Register Information System database. The Seventh Avenue Historic District (NPS Reference # 89000029), the Hyman Heights -Mount Royal Historic District (NPS Reference #01000124), and the Druid Hills Historic District (NPS Reference #20000816) are located in dose proximity to the proposed sewer alignment. Installation of the proposed sewer line is not likely threaten the integrity of this site. 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: The project engineers will be submitting a "no -rise" application to the State for review and approval. 8c. What source(s) did you use to make the floodplain determination? FEMA Map Service Center. Map Panel 9644, 9654, 9653, and 9643 (effective date 01/06/2010). I�P1a2►�ti L. Newrw Dnn �1C1l0P,(.Q/ �lA.l.. '2120113 Applicant/Agent's Printed Name Date e Applicant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 13 of 13 PCN Form - Version 1.3 December 10, 2008 Version Hendersonville Sewer Line SR SR N p 1841 I Te( Kim I-n or 9 4'0 - aChian SR 1524 150 polnte 0 Terrace Ln d C P 0 5Q 5{� 18 HYder '1525 �Q- 748 o Blue SR 1874. W1 SR 1751 U e 0 iijUS W14trY Dr p Proposed Sewer Alignment ben <* y, 1503 Ot �^,.. o vas ej a 'q Shipp Y V, C u � y 0 2 � c E A N t �4 y 4 i �+ c e � ° rd �Ve Legend d Sewer Alignment Henderson County, ClearWater Site Vicinity North Carolina Figure 1 224 South Grove Street, Suite F Hendersonville, North Carolina 28792 jracy j Hendersonville Sewer Line ` . .. �� ,, f✓• ♦ �\ � i - ;� /ice-- -�t-�\ Legend 0 500 1,000 2,000 3,000 Sewer Alignment ,►•�, Feet Henderson County, CLearWater USGS Topographic Map North Carolina Hendersonville Quad 224 South Grove Street, Suite F Figure 2 Hendersonville, North Carolina 28792 On0 Hendersonville Sewer Line - AS- PROPOSED Drawn by: RLN 02.28.13 Henderson County, North Carolina CLearWater 224 South Grove Street, Suite F Hendersonville, North Carolina 28792 Sewer Alignment - Impact Map AS PROPOSED Figure 3 Hendersonville Sewer Line - ALTERNATIVE 1 0 500 1,000 2,000 Feet Drawn by: RLN 02.27.13 Henderson County, North Carolina lm� CLearWaLer 224 South Grove Street, Suite F Hendersonville, North Carolina 28792 Sewer Alignment ALTERNATIVE I Figure 4 Hendersonville Sewer Line - ALTERNATIVE 2 Forested Wetland Impacts 4.22 AC Herbaceous Wetland Impacts 0.12 AC Road Impacts 0.46 AC Total Impacts 4.80 AC Total Permanent Impacts 0.46 AC Total Temporary Impacts 4.34 AC Total Stream Impact 260 LF Legend Altemate 2 Aignment Stream (Polygon) Stream (Line) Access Road Impacts (10 -foot wide) Linear Wetland Wetland Herbaceous 'PVT Bank Stabilization Wettand Forested 1 , 0 500 1,000 2,000 Feet Drawn by: RLN 02.27.13 CL`rcl Sewer Alignment � Henderson County, . North Carolina ALTERNATIVE 2 224 South Grove Street, Suite F Figure 5 Hendersonville, North Carolina 28792 • • 5 f. i ,gyp rpeel, Legend SewerAlignment Soils � P i • R ¢y ' 1 - � k, 34 p Nr�14 . Y x � x t e r. • .. Bradson sk e Co Coddrus 10 gig qQi t -: Delanco • E; EdF Edneyville 0�; Ha Hatboro 0 500 1,000 2,000 3,000 w Water. 3 —F� V t w a f Y a f x a t • Y - � ti No d to ' F r to Legend O 1 500 1,000 2,000 3,000 � � r Attachment A Property Owner Information PIN PROPERTY OWNER 9569579274 CITY OF HENDERSONVILLE 9569589760 BERKELEY MILLS 9569653273 JOHN L PACE ENTERPRISES INC 9569739764 HENDERSONVILLE CITY OF 9569740150 HYDER, JERE E; HYDER, MARY HELEN 9569741512 BARNETT, TED C 9569917823 CITY OF HENDERSONVILLE 9578095003 HENDERSON COUNTY 9578280466 HENDERSON COUNTY 9578365963 CITY OF HENDERSONVILLE (THE) 9579007956 HODGES COMPANY THE LLC 9579015253 HENDERSONVILLE CITY OF MAILING ADDRESS 1 145 5TH AVE E 520 W SUMMITHILL DR 1310 N MAIN ST 145 5TH AVE E 1500 N MAIN ST PO BOX 342 145 5TH AVE E 1 HISTORIC COURTHOUSE SQUARE 1 HISTORIC COURTHOUSE SQUARE PO BOX 928 6085 BREVARD RD 145 5TH AVE MAILING ADDRESS 2 STE 5 STE 5 MAILING ADDRESS 3 HENDERSONVILLE KNOXVILLE HENDERSONVLLE HENDERSONVILLE HENDERSONVLLE MOUNTAIN HOME HENDERSONVILLE HENDERSONVILLE HENDERSONVILLE HENDERSONVILLE ETOWAH HENDERSONVILLE MAILING ADDRESS 4 NC TN NC NC NC NC NC NC NC NC NC NC MAILING ADDRESS 5 28792 37902 28792 28792 28792 28758 28792 28792 28792 28793 28729 28792 PROPERTY DESCRIPTION Lot # BERKLEY MILLS RD (ON) Lot # BERKELEY MILLS RD Lot # SR1503 ON CLEAR CRK RD Lot # LINCOLN CIRCLE OFF Lot # SR1503 CLEAR CRK RD Lot # N MAIN STREET Lot # 7TH AVENUE OFF Lot # JACKSON PARK/RESCUE SQUAD Lot # JACKSON PARK Lot # SR1758 ON GLOVER ST Lot # SEVENTH AVE EAST Lot # SEVENTH AVE E ON PHYSICAL LOCATION 401 BERKELEY RD 32 SMYTH AVE 0 NO ADDRESS ASSIGNED 0 NO ADDRESS ASSIGNED 1500 N MAIN ST 1590 N MAIN ST 0 NO ADDRESS ASSIGNED 0 NO ADDRESS ASSIGNED 801 4TH AVE E 635 GLOVER ST 1000 7TH AVE E 1019 7TH AVE E DEED PAGE 18591 24216 6516 14935 6052 3710 6906 14403 14403 4421 3960 481 Attachment B Typical Cross Sections �fD1Q� MID7N if „v 2500 ASI DW I I �_____________l awrxav I i I r I I I � i MN r � r °A i a awEm I r I r r I I i I I I r 1 �TmBof rmnH PLAN REVISION I DATE 1 BY DWG. NO. 37 I CITY OF HENDERSONVILLE I ENGINEERING DEPARTMENT DETAIL DWG. NO. 37 ITEM NO. Qi VR QsoiVi PLANTING SCHEDULE mm -u mm cmam ,OmmmffuwmwmM E open= rm smm scam sm a aawoM ME mm ME "/Now) WE - — 4% 13:lW is 2A Luo wr 15-M is 8 WM = MSKL BE s a EMM a W Innis. w oolm ®I�F9 611pL � AiM�IJ� Q b 8F-6�- Akt-6� dOERrZSE Nm - - 00VOM HL M IOEM oOOm sm 0' me TRM DWG. NO. 50A DOS7Ewi ma i11EL BAfAI W16/541001 1[QmQQQ�tH��QOam�Ql1� Q�f AK lal� � nQ■ M■ IQ 90➢1� M■rysao Q�1 �■ ■ms�R�Q® ��Q�s��aQS:�a II ana�aex�vw�mmm COIR MATTING CROSS SECTON DETAIL (TYP) = W SCALE CITY OF HENDERSONVILLE ENGINEERING DEPARTMENT REVISION DATE BY DETAIL DWG. NO. 50A ITEM NO. STREAMBANK STABILIZATION NO SCALE TOP OF BANK DWG. NO. 50B mm 1. SEME i SILU E E OUT AMD WWM OW THE SASE DAY 2. SDYUS 7Wlf HAVE En SPIJf SHALL BE RE EM W NO! USED FOR 006IRUt3W 3. SWUS SHALL BE f6fll M TK H BUDS POQilBfii MAM 5. WKS SHALL fE 1/210 2 WWS N DNLIEIEB MD 2 70 3 Ff TANG L STMES SHALL K U1SBALLED IM 1 /3 70 1/5 OF SMXE MWW ABW l � 7. SEE SHEEP 41 Fiat PlAUM LK STAKES (TYP) GEOUFT (TYP) , f f.d.i ,.t , •T d f , d~d ♦ ♦+ + +d•f +9•r +vt�l ••P•d4t ♦c +v +t +f •4 •f• + -h ♦f4�+ 4 P Onh44 1 ♦ • 4f 9d6 {v ♦ ♦ i dJd ♦f ice♦ •! + #Ff Fd•d ♦ ♦+ + + +t +d +f+ ++1J ♦ +d + +• _ _ _ _ aft• • • 1 e + + + GEOUFT (TV) . LIVE STAKING CITY OF HENDERSONVILLE REVISION DATE BY ENGINEERING DEPARTMENT DETAIL DWG. NO. 5oB ITEM NO. STREAMBANK STABILIZATION NO SCALE O W-lip O O O O O O O O O O AISLE CUT 31F-4S UL O O . LIVE STAKING CITY OF HENDERSONVILLE REVISION DATE BY ENGINEERING DEPARTMENT DETAIL DWG. NO. 5oB ITEM NO. STREAMBANK STABILIZATION NO SCALE DWG. NO. 50C m wM MIM OW u tea► COMFWr If Ma. isr as SrAmm Mal coo -urn VARIES IN VARIES 0. \inn 'B' t�RlIP TYPICAL GEOLIFT CROSS SECTION CITY OF HENDERSONVILLE REVISION DATE BY ENGINEERING DEPARTMENT DETAIL DWG. NO. 5oC ITEM NO. STREAMRANK STARR 17A [ON NO SCALE L' WITH 4- MIN. FOR I.D. LESS THAN TRENCH WIDTH: UP TO 42' PIPE, I.D. PIPE + Z4r 4r & LARGER, O.D. PIPE + Z4r NOTES: 1. BEDDING CLASSIFICATION SHALL MEET OR EXCEED ASTM D2321 CLASS 1 BEDDING FOR FLEXIBLE PIPING, AND ASTM C12, CLASS'B' BEDDING FOR RIGID PIPING. TION 4TERIAL ED TO 12' ABOVE ?. BEDDING S SPECIFIED TO FOR RCP ONLY. 2. FORCEMAIN BEDDING SHALL BE SELECT NATURAL SAND WELL COMPACTED IN 6' LIFTS. REVISION I DATE I BY ['L•7 DWG. NO. 1 I CITY OF HENDERSONVILLE I ENGINEERING DEPARTMENT DETAIL DWG. NO. ITEM NO. N/A v DWG. NO. 38 vi: i WW I -6.6' I -6.6' 1 &W I WAM CA swa 4 MP ABC �-WWR 8X1200 (OR APPROM80 SIM4 CM-M OWR PROPEK FMCS 4510 (OR APPROM® EQAw 100& MK-NOM M GEOID= f0' fal A: R SMW CO FAM 1HORXMU MO EIOS m mm TYPICAL GAVEL PAVEMENT SECTION CITY OF HENDERSONVILLE REVISION DATE BY ENGINEERING DEPARTMENT DETAIL DWG. NO. 38 ITEM NO, GROUT FILLED FOR FORCE MAINS. GROUT OR SAND FILLED FOR GRAVITY SEWERS. o' 4 1 MIN. OF THREE -A X- CARRIER PIPE WOOD SKIDS BANDED TO CARRIER PIPE EQUALLY SPACED SECTION 'A -A' (3 PEF PIPE DWG. NO.9 OSURE FELT 4PPING -1 1/7 PIPE AT LOW END CARRIER PIPEJ OF CASING PIPE FOR DRAINAGE CASING PIPE CLOSURE DETAIL kCH SET OF SKIDS TO BE ROUNDED. PIPE SKID DETAIL CASING PIPE SHALL BE EQUAL TO TWICE THE ID OF CARRIER PIPE FOR PUSH-ON-JOINT PIPE. FOR CARRIER PIPE WITH MECHANICAL JOINTS, CASING PIPE SHALL BE TWO SIZES LARGER THAN TWICE THE CARRIER PIPE ID CITY OF HENDERSONVILLE REVISION DATE BY ENGINEERING DEPARTMENT DETAIL DWG. NO. 9 ITEM NO. PIPE 80RIN SCALE , NATURAL GROUND- 8' OF /S7 WASHED STONE -1 1 . [-/t-- 10 2 �,-f-7EXCAVAI 2' MA i 4' MIN Y 1'3 1 EXTEND FILTER FABRIC \ 12* INTO CHANNEL BANK CLASS 8 RIPRAP (18' MINIMUM THICKNESS) FILTER FABRIC BLANKET (MIRAFl 14ON OR APPROVED EQUAL) NATURAL DWG. NO. 36A GROUND TEMP. 18' CMP FOR STREAM FLOW SECTION AA TEMP. 18' CMP FOR STREAM FLOW rSANDBAGS FILTER FABRICS I VANES CLASS B RIPRAP (REMOVE AFTER) CONSTRUCTION OR REUSE FOR STREAM BANK STABILIZATION) TOP STREAM BANK WATER OR SEWER LINE B SECTION BB SANDBAGS N TEMP. 18' CMP NOTE: STABILIZE STREAM BANK PER FOR STREAM FLOW DETAIL AFTER PIPE INSTALLATION REVISION FLOW I PROPOSED 11 WATER OR SEWER 8 � �T LINE WASHED STONE /-RIPRAP DAN B PLAN NOTE: ALL DISCHARGE FROM DEWATERING THE WORK AREA SHALL BE PUMPED TO EITHER A TEMPORARY SEDIMENT TRAP OR DEWATERING SILT BAG PER DETAILS CITY OF HENDERSONVILLE ENGINEERING DEPARTMENT DATE BY DETAIL DWG. NO. 36A ITEM NO. SMALL GREEK CROSSING Plan View Undisturbed Primary Work Area Y. O yC ^ Proposed l/ p Pipeline go�t;onS to O x be , anted I O Y ZOE ra DWG. NO. 51 Undisturbed O o O o O� Tree Stumps p Existing Trees yp �p O n �� ; c;� •ski: V -- v I ' ^ i Umlts of I / 'V �j Clearing & Disturbance Ii ( Subsoil Topsoll� I Prima ry Undisturbed Work Stockpile Area �� Undisturbed Area Construction Right - of - Way Sediment & 40 Feet Erosion Controls Pipeline CITY OF HENDERSONVILLE REVISION DATE BY ENGINEERING DEPARTMENT DETAIL DWG. NO. 51 ITEM NO. 1 OF 2 W T AND CRORRINr. NO SCALE DWG. NO. 51 NOTES: 1. RESTORATION SHALL BE COMPLETED BEFORE THE END OF THE GROWING SEASON AND AS SOON AS POSSIBLE AFTER LAYING THE PIPELINE. 2. THE CONTRACTOR SHALL UTILIZE A WILDLIFE CONSERVATION SEED MIX ON ALL DISTURBED SURFACE WITHIN WETLANDS 3. STABILIZE ALL DISTURBED AREAS OUTSIDE OF THE CLEARED MAINTENANCE ZONE WITH GRASSES, AND RESTORE THEM WITH TREES, SHRUBS OR OTHER VEGETATION. 4. RESTORE WETLAND SOILS AND HYDROLOGY TO EXISTING CONDITIONS OR GRADES. 5. AVOID THE USE OF FERTILIZERS, PESTICIDES, HERBICIDES, OR POLLUTANTS - CHEMICAL OR ORGANIC- WITHIN WETLANDS. 6. THE CONTRACTOR SHALL MAINTAIN THE EXISTING TREE CANOPY. 7. TREE STUMPS SHALL BE LEFT IN PLACE TO ALLOW FOR RE- GROWTH AFTER COMPLETION OF THE PROJECT. 8. THE CONTRACTOR SHALL SEPARATE EXCAVATED TOPSOIL FROM SUBSOIL, ALLOWING FOR ITS CORRECT REPLACEMENT AFTER THE PIPE IS INSTALLED. I CITY OF HENDERSONVILLE RR \ /IC1�1A1 nnTr sv ENGINEERING DEPARTMENT ..�..vw�. � 1./AIG � DT DETAIL DWG. NO. ITEM NO. - 2 nF 2 Attachment C Wetlands Impact Table 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact number — Permanent or Temporary Type of impact Type of wetland Forested ( Y/N ) Type of jurisdiction (404/401) Area of impact (acres) 1- temporary utility herbaceous n 404 and 401 0.1 2 - permanent road herbaceous n 405 and 401 0.02 4 - temporary utility forested y 406 and 401 0.01 5 - temporary utility forested y 407 and 401 1.67 6 - temporary utility forested y 408 and 401 0.38 7 -temporary utility forested y 409 and 401 0.01 8 - temporary utility forested y 410 and 401 0.59 9 - temporary utility forested y 411 and 401 0.11 10 - temporary utility forested y 412 and 401 0.3 11- permanent road forested y 413 and 401 0.11 12 - temporary utility herbaceous n 414 and 401 0.06 13 - temporary utility forested y 415 and 401 1.65 14 - permanent road forested y 416 and 401 0.36 15 - temporary utility herbaceous n 417 and 401 0.02 Total Impact 5.39 Wetland Impact Forested Impacts (temp Forested Impacts (perm) Herbaceous Impacts (temp) Herbaceous Impacts (pew Total Impact 1- temporary 0.1 2 - permanent 0.02 4 - temporary 0.01 5 - temporary 1.67 6 - temporary 0.38 7 - temporary 0.01 8 - temporary 0.59 9 - temporary 0.11 10 - temporary 0.3 11- permanent 0.11 12 - temporary 0.06 13 - temporary 1.65 14 - permanent 0.36 15 - temporary 0.02 Total Impact 4.72 0.47 0.18 0.02 5.39 Total Temporary Impacts 4.9 Total Permanent Impacts 0.49 Attachment D Restoration/Revegetation Plan Revegetation/Restoration Plan The US Army Corps of Engineers (Corps) Nationwide Permit 12 and the NC Division of Water Quality (DWQ) General Certification 3884 include conditions regarding restoration and revegetation of wetland areas located within the construction corridor of a utility line. The proposed utility line has an easement width and construction corridor width of 50 feet in upland areas and 40 feet in wetland areas. The City of Hendersonville will restore contours and revegetate forested wetland areas that will not be permanently maintain. Permanently maintained areas are limited to access roads and include 0.49 acres of wetland impact. These impacts will be mitigated for through EEP. The remaining wetland impacts along the corridor are temporary and include forested (4.72 acres) and herbaceous (0.18 acre) wetlands. At this time, the City of Hendersonville is not proposing to revegetate the herbaceous wetlands due to small size and an abundant on site seed source; however, contours will be returned to pre- existing conditions. Temporary forested wetland impacts total 4.72 acres. These forested wetlands will be graded to pre - existing contours and planted with native bare root wetland tree and shrub species to the maximum extent practicable. It is expected that herbaceous species will return without intervention. Tree and shrub species with the appropriate "native region' and "moisture requirement" will be chosen from the attached list. Six to 8 species from the list will be planted depending on availability of species at the time of planting. Bare roots will be planted using the dibble stick method in the winter following completion of construction. Bare roots will be planted on 8 -10 foot centers along the wetland corridor for a total of 436 -681 bare roots per acre (totaling approximately 2,050 -3,200 trees). Upon completion of bare root planting, photographs of the re- contoured and revegetated area will be sent to the Corps and DWQ. Dibble Planting r L �. Insert able as shown and pup toward pNaMer. t 4. Pup handles of dibble toward planter firming soil at batten of roots. `Planting Bar' 14 2. remove dibble and place seedling at correct depth. A/it 5. Push handle of dibble forward from planter finning soil at top of roots. Idl 3. Insert dibble 2 inches toward planter from seedling. 6. Finn soil around seedling with feet. Native Regions M= Mountains P= Pie4rnont C= Coastal Plain Light Requirements S= Shade P= Partial Sun F= Full Sun Moisture Requirements L= Low Moisture M= Moderate Moisture H= High Moisture A= Aquatic N Medtum to Large Trees M P C S P F L M H A Acerbarbatum Acer saccharinum Acersaccharum Southern sugar maple silver maple sugar maple X X X X X X X X X X X Betula alleghaniensis yellow birch X Betula lenta cherry birch, sweet birch X Betula nfgra river birch X TXX Ox X Carya aquatics Carya corrliformis Carya glabra Carya ovate Carya tomentosa Ce/tis laevigate water hickory bittemut hickory pignut hickory shagbark hickory mockemut hickory sugarberry, hackberry X X X XXX X X X X X X X X X X X R-7 X XXX X X X X X X X Chamaecypads thyoides Cladrastis kentuckea Diospyros virginiana Fegus grandifolia Atlantic white cedar yellowwood persimmon American beech xi X X X X X X X1 X X X X X X X X X X X X X X X Fraxinus americana Fraxinus pennsylvanica Fraxinus profunda Juglans nigra white ash green ash pumpkin ash, red ash black walnut X X X X X X X X X X X X X X X X X X X X X X X Liriodendron tulipifere tulip poplar, yellow poplar X X X X X X X Magnolia acuminata cucumber magnolia X X I X X X Magnolia fraseri Nyssa aquatica Nyssa sylvatica black Nyssa sylvatica var. biflor swamp Oxydendrum arboreum sourwood Picea rubens red Pinus echinata shortleaf Pinus pa/ustris longleaf Pin us rigida pitch Fraser magnolia water tupelo gum black gum spruce pine pine pine X X X X X X X jx I X X X X X X X X X X X X X XXX X X X X X X X X X X X X X X X X X X X X X X N 4` wSr — - iTTi` ei+�i +- l�L� �s'E- : 7 _ �^ r • � �u } ICI S _ M 1 P F L M H A Pinus serotina pond pine _P X X X X Pinus strobus white pine X X X X X Platanus occidentalis sycamore X X X X X X X Populus de/toides eastern cottonwood X X X X Populus heterophylla swamp cottonwood X X X X Prunus serotina black cherry X X X XXX I X Ix Quercus alba white oak XXX X X X X Quercus bicolor swamp white oak X X X X Quercus coccinea scarlet oak X X X X X Quercus falcate Southern red oak X X XXX X X Quercus pagoda cherrybark oak X X X X X X Quercus launfolia laurel oak X X X X X X Quercus lyrata overcup oak X X X X X Quercus margaretta sand post oak X X X X Quercus marilandica black Jack oak XXX X X 1XI Quercus michauxii swamp chestnut oak X I X X X -X-Mx X Quercus nigra water oak X XXXX X X Quercus phellos willow oak XXX X X X X Que us prinus chestnut oak X X X X X Quercus rubra Northern red oak X X X X X X Quercus shumardii shumard oak X X X X X X Quercus stellate post oak XXXXX X Quercus velutina black oak X X X X Xi 1XI Quercus virginiana live oak X X X X Robinia pseudoacacfa black locust XXX X XI Ix. Taxodium ascendens pond- cypress X X X X Taxodium distichum bald- cypress 1XI X T---T Tilia americana var heterophylla basswood -- X X X X X Tsuga canadensis Eastern hemlock X XI X X X X Tsuga caroliniane Carolina hemlock X XI X X X Ulmus alata winged elm X X X XXX X Ulmus americana American elm X XXXX I X Small Trees Amelanchier arborea downy serviceberry, shadbush X X X X X I X Amelanchiercanadensis Canada serviceberry X X 1XIX Amelanchierlaevis smooth serviceberry X X X X X Asimina triloba pawpaw XXX X X X 'Carpinus caroliniana ironwood, American hombeam X X X X X X X Cards canadensis eastern redbud XXXXX X Chionanthus virginicus white fringetree, old man's beard X X X X X X Comus altemifolia aftemate -leaf dogwood X X X X Comus florida flowering dogwood X X X X X X X Crateagus cros-galli codkspur hawthorn x x1XI X X X X Crateagus flabellata fanleaf hawthorn x1XI F X X Crateagus flava October haw X IX IX-F X X X Cyrilla racemifiora tiff X X X X X Froxinus caroliniana water ash XXX X Gordonia lasianthus loblolly bay XXXX X X E.. M P C 5 P F L M H A Halesia tetraptera (H. carolina) common silverbell X X X X X Ilex opaca American holly X XXXX X X X Juniperus virginiana Eastern red cedar X X X X X X X Magnolia fnpetala umbrella tree X X X X Magnolia virginiana sweetbay magnolia X X XXX —77- Morus rubra red mulberry X X X X X X Osmanthus americana wild olive, devilwood X- 7[x X Ostrya Wiginiana Eastern hop - hombeam X X X X X Persea borbonia red bay X X X X X X Persea palustds swamp bay X X X X 1XIX Pinus pungens table mountain pine X X X Prunus americana American wild plum X XI X Prunus caroliniana Carolina laurel -cherry X X X X X Quercus incana bluejack oak X X X X Quencus Mavis turkey oak X X X X Rhus glabra smooth sumac X X X X X Rhus hirta (Rhus typhina) staghom sumac X X X Salix caroliniana swamp willow X X X X X X X Salbr nigra black willow X X X X X X X Sassafras albidum sassafras X X X X X X X Staphylea trrfolia bladdemut X X X X Symp locos Unctoria horse - sugar, sweetleaf X X X X X X X Ulmus rubra slippery elm X X X X X 5hrubs Aesculus sylvatica painted buckeye X X X X X Alnus serrulata• Aronia arbutifolia common alder red chokeberry XXXXX XXXX X X X X X X Bacchads halimifolia silveding X X X X X X CaOicarpa americana American beautyberry XXX X X X Calycanthus floridus sweet -shrub X X X X X Castanea pumila Allegheny chinkapin X X X X X X X Ceanothus americans New Jersey tea XXX X X X Cephalanthus occidenta /is Clethra acuminata buttonbush mountain sweet pepperbush X X X X --k 77--y y— X Clethra alnifolia sweet pepperbush X X X X X Comptonia peregdna sweet fern X X X X Comus amomum silky Comus stiicta swamp dogwood dogwood XXX XXX X X X X X Corylus americana American hazel, hazelnut X X X X X Euonymus americans hearts- a- bustin , strawberry bush X X XXX X X Fothergilla gardenfi witch Gaylussecfa frondosa dangleberry Hamamelis Wrguniana witch -alder hazel 1X X IX X X X X X X X Hydrangea arborescens wild hydrangea Ilex coriacea gallberry Ilex decidua deciduous holly, possumhaw M Ilex glabra inkberry Ilex verticillata winterberry MM N N - , a f RA _ - - M P P C C 5 5 P P F F L L M M H H A A Ilex vomitoda y yaupon holly X X X XXX X X Itea virginica V Virginia willow, X X X X X X X X X X Kalmia angustrfolia var. caroliniana I Iamb -kill, sheep -kill X X X X X X X X X X Kalmia latifolia m mountain laurel X XjXI I IX X X X X X X Leucothoe axillaris c coastal dog - hobble 1 1XIX X X X X Leucothoe fontanesiana d dog - hobble X X X XI I Ix X X Leucothoe racemose f fetterbush X X X XXX X X X X Lindera benzoin s spioebush X X X X 1 1XI X X Lyonia ligustriha n northern maleberry X X X X X X1 X X X X X X Lyonia lucida s shining fetterbush + X X X Myrice certfera* S Southern wax -myrtle X X X +XXX X XXX X X X X Myrica cer fera var pumila' d dwarf Southern wax -myrtle X X X XXX X X Myrica heterophyl/a' b bayberry, evergreen bayberry X XXX I I I Ix Pieris floribunda e evergreen mountain fetterbush X X I I X X X X X Rhododendron allandcum d dwarf azalea 1 1XI X X X X Rhododendron calendulaceum f flame azalea X X - X X X X X Rhododendron catawbiense C Catawba rhododendron X X X --L1 X XXX X X X X -6— nvr -- m cu jur riparian restoration adjacent to Nutrient Sensitive Waters. Attachment E EEP Acceptance Letter (dated February 27, 2013) Em"em PROGRAM February 26, 2013 Brent Detwiler City of Hendersonville 305 Williams St. Hendersonville, NC 28792 Expiration of Acceptance: August 26, 2013 Project: Hendersonville Sewer Line County: Henderson The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the table below. Please note that this decision does not assure that participation in the NCEEP will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these agencies to determine if payment to the NCEEP will be approved. You must also comply with all other state, federal or local government permits, regulations or authorizations associated with the proposed activity including SL 2009 -337: An Act to Promote the Use of Compensatory Mitigation Banks as amended by S.L. 2011 -343. This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the issued 404 Permit/401 Certification /CAMA permit within this time frame, this acceptance will expire. It is the applicant's responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In- Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net. Based on the information supplied by you in your request to use the NCEEP, the impacts that may require compensatory mitigation are summarized in the following table. The amount of mitigation required for this impact is determined by permitting agencies. Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. The mitigation will be performed in accordance with the N.C. Department of Environment and Natural Resources' Ecosystem Enhancement Program In -Lieu Fee Instrument dated July 28, 2010. Thank you for your interest in the NCEEP. If you have any questions or need additional information, please contact Kelly Williams at (919) 707 -8915. Sinc y, Suzann limek Acting Director cc: Karen Higgins, NCDWQ Wetlands /401 Unit David Brown, USACE - Asheville Susan Wilson NCDWQ - Asheville Rebekah Newton, agent File RP.sto�u -t�... E ... Pro" Our State✓ North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699 -1652 / 919 - 919 - 707 -8976 / www.nceep.net River CU Stream (feet) Wetlands (acres) Buffer I Buffer II Basin Location (Sq. Ft.) (Sq. Ft.) Cold Cool Warm Rip arian Non-Riparian Coastal Marsh Impact French 06010105 0 0 0 0.49 0 0 0 0 Broad Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. The mitigation will be performed in accordance with the N.C. Department of Environment and Natural Resources' Ecosystem Enhancement Program In -Lieu Fee Instrument dated July 28, 2010. Thank you for your interest in the NCEEP. If you have any questions or need additional information, please contact Kelly Williams at (919) 707 -8915. Sinc y, Suzann limek Acting Director cc: Karen Higgins, NCDWQ Wetlands /401 Unit David Brown, USACE - Asheville Susan Wilson NCDWQ - Asheville Rebekah Newton, agent File RP.sto�u -t�... E ... Pro" Our State✓ North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699 -1652 / 919 - 919 - 707 -8976 / www.nceep.net . . . .. .. .... Hendersonville Sewer Line - AS- PROPOSED 3A :0:1 Forested Wetland Impacts 4.72 AC Herbaceous Wetland Impacts 0.18 AC Road Impacts 0.49 AC Total Impacts 5.39 AC Total Permanent Impacts 0.49 AC Total Temporary Impacts 4.90 AC Mitigation (EEP) 0.49 AC Reveg /Restore (forested wetlands with temp. impact) 4.72 AC Total Stream Impacts 260 LF Legend Alignment As-Proposed Stream (Polygon) Stream (Line) Access Road Impact (10 -foot wide) Linear Wetland Wetland Herbaceous Bank Stabilization Wetland Forested 0 500 17000 27000 Feet Drawn by: RLN 02.28.13 Henderson County, North Carolina 3C 224 South Grove Street, Suite F Hendersonville, North Carolina 28792 3D .. .:... ........................:: Sewer Alignment - Impact Map AS PROPOSED Figure 3 KEY Hendersonville Sewer Line - AS- PROPOSED Forested Wetland Impacts 4.72 AC Herbaceous Wetland Impacts 0.18 AC Road Impacts 0.49 AC Total Impacts 5.39 AC Total Permanent Impacts 0.49 AC Total Temporary Impacts 4.90 AC Mitigation (EEP) 0.49 AC Reveg /Restore (forested wetlands with temp. impact) 4.72 AC Total Stream Impacts 260 LF Legend Alignment As-Proposed Stream (Polygon) Stream (Line) Access Road Impact (10 -foot wide) Linear Wetland Wetland Herbaceous Bank Stabilization Wetland Forested 0 500 17000 27000 Feet Drawn by: RLN 02.28.13 Henderson County, North Carolina 224 South Grove Street, Suite F Hendersonville, North Carolina 28792 :..::......:: Sewer Alignment - Impact Map AS PROPOSED Figure 3 Hendersonville Sewer Line - Forested Wetland Impacts 4.72 AC Herbaceous Wetland Impacts 0.18 AC Road Impacts 0.49 AC Total Impacts 5.39 AC Total Permanent Impacts 0.49 AC Total Temporary Impacts 4.90 AC Mitigation (EEP) 0.49 AC Reveg /Restore (forested wetlands with temp. impact) 4.72 AC Total Stream Impacts 260 LF Legend Alignment As-Proposed Stream (Line) Linear Wetland Bank Stabilization Stream (Polygon) Access Road Impact (10 -foot wide) Wetland Herbaceous Wetland Forested 0 100 200 400 Feet Drawn by: RLN 02.28.13 1 inch = 100 feet Henderson County, North Carolina W1 AS- PROPOSED 224 South Grove Street, Suite F Hendersonville, North Carolina 28792 Sewer Alignment - Impact Map AS PROPOSED Figure 3A Hendersonville Sewer Line - Forested Wetland Impacts 4.72 AC Herbaceous Wetland Impacts 0.18 AC Road Impacts 0.49 AC Total Impacts 5.39 AC Total Permanent Impacts 0.49 AC Total Temporary Impacts 4.90 AC Mitigation (EEP) 0.49 AC Reveg /Restore (forested wetlands with temp. impact) 4.72 AC Total Stream Impacts 260 LF Legend Alignment As-Proposed Stream (Line) Linear Wetland Bank Stabilization Stream (Polygon) Access Road Impact (10 -foot wide) Wetland Herbaceous Wetland Forested 0 100 200 400 Feet Drawn by: RLN 02.28.13 1 inch = 100 feet Henderson County, North Carolina ............ :::.........:. AS- PROPOSED 224 South Grove Street, Suite F Hendersonville, North Carolina 28792 Sewer Alignment - Impact Map AS PROPOSED Figure 313 Hendersonville Sewer Line - Forested Wetland Impacts 4.72 AC Herbaceous Wetland Impacts 0.18 AC Road Impacts 0.49 AC Total Impacts 5.39 AC Total Permanent Impacts 0.49 AC Total Temporary Impacts 4.90 AC Mitigation (EEP) 0.49 AC Reveg /Restore (forested wetlands with temp. impact) 4.72 AC Total Stream Impacts 260 LF Legend Alignment As-Proposed Stream (Line) Linear Wetland Bank Stabilization Stream (Polygon) Access Road Impact (10 -foot wide) Wetland Herbaceous Wetland Forested 0 100 200 400 Feet Drawn by: RLN 02.28.13 1 inch = 100 feet Henderson County, North Carolina AS- PROPOSED 224 South Grove Street, Suite F Hendersonville, North Carolina 28792 Sewer Alignment - Impact Map AS PROPOSED Figure 3C Hendersonville Sewer Line - Forested Wetland Impacts 4.72 AC Herbaceous Wetland Impacts 0.18 AC Road Impacts 0.49 AC Total Impacts 5.39 AC Total Permanent Impacts 0.49 AC Total Temporary Impacts 4.90 AC Mitigation (EEP) 0.49 AC Reveg /Restore (forested wetlands with temp. impact) 4.72 AC Total Stream Impacts 260 LF Legend Alignment As-Proposed Stream (Line) Linear Wetland Bank Stabilization Stream (Polygon) Access Road Impact (10 -foot wide) Wetland Herbaceous Wetland Forested 0 100 200 400 Feet Drawn by: RLN 02.28.13 1 inch = 100 feet Henderson County, North Carolina AS- PROPOSED 224 South Grove Street, Suite F Hendersonville, North Carolina 28792 Sewer Alignment - Impact Map AS PROPOSED Figure 3D Hendersonville Sewer Line - Forested Wetland Impacts 4.72 AC Herbaceous Wetland Impacts 0.18 AC Road Impacts 0.49 AC Total Impacts 5.39 AC Total Permanent Impacts 0.49 AC Total Temporary Impacts 4.90 AC Mitigation (EEP) 0.49 AC Reveg /Restore (forested wetlands with temp. impact) Total Stream Impacts Legend Alignment As-Proposed Stream (Line) Linear Wetland Bank Stabilization 260 LF Stream (Polygon) Access Road Impact (10 -foot wide) Wetland Herbaceous Wetland Forested 0 100 200 400 Feet Drawn by: RLN 02.28.13 1 inch = 100 feet Henderson County, North Carolina 4.72 AC AS- PROPOSED 224 South Grove Street, Suite F Hendersonville, North Carolina 28792 Sewer Alignment - Impact Map AS PROPOSED Figure 3E