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Home My WebLink About20140325 Ver 3_401 Application_20180318SINCE FROEHLING & ROBERTSON, INC. Engineering Stability Since 1881 NC Engineering License # F-0266 310 Hubert Street Raleigh, North Carolina 27603-2302 1 USA T 919.828.34411 F 919.582-0304 March 12, 2018 Ms. Karen Higgins North Carolina Division of Water Resources 401 & Buffer Permitting Branch 1617 Mail Service Center Raleigh, INC 27699-1617 Re: Pre -Construction Notification for NWP 12, WQC 4133, and Neuse River Buffer Authorization City of Raleigh — Lower Walnut Creek Interceptor (DWR #14-0325 v2)) Barwell Road Raleigh, Wake County, North Carolina F&R Project No. 66T-0025-0001 Ms. Higgins: Froehling & Robertson, Inc. (F&R) is submitting this Pre -Construction Notification (PCN) to the North Carolina Division of Water Resources (NCDWR) for written concurrence for allowable impacts to "Waters of the United States" and riparian buffer impacts. F&R is also sending a copy to the US Army Corps of Engineers (USACE). F&R has been contracted by McKim & Creed to perform wetland consulting services on behalf of the City of Raleigh for the above -referenced project site located in Wake County, North Carolina within the Neuse River Basin. F&R previously submitted an application for a 401 Water Quality Certification on November 18, 2016, as well as a 404 General Permit Verification for this project on November 29, 2016. 401 and Buffer Approval was granted on December 8, 2016 under GC 3884 and a Nationwide Permit 12 was granted by the USACE on January 11, 2017. However, the USACE permit verification expired on March 18, 2017 and the automatic 12 month extension will expire shortly. Since work on this project has not yet started due to unforeseen scheduling and contract delays, the project was not completed within the allowed timeframe of the existing permit. Thus, F&R is submitting this updated application package on behalf of the City of Raleigh in order to obtain a renewed General Permit Verification under NWP 12 and General Certification 4133. Please note that the project limits, proposed alignment, proposed impacts, and proposed scope of the project have not changed since this project was originally permitted in January 2017. The current USACE permit verification as well as the 401 Water Quality Certification are provided as attachments to the PCN. HQ: 3015 DUMBARTON ROAD RICHMOND, VA 23228 USA T 804.264.2701 F 804.264.1202 www.fandr.com VIRGINIA • NORTH CAROLINA • SOUTH CAROLINA • MARYLAND • DISTRICT OF COLUMBIA A Minority -Owned Business The City of Raleigh is proposing to construct approximately 17,000 linear feet (LF) of new 66 -inch and 72 -inch sanitary sewer interceptor, generally parallel to and within the same easement as the existing interceptor. The new interceptor would replace the existing 48 -inch and 54 -inch Lower Walnut Creek (LWC) interceptor. The LWC project site is generally adjacent to and within the same 100 foot wide permanent utility easement as the existing interceptor, which is located adjacent to the north side of Walnut Creek between Barwell Road and the east side of Sunnybrook Road in Raleigh, NC. However, there is a short portion of the existing easement between 1-440 and the Walnut Creek Softball Complex which has a 60 foot wide permanent utility easement. Further, the crossing beneath 1-440 requires alignment deviation. Approximately 3.12 acres of new easement are anticipated to be required for the LWC project. Additionally, a second phase of this project is proposed for future construction, which is identified as the Upper Walnut Creek Interceptor (UWC). The proposed UWC would consist of approximately 20,000 LF of new 60 -inch sanitary sewer interceptor, generally parallel to and within the same easement as the existing interceptor. The new interceptor would replace the existing 42 -inch and 48 -inch UWC interceptor. The UWC project site is generally adjacent to and within an existing 40 foot wide permanent utility easement, which is located adjacent to the north side of Walnut Creek between Sunnybrook Road and the east side of State Street in Raleigh, NC. Based on consultation with the USACE, the UWC portion of this project will be permitted at a later date due to the anticipated time delay between the construction of the Lower portion and the Upper portion. Estimated future impacts are included as part of the PCN documentation contained herein. The purpose of this project is to improve the existing Walnut Creek Interceptor, which is approximately 40 years and is nearing the end of its useful service life, as well as increase capacity to meet the existing and growing needs of the areas that are currently serviced by this sewer line. The City of Raleigh is proposing the following impacts for the LWC Interceptor: ➢ One (1) jurisdictional wetland impact area totaling 0.01 acres of temporary impacts and no permanent impacts; ➢ Nine (9) stream crossings totaling 432 linear feet of impacts to five perennial streams and four intermittent streams, all of which are unnamed tributaries to Walnut Creek and consist of temporary impacts; each of the crossings is perpendicular; ➢ Seven (7) Zone 1 and 2 buffer impact areas (one permanent and six temporary), each associated with stream crossings identified above. Parallel impacts to Zone 1 and 2 of the Walnut Creek Riparian Buffer were completely avoided. Additionally, anticipated impacts associated with the second phase of this sewer line (i.e., UWC) have also been calculated and are included in the attached documents. These impacts will be permitted separately, as noted above. Lower Walnut Creek Interceptor - PCN Submittal March 12, 2018 Raleigh, Wake County, North Carolina F&R Project No. 66T-0025-0001 Stream crossings will consist of a "cut and fill" type crossing and will be perpendicular to the surface water of the stream. Once the GSL is installed, the stream channel and banks shall be returned to the pre-existing grade. The maintained easement will be 10-15 feet wide. In accordance with Cumulative Impacts and the 404 Nationwide Permit and 401 Water Quality Certification, Wake County and the City of Raleigh are committed to requiring on-site storm water management measures (such as level spreaders, bio -retention, or constructed wetlands) for development when parcels adjacent to these sewer line improvement corridors are developed. It is F&R's understanding that the permanent jurisdictional wetland impacts disturb less than 0.5 acres of Waters of the United States and are allowable IAW USACE Nationwide Permit 12 and North Carolina General 401 Water Quality Certification 3884. It is F&R's understanding that the nine perpendicular stream crossings are "Allowable" IAW 15A NCAC 02b .0233 (6) and require written concurrence IAW North Carolina General 401 Water Quality Certification 3884. It is F&R's understanding that the proposed impacts to Zone 1 and 2 of Riparian Buffers are "Allowable" IAW 15A NCAC 02b .0233 (6) and require written concurrence IAW North Carolina General 401 Water Quality Certification 4133. F&R is submitting this Pre -Construction Notification (PCN) with associated USGS Map, stream and buffer impact drawings, and project plan drawings to the USACE and NCDWR for written concurrence for the impacts listed above. Should your office have questions pertaining to any of the information presented within the following PCN or its attachments, please do not hesitate to contact me. Respectfully Submitted, FROEHLING & ROBERTSON, INC. Elias N. Ruhl Environmental Services Manager Lower Walnut Creek Interceptor - PCN Submittal March 12, 2018 Raleigh, Wake County, North Carolina F&R Project No. 66T-0025-0001 rE�< C, vlllt:� Y Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Page 1 of 10 PCN Form — Version 1.4 January 2009 Pre -Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ❑X Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: NW12 or General Permit (GP) number: WQC #4133 1c. Has the NWP or GP number been verified by the Corps? ❑X Yes ❑ No 1 d. Type(s) of approval sought from the DWQ (check all that apply): ❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑X 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: NX Yes ❑ No For the record only for Corps Permit: ❑ Yes ❑X 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 in -lieu fee program. ❑ Yes ❑X No 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ❑ Yes ❑X 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: Lower Walnut Creek Interceptor 2b. County: Wake 2c. Nearest municipality / town: Raleigh 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 parcel ownership information 3b. Deed Book and Page No. See attached parcel ownership information 3c. Responsible Party (for LLC if applicable): See attached parcel ownership information 3d. Street address: See attached parcel ownership information 3e. City, state, zip: See attached parcel ownership information 3f. Telephone no.: See attached parcel ownership information 3g. Fax no.: 3h. Email address: Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑X Other, specify: Municipality 4b. Name: Edward Stempien, Raleigh Public Utilities Department 4c. Business name (if applicable): City of Raleigh 4d. Street address: One Exchange Plaza 4e. City, state, zip: Raleigh, NC 27601 4f. Telephone no.: 919-996-4540 4g. Fax no.: 919-996-3490 4h. Email address: Edward.Stempien@raleighnc.gov 5. Agent/Consultant Information (if applicable) 5a. Name: Elias Ruhl 5b. Business name (if applicable): Froehling & Robertson, Inc. 5c. Street address: 310 Hubert Street 5d. City, state, zip: Raleigh, NC 27603 5e. Telephone no.: 919-828-3441 5f. Fax no.: 919-828-5751 5g. Email address: eruhl@fandr.com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): See attached parcel ownership information 1 b. Site coordinates (in decimal degrees): Latitude: 35.75273 Longitude: -78.54364 1 c. Property size: 35 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Walnut Creek 2b. Water Quality Classification of nearest receiving water: C; NSW (Neuse River) 2c. River basin: 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: The site consist of an existing and ongoing sewer easement. 3b. List the total estimated acreage of all existing wetlands on the property: 0.01 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 432 3d. To improve Explain the purpose of the proposed project: the existing Walnut Creek Interceptor, which is approximately 39 years old and is nearing the end of its useful life, and increase capacity. 3e. The Describe the overall project in detail, including the type of equipment to be used: project involves clearing, digging a trench, and installing a sewer line in an existing utilizing typical construction equipment and best mgt practices. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (includingall prior phases in the past? ❑X Yes ❑ No ❑ Unknown Comments: 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): Christopher Burkhardt & Paul Hughes with F&R Agency/Consultant Company: Froehling & Robertson, Inc. Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. Preliminary JD completed in conjunction with the previously issued USACE permit (Jan. 11, 2017). See attached. Stream Det. Ltrs were issued on July 25, 2013 (RRO 13-165) and April 15, 2014 (RRO 14-0325). Verification from USACE issued on June 5, 2013. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑x Yes ❑ No ❑ Unknown 5b. If yes, explain in detail according to "help file" instructions. USACE Action ID 2013-01612; DWR #14-0325 v2; application date: 11/29/2016; USACE permit issued 1/11/2017; DWR certification issued 12/8/2016 6. Future Project Plans 6a. Is this a phased project? ❑X Yes ❑ No 6b. If yes, explain. See Project Narrative attached. Page 3 of 10 PCN Form — Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ❑X Wetlands ❑X Streams — tributaries ❑X 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. Wetland impact number Permanent (P) or Temporary T 2b. Type of impact 2c. Type of wetland 2d. Forested 2e. Type of jurisdiction Corps (404,10) or DWQ (401, other) 2f. Area of impact (acres) W1 - Choose one Choose one Yes/No - W2 - Choose one Choose one Yes/No W3 - Choose one Choose one Yes/No W4 - Choose one Choose one Yes/No W5 - Choose one Choose one Yes/No W6 - Choose one Choose one Yes/No 2g. Total Wetland Impacts: 2h. Comments: See attached Wetland Impacts Table 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. Stream impact number Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction 3f. Average stream width (feet) 3g. Impact length (linear feet) S1 - Choose one - S2 - Choose one - S3 - Choose one - S4 - Choose one - S5 - Choose one - S6 - Choose one - 3h. Total stream and tributary impacts 3i. Comments: See attached Stream Impacts Table Page 4 of 10 PCN Form — Version 1.4 January 2009 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 indivi ually list all open water impacts below. 4a. Open water impact number Permanent (P) or Temporary T 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) 01 Choose one Choose O2 - Choose one Choose 03 - Choose one Choose 04 - Choose one Choose 4f. Total open water impacts 4g. Comments: No open water impacts are proposed. 5. Pond or Lake Construction If pond or lake construction proposed, the complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavated Flooded Filled Excavated P1 Choose one P2 Choose one 5f. Total: 5g. Comments: Pond or Lake construction is not proposed. 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. Project is in which protected basin? ❑X Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other: 6b. Buffer Impact number — Permanent (P) or Temporary (T) 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet) B1 Yes/No B2 - Yes/No B3 - Yes/No B4 - Yes/No B5 - Yes/No B6 - Yes/No 6h. Total Buffer Impacts: 6i. Comments: Please see the attached Buffer Impacts Table Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Please see the attached Avoidance and Minimization Summary. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Please see the attached Avoidance and Minimization Summary. 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 ❑X 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 El 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: Choose one Type: Choose one Type: Choose one Quantity: Quantity: 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: Choose one 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 6 of 10 PCN Form — Version 1.4 January 2009 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 ❑ Yes ❑X No buffer mitigation? 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. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (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 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified ❑X 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. Stormwater management or drainage plans are not required for this sewer line. ❑ Yes ❑X No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? % 2b. Does this project require a Stormwater Management Plan? ❑ Yes ❑X No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: The project consists of a sewerline. 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: 2e. Who will be responsible for the review of the Stormwater Management Plan? 3. Certified Local Government Stormwater Review 3a. In which localgovernment's jurisdiction is thisproject? ❑ Phase II ❑ NSW 3b. Which of the following locally -implemented stormwater management programs ❑ 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 ❑ HQW 4a. Which of the following state -implemented stormwater management programs apply ❑ORW (check all that apply): ❑Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 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 8 of 10 PCN Form — Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the 0 Yes ❑ No use of public (federal/state) land? 1 b. 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 0 Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. 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.) 0 Yes ❑ No Comments: FONSI received on June 23, 2015 (attached) 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes 0 No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes 0 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 ❑ Yes ❑X No additional development, which could impact nearby downstream water quality? 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 improve the existing Walnut Creek Interceptor, which is approximately 40 years old and is nearing the end of its useful service life, as well as increase capacity to meet the existing and growing needs of the areas that are currently serviced by this sewer line. 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. The proposed project is a sewer line, designed to increase available capacity for current and planned future development within the area of the project site. Waste carried by the proposed upgraded sewer line would be treated in the Neuse River Resource Recovery Facility (NRRRF — NPDES permit NC0029033, 60 MGD) prior to being discharged into the Neuse River. Page 9 of 10 PCN Form — Version 1.4 January 2009 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 0 No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act 0 Yes ❑ No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? Natural Heritage Program GIS Data and USFWS County list of Protected Species 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes 0 No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? http://www.habitat.noaa.gov/protection/efh/efhmapper/index.htmi 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 0 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? NC SHPO GIS Data 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA -designated 100 -year floodplain? ❑X Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: The project will be constructed in accordance with best management practices for installing a sewer line in a 100 year floodplain. 8c. What source(s) did you use to make the floodplain determination? FEMA FIRM Elias N. Ruhl 03-09-2018 Applicant/Agent's Printed Name Date Applicant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant is provided. Page 10 of 10 March 9, 2018 Project Narrative and Avoidance and Minimization Statement Subject: Owner: City of Raleigh Public Utilities Department Project Name: Lower Walnut Creek Interceptor Purpose and Need Statement: The purpose of this project is to improve the existing Walnut Creek Interceptor, which is approximately 39 years and is nearing the end of its useful service life, as well as increase capacity to meet the existing and growing needs of the areas that are currently serviced by this sewer line. The Walnut Creek Interceptor is divided into the existing, downstream Lower Walnut Creek (LWC) sanitary sewer interceptor and the existing, upstream Upper Walnut Creek (UWC) sanitary sewer interceptor. This sewer system serves as a major artery for wastewater collection. It receives flow from a large portion of the City of Raleigh and surrounding communities. A comprehensive inspection and condition assessment of the interceptor was conducted and found that a majority of the existing Walnut Creek interceptor should be addressed as part of the project from a condition standpoint. In addition to an overall system capacity and flow study, a Preliminary Engineering Report was also prepared for the project to identify necessary rehabilitation and/or replacements of the existing interceptor. The objective was to select the most economical and environmentally acceptable alternatives to address peak wet weather flows, future growth, and structural and operational deficiencies to safely convey existing and projected wastewater. The most effective project solution was determined to be to move forward with the replacement and upsizing of the existing 42" system to a 60" interceptor while increasing the overall easement width from 40' to 60'. The LWC project is being designed for the City by McKim & Creed, Inc. and the UWC project is being designed by Kimley-Horn and Associates. The City originally planned for the UWC interceptor project to be a rehabilitation project only, instead of an expansion project. However, following completion of a Sewer System Capacity and Flow Study and a Preliminary Engineering Report, it is evident that in addition to rehabilitation or replacement of the interceptor due to condition, an expansion of capacity is needed to meet future demands. Because the UWC project was initially intended to be a rehabilitation project only, and because the UWC schedule was behind the LWC project schedule, the UWC project was not initially included with the LWC during the scoping process. However, the UWC project connects to the LWC project and therefore the two projects are closely related. Based on consultation with the USACE, the entire project is being permitted in phases with the initial phase focusing on LWC but including estimated future impacts associated with UWC. The UWC portion of this project will be permitted at a later date due to the anticipated time delay between the construction of LWC and UWC. It is estimated that the UWC project will begin construction following completion of construction of the LWC project. *Please Note: Descriptions and details of the UWC section are included within this project narrative for informational purposes only. Plans for the UWC are not yet finalized and statements within this narrative regarding the UWC alignment are based on the current iteration of plans and are subject to change. The UWC project will be permitted separately. The LWC project is needed for the following reasons: The existing interceptor has been in service for approximately 39 years and is nearing the end of its useful service life. The LWC interceptor is experiencing degraded structural conditions and has potential for failure as reported by Hydrostructures, PA during their closed circuit television (CCTV) and limited manhole inspections for the LWC interceptor in February 2012. Previous sanitary sewer capacity studies and the City's Capital Improvements Plan identified projected growth in the service area over the planning period and subsequent wet weather peak flows exceeding the current capacity of the existing sewer requiring additional interceptor capacity. The UWC project is needed for the following reasons: • The existing 42 -inch northern branch interceptor has been in service for approximately 60 years and is nearing the end of its useful service life. The 48 -inch southern branch interceptor between Rock Quarry Road and State Street was constructed in 1986. • A CCTV assessment conducted in July 2013 by ReclZone Robotics indicated that approximately 86% of the 42 -inch northern branch of the UWC interceptor between Sunnybrook Road and Rock Quarry Road was at condition Grade 3 to Grade 5, indicating significant operational and structural issues, pipeline deterioration, and reliability concerns. • Limited pole camera inspection of the parallel 42 -inch and 48 -inch sewer interceptors between Rock Quarry Road and State Street indicated that most of the sewers were in fair to good condition, but with some rehabilitation needed. • Previous sanitary sewer capacity studies identified projected growth in the service area over the planning period and subsequent wet weather peak flows exceeding the current capacity of the existing sewers requiring additional interceptor capacity. Project Location and Description The Walnut Creek project service area, inclusive of the UWC and LWC interceptor service areas, is approximately 28,800 acres. It is generally bounded by Barwell Road to the east, Poole Road and Hwy 64 to the north, 1-40 to the west and Rock Quarry Road and Hwy 70 to the south. LWC The existing LWC Interceptor is approximately 17,000 linear feet (LF) of 48 -inch / 54 -inch gravity sewer interceptor generally located north of Walnut Creek between Barwell and Sunnybrook Roads in Raleigh, North Carolina. The LWC project involves replacement of the existing 48 -inch and 54 -inch LWC interceptor via construction of approximately 17,000 LF of new 66 -inch / 72 -inch sanitary sewer interceptor, generally parallel to and within the same easement as the existing interceptor. The new interceptor is anticipated to be installed by open cut, with microtunnel installation utilized at the crossing of 1-440. The LWC project site is generally adjacent to and within the same 100 foot wide permanent utility easement as the existing interceptor, which is generally located adjacent to the north side of Walnut Creek between Barwell Road and the east side of Sunnybrook Road in Raleigh, NC. However, there is a short portion of the existing easement between 1-440 and the Walnut Creek Softball Complex which has a 60 foot wide permanent utility easement. Further, the crossing beneath 1-440 requires alignment deviation. Approximately 3.12 acres of new easement are anticipated to be required for the LWC project. UWC The existing UWC Interceptor is approximately 20,000 linear feet (LF) of parallel 42 -inch (northern branch) and 48 -inch (southern branch) sewer interceptor generally located along Walnut Creek between Sunnybrook Road and State Street in Raleigh, North Carolina. The existing UWC Interceptor is within an existing 40 -foot easement. Approximately 9.26 acres of new easement are anticipated to be required for the UWC project. The UWC project includes two parts. Part one of the UWC project extends from the LWC project connection point at Sunnybrook Road to Rock Quarry road and involves in-situ replacement, with limited relocation, of the existing 42 -inch (northern branch) sanitary sewer interceptor with a 60 -inch sanitary sewer pipe. Part two of the UWC project extends from Rock Quarry Road to State Street and involves construction of approximately 5,000 LF of new 60 -inch sanitary sewer interceptor to replace the existing 42 -inch (northern branch) sewer interceptor and rehabilitation of the existing parallel 48 -inch (southern branch) sanitary sewer from Rock Quarry Road to State Street. The interceptor replacements are anticipated be installed by open cut. Avoidance and Minimization: An environmental assessment (EA) was completed as part of the Walnut Creek project and Finding of No Significant Impact (FONSI) was received on June 23, 2015. The following is a summary of findings from the EA. Significant, permanent direct impacts are not anticipated to occur as a result of the proposed LWC and UWC projects. No direct impacts to land use, prime or unique agricultural lands or areas of archaeological or historical value are anticipated as a result of the proposed LWC and UWC projects. However, the following direct, minor temporary impacts may occur during construction of the proposed LWC and UWC projects, but will be mitigated as indicated: Wetlands Efforts will be made to minimize the total impact to wetlands resulting from the proposed project. Wetlands within the study area were delineated prior to final location of the project corridor. Unavoidable wetland impacts occur where engineering constraints such as topography, existing utilities or structures, or easement acquisition limit the movement of the project corridor. Within wetland areas, the construction corridor will be limited to 15 feet in width where practical to reduce impacts. In areas where wetlands are located adjacent to or just inside the construction corridor, they will be avoided if possible. Orange tree -protection fencing will be temporarily installed to prevent accidental disturbance of these areas. Required erosion control Best Management Practices (BMPs) should also reduce the likelihood of sediment loss to adjacent wetland areas. Wetland areas that are impacted during construction will be stabilized using a native wetland seed mix. Where possible, topsoil will be stockpiled separately during initial clearing and excavation in order to restore the temporarily disturbed areas to pre -construction grades. Wetlands that are temporarily disturbed but not permanently maintained will be allowed to revert back to their former pre -construction condition. Streams Design efforts will attempt to minimize stream crossings and impacts to the riparian buffer and floodplains. The existing easement and existing interceptors are adjacent to, but do not cross Walnut Creek. Due to the size of the pipe and grade requirements, directional drilling and bore and jack are not feasible options for construction of the improvements at stream crossings; therefore, the improvements will be installed via open cut methods at stream crossings. Direct impacts to streams will be minimized within the project area where practical. During the permitting phase of the project, each crossing will be evaluated to determine the required impact area. Impacts will be limited to the excavated trench and backfill area, dewatered area, and the areas subject to stabilization. Stream banks will be stabilized upon completion of construction using a native seed mix. The majority of the resulting impacts will be limited to areas within the currently maintained corridor along with the existing interceptor. Many of these impacted streams are low quality or degraded channels set in residential areas, or are otherwise confined by historic activities. Erosion control BMPs will be used where appropriate and required. Crossing locations will be stabilized immediately following disturbance in order to minimize sedimentation impacts and runoff to downstream receiving waters. Erosion and Sedimentation Control Construction of the proposed project will cause minor impacts to soils. It is anticipated that approximately 35 acres of land disturbance will occur during construction of the LWC project and 26.5 acres of land disturbance will occur during construction of the UWC project. Direct impacts to soils as a result of this project will be mitigated by adhering to conditions of the sedimentation and erosion control plan. Timeline of Proiect Events since Previous Permit Approvals: Here's a general timeline of the project since previous USACE permit approval: • December 8, 2016: Approval of 401 Water Quality Certification (DWR #14-0325 v2) • January 11, 2017: Approval of 404 General Permit Verification (AID: 3013-01612) • Nov 2016 — Oct 2017: Delay in advertisement of Lower Walnut Creek Sanitary Sewer Improvements construction contract due to City of Raleigh permit approval; easement negotiation and acquisition for temporary access road; and NCDOT encroachment approval within the 1-440 Control of Access area for the Fortify 1-440 Rebuild project. The project could also not be initiated in the summer months due to limitations on shutdown of the City's reuse water system during construction for required relocations. • October 2017: Advertised Lower Walnut Creek Sanitary Sewer Improvements for construction • November 2017: Opened bids for Lower Walnut Creek Sanitary Sewer Improvements • April 2018 : Anticipated NTP for Lower Walnut Creek Sanitary Sewer Improvements construction contract • November 2019: Anticipated substantial completion for Lower Walnut Creek Sanitary Sewer Improvements construction contract • January 2020: Anticipated final completion for Lower Walnut Creek Sanitary Sewer Improvements construction contract Construction of the second phase of the project (Upper Walnut Creek Interceptor) is anticipated to begin following the completion of the Lower Walnut Creek portion (i.e., January 2020). PARCEL ID NO. 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ALL CONSTRUCTION MUST BE IN ACCORDANCE NTH ALL LOCAL, STATE, AND FEDERAL RULES AND REGULATIONS. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES PLANNING/ZONING FIRE URBAN FORESTRY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # M°c nLE nuM9ER DATE: JANUARY 2016 SCALE MCE PROD. # 0592-0046 G5 DRAWN EJB HORIZONTAL: DR -1 NUHRER DESIGNED SHK, BRL NA G5 CHECKED CLW, JSL VERTICAL: PROJ. MGR. BRL NA STATS NOT FINAL FOR CONSTRUCTION DESIGN 152 1732182680 NNADI, ROSITA H 2309 LOCKWOOD FOLLY LN RALEIGH NC 27610-6528 008020 00608 153 1732182537 STESUCKE, YAN STESUCKE, CHRISTOPHER M 437 INDIAN HILL RD HOLLY SPRINGS NC 27540-8992 014900 01458 154 1732181575 WELLS, KELVIN WAYNE WELLS, FELICIA D 2301 LOCKWOOD FOLLY W RALEIGH INC 27610-6528 007846 00080 155 1732181656 MCNEIL, VERGIE 2125 MAYBROOK DR RALEIGH NC27610-6507 011068 02016 156 1732182628 HAITH, CYNTHIA 2121 MAYBROOK DR RALEIGH NC27610-6507 015441 00935 157 1732182772 OMOKAIYE, MICHELLE 2117 MAYBROOK DR RALEIGH NC 27610-6507 013294 00627 158 1732183736 MEARIDY, CLORINDAJ 2113 MAYBROOK DR RALEIGH NC27610-6507 015099 00629 159 1732183881 AVENT-KINDRED, GLORIA JANET 2109 MAYBROOK DR RALEIGH NC 27610-6507 011212 00532 160 1732184827 GOODSON, PATRICIA D 2105 MAYBROOK DR RALEIGH INC 27610-6507 007434 00024 161 1732184956 DIXON, JERMIAH 5400 DRUM IN LET PL RALEIGH INC 27610-6523 015582 00830 162 1732193016 MILLS, LON NIE MILLS, DONNA 2100 MAYBROOK DR RALEIGH NC27610-6506 008482 02378 163 1732182957 ARRINGTON, PEGGY M 2104 MAYBROOK DR RALEIGH INC 27610-6506 013910 00569 164 1732182901 FORD, RALPH 2108 MAYBROOK DR RALEIGH NC27610-6506 007268 00837 165 1732181846 LASSITER, DERWIN D LASSITER, TARA L 2112 MAYBROOK DR RALEIGH INC 27610-6506 012655 02640 166 1732192143 LASSITER, ETHYW N A 5332 PRONGHORN W RALEIGH NC 27610-4596 012456 01701 167 1732191057 BENNETT, WILLIAM L 5424 MILROY LN RALEIGH NC27610-6502 006955 00052 168 1732190083 SECRETARY OF HOUSING AND URBAN DEVELOPMENT 4400 WILL ROGERS PKWY STE 300 OKLAHOMA CITY OK 73108 015796 00094 169 1732180919 LAVENDER, DENESE DARCEL 5416 MILROY LN RALEIGH NC27610-6502 005523 00373 170 1732089926 WARDEN, DEREK 5412 MILROY LN RALEIGH NC 27610-6502 011286 00192 171 1732088944 KERR, VIOLET 5408 MILROY LN RALEIGH NC 27610-6502 006247 00627 172 1732087947 ROYALL,JERRY 5404 MILROY LN RALEIGH NC27610-6502 006871 00197 173 1732180884 VELASQUEZ, JOSE NELSON FLORE VELASQUEZ, CECILIA CHACON 2116 MAYBROOK DR RALEIGH INC 27610-6506 012881 02069 174 1732180804 GARCIA, RUBEN MARES MARTINEZ, FABIOLA 2200 MAYBROOK DR RALEIGH NC27610-6521 014588 00077 175 1732089833 BARBER, GLORIA 2204 MAYBROOK DR RALEIGH NC27610-6521 012981 00907 176 1732088843 ARZATE, ERENDIRA LOPEZ, RUBEN ARIAS 2208 MAYBROOK DR RALEIGH NC27610-6521 012820 01516 177 1732087863 LAMM, FREDERICK R LAMM, KIM 2212 MAYBROOK DR RALEIGH NC 27610-6521 011156 02533 178 1732086882 GENAO, CECELIA 2216 MAYBROOK DR RALEIGH NC27610-6521 012271 02320 179 1732180684 REYES, THELMA ELIZABETH 2129 MAYBROOK DR RALEIGH INC 27610-6507 011877 02197 180 1732180614 LEE, ROSA L LEE, TIMOTHY E 2201 MAYBROOK DR RALEIGH NC 27610-6522 007554 00649 181 1732089634 CORTEZ, JOSE D ANZORA, ZOILA I 2205 MAYBROOK DR RALEIGH NC 27610-6522 009651 00151 182 1732088664 ALPHA HAVEN LLC 105 OAKWOOD DR WAKE FOREST NC 27587-9757 014959 02252 183 1732087694 HOOKER, GARY LSR HOOKER, LISA R PO BOX 19457 RALEIGH NC27619-9457 012902 00734 184 1732087634 GRANT, ELVIN W GRANT, ELEANOR H 103 HARDING PL GOLDSBORO NC 27534-9100 007419 00344 185 1732086663 SULLIVAN, JOHNEL SULLIVAN, SUSAN 1028 LUMINARY LN WILLOW SPRING INC 27592-8619 014317 01445 186 1732089521 THORPE, LILLIEA 2237 LOCKWOOD FOLLY W RALEIGH INC 27610-6527 011658 02259 187 1732088560 SANDERS, WILLIE SANDERS, HELEN 2233 LOCKWOOD FOLLY LN RALEIGH INC 27610-6527 007682 00038 188 1732087590 KNOX, KYLA D 2229 LOCKWOOD FOLLY W RALEIGH INC 27610-6527 012394 01656 189 1732087520 BOUTTE, KEVIN BOUTTE, DENISE J 7301 DARNOCH WAY WEST HILLS CA 91307-1336 012182 01276 190 1732086554 WALKER, JOSEPHIN E J 2213 LOCKWOOD FOLLY W RALEIGH NC27610-6527 007628 00173 191 1732085692 KALEJAIYE, ENITAN A KALEJAIYE, BIMBOLA A 2225 MAYBROOK DR RALEIGH NC 27610-6522 007513 00326 192 1732085891 MASSENBURG, CHARLES F MASSENBURG, CYNTHIA L 2220 MAYBROOK OR RALEIGH INC 27610-6521 007019 00446 193 1732086923 BROWN, GAIL 2109 BRIGHTWELL LN RALEIGH NC 27610-6518 008983 02754 194 1732084807 DIXON, RODNEY E DIXON, CHRISTAL K 2112 BRIGHTWELL LN RALEIGH NC27610-6517 006880 00130 195 1732084717 HUNTER, CHRISTINA 2116 BRIGHTWELL LN RALEIGH NC 27610-6517 011087 00210 196 1732084652 THOMAS-MANUEL, DEANNE MANUEL, LEE O J R 2200 LOCKWOOD FOLLY LN RALEIGH NC 27610-6527 013616 01903 197 1732084555 BARRON, DENNIS W BARRON, JOYCE W 2204 LOCKWOOD FOLLY W RALEIGH INC 27610-6527 008331 01211 198 1732084590 MERCER, ASIA L 2208 LOCKWOOD FOLLY W RALEIGH NC27610-6527 011705 01949 199 1732083541 MORANO, ANTOINETTE PO BOX 457 WAKE FOREST NC 27588-0457 015742 01205 200 1732081591 CRUSE, KAREENA 2220VIOLETBLUFF CT RALEIGH NC27610-3151 012778 00464 201 1732081571 CAPPY, GARY MELENDEZ, MIRIAM 5429TRESTLEWOOD LN RALEIGH NC 27610-4570 014658 02710 202 1732081550 SMITH, SONJI ADELE 2224VIOLETBLUFF CT RALEIGH NC 27610-3151 008424 00393 203 1732081530 SNIPES, PHYLLIS LEARY 5925 SANDPIPER FARM LN WENDELL NC 27591-9724 008527 00296 204 1732081510 CAGE, FRANCES 2228VIOLETBLUFF CT RALEIGH INC 27610-3151 008427 02014 205 1732080590 NORTON, SUSAN MAE 2230VIOLET BLUFF CT RALEIGH NC27610-3151 008466 01296 206 1732080489 NGUYEN, TIEN 110 CUPOLA CHASE WAY CARY INC 27519-5537 015298 01419 207 1732080469 HOOKER, GARY LSR HOOKER, LISA R PO BOX 19457 RALEIGH NC27619-9457 012902 00734 208 1732080419 RILEY, ELVIRAK 224OVIOLETBLUFF CT RALEIGH NC27610-3151 013241 00735 209 1722989498 ABRAHA, MUSSIE GHEMAI 2242 VIOLETBLUFF CT RALEIGH NC27610-3151 014903 01181 210 1722989478 REID, CYNTHIA 2244VIOLETBLUFF CT RALEIGH NC 27610-3151 012175 02450 211 1722989457 WILLIAMS, JOHN DANIEL 2246VIOLETBLUFF CT RALEIGH NC 27610-3151 008876 00623 212 1722989437 GARRETT, MICHAELA 2248VIOLE-F BLUFF CT RALEIGH INC 27610-3151 008728 00848 213 1732081472 WALNUT BLUFFS HOMEOWNERS ASSOC INC 121 DUNEDIN CT CARY NC 27511-6405 008189 00858 214 1732083660 LICONA, ELIN E 2305 MAYBROOK DR RALEIGH NC 27610-6550 015743 01382 215 1732082660 GRADIZ, REYNA 2309 MAYBROOK DR RALEIGH NC 27610-6550 008354 00317 216 1732082509 LEACH, BARBARA TAYLOR 2313 MAYBROOK DR RALEIGH NC 27610-6550 008323 01118 217 1732081548 COOPER, SANDRA R 2317 MAYBROOK DR RALEIGH NC 27610-6550 008300 02193 218 1732080588 JONES, DARRON TIMOTHY JONES, VALERIE Y 2321 MAYBROOK DR RALEIGH NC27610-6550 008292 00999 219 17320805181 MORGAN, CHRISTINA 2325 MAYBROOK DR RALEIGH NC27610-6550 011579 00046 220 1732082765 VALADEZ, DAVID VARGAS 2308 MAYBROOK DR RALEIGH NC 27610-6548 014014 01667 221 1732081775 MORALES, JOSE 2312 MAYBROOK DR RALEIGH NC 27610-6548 013049 01217 222 1732080784 JACOBS, THOMAS WJR 2320 MAYBROOK DR RALEIGH NC 27610-6548 008631 00246 223 1732080713 SAITO, HIDETO 11813 ELLICE ST MALIBU CA 90265-2227 015718 02152 224 1732081882 CUNNINGHAM, CARLOS E II 2131 WALNUT BLUFFS LN RALEIGH NC27610-6552 012548 01283 225 1732081894 WEBSTER, IRWIN 1293 SUSSEX RD TEANECK NJ 07666-2805 015617 00243 226 1732081896 NEWTON, LATORIALSHERRELL 2127 WALNUT BLUFFS LN RALEIGH NC 27610-6552 011235 00270 227 1732082808 WHITAKER, CHRISTOPHER L 2125 WALNUT BLUFFS LN RALEIGH NC 27610-6552 013061 01700 228 1732080851 PUTZ, HERBERT 6019 STRATTON PL RALEIGH NC27609-3637 009274 02427 229 1732080853 PUTZ, HERBERT 6019 STRATTON PL RALEIGH NC27609-3637 009274 02447 230 1732080854 NICHOLS, STACY M 2130 WALNUT BLUFFS LN RALEIGH NC 27610-6549 012689 01060 231 1732082918 WALNUT BLUFFS HOMEWON ERS 121 DUNEDIN CT CARY NC 27511-6405 010959 01769 232 1732090150 BROWN, WILLIAM J BROWN, ROBERT H 266 KELSO CT CARY INC 27511-6549 000167 OD -E- 233 1722985086 BROWN, ROBERT 5609 POOLE RD RALEIGH NC 27610-3124 2966 315 234 1722972480 BROWN, WILLIAM J JR 226 KELSO CT CARY NC 27511-6549 1 2966 313 235 17228860571 PEDCOR INVESTMENTS-2013-CXXXIX LP PO BOX 574 CARMEL IN 46082-0574 16208 1614 S0 v,MCBB4&Lr EED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 License: F-1222 wwwmckimcreed. com 236 1722879513 1 MAY13ROOK CROSSINGS HOMEOWNERS ASSOCIATION INC PO BOX 26268 RALEIGH NC 27611-6268 EPROD. 16177 1044 237 1722870413 PEDCOR INVESTMENTS-2013-CXXXIX LP PO BOX 574 CARMEL IN 46082-0574 LIRA NUMBER 16208 1614 238 1722788048 BROWN, WILLIAM J J R 226 KELSO CT CARY NC 27511-6549 VERTICAL: 011276 01121 239 1722785262 LONG, DAVIDJR LONG, NIKKI NATASHA 2819 ERINRIDGE RD RALEIGH INC 27610-6646 FINAL DESIGN 13729 1565 240 1722785212 REYES, GABRIEL AGUILAR AMEZQUITA, MARIA 2823 ERINRIDGE RD RALEIGH INC 27610-6646 15037 1089 241 1722784173 KPA, H-NUAT KSOR, HDRE 1856 MAYRIDGE W RALEIGH NC 27610-6800 15888 55 242 1722784123 BEST, CHRISTINA 1852 MAYRIDGE W RALEIGH NC 27610-6800 15699 1202 243 1722783165 BECTON, KATRINA 1848 MAYRIDGE LN RALEIGH NC 27610-6800 15695 2451 244 1722783129 SMITH, CHARLES JR SMITH, SHANIKA 1844 MAYRIDGE LN RALEIGH INC 27610-6800 15864 59 245 1722783226 STEWART, ERNEST STEWART, MARY A 1840 MAYRIDGE LN RALEIGH INC 27610-6800 14805 2063 246 1722783320 KOMTHONGPANE, JAY 1836 MAYRIDGE LN RALEIGH NC 27610-6800 13760 1708 247 1722783324 MAKEMA, NORDOF MASEKA, CLARISSE 1832 MAYRIDGE W RALEIGH NC 27610-6800 15695 2437 248 1722783319 ALEXANDER, SHAVONNA 1828 MAYRIDGE LN RALEIGH INC 27610-6800 16199 620 249 1722783541 DOUGLAS, DEBORAH 7268 GREAT LAUREL DR RALEIGH NC 27616-3330 12059 1012 250 1722780311 MYRICK CONSTRUCTIO CO OF RAL I NC 2401 HODGE RD KN IGHTDALE N C 27545-9387 10818 1761 251 1722780727 CITY OF RALEIGH 222 W HARGETTST RALEIGH NC 27601-1316 15921 2443 252 1722684975 CITY OF RALEIGH 222 W HARGETT ST RALEIGH NC 27601-1316 15921 2443 253 1722681468 RALEIGH CITY OF PO BOX 590 RALEIGH NC 27602-0590 4804 218 254 1723609076 LOCKHART, ISRAEL 59 FAYSTON ST DORCHESTER MA 02121-1905 000931 00603 255 1723605680 WILSON,ANNIE 1616 BETHEL RD RALEIGH INC 27610-4410 001091 00013 256 1723508890 EVERGREEN CONSTRUCTION CO 7706 SIX FORKS RD RALEIGH INC 27615-5067 012497 00214 257 1723508843 EVERGREEN CONSTRUCTION CO 7706 SIX FORKS RD STE 202 RALEIGH NC 27615-5067 012343 02273 258 1723508931 EVERGREEN CONSTRUCTION CO 7706 SIX FORKS RD STE 202 RALEIGH NC 27615-5067 012343 02273 259 1723507787 HABITAT FOR HUMANITY DOWLING RIDGE HOMEOWNERS ASSN 2420 N RALEIGH BLVD RALEIGH INC 27604-2235 011948 02063 260 1723515389 NORTH CAROLINA STATE OF STATE PROPERTY OFFICE 116 W10NES ST RALEIGH NC 27603-1300 002312 00029 261 1723514518 RALEIGH CITY OF PO BOX 590 RALEIGH NC 27602-0590 008432 00215 262 1723414973 RALEIGH CITY OF PO BOX 590 RALEIGH NC 27602-0590 003515 00709 263 1722872099 BROWN, WILLIAM J J R 226 KELSO CT CARY NC 27511-6549 13856 2383 264 1722789099 PEDCOR INVESTMENTS ONE PEOCOR SQUARE 7703RD AVE SW 15928 1028 265 1722774760 PEDCOR INVESTMENTS ONE PEDCOR SQUARE 7703RD AVE SW 15928 1028 �{ OF RA(Fi 4 c2 2o�Ty,....CARo =Q CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS PARCEL IDENTIFICATION SCHEDULE SHEET 2 OF 2 UII Ur m - nUKIGLU rUR CONSTRUCTION ALL CONSTRUCTION MUST BE IN ACCORDANCE NTH ALL LOCAL, STATE, AND FEDERAL RULES AND REGULATIONS. TRANSPORTATION FIELD SERVICES PUBLIC UTILITIES PLANNING/ZONING URBAN FORESTRY CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PERMIT # M°c nl��n+un,aea DATE: JANUARY 2016 SCALE EPROD. # 0592-0046 GV DRAWN EJB HORIZONTAL: LIRA NUMBER DESIGNED SHK, BRL NA G6 CHECKED CLW, JSL VERTICAL: PROJ. MGR. BRL NA STATS FINAL DESIGN NOT FOR CONSTRUCTION WILMINGTON DISTRICT } Rr s eSe AW Y CORPS OF ENGINEERS .. Action Id. 2013-01612 County: Wake U.S.G.S. Quad:.NC-Raleigh East GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: City of Raleigh Edward Stempien Address: One Exchange Plaza Raleigh, NC, 27601 Telephone Number: 919-9964540 E-mail: Edward.stempien(a,&raleighnc.gov Size (acres) +-35 Nearest Town Raleigh Nearest Waterway Walnut Creek River Basin Neuse USGS HUC 03020201 Coordinates Latitude: 35.75273 Longitude: -78.54364 Location description: The Project is located within an existing sewer easement, adjacent to the north side of Walnut Creek between Barwell road and the east side of Sunnybrook Road, Raleigh, Wake County, North Carolina. Description of projects area and activity: This verification authorizes impacts to 432 linear feet of stream channel, at 9 locations, and 0.01 acre of wetlands to construct approximately 17,000 linear feet of new 664nch and 72 -inch sanity sewer interceptor. The new line will generally parallel the existing interceptor. This verification is for phase I, the Lower Walnut Creek interceptor project. All impacts are temporary. Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344) ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: Nationwide/General Permit Number: Nationwide Permit 12. Utility Line Activities SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed Conditions, your application signed and dated 11/29/2016, and the enclosed plans ST 1-10 dated 5/2015. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action. This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revolted, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Cert ification. You should contact the NC Division of Water Resources (telephone 919-807-6300) to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at (252) 808-2808. This Department of the Army verification does not relieve the permitt ee of the responsibility to obtain any other required Federal, State or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact Tasha ZQJg ext. 35 or tasha.l.alexander(a�usace.army.mil. Corps Regulatory Offi cial: ' Date: 1/11/2017 Expiration Date of Verifica ion: 017 2013-01612 The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at http://corpsmapu.usace.army.mil/cm_apex/f'?p=13 6:4:0 Copy furnished: Agent: Address: Telephone Number E-mail: FroehlinIn &Robertson, Inc. Has Ruhl 310 Hubert Street Raleigh, NC, 27603 919-828-3441 eruhlAfandr.com Action ID Number: 2013-01612 County: Wake Permittee: City of Raleigh, Edward Stempien Project Name: Lower Walnut Creek Interceptor Date Verification Issued: 1/11/2017 Project Manager: Tasha Alexander Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address. US ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Attn: Tasha Alexander Raleigh Regulatory Office U.S Army Corps of Engineers 3331 Heirtage Tade Drive, Suite 105 Wake Forest, North Carolina 27587 Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of Engineers representative. Failure to comply with any terms or conditions of this authorization may result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or initiating other appropriate legal action. I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and condition of the said permit, and required mitigation was completed in accordance with the permit conditions. Signature of Permittee Date Water Resources ENVIRONMENTAL QUALITY December 8, 2016 Public Utilities Dept. Attn: Edward Stempien One Exchange Plaza Raleigh, NC 27601 PAT MCCRORY covemor DONALD R. VAN DER VAART Secretary S. JAY ZIMMERMAN Director DWR #14-0325 v2 Wake County Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS AUTHORIZATION CERTIFICATE PER THE NEUSE RIVER BASIN RIPARIAN BUFFER PROTECTION RULES (15A NCAC 02B .0233) WITH ADDITIONAL CONDITIONS Lower Walnut Creek Interceptor Dear Mr. Stempien: You have our approval for the impacts listed below for the purpose described in your application dated November 18, 2016 and received by the Division of Water Resources (Division) on November 21, 2016. These impacts are covered by the attached Water Quality General Certification Number 3884 and the conditions listed below. This certification is associated with the use of Nationwide Permit Number 12 once it is issued to you by the U.S. Army Corps of Engineers.. Please note that you should get any other federal, state or local permits before proceeding with your project, including those required by (but not limited to) Sediment and Erosion Control, Non -Discharge, and Water Supply Watershed regulations. This approval requires you to follow the conditions listed in the enclosed certification and the following additional conditions: 1. The following impacts are hereby approved provided that all of the other specific and general conditions of the Certification and Buffer Rules are met. No other impacts are approved, including incidental impacts. (15A NCAC 02B .0506(b)(c) and 15A NCAC 02B .0233(8)) Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section http://portal.ncdenr.org/web/wq/aps 1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: (919) 791-4200 Location: 3800 Barrett Drive, Raleigh, NC 27609 Fax: (919) 788-7159 Lower Walnut Creek Interceptor DWR #14-0325 Q 401 AND BUFFER APPROVAL Page 2 of 4 Type of Impact Amount Approved (units) Permanent Amount Approved (units) Temporary Wetland 0 (acres) 0.01 (acres) Total Impacts Stream 0 (linear feet) 432 (linear feet) Total Impacts Buffers — Zone 1 156.25 (square feet) 8,101.54 (square feet) Total Impacts Buffers—Zone 2 45.04 (square feet) 4,759.75 (square feet) Total Impacts 2. No Waste, Spoil, Solids, or Fill of Any Kind No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Pre -Construction Notification. All construction activities, including the design, installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be performed so that no violations of state water quality standards, statutes, or rules occur. [15A NCAC 02H .0501 and .0502] 3. Protective Fencine The outside buffer, wetland or water boundary and along the construction corridor within these boundaries approved under this authorization shall be clearly marked with orange warning fencing (or similar high visibility material) for the areas that have been approved to infringe within the buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15 NCAC 02H.0500. [15A NCAC 02H.0506 (b)(2) and (c)(2) and 15A NCAC 02H .0507 (c)] 4. This approval is for the purpose and design described in your application. The plans and specifications for this project are incorporated by reference as part of the Certification and Buffer Authorization. If you change your project, you must notify the Division and you may be required to submit a new application package with the appropriate fee. If the property is sold, the new owner must be given a copy of this approval letter and General Certification and is responsible for complying with all conditions. [15A NCAC 02B .0507(d)(2)] 5. This approval and its conditions are final and binding unless contested. [G.S. 143-215.5] This Certification and Buffer Authorization can be contested as provided in Articles 3 and 4 of General Statute 1508 by filing a written petition for an administrative hearing to the Office of Administrative Hearings (hereby known as OAH). A petition form may be obtained from the Lower Walnut Creek Interceptor DWR #14-0325 v2 401 AND BUFFER APPROVAL Page 3 of 4 OAH at http://www.ncoah.com/ or by calling the OAH Clerk's Office at (919) 431-3000 for information. Within thirty (30) calendar days of receipt of this notice, a petition must be filed with the OAH. A petition is considered filed when the original and one (1) copy along with any applicable OAH filing fee is received in the OAH during normal office hours (Monday through Friday between 8:00am and 5:00pm, excluding official state holidays). The petition may be faxed to the OAH at (919) 431-3100, provided the original and one copy of the petition along with any applicable OAH filing fee is received by the OAH within five (5) business days following the faxed transmission. Mailing address for the OAH: If sending by First Class Mail via the US Postal Service: Office of Administrative Hearings 6714 Mail Service Center Raleigh, NC 27699-6714 If sending via delivery service (e. g. UPS, FedEx): Office of Administrative Hearings 1711 New Hope Church Road Raleigh, NC 27609-6285 One (1) copy of the petition must also be served to DENR: Sam Hayes, General Counsel Department of Environment and Natural Resources 1601 Mail Service Center Raleigh, NC 27699-1601 Please send one (1) copy of the petition to DWR: If sending by First Class Mail via the US Postal Service: Karen Higgins NC DENR-DWR —401 &Buffer Permitting Unit 1617 Mail Service Center Raleigh, NC 27699-1617 If sending via delivery service (e.g. UPS, FedEx): Karen Higgins NC DENR-DWR —401 &Buffer Permitting Unit 512 N. Salisbury Street Raleigh, NC 27604 Lower Walnut Creek Interceptor DWR #14-0325 v2 401 AND BUFFER APPROVAL Page 4 of 4 This letter completes the review of the Division under section 401 of the Clean Water Act and the Neuse Riparian Buffer Rules as described in 15A NCAC 02B .0233. Please contact Cherri Smith at 919-791-4251 or if you have any questions or concerns. Si cerel , Danny SmitZat'e/rQuality Supervisor, Regional Operations Section Enclosure: GC 3884 cc: U.S. Army Corps of Engineers; Raleigh Regulatory Field Office; 3331 Heritage Trade Dr., Ste. 105; Wake Forest, NC 27597 Elias Ruhl; Froehling & Robertson, Inc.; 310 Hubert St.; Raleigh, NC 27603 DWR RRO401/Riparian Buffer file DWR 401 & Buffer Permitting Unit NCDENR North Carolina Department of Environment and Natural Resources Pat McCrory Governor CERTIFIED MAIL RECEIPT 7013 3020 0000 7632 0727 Christopher J. Burkhardt Freehling & Robertson, Inc. 310 Hubert Street Raleigh, NC 27603-2302 John E. Skvarla, III Secretary April 15, 2014 f�3� DWR Project # 20144P62 - Wake County Subject Property: Proposed Lower Walnut Creek Interceptor Project UTs to Walnut Creek On -Site Determination for Applicability to the Neuse River Riparian Area Protection Rules (15A NCAC 2B 0233) Dear Mr. Burkhardt: On April 10, 2014, at your request, Eric Kulz of the Division of Water Resources (DWR) conducted an on- site determination to review two features located within the project study area for applicability to the Neuse Buffer Rules (15A NCAC 2B .0233). The features are labeled as "B (1,0001) and E (4,0001)" on the attached maps initialed by Mr. Kutz on April 15, 2014. DWR Staff from the Raleigh Regional Office had previously conducted an on-site determination of this feature. In your letter to the Director dated March 28, 2014, you requested an appeal of their determination as provided within 15A NCAC 02B .0233 (3) (a). Mr. Kulz conducted an appeal of the original DWR determinations as stated above. During his review, Mr. Kulz evaluated stream B (1,000I) using the DWR Stream Classification Form. Mr. Kulz evaluated the portion of the feature located north of and upstream of the sanitary sewer easement. Feature B (1,000I) was evaluated to have a score of 18 on the DWR form, when scoring for base flow (it had rained the previous night). The form states that if the score is "greater than or equal to 19 points the stream is at least intermittent". The form is attached to this letter. The DWR has determined that the feature labeled as `B (1,0001)" on the attached maps is at least an "intermittent" stream and is subject to the Neuse Buffer Rule beginning at the start of the channel south and downstream of the sanitary sewer easement. This feature is not subject to the north and upstream of the easement. The channel is not present within the cleared easement. 401 and Buffer Permitting Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 Phone: 919-807-6300 \ FAX: 919-807-6494 Internet: www.ncwaterquality.org An Equal Oppodunity 1 Aflir! alive Action Employer—Made In part by recycled paper f VIr. Burkhardt Wake County Page 2 of 3 Mr. Ku then reviewed stream E (4,OOOi11 The feature shown on the maps on the west (upstream) side of Teabrook Drive is not present as a surface water feature, and appeared to have been piped when the subdivision was constructed. A very shallow ephemeral, grassed swale empties into a drop inlet on the west side of Teabrook Court. This feature emerges as a perennial stream from a culvert on the east side of Teabrook Court. The DWR has determined that the feature labeled as "E (4,OOOI)" on the attached maps is at least an 'intermittent" stream and is subject to the Neuse Buffer Rule beginning at the culvert outlet on the east, downstream side of Teabrook Court. There is no surface water feature immediately to the west and upstream of Teabrook Court. This determination shall replace the determination originally performed by the Raleigh Regional- -- Office and shall expire five years from the date of this letter. You can contest the Director's decision as provided in Articles 3 and 4 of G.S. 150B. Tocontestthe Director's decision you must file a petition for an administrative hearing. You may obtain thepetitionform_ from the office of Administrative hearings. You must file the petition with the office of Administrative Hearings within sixty (60) days of receipt of this notice. A petition is considered filed when it is received in the office of Administrative Hearings during normal office hours. The Office of Administrative Hearings accepts filings Monday through Friday between the hours of 8:OOam and 5:OOpm, except for official state holidays. The original and one (1) copy of the petition must be filed with the Office of Administrative Hearings. The petition may be faxed -provided the original and one copy of the document is received by the Office of Administrative Hearings within five (5) business days following the faxed transmission. The mailing address for the Office of Administrative Hearings is Mailing address for the OAH: If sending via US. Postal Service: If sending via delivery service (UPS, FedEx, etc.) Office of Administrative Hearings Office of Administrative Hearings 6714 Mail Service Center 1711 New Hope Church Road Raleigh, NC 27699-6714 Raleigh, NC 27609-6285 One (1) copy of the petition must also be served to DENR: Lacy Presnell, General Counsel Department of Environment and Natural Resources 1601 Mail Service Center Raleigh, NC 27699-1601 Mr. Burkhardt Wake County Page 3 of 3 This letter only addresses the applicability to the buffer rules and does not approve any activity within the buffers. Nor does this letter approve any activity within Waters of the United States or Waters of this State. If you have any additional questions or require additional information please call Jennifer Burdette at (919)807-6364. This determination is subject to review as provided in Articles 3 & 4 of G.S. 150B. Sincerely, e Karen Higgins, SUPC rvi 401 & Buffer Permitting Unit KAH/ewk Enclosures: Site Maps, Stream ID Form, Previous Determination Letter cc: DWQ RRO 401 files 401 & Buffer Permitting Unit files Filename: t40325_Proposed Walnut Creek interceptor _Stream_Det_Appeal.dorx 1�1-I p7w 71 lvfo V - _ LLLLLLLLLLL •' S lvfo V - _ lvfo LLLLLLLLLLL nEi v E o eon o o � � o E n m E o m a } E�' yoe o�=xm o o � � SINCE FROEHLING & ROBERTS❑N, INC. Engineering Stability Since 1881 310 Hubert Street Raleigh, North Carolina 27603-2302 T 919,828,34411 F 919.828.5751 em NC License #F-0266 1881 March 28, 2014 The Director c/o Karen Higgins Division of Water Resources 401 & Buffer Permitting Unit 1650 Mail Service Center Raleigh; NC -27699-1650 Re: Surface Water Determination Appeal Proposed Lower Walnut Creek Interceptor Raleigh, Wake County, North Carolina NBRRO NO, 13-165 F&R Project No. 66P-0127 Property Description predominantly west of the Neuse River. Running between a point west of Barwell Road west to Walnut Creek Softball Complex in Raleigh, Wake County, NC. Ms. Higgins: Froehling & Robertson; Inc., (F&R) received the attached Surface Water Determination Letter Dated July 25th, 2013 that summarized the Stream Determinations made on the above project. The project consists of installing a parallel sewer line within an existing maintained sewer easement. Two of the streams (( B (1,0001) and E (4,0001)) were listed as being present throughout the site. However, upon further investigation new information has come to bear that indicates these streams are not actually present across the entire project site. During the initial determination it was thought that a culvert located near stream 1,000 at the southern edge of the easement ran under the existing sewer line and was connected to the ephemeral channel north of the easement. The origin point was determined to.be on the north side of the easement where it was thought the intake for the culvert was located and presumably to protect aquatic life passage. It has now been determined that the culvert is not oriented in the direction of ephemeral channel but is several degrees off to the east. The northern end of the culvert was not able to be located and it is presumed to be buried under the soil east of the ephemeral channel. Therefore there is no aquatic life passage connecting stream 1,000 south of Corporate HQ: 3015 Dumbart on Road Richmond, Virginia 23228 7804.264.2701 F 804.264.1202 www,fandr.com VIRGINIA •NORTH CAROLINA •SOUTH CAROLINA •MARYLAND • DISTRICT OF COLUMBIA A Minority -Owned Business Size (acres): 16,000 linear feet Nearest Town: Raleigh, NC Nearest Waterway:,, Walnut Creek_ River Basin: Neuse USGS HUC: 03020201 -- Coordinates: Lat35:75273/Long-78.54364 Location: Alone existing sewer easement, south of Poole Road and predominantly west of the Neuse River. Running between a point west of Barwell Road west to Walnut Creek Softball Complex in Raleigh, Wake County, NC. Ms. Higgins: Froehling & Robertson; Inc., (F&R) received the attached Surface Water Determination Letter Dated July 25th, 2013 that summarized the Stream Determinations made on the above project. The project consists of installing a parallel sewer line within an existing maintained sewer easement. Two of the streams (( B (1,0001) and E (4,0001)) were listed as being present throughout the site. However, upon further investigation new information has come to bear that indicates these streams are not actually present across the entire project site. During the initial determination it was thought that a culvert located near stream 1,000 at the southern edge of the easement ran under the existing sewer line and was connected to the ephemeral channel north of the easement. The origin point was determined to.be on the north side of the easement where it was thought the intake for the culvert was located and presumably to protect aquatic life passage. It has now been determined that the culvert is not oriented in the direction of ephemeral channel but is several degrees off to the east. The northern end of the culvert was not able to be located and it is presumed to be buried under the soil east of the ephemeral channel. Therefore there is no aquatic life passage connecting stream 1,000 south of Corporate HQ: 3015 Dumbart on Road Richmond, Virginia 23228 7804.264.2701 F 804.264.1202 www,fandr.com VIRGINIA •NORTH CAROLINA •SOUTH CAROLINA •MARYLAND • DISTRICT OF COLUMBIA A Minority -Owned Business the easement to the ephemeral channel north of the easement. The USAGE has determined that the stream becomes important at the southern edge of the easement. We believe that since there is no ordinary high water mark through the easement and no culvert connection under the easement that the stream origin point should be located at the southern edge of the easement. There is a culvert under the road at stream 4,000; however, the culvert is.connected to a storrnwater drop inlet. It is presumed that the stream origin point was placed on the inlet end of the culvert to protect aquatic life passage;.however, there is no passage available since this ,is,a stormwater drop inlet. The USACE has determined that the stream becomes important at, the outlet end of the culvert and we agree. Due to the new information received concerning these two streams not having.an upstream connection on the intake side of their culverts and since there are in an existing easement with no new buffer impacts we would like to appeal their stream origin points. I have attached the Surface Water Determination Letter as well as maps of the stream locations. Please let me know what the next step is and what additional information or supporting documentation you would like, Thank you for your time. Christopher Burkhardt Senior environmental Professional Lower Walnut Creek Interceptor F&R Project No. P66-0127 Surface Water Determination Appeal 2 March 28, 2014 NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Pat INcCroy Thomas A. Reeder Governor Acting Director July 259 2013 Chris Burkhazdt FROEHLING & ROBERTSON, INC. 310 Hubert Street Raleigh, NC 27603 John E. Skvarla, III Secretary Subject: Surface Water Determination Letter NBRRO# 13=165 Wake County Determmahon Type Buffer Call - IsolatedorElPCall Z Neuse (15A NCAC 2B 0233) -.Start@ Stop@ ❑ Ephemeral/Intermittent/Perennial Determination ❑ Tar -Pamlico (15A NCAC 2B 0259) A E ❑ Isolated Wetland Determination ❑ Jordan (15A NCAC 2B 0267) throughout Project Name Lower Walnut Creek Sewer Interceptor — CiTy of Raleigh Location/Directions: Proposed sewer line within existing 100' sewer easement running fr om the Walnut Crzek Softball Complex east to a point west of Barwell Road (approximately 3 miles). F&R's assessment included 50' beyond each side of easement. Subject Stream: Walnut Creek Determination Date: July 25, 2013 'Staff: Cheng Zhang, Tom Ascenzo Feature E/I/P* Not Subject Carolina Natural Subject -.Start@ Stop@ Soil Surve USGS To 0 A E X throughout X B (1,OOOI) I X throughout X C (25OOOE) E X throughout X D(35OOOP) P X throughout X X E(4,OOOI) I X throughout X X F(S,OOOP) P X throughout X G(6,OOOE) 1 X DWQ flag (Int. start) X H(77OOOP) P X throughout L X X o !!y North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone (919) 791-4200 Customer Service In(emel www ncwaterquality org 1628 Mad Service Center Raleigh, NC 27699-1628 FAX (919) 571-4718 1-877-623-6748 An Equal OpportumtylAKrmahve Action Employer— 5G% Recycled/10% Post Consumer Paper Lower Walnut Creek Sewer Interceptor City of Raleigh Wake County July 25, 2013 Page 2 of 2 Feature E/t/P* Not Subject Subject - Start@ Stop@ Soil SurveyTo USGS 0 1(89000() 1 X throu hour X J(930001) 1 X DWQ flag (Int. start) X K E X throughout X L E X throughout X M(I%000p) P X throughout X X N(I15000P) P X throughout X X 'b/I/P =Ephemera!/lntermntent/Perennrtr! Explanation: The feature(s) listed above has or have been located on the Soil Survey of Wake County, North - Carolina or the most recent copy ofthe USGS Topographic map at a 1:24,000 scale. Each feature that is checked "Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked "Subject" have been located on the propery and possess characteristics that qualify it to be a stream. There may be other streams located on your property that do not show up on the maps referenced above but, still may be considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Quality. This on-site determination shall expire five (5) yearsfromthe date of this letter. Landowners or affected parties that dispute a determination made by the DWQ or Delegated Local Authority may request a determination by the Director. An appeal request must be made within sixty (60) days of date of this letter or from the date the affected party (including downstream and/or adjacent owners) is notified of this letter. A request for a determination by the Director shall be referred to the Director in writing c/o (Caren Higgins, DWQ WeBSCaPe Unit, 1650 Mail Service - Center, Raleigh, NC 27699. This determination The owner is final and binding unless, as detailed above, you ask for a hearing or appeal within sixty (60) days. /future owners should notify the Division of Water Quality (including any other Local, State, and Federal Agencies) of this decision -concerning any future correspondences regarding the subject property (stated above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be directed to the Division of Water Quality (Central Office) at (919)-807-6300, and the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)-5544884. 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Reeder Acting Director John E. Skvarla, III Secretary DWQ Use Only: Project # Stream Origin/Buffer Applicability Determination Required Information 1. Owner Information (corporation/individual who is legally responsible for the property and its compliance) 1 a. Name(s) on Recorded Deed City of Raleigh 1 b. Responsible Party (for LLC) Ed Stempien 1c. Mailing Address P.O. Box 590 1d. Telephone Number 919-996-3490 le. Email Address Edward. Stempien@raleighnc.gov 2. Location of Project Site - please include the county, nearest named town and highway number: Wake County, Raleigh, 1440/Poole Road 3. Has anyone from DWQ visited the site? Y / N Staff Name I Unknown Date of Visit? Unknown Additional Requested Information 4. Agent/Consultant Information (if applicable) 4a. Name, Company Froehling & Robertson 4b. Mailing address 310 Hubert Street 4c. Telephone no. 919-828-3441 4d. Email address cburkhardt@fandr.com 5. Project and Site Information 5a. Name of project Lower Walnut Creek 5b. County Wake 5c. Nearest Named Stream Walnut Creek 5d. River Basin Neuse 5e. Provide a brief description of this project (attach site plan if available): Proposed sewer line within existing 100' sewer easement running from the Walnut Creek Softball Complex east to a point west of Barwell Road (Approximately 3 miles). F&R's assessment included 50' beyond each side of easement. Please attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Survey. If you are unable to locate either of these maps, please contact the Regional Office for assistance. DWQ Use Only: Is this stream call for the purpose of: buffer mitigation nutrient offset credit Please return form to: Tom Ascenzo 1628 Mail Service Center Note: Submittals on Friday after 12:00 pm will be Raleigh, NC 27699-1628 stamped as received on the next business Fax: (919) 571-4718 day. 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Wa bti Wn\ / bry ApB2 , B � �`R-� Wo Apo Lob ApC ��` APS �O I Wo _ ii WkE • vkC OA I BOO O�i� Lac P..� ��ati. nac �- �- `�atn 1 �T A " +" wkc" "00 000 'lp0 F'b�j ap6 ��' W' _O Aa W. ,000. o �00 Lac :.\ Lac \ LaL On v AfA .LoC OO ' �� OA Le WkC 1 AP6 NRCS SOILS MAP North '► �" I App DUB_ / SINCE Client: McKim and Creed PA " p FRO EH LING Sc ROBERTSON, INC. Proposed Lower Walnut Creek Interceptor ENGINEERING* ENVIRONMENTAL* GEOTECHNICAL Project:Project Site (approximate) FQ 310 Hubert Street Location: Raleigh, Wake County, North Carolina V� Raleigh, North Carolina 27603-23021 USA F&R Project No: 66P-0127 Unnamed Tributaries 88, o T 919.828.34411 F 919.828.5751 Source: Wake County NRCS Soil Survey Date: May 2013 Not to Scale Fi ure 6 Walnut Creek A IF 1 :n • i dip�- jr hAir y %lL l �P �I' - ti all i Fe NWI MAP North Client: McKim and Creed PA r�� FROEHLING Sc ROBERTSON INC. ENGINEERING* ENVIRONMENTAL• GEOTECHNICAL Project: Pro osed Lower Walnut Creek Interce for ^ 310 Hubert Street Location: Ralei h Wake Count North Carolina 1'n1 c ^ F&R Proiect No: GGo_01 17 ~ , From: Shaeffer, David L SAW To: Christopher Burkhardt Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED) Date: Monday, July 22, 2013 9:32:32 AM Classification: UNCLASSIFIED Caveats: NONE Chris, This e-mail is to confirm that I conducted an onsite review of your delineation of waters of the U.S. for the project site referenced below on July 18, 2013. I concur with the flagging and your delineation report dated June 5, 2013. Please retain this e-mail for your records. I will issue a jurisdictional determination when you submit the final JD map and/or PCN. Sincerely, David L. Shaeffer, Geographer U.S. Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 Phone: 919-554-4884 ext. 31 Fax: 919-562-0421 -----Original Message ----- From: Christopher Burkhardt [mailto:CBurkhardt(cbFandR.com] Sent: Thursday, July 18, 2013 2:26 PM To: Shaeffer, David L SAW Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED) David, Thank you for meeting me in the field this morning to confirm jurisdiction of the 4 wetlands identified on the lower Walnut Creek Interceptor project site. Please confirm via email that the USACE will claim jurisdiction of the 4 on-site wetlands. F&R will contact you soon for either a letter of no impact or for a formal JD and Permit. Thanks again. Christopher J. Burkhardt Senior Environmental Professional Environmental Department Manager FROEHLING & ROBERTSON, INC. 310 Hubert Street, Raleigh, NC 27603 1 USA T 919.828.3441 1 F 919.828.5751 1 M 919.630.1369 www.FandR.com Join us on Facebook! -----Original Message ----- From: Shaeffer, David L SAW [mai Ito:David. L.Shaeffer(a)usace.army.miI] Sent: Tuesday, July 16, 2013 8:54 AM To: Christopher Burkhardt Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED) Classification: UNCLASSIFIED Caveats: NONE Chris, We should be good. At minimum we can spot check. Sincerely, David L. Shaeffer, Geographer U.S. Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 Phone: 919-554-4884 ext. 31 Fax: 919-562-0421 -----Original Message ----- From: Christopher Burkhardt [mailto:CBurkhardt@)FandR.com] Sent: Wednesday, July 10, 2013 10:35 AM To: Shaeffer, David L SAW Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED) David, We can definitely see the wetlands in that time frame but I don't think we will be able to see every stream. We can see how may streams you want to look at when we get done with the wetlands and decide if you need more time then, if your OK with that. I will be available all day. -----Original Message ----- From: Shaeffer, David L SAW [mai Ito: David. L.Shaeffer(busace.army.mil] Sent: Tuesday, July 09, 2013 8:11 AM To: Christopher Burkhardt Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED) Classification: UNCLASSIFIED Caveats: NONE Hi Chris, How long will this site visit take? How does 7am on July 18th sound? I have another site visit at 8917 Oxbridge Lane in Raleigh at 9am so I will need to make sure I can be there in time. Sincerely, David L. Shaeffer, Geographer U.S. Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 Phone: 919-554-4884 ext. 31 Fax: 919-562-0421 -----Original Message ----- From: Christopher Burkhardt [mailto:CBurkhardt(a)FandR.com] Sent: Monday, July 01, 2013 11:52 AM To: Shaeffer, David L SAW Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED) David, Attached is the signed agent authorization letter and the actual easement. There is no language on the easement that limits access. Please let me know when you are available for the site visit. �if1i1!� -----Original Message ----- From: Shaeffer, David L SAW [mai Ito: David. L.Shaeffer(a)usace.army.miI] Sent: Wednesday, June 26, 2013 1:16 PM To: Christopher Burkhardt Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED) Classification: UNCLASSIFIED Caveats: NONE Yes, please do have the city sign the agent authorization. David L. Shaeffer, Geographer U.S. Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 Phone: 919-554-4884 ext. 31 Fax: 919-562-0421 -----Original Message ----- From: Christopher Burkhardt [mailto:CBurkhardt(abFandR.com] Sent: Wednesday, June 26, 2013 12:03 PM To: Shaeffer, David L SAW Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED) OK I think we should be good with the easement once we review it. If the easement language is OK do you still want the City to send the AA letter? Thanks for your help with this. -----Original Message ----- From: Shaeffer, David L SAW [mailto:David. L.Shaeffer(a)usace.army.mil] Sent: Wednesday, June 26, 2013 11:59 AM To: Christopher Burkhardt Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED) Classification: UNCLASSIFIED Caveats: NONE The more vague the easement the better. Our attorney feels we are probably safe against trespass claims as long as the City is asking us on the easement to conduct business related to the language of the easement. The concern is if it explicitly prohibits other parties from entering the easement. I agree it is a difficult issues but one we have to deal with nonetheless. David L. Shaeffer, Geographer U.S. Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 Phone: 919-554-4884 ext. 31 Fax: 919-562-0421 -----Original Message ----- From: Christopher Burkhardt [mailto:CBurkhardt61FandR.com] Sent: Wednesday, June 26, 2013 11:47 AM To: Shaeffer, David L SAW Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED) OK thank you for the clarification that is what I needed. We are looking into the easement but it might be a few days and we are concerned the easement may not specify that anyone other than the city can access the easement. So does the easement have to state other parties designed by the City are allowed or is the absence of a statement precluding other parties OK? The easement will definitely state the City is allowed to maintain the structure. Given the City rarely receive signatures and the overwhelming majority of owners give permission by default, I don't think it would be possible to actually get a signature from all of the land owners over a 3 mile corridor, with renters, absentee owners with no forwarding address and not to mention those that just won't give permission to a governing body. Not sure how we can address this if the easement language is not acceptable. -----Original Message ----- From: Shaeffer, David L SAW [mailto:David. L.Shaeffer(a)usace.army.mil] Sent: Wednesday, June 26, 2013 11:32 AM To: Christopher Burkhardt Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED) Classification: UNCLASSIFIED Caveats: NONE Hi Chris, Our attorney has read the letter and does not agree that we are the city's agent. We are a regulatory agency. It would need to say federal regulatory agencies and/or the Corps. You would also need these to be signed by the property owners. They cannot give permission by default because they did not respond to the letter. What about the easement? That might be a better route. David L. Shaeffer, Geographer U.S. Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 Phone: 919-554-4884 ext. 31 Fax: 919-562-0421 -----Original Message ----- From: Christopher Burkhardt [mailto:CBurkhardt(a)FandR.com] Sent: Wednesday, June 26, 2013 11:26 AM To: Shaeffer, David L SAW Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED) David what would the letter need to say to cover federal employees? We were hoping since it mentions the City, M&C and "their agents" that federal employees would be considered the City's agents, particularly in conjunction with the city's AA letter. -----Original Message ----- From: Shaeffer, David L SAW [mailto:David. L.Shaeffer(cbusace.army.mil] Sent: Wednesday, June 26, 2013 10:38 AM To: Christopher Burkhardt Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED) Classification: UNCLASSIFIED Caveats: NONE Hi Chris, If you will recall our discussion on this topic during the presentation I gave to the City of Raleigh. I checked with our attorney after the meeting and this letter and the NC General Statute does not cover federal employees so that is not useful. What does the easement say? I might feel comfortable with walking on a City of Raleigh easement without the property owner's permission so long as the easement is not so specific that it precludes other parties from inspecting the easement. I assume the easement has some language that allows the City of Raleigh to maintain the structure within the easement. This might be standard language on their easements and would be good to have for future projects. Let me know what you can find out. If any case, let me know when you are ready for a site visit and we will get you scheduled. Sincerely, David L. Shaeffer, Geographer U.S. Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 Phone: 919-554-4884 ext. 31 Fax: 919-562-0421 -----Original Message ----- From: Christopher Burkhardt [mailto:CBurkhardt(aFandR.com] Sent: Wednesday, June 26, 2013 10:23 AM To: Shaeffer, David L SAW Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED) The City owns the existing sewerline and has an existing easement. McKim and Creed sent a letter to the individual property owners on the behalf of the City requesting permission under the NC General Statutes to access all of their land (not just the easement) to gather information for the project. The letter further stated that they did not hear back after 30 days they would move forward with gathering the data on the property. The 30 days has passed without objection. M&C should have the preliminary boundary to me by the end of next week. I will send the AA letter and survey as soon as I get it. -----Original Message ----- From: Shaeffer, David L SAW [mai Ito: David. L.Shaeffer(a)usace.army.miI] Sent: Wednesday, June 26, 2013 10:03 AM To: Christopher Burkhardt Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED) Classification: UNCLASSIFIED Caveats: NONE Okay. Does the City of Raleigh actually own all of the property? David L. Shaeffer, Geographer U.S. Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 Phone: 919-554-4884 ext. 31 Fax: 919-562-0421 -----Original Message ----- From: Christopher Burkhardt [mailto:CBurkhardt(�i)FandR.com] Sent: Wednesday, June 26, 2013 10:02 AM To: Shaeffer, David L SAW Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED) The City is signing off on the Agent Authorization Letter and I will forward to you as soon as I get it. I do not have a map of the boundary just the general location, I will see if the surveys have picked up the flags yet and send that to you if they have. If it helps you the wetlands were previously delineated (>5yrs ago) by Kimly-horn, I I don't have the action ID though just Cad data of the line. I will let you know if I can send a survey. Thank you -----Original Message ----- From: Shaeffer, David L SAW [mai Ito: David. L.Shaeffer(@usace.army.miI] Sent: Wednesday, June 26, 2013 9:51 AM To: Christopher Burkhardt Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED) Classification: UNCLASSIFIED Caveats: NONE Hi Chris, I apologize for the delay in responding to this site visit request. I have a backlog of JD requests. I assume you don't have property owner authorizations that will allow me to access these properties to check the flagging. Do you have a preliminary map of the delineated boundaries? Sincerely, David L. Shaeffer, Geographer U.S. Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 Phone: 919-554-4884 ext. 31 Fax: 919-562-0421 -----Original Message ----- From: Christopher Burkhardt [mailto:CBurkhardt(a)FandR.com] Sent: Monday, June 10, 2013 5:21 PM To: Shaeffer, David L SAW; martin.richmond@ncdenr.gov Subject: Request for JD and Buffer Site Visit - Lower Walnut Creek Please accept the attached Wetland delineation Report of the proposed Lower Walnut Creek Interceptor as our request for an on-site Jurisdictional Determination and buffer calls. Please let me know if you have any questions or need additional information. Thank you. Christopher J. Burkhardt Senior Environmental Professional Environmental Department Manager FROEHLING & ROBERTSON, INC. 310 Hubert Street, Raleigh, NC 27603 1 USA T 919.828.3441 1 F 919.828.5751 1 M 919.630.1369 www.FandR.com <http//www.fandr.com/> Join us on Facebook! <http://www.facebook.com/pages/edit/? id=88974684540#!/paaes/Froehling-Robertson- Inc/88974684540 > The content of this email is the confidential property of Froehling & Robertson, Inc. (F&R) and should not be copied, modified, retransmitted, or used for any purpose except with F&R's written authorization. If you are not the intended recipient, please delete all copies and notify the sender immediately. Classification: UNCLASSIFIED Caveats: NONE The content of this email is the confidential property of Froehling & Robertson, Inc. (F&R) and should not be copied, modified, retransmitted, or used for any purpose except with F&R's written authorization. If you are not the intended recipient, please delete all copies and notify the sender immediately. Classification: UNCLASSIFIED Caveats: NONE The content of this email is the confidential property of Froehling & Robertson, Inc. (F&R) and should not be copied, modified, retransmitted, or used for any purpose except with F&R's written authorization. If you are not the intended recipient, please delete all copies and notify the sender immediately. Classification: UNCLASSIFIED Caveats: NONE The content of this email is the confidential property of Froehling & Robertson, Inc. (F&R) and should not be copied, modified, retransmitted, or used for any purpose except with F&R's written authorization. If you are not the intended recipient, please delete all copies and notify the sender immediately. Classification: UNCLASSIFIED Caveats: NONE The content of this email is the confidential property of Froehling & Robertson, Inc. (F&R) and should not be copied, modified, retransmitted, or used for any purpose except with F&R's written authorization. If you are not the intended recipient, please delete all copies and notify the sender immediately. Classification: UNCLASSIFIED Caveats: NONE The content of this email is the confidential property of Froehling & Robertson, Inc. (F&R) and should not be copied, modified, retransmitted, or used for any purpose except with F&R's written authorization. If you are not the intended recipient, please delete all copies and notify the sender immediately. Classification: UNCLASSIFIED Caveats: NONE The content of this email is the confidential property of Froehling & Robertson, Inc. (F&R) and should not be copied, modified, retransmitted, or used for any purpose except with F&R's written authorization. If you are not the intended recipient, please delete all copies and notify the sender immediately. Classification: UNCLASSIFIED Caveats: NONE The content of this email is the confidential property of Froehling & Robertson, Inc. (F&R) and should not be copied, modified, retransmitted, or used for any purpose except with F&R's written authorization. If you are not the intended recipient, please delete all copies and notify the sender immediately. Classification: UNCLASSIFIED Caveats: NONE The content of this email is the confidential property of Froehling & Robertson, Inc. (F&R) and should not be copied, modified, retransmitted, or used for any purpose except with F&R's written authorization. If you are not the intended recipient, please delete all copies and notify the sender immediately. Classification: UNCLASSIFIED Caveats: NONE SINCE 1881 March 14, 2013 Chris L. Windley, PE Project Manager McKim and Creed PA 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 FROEHLING & ROBERTSON, INC. Engineering Stability Since 1881 310 Hubert Street Raleigh, North Carolina 27603-2302 T 919.828.34411 F 919.828.5751 NC License #F-0266 Re: EA Preliminary Scoping Letter Proposed Walnut Creek Interceptor Walnut Creek Raleigh, North Carolina Dear Mr. Windley: Froehling & Robertson, Inc., (F&R) presents herein the results of our preliminary State Environmental Policy Act (SEPA) Environmental Assessment (EA) scoping and database search conducted for the above -referenced project. F&R has performed these services in general accordance with our Proposal 1366-176E. F&R has gathered limited supporting documentation that depicts existing environmental conditions at the project site in an effort to assist McKim & Creed in contacting regulatory agencies to request their comments as to the projects potential to impact the environment. F&R has determined that streams, wetlands, and natural heritage managed areas are located on the project site. Significant natural heritage areas are located adjacent to the project site. Threatened and endanger species or historic sites are not mapped on or adjacent to the Site. PROJECT INFORMATION F&R understands that the project site consists of an existing easement that is approximately 16,000 linear feet in length by 100 feet in width. The easement is located north of Walnut Creek between Sunny Brook Road and Barwell Road in Raleigh, Wake County, North Carolina. The City of Raleigh is proposing a new interceptor within the existing easement. For the purpose of these services the project site will include 50 feet on either side of the easement for an approximate width of 200 feet. Please see the attached Project Site Map for a graphic depiction of the project site including National Wetland inventory wetlands and FEMA Floodplains. STATE HISTORIC PRESERVATION OFFICE F&R reviewed the North Carolina State Historic Preservation Office online HPOWEB GIS Service mapper. Historic resources were not mapped on or near the project site. The nearest mapped resource lies approximately 3,600 feet north of the existing easement. Please see attached figure for additional information. Corporate HQ: 3015 Dumbarton Road Richmond, Virginia 23228 T 804.264.2701 F 804.264.1202 www.fandr.com VIRGINIA • NORTH CAROLINA • SOUTH CAROLINA * MARYLAND • DISTRICT OF COLUMBIA A Minority -Owned Business NC NATURAL HERITAGE PROGRAM F&R reviewed the NC Natural Heritage Program (NHP) online Map Viewer and associated data for known locations of protected species and their habitat. Elements were not mapped on the project site. However, there are 17 elements listed for a 2 mile radius of the project site. Nine of the seventeen elements are listed as threatened or endangered. Additionally, the Map Viewer depicts managed areas located on the western terminus of the project site, as well as on the east -central portion. There are 39 other managed areas within two mile of the project site including the Walnut Creek Sumac Site (Progress Energy) MOU. The remaining Managed areas consist of either; NC Department of Transportation Mitigation Land, Triangle Greenways Council Preserve, or Wake County Open Space. Three significant Natural Heritage areas are located adjacent to the west of the project site, Neuse River Forests, Walnut Creek Bottom Land Forests, and Walnut Creek Sumac Site. Please see the attached figures for specific listings. A survey for some or all of the protected species or potential suitable habitat may be required. US FISH AND WILDLIFE SERVICE F&R reviewed the US Fish and Wildlife Service (USFWS) online Endangered Species Act List for Wake County. Listed Federal Endangered Species in this area consist of the Red -Cockaded woodpecker, Dwarf wedgemussel, Tar River spinymussel, Cape Fear shiner, and Michaux's summac. Please see the attached USFWS print out for additional information. A survey for some or all of these species or potential suitable habitat may be required. DIVISION OF WATER QUALITY F&R reviewed the NCDENR Division of Water Quality (DWQ), Water Quality Classifications for Walnut Creek. Walnut Creek is listed as a Class C and NSW water. Walnut Creek is not listed as a High Quality Waters, Outstanding Resource Waters, or Trout Waters. Class C waters are protected for secondary recreation, fishing, wildlife, fish consumption, aquatic life including propagation, survival, and maintenance of biological integrity, agriculture and other uses suitable for Class C. Secondary recreation includes wading, boating, and other uses involving human body contact with water where such activities take place in an infrequent, unorganized or incidental manner. Nutrient Sensitive Waters (NSW) is a supplemental classification sometimes added by DWQ to the primary classification to provide additional protection to waters with special uses of values. The NSW classification is intended for waters needing additional nutrient management due to their being subject to excessive growth of microscopic or macroscopic vegetation. Please see attached NCDENR Stream Classification Print out for additional information. F&R has also reviewed National Wetland Inventory data and Identified several stream crossing and a few wetland areas. F&R is in the process of performing wetland stream and buffer delineations and will present the results under separate cover. LIMITATIONS Please note this review did not involve contacting regulatory agencies, verifying actual conditions in the field, or reviewing all available databases. Therefore, protected species or significant historic may be present on site but not included in this review. Our findings and opinions are based upon information provided to us by others and upon our limited site observations and are subject to and limited by the terms and conditions of F&R's Agreement for Environmental Services. Walnut Creek Interceptor F&R EA Preliminary Scoping Letter McKim & Creed PA 2 March 14, 2013 We have not verified the completeness or accuracy of the information provided by others, unless noted otherwise. Our observations were based upon online maps and conditions readily visible at the site at the time of our limited visit, and the site visit did not include services typically performed during a Wetland Determination, Protected Species Survey, Environmental Compliance Audit or a Phase II ESA. If additional information becomes available which may affect our conclusions and recommendations, we request the opportunity to review the information and reserve the right to modify our report, as warranted. Please contact F&R with any questions. Sincerely, FROEHLING & ROBERTSON �� X'f'OL Paul M. Hughes Environmental Scientist Attached: Project Site Map Natural Heritage Program Maps US F&WS List State Historic Preservation Map Division of Water Quality Stream Classification National Wetland Inventory Map Site Photographs Christopher J. Burkhardt Senior Environmental Professional Walnut Creek Interceptor F&R EA Preliminary Scoping Letter McKim & Creed PA 3 March 14, 2013 ii—pinr Pipe size 18 inch 24 incM1 90 incM1 -` 981ncM1 421nch 401nch SA Inch � /21nch M.— C!] vamp starve - Grariry Sawar Farcergm N Sheaffi RrversBGreaks a Prepeeetl Reatla N1 E)dralien Cemeun + +— Railnntl � Greemvaya Mafer Fjeamant. •Named GreemwyTrails vameis F—y Gii Lim is 106yaar ileetlplain Pana 506yaar ileetlplain Lower Walnut Creek Interceptor City of Raleigh PROJECT SITE MAP With NWI WETLANDS and FEMA FLOODPLAINS North SINCE Fig �1 VX.�K 0 188' FROEHLING &ROBERTSON, INC. ENGINEERING • ENVIRONMENTAL • GEOTECHNICAL 310 HUBERT STREET, RALEIGH, NC 27603 1 USA T919.828.3441 I F919.828.5751 www.FandR.com Client: McKim and Creed PA Project: Proposed Walnut Creek Intercefor Location: Raleigh, Wake Count North Carolina F&R Project No: 66P-0127 Source: !Client P Date: March 2013 1 Not to Scale Figure # 1 ,6MCKUVI&CREED Jurre12. 2012 C WAP wA4-11* 0,9�,w■r ?L0 i97 Gam, 4.r Primo AMA" c T u.in�n�l Rd 1.)% xh# �ce h � lrNrllFi id Q�OalGr lhF dJl �Itl GIC' JIB lil —4A iL I� B reserved. Tue Mar 1 wiser Flava r 0 -PL 0. 1" wa*r, 4. X04 14"111, E I'tM4 fia;tna i:10 PROJECT SITE MAP North +► SINCE Fig �1 VX.�K a $ 0 L 'P 14&dir r Lr' ChA ti'jY+F ism o- Location: Raleigh, Wake Count North Carolina F&R Project No: 6613-0127 C W49UPr Date: March 2013 1 Not to ScaleFi ure # 2 1..pd- T14!!Y _ e 'DO I'MA-D 1441 0 -PL 0. 1" wa*r, 4. X04 14"111, E I'tM4 fia;tna i:10 PROJECT SITE MAP North +► SINCE Fig �1 VX.�K a $ 0 FROEHLING &ROBERTSON, INC. ENGINEERING • ENVIRONMENTAL • GEOTECHNICAL 310 HUBERT STREET, RALEIGH, NC 27603 1 USA T919.828.3441 I F919.828.5751 www.FandR.com Client: McKim and Creed PA Project: Proposed Walnut Creek Intercefor Location: Raleigh, Wake Count North Carolina F&R Project No: 6613-0127 Source: ISHPO GIS Website Date: March 2013 1 Not to ScaleFi ure # 2 rti7ugr !'�+� YG w�4 ri lAm A 42 W.%.PI138 Vcvit r WA79 WARl}i YYtTE LbO'ik j F I -! WA"I W ` ** WARM 4YA�p a 2116-22DO Maybrook Drive, Raleigh, LSC 27614, LISA 35.7515 -78.5584 Search Radius: 2 miles Seamh l Clear f=ields and Reset Map I (Searched on Mar 13, Xl13) Enter ars Address OR Latitude and Longitude (decimal degrees) OR just click a map location below... SHOW RESUI Show 25 SINCE Fig �1 VX.�K 0 ' 881 FROEHLING &ROBERTSON, INC. ENGINEERING • ENVIRONMENTAL • GEOTECHNICAL 310 HUBERT STREET, RALEIGH, NC 27603 1 USA T919.828.3441 I F919.828.5751 www.FandR.com Client: McKim and Creed PA Project: Proposed Walnut Creek Intercefor Location: Raleigh, Wake Count North Carolina F&R Project No: 6613-0127 Source: NHP GIS Website Date: March 2013 Fi ure # 3 Me 501) m 20001 P" i r v�, v F vvo'6ds F, -est. lirig 'v 4?0. 40 Pe2. I�z S Maybrook Panther RwK . 044 gest m iBrarL 0 Nni5 -Kni V I 211edipil .jral Heritage Areas FR-cyal Acres m iBrarL 0 Nni5 -Kni V I 211edipil SHOW RESULTS FOR (0- Element Occurrences � Signi-ficant Matural HeritageAneas C Managed Areas Shaw � 25 ❑ entries per page Download Results I Filter search results= ShaMrirg 1 t -D 17 of 17 entries 14 First 41 Previous G) Next NP La : It I AccuraLy �,, State Federal Staus Freshwater Al[asmidonta het,ercdon dwarf Historical 3 - mEdium E E 51 (31,32 Bivalve wedgernwisel Freshvmter Alasmidonta undulate Triangle Floater Current 3 - Medium T 52 04 "Lve Animal Colonial wading bird Calory Current 3 - ME d Urn -- Assemblage Freshwater ElLiptio roanaluensis Roanoke SlabsheR Current 3 - MEd Urn T = G 3 "Lve Freshwater Fusovnara rraLsam Atlantic Rigtm Historical 4 - LDV1 E "Lve Freshvmter Lampsilis radiata Eastern Current 3 - Medium E aLve LampmusseL Freshwater Lasmigona subviridis Green Floater Current 3 - ME dium E Bivalve Amphibian Necturus Letirisi Meuse River Historical 3 - medium SC 52 _ waterlog Freshwater Fish Noturus furkrus Carolioah+adtom Historical 3 - Medium T -_ - 52 G2 Natural Piedmont Alluvial Forest Current 2 - High 54 G4 Community Natural Piedmont Oummland Forest �Typr€ Low Current 3 - mediurn 52 G2" Community Subtype) Natural Piedmont Levee Forest(Type€ Subtype) Currerrt 3 - Medium 5354 G 3C--- Community Natural Piedmo umountain Semipemranent Current = - _ 54 Community Impoundment (Piedmont Marsh Subtype) Vascular Plant PseucImpaphahurn helLeri HeRers Rabbit- Historical 4 - LDW =. - 53 _ _- Tobacco Vascular Plant Rhus michauxii xtidu&E Sumac Current 2 - High = _ 52 0203 Fresl- ster Stmphitus unduLatus Creeper Current 3 - Medium T 52 (36 eivaLve Freshwater Vllcsa constricta Matched Rainbow Current 3 - Medium SC 53 G3 bivalve I I I I I I 1 10 ShaMrirg 1 t -D 17 of 17 entries 14 First 41 Previous G) Next NP La : It I NCDENR - NHP Map Viewer NC Department of Environment and Natural Resources Natural Heritage Program - NHP Map Viewer Natural Heritage Program Map Viewer (Data last updated on January 2, 2013) �— Help.l http ,//Portal :ncdenr, orv�/c/document_library/vaet_file?uuid-6c334d20,a4a3.4ff2:945434e4ff945bd7$v�rouPld=61587.) 1513 Bethel Road, Raleigh, NC 27610, USA 35.75849305114015 -78.5635757446289 Search Radius:2 miles[) Search Clear Fields and Reset Map J (Searched on Mar 14, 2013) Enter an Address Latitude and Longitude (decimal degrees) OR just click a map location below... Page 1 of 3 Hide Leg. y R +„+I SHOW RESUI( JFll� (—Element Occurrences (Significant Natural Heritage Areas t' Managed Areas Show 10 1-• entries per page Download Results Filter search results: Managed Area Name I Acres I Owner I Owner Type NC Department of Transportation Mitigation Land 84.62 NC Department of Transportation State NC Department of Transportation Mitigation Land 108.38 NC Department of Transportation State Triangle Greenways Council Preserve 31.29 Triangle Greenways Council Private Triangle Greenways Council Preserve 15.89 Triangle Greenways Council Private Triangle Greenways Council Preserve 12.37 Triangle Greenways Council Private Wake County Open Space 9.44 Wake County: multiple local government Local Government http://portal.ncdenr.org/web/nhp/nhp-map-viewer 3/14/2013 NCDENR - NHP Map Viewer Managed Area Name Acres Owner Page 2 of 3 Owner Type Wake County Open Space 119.47 Wake County: multiple local government Local Government Wake County Open Space 11.23 Wake County: multiple local government Local Government Wake County Open Space 2.1 Wake County: multiple local government Local Government Wake County Open Space 20.56 Wake County: multiple local government Local Government Wake County Open Space 14.95 Wake County: multiple local government Local Government Wake County Open Space 0.36 Wake County: multiple local government Local Government Wake County Open Space 14.8 Wake County: multiple local government Local Government Wake County Open Space 80.09 Wake County: multiple local government Local Government Wake County Open Space 57.12 Wake County: multiple local government Local Government Wake County Open Space 15.69 Wake County: multiple local government Local Government Wake County Open Space 4.01 Wake County: multiple local government Local Government Wake County Open Space 73.54 Wake County: multiple local government Local Government Wake County Open Space 80.78 Wake County: multiple local government Local Government Wake County Open Space 0.5 Wake County: multiple local government Local Government Wake County Open Space 2.84 Wake County: multiple local government Local Government Wake County Open Space 8.76 Wake County: multiple local government Local Government Wake County Open Space 4.33 Wake County: multiple local government Local Government Wake County Open Space 3.21 Wake County: multiple local government Local Government Wake County Open Space 24.02 Wake County: multiple local government Local Government Wake County Open Space 0.92 Wake County: multiple local government Local Government Wake County Open Space 94.9 Wake County: multiple local government Local Government Wake County Open Space 1.34 Wake County: multiple local government Local Government Wake County Open Space 151.22 Wake County: multiple local government Local Government Wake County Open Space 1.6 Wake County: multiple local government Local Government Wake County Open Space 1.88 Wake County: multiple local government Local Government Wake County Open Space 28.42 Wake County: multiple local government Local Government Wake County Open Space 1.02 Wake County: multiple local government Local Government Wake County Open Space 15.95 Wake County: multiple local government Local Government Wake County Open Space 234.37 Wake County: multiple local government Local Government Wake County Open Space 27.49 Wake County: multiple local government Local Government Wake County Open Space 5.99 Wake County: multiple local government Local Government Wake County Open Space 30.32 Wake County: multiple local government Local Government Wake County Open Space 2.36 Wake County: multiple local government Local Government Wake County Open Space Easement 11.2 Wake County: multiple local government Local Government Walnut Creek Sumac Site (Progress Energy) MOU 3.57 Progress Energy Private Showing 1 to 41 of 41 entries Ifirst 4frevious0 Nex* Las1►I The Natural Heritage Program Map Viewer provides information on Natural Heritage Program data occuring within a 2 -mile radius of a user -selected location. Information is provided on element occurrences, significant natural heritage areas, and managed areas. Below are brief notes on use of the map viewer. For more information on use of the http://portal.ncdenr.org/web/nhp/nhp-map-viewer 3/14/2013 NCDENR - NHP Map Viewer Page 3 of 3 map viewer or for an explanation of the values returned by the search, see the Help I.http.//portal:ncdenr.org/c/document_librarx/get_file?uuid=c2dbaa9f :a4oa:4552:bdeo. ............. 859518c6aWeltgroupld=61587 i. .................................. • Results are displayed for element occurrences by default. To display results for significant natural heritage areas or managed areas, click the appropriate radio button in the "SHOW RESULTS FOR" section above the results table. Locations of element occurrences are not displayed; locations of significant natural heritage areas and managed areas are displayed. • Clicking on a column name in the results table will sort all entries in that column; clicking a second time on the column name will reverse the sort. • The results can be further refined by entering a text string in the "Filter search results" field. Entries not containing the text string will be removed from the table of results. • Clicking the "Download Results' button will give you the option of saving the results table to a comma -separated -values file. This type of file can be opened in most spreadsheet programs, including Microsoft Excel. • Records for the Blue Ridge Parkway are not included in the shapefile. You must contact the Blue Ridge Parkway if you need information for this area. • If you have any questions regarding the data contained on the map viewer, contact Natural He ritage,_Program, staff (nctpiportal;ncdenr;orgiwebnnPiconcact,).,. For technical issues regarding the application, contact the Conservation Information Manager A. .................................................................................... Use of North Carolina Natural Heritage Program data should not be substituted for actual field surveys, particularly if the project area contains suitable habitat for rare species. If a database search lists no records for a project area, it does not necessarily mean that they are not present. The area may not have been surveyed by biologists, or the data may not have been reported to NC Natural Heritage Program. Information obtained from the North Carolina Natural Heritage Program Map Viewer should be cited as follows: North Carolina Natural Heritage Program Online Map Viewer. [search date]. Department of Environment and Natural Resources, Office of Conservation, Planning, and Community Affairs, Raleigh, NC. Available at: www.ncnhp.org. NO••H i/R9L�NA Natural Herifa � (http://portal.ncdenr.org/web/nhp i One Prog, No Carolina --p- North Carolina Natural Heritage Program • 1601 Mail Service Center •Raleigh, NC 27699 1601 �1�� /� SCIE NC E GU I DING CaNTERVATION , i/ (http://portal.ncdenr.orq/web/cpca/ ) N.C. Department of Environment and Natural Resources 1601 Mail Service Center, Raleigh, NC 27699-1601 ■ Headquarters (Environment and Natural Resources Building): 217 W. Jones St. 47 Archdale Building: 512 N. Salisbury St. RE -65-4R Toll Free: (877) 623-6748 http://portal.ncdenr.org/web/nhp/nhp-map-viewer 3/14/2013 NCDENR - NHP Map Viewer NC Department of Environment and Natural Resources Natural Heritage Program - NHP neap Viewer Natural Heritage Program Map Viewer (Data last updated on January 2, 2013) ,�QHelp_(http _//p.or L.ncderr.pr3/c/document_library/get_file?mid=6c334d20-a4a3.4ff2.9454.34e4ff945bd7agroupld=61587) 2000-2098 Maybrook Drive, Raleigh, HC 27610, LISA Enter an Address OR 35.75292081446938 -78.55670928955078 Latitude and Longitude (decimal degrees) Search Radius: 12 miles Ki OR Search lClear Fields and Reset Map just click a map location below... (Searched on Mar 14, 2013) Page 1 of 2 SHOW RESU1 ,41 [- Element Occurrences 0 Significant Natural Heritage Areas f' Managed Areas Show 10 L ] entries per page Download Results Filter search results: Site Name Acres Owner Representational Rating Collective Rating Neuse River (Clayton) Forests 1121.3 PRV, LOCAL R5 C4 Walnut Creek Bottomland Forests 300.55 PRV, LOCAL R5 C5 Walnut Creek Sumac Site 5.11 NCDOT, PRV, LOCAL R5 C5 Showing t to 3 of 3 entries I-Wirst 4Previous Q Nex* Lasol The Natural Heritage Program Map Viewer provides information on Natural Heritage Program data occuring within a 2 -mile radius of a user -selected location. Information is provided on element occurrences, significant natural heritage areas, and managed areas. Below are brief notes on use of the map viewer. For more information on use of the map viewer or for an explanation of the values returned by the search, see the Help (hnp //p tal.ncdenr.org/c/document library/get t I d-czdb 9f 40-4ssz-bdeo- 859518c6a30e8tgroupld=61587.1. ................................. http://portal.ncdenr.org/web/nhp/nhp-map-viewer 3/14/2013 NCDENR - NHP Map Viewer Page 2 of 2 • Results are displayed for element occurrences by default. To display results for significant natural heritage areas or managed areas, click the appropriate radio button in the "SHOW RESULTS FOR" section above the results table. Locations of element occurrences are not displayed; locations of significant natural heritage areas and managed areas are displayed. • Clicking on a column name in the results table will sort all entries in that column; clicking a second time on the column name will reverse the sort. • The results can be further refined by entering a text string in the "Filter search results" field. Entries not containing the text string will be removed from the table of results. • Clicking the "Download Results' button will give you the option of saving the results table to a comma -separated -values file. This type of file can be opened in most spreadsheet programs, including Microsoft Excel. • Records for the Blue Ridge Parkway are not included in the shapefile. You must contact the Blue Ridge Parkway if you need information for this area. • If you have any questions regarding the data contained on the map viewer, contact Natural Heritage_Program_staff (http://p2M.ncdenr.org/web/nhp(concacc).. For technical issues regarding the application, contact the Conservation Information Manager: Use of North Carolina Natural Heritage Program data should not be substituted for actual field surveys, particularly if the project area contains suitable habitat for rare species. If a database search lists no records for a project area, it does not necessarily mean that they are not present. The area may not have been surveyed by biologists, or the data may not have been reported to NC Natural Heritage Program. Information obtained from the North Carolina Natural Heritage Program Map Viewer should be cited as follows: North Carolina Natural Heritage Program Online Map Viewer. [search date]. Department of Environment and Natural Resources, Office of Conservation, Planning, and Community Affairs, Raleigh, NC. Available at: www.ncnhp.org. Natural Herita a (http://portal.ncdenr.org/web/nhp I Program North Carolina Natural Heritage Program • 1601 Mail Service Center • Raleigh, NC 27699-1601 soE.cE aurora co+sraana. ( http://p.rt.i.ncdenr..rg/web/cpca/ I N.C. Department of Environment and Natural Resources 1601 Mail Service Center, Raleigh, NC 2 7699-1 601 Headquarters (Environment and Natural Resources Building): 217 W. Jones St. Archdale Building: 512 N. Salisbury St. Toll Free: (877) 623-6748 oe NCarolina Alwra!!y 9PA (w dmk http://portal.ncdenr.org/web/nhp/nhp-map-viewer 3/14/2013 `FLSH a " WILD LSFB U.S. Fish and Wildlife Service SERVICE Natural Resources of Concern This resource list is to be used for planning purposes only — it is not an official species list. Endangered Species Act species list information for your project is available online and listed below for the following FWS Field Offices: RALEIGH ECOLOGICAL SERVICES FIELD OFFICE POST OFFICE BOX 33726 RALEIGH, NC 27636 (919) 856-4520 Project Name: Lower Walnut Interceptor Project Counties: Wake, NC Project Type: Wastewater Pipeline Endangered Species Act Species List (USFWS Endangered Species Program). There are a total of 5 threatened, endangered, or candidate species, and/or designated critical habitat on your species list. Species on this list are the species that may be affected by your project and could include species that exist in another geographic area. For example, certain fishes may appear on the species list because a project could cause downstream effects on the species. Please contact the designated FWS office if you have questions. Species that may be affected by your project: Birds Status Species Profile Contact 03/13/2013 Information, Planning, and Conservation System (IPAC) Page 1 of 3 Version 1.4 `FLSH a " WILD LSFB U.S. Fish and Wildlife Service SERVICE Natural Resources of Concern Red -Cockaded woodpecker Endangered species info Raleigh Ecological Services (Picoides borealis) Field Office Population: Entire Clams Dwarf wedgemussel Endangered species info Raleigh Ecological Services (Alasmidonta heterodon) Field Office Population: Entire Tar River spinymussel Endangered species info Raleigh Ecological Services (Elliptio steinstansana) Field Office Population: Entire Fishes Cape Fear shiner (Notropis mekistocholas) Endangered species info Raleigh Ecological Services Population: Entire Field Office Flowering Plants Michaux's sumac (Rhus michauxii) Endangered species info Raleigh Ecological Services Field Office FWS National Wildlife Refuges (USFWS National Wildlife Refuges Program). There are no refuges found within the vicinity of your project. FWS Migratory Birds (ZTSFWS Migratory Bird Program). Most species of birds, including eagles and other raptors, are protected under the Migratory Bird Treaty Act (16 U.S.C. 703). Bald eagles and golden eagles receive additional protection under the Bald and Golden Eagle Protection Act (16 U.S.C. 668). The Service's Birds of Conservation Concern (2008) report identifies species, subspecies, and populations of all migratory nongame birds that, without additional conservation actions, are likely to become listed under the Endangered Species Act as amended (16 U.S.0 1531 et seq.). 03/13/2013 Information, Planning, and Conservation System (IPAQ Page 2 of 3 Version 1.4 `FLSH a " WILDLIFE U.S. Fish and Wildlife Service SERVICE Natural Resources of Concern NWI Wetlands (ZISFWS National Wetlands Inventory). The U.S. Fish and Wildlife Service is the principal Federal agency that provides information on the extent and status of wetlands in the U.S., via the National Wetlands Inventory Program (NWI). In addition to impacts to wetlands within your immediate project area, wetlands outside of your project area may need to be considered in any evaluation of project impacts, due to the hydrologic nature of wetlands (for example, project activities may affect local hydrology within, and outside of, your immediate project area). It may be helpful to refer to the USFWS National Wetland Inventory website. The designated FWS office can also assist you. Impacts to wetlands and other aquatic habitats from your project may be subject to regulation under Section 404 of the Clean Water Act, or other State/Federal Statutes. Project Proponents should discuss the relationship of these requirements to their project with the Regulatory Program of the appropriate U.S. Army Corps of Engineers District. 03/13/2013 Information, Planning, and Conservation System (IPAQ Page 3 of 3 Version 1.4 Name of Stream Description Curr. Class Date Basin Stream Index # Haleys Branch From source to C;NSW 05/01/88 Neuse 27-33-7 Crabtree Creek Reedys Creek From source to B;NSW 05/01/88 Neuse 27-33-8 (Reedy Creek Crabtree Creek Lake) Sycamore Creek From source to B;NSW 05/01/88 Neuse 27-33-9 (Big Lake) Crabtree Creek Pots Branch From source to B;NSW 05/01/88 Neuse 27-33-9-1 Sycamore Creek Turkey Creek From source to B;NSW 05/01/88 Neuse 27-33-9-2 (Lake Ann) Sycamore Creek Walnut Creek From backwaters of B;NSW 08/03/92 Neuse 27-34-(1.5) (Lake Johnson) Lake Johnson to dam at Lake Johnson Walnut Creek From dam at Lake C;NSW 08/03/92 Neuse 27-34-(1.7) Johnson to backwaters of Lake Raleigh Walnut Creek From source to C;NSW 08/03/92 Neuse 27-34-(1) backwaters of Lake Johnson Walnut Creek From backwaters of B;NSW 08/03/92 Neuse 27-34-(3.5) (Lake Raleigh) Lake Raleigh to dam at Lake Raleigh Walnut Creek From dam at Lake C;NSW 05/01/88 Neuse 27-34-(4) Raleigh to Neuse River Big Branch From source to Walnut C;NSW 05/01/88 Neuse 27-34-11 Creek Poplar Branch From source to Big C;NSW 05/01/88 Neuse 27-34-11-1 Branch Little Arm Branch From source to Big C;NSW 05/01/88 Neuse 27-34-11-2 Branch Simmons Branch From source to Walnut C;NSW 08/03/92 Neuse 27-34-2 Creek Bushy Creek From source to Walnut C;NSW 08/03/92 Neuse 27-34-3 Creek Rocky Branch From source to Walnut C;NSW 05/01/88 Neuse 27-34-6 Creek Wildcat Branch From source to Walnut C;NSW 05/0.1/88 Neuse 27-34-7 Creek Watson Branch From source to Walnut C;NSW 05/01/88 Neuse 27-34-8 Creek Chavis Branch From source to Watson C;NSW 05/01/88 Neuse 27-34-8-1. Branch Gatling Branch From source to Walnut C;NSW 05/0.1/88 Neuse 27-34-9 Creek Poplar Creek From source to Neuse C;NSW 05/01/88 Neuse 27-35 River Beddingfield From source to Neuse C;NSW 05/0.1/88 Neuse 27-37 Creek River Marks Creek From soruce to Neuse C;NSW 05/01/88 Neuse 27-38 (Lake Myra) River Page 9 of 13 2010-01-30 07:09:34 Photo Log McKim & Creek — Proposed Sewer Interceptor Raleigh, Wake County, North Carolina Photo 1— A view along eastern end of easement facing west Photo 2 — A view along easement on eastern portion of the site facing west Photo Log McKim & Creek — Proposed Sewer Interceptor Raleigh, Wake County, North Carolina Photo 3 — A view along central portion of easement facing northeast Photo 4 — A view along easement on central portion of the site facing east Photo Log McKim & Creek — Proposed Sewer Interceptor Raleigh, Wake County, North Carolina Photo 5 — A view from the central portion of the site facing southwest Photo 6 — A view of urban stream that crosses the central portion of the site facing south � f �, e�;,`, r•i• �> r `eta .„ .. Photo 5 — A view from the central portion of the site facing southwest Photo 6 — A view of urban stream that crosses the central portion of the site facing south Photo Log McKim & Creek — Proposed Sewer Interceptor Raleigh, Wake County, North Carolina .A 7. y � t � s G T( Air Photo 7 — A view along easement on western portion facing southwest Photo 8 — A view of stream on western portion of site facing north NCDENR North Carolina Department of Environment and Natural Resources Pat McCrory Donald van der Vaart Governor Secretary FINDING OF NO SIGNIFICANT IMPACT (FONSI) Walnut Creek Sanitary Sewer Improvements Wake County, North Carolina The North Carolina Environmental Policy Act (G.S. § l 13A) requires that the Division of Water Resources determine whether a proposed major agency action will significantly affect the environment. The proposed project includes upgrading both the Upper and Lower Walnut Creek Interceptors. The Lower Walnut Creek (LWC) interceptor currently consists of approximately 17,0001mear feet (LF) of 48 -inch and 54 -inch gravity sewer line. The proposed action would replace the existing sewer line with new 66 -inch and 72 -inch sewer pipe within the existing permanent utility easement. The existing Upper Walnut Creek (U WC) interceptor currently consists of approximately 20,000 LF of 42 -inch and 48 -inch sewer line. The existing 42 -inch sewer lines will be replaced with 60 -inch sewer lines; the existing 48 -inch sewer lines will be rehabilitated. The LWC project is needed due to the age of the age of the pipes, degraded structural conditions which may lead to failure, and the need for additional capacity. The U WC improvements are necessary because the sewer lines are reaching the end their useful life, significant operational and structural issues exist, the pipes are deteriorating, and the need for additional capacity. As shown in the EA, Exhibits 1-3, the proposed action will occur mostly within the Raleigh City limits in central Wake County. In order to determine whether the Walnut Creek Sanitary Sewer Improvements project will cause significant environmental impacts, an environmental assessment has been prepared. The environmental assessment is attached. It contains detailed information on the key issues, including a detailed description of the proposed project, and probable environmental impacts with proposed mitigations. The following is a summary of the probable environmental impacts and associated mitigation activities: There are no prime or unique agricultural lands located within the project area; therefore, no impacts to these lands will occur. No impacts to land use are expected as the project largely utilizes the existing utility corridor and is consistent with existing land uses. While there are areas of archeological or historical value within one mile of the project area, the project will not impact any of them. Construction equipment and activities may lead to temporary impacts on air quality and noise levels. Land disturbance activities associated with construction may have temporary impacts on shellfish, fish, and their habitats due to bank disturbance and potential increases in turbidity. There also exists the possibility that minor amounts of toxic substances such as fuel, oil, or other substances could be released from construction equipment. Temporary increases in noise may also occur on or around public land and scenic, recreational, and State natural areas that may be in the vicinity of the project area and temporary closures of these areas may be necessary during construction. Temporary impacts to streams and wetlands may also occur as a result of pipe burial. Minor, but permanent impacts will occur to forest resources as some trees will need to be removed during construction and for corridor maintenance. As a result, wildlife and natural vegetation may be impacted; however, impacts to threatened and endangered species will not occur. Impacts to topography, soils, wetlands, and floodplains will be mitigated by restoring these areas after pipe burial. Potential impacts to streams will be mitigated by following applicable sedimentation and erosion control measures and by crossing stream as perpendicular as possible. Manholes will be located outside of floodplain when practicable, when they cannot be they will either be elevated above the 100 1617 Mail Service Center, Raleigh, North Carolina, 27699-1617 Location: 512 N. Salisbury St., Raleigh, North Carolina, 27604 An Equal OpportunityWRnnalive Adon Employer year floodplain by two feet and vented or watertight lids will be used. Impacts to forest resources and wildlife will be reduced by minimizing clearing as much as possible. The City of Raleigh has developed a Secondary and Cumulative Impacts Management Plan (SCIMP) for the City and several surrounding municipalities. The City of Raleigh and the NCDENR entered into a memorandum of agreement (MOA) in 2009 agreeing that the SCIMP sufficiently addresses the secondary and cumulative impacts discussion for SEPA documents where the NCDENR is the lead agency for development associated with utility infrastructure projects. A copy of the SCIMP is included as Appendix A of the EA. A copy of the City of Raleigh and the NCDENR MOA is included in the EA as Appendix B. None of the above impacts are found to be significant due to mitigation activities and the SCIMP. Thus, it has been concluded that the Walnut Creek Sanitary Sewer Improvements project will not have a significant adverse effect on the quality of the environment. No environmental impact statement (EIS) will be prepared and this FONSI completes the environmental review record. The FONSI and Environmental Assessment shall be available for inspection and comment for 30 days at the State Clearinghouse. Summary of FONSI for publication in the Environmental Bulletin: After completion of an environmental assessment under G.S. 113A, a FONSI has been made in the case of the Walnut Creek Sanitary Sewer Improvements project. Information supporting the need for the proposed project was reviewed, along with relative impacts, other alternative approaches and mitigating measures. y3 is S. Jay Zimmerman, P.G. (D te) Director, Division of Water Resources � J ISTREAM S-1/000 I I25' x 250' TEMP N t CONSTRUCTION EASEMENT Q •' 7I —tbD CD - J o <3 v O 22+00 21+00 C_/ - N / SRU 01 —CP REC) Ro co i� RU - z _ — B 3— �� _ / — ----- -LOD RU L D �- 185--- 185 ;6.02 NEUSE RIVER BUFFER AND STREAM IMPACTS STREAM S-1000 ZONE 1 (PERPINDICULAR) ZONE 2 (PERPINDICULAR) STREAM IMPACT SQ FT SQ FT W I DTH ( FT) LENGTH (FT) ��\1111111/// Do SFA 030468 i 7 •" � �'��s''••F17C f\ LN`GCINpEE`� `p•��` ffff/f/ o�L -\o `\ LEGEND: TEMPORARY ZONE ONE BUFFER IMPACTS 0 0 o TEMPORARY ZONE TWO BUFFER IMPACTS TEMPORARY STREAM S-1000 IMPACT (JURISDICTIONAL) INTERMITTENT EXISTING EASEMENT (NO BUFFER IMPACT WITHIN EXISTING EASEMENT) • PROPOSED EASEMENT -- ZONE 1 DESIGNATION ZONE 2 DESIGNATION PERM. (PROP. ESMT) 0.00 0.00 0 0 PERM. (EX. ESMT) 0,00 CHECKED 0 0 PERM. (TOTAL) 0.00 0.00 0 0 TEMP. (PROP. ESMT) 1775.13 1115.71 16 29 TEMP. (EX. ESMT) 0.00 0.00 20 12 TEMP. (TOTAL) 1775.13 1115.71 0 41 50' 0 50' 100' SCALE: 1"=50' (Horiz.) REFERENCE PLAN SHEET C2 v M�IQM�C'REED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 F-1222 www.mckimcreed.com CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER �APo IMPROVEMENTS LOWER WALNUT CREEK STREAM S-1000 IMPACTS DATE: MAY 2015 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED K0H CHECKED BRL PROJ. MGR. BRL SCALE M&C FlLE NUMBER CU701 HORIZONTAL: GRAWMG NUMBER 1.=50' VERTICAL: ST -1 NA STATUS: :Lj 10' x 50' TEMP = CONSTRUCTION EASEMENT MH #11 STA: 39+52.44 'A: EQ 0+00.00 RIM: 188.94- _ 78 ---- _ 184 180 ► I:1NVA0lia1,99:''Wil 0 1M3111:081I8 WAIN &I 0 STREAM S-3000 n I O �O 20 DRAINAGE EA EMENT / BM 1988 PG 208 10' x 50' TEMP CONSTRUCTION EASEMENT STFFp S-3= ZONE 1 (PERPINDICULAR) ZONE 2 (PERP NDICULAR) STREAM IMPACT EJB DESIGNED SQ FT SQ FT VODTH (FT) LENGTH (FT) P ERNI. ( PROP. ESMT 0.00 0.00 0 0 P ERM. (EX. ESM%) 0.00 0.00 0 0 PERM. (TOTAL) 0�00 0.01) 0 0 TEMP. ( PROP. ESM%) 631 150 0.00 12.5.2 la 60 TEMP. (EX. ESMT) 0.00 0.00 12.34 150 TEMP. (TOTALS L61) 0.01) N/A 166.16 4k-M�IQM�C'REED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 F-1222 www.mckimcreed.com CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER �APo IMPROVEMENTS 11%1111111/// CA '',�f 030468 j *" AGIN'Li� `p•��` RI <� is LEGEND: TEMPORARY ZONE ONE BUFFER IMPACTS 0 0 o TEMPORARY ZONE TWO BUFFER IMPACTS TEMPORARY STREAM S-3000 IMPACT (JURISDICTIONAL) PERENNIAL EXISTING EASEMENT (NO BUFFER IMPACT WITHIN EXISTING EASEMENT) • PROPOSED EASEMENT ZONE 1 DESIGNATION ZONE 2 DESIGNATION LOWER WALNUT CREEK STREAM S-3000 IMPACTS 50' 0 50' 100' SCALE: 1"=50' (Horiz.) REFERENCE PLAN SHEET C4 DATE: MAY 2015 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED KOH CHECKED BRL PROJ. MGR. BRL SCALE M&C n E NUMBER CU701 HORIZONTAL: GRANNG NUMBER 1"=50' VERTICAL: ST -2 NA __jf77-- :::i L HpUS� —1 TWIN \ 2„ DOGWOOD — 183 g3,(54D°IRCP)� 180.10 03, \. \ INV OU1 8"PVC 18pf� \� RU 1400 0 16" GVg.45' R M=OF NUT_185.63' 174.85 MH #14— i- STREAM S-4000 STA: 50+79.74 M RIM: 189.93 20 DRAINA E EASEM T z BM 1 7 PG 1 0x 5W i v/ / CONS11iUCUNPEASEMENT (/ "PEAF SE \ / 16"FtA — 49+00 AM NEUSE RIVER BUFFER AND STREAM IMPACTS STREAM S-4000 PERM. (PROP. ESMT) PERM. (EX. ESMT) PERM. (TOTAL) TEMP. (PROP. ESMT) TEMP. (EX. ESMT) TEMP. (TOTAL) TE=189.11' INV.OUT-185 ' SSMH I Q- /P RIM=187.98 4 "DIP) ` INV.=17 .66 4"DIP) INV.IN=17 '57,(4°DIP) I INV.IN=17 .65 \ INV.0UT=1 7.45 I t I -gz 1=31 I Z9"98 IQ 20 GEEASEMENT BM 1957 I \ \ 11030 987 PG ZONE 1 (PERPINDICULAR) ZONE 2 (PERPINDICULAR) STREAM IMPACT CI TE=188. 7 INVIN= 83.63' INV -0U =183.17 ��\1111111/// CA 030468 N C7 • :;� Z AGIN'6` • \��.�. //I/ � I}t110 o \ LEGEND: TEMPORARY ZONE ONE BUFFER IMPACTS 0 0 o TEMPORARY ZONE TWO BUFFER IMPACTS TEMPORARY STREAM S-4000 IMPACT (JURISDICTIONAL) INTERMITTENT EXISTING EASEMENT (NO BUFFER IMPACT WITHIN EXISTING EASEMENT) • PROPOSED EASEMENT ZONE 1 DESIGNATION ZONE 2 DESIGNATION SQ FT SQ FT 0592-0046 W I DTH ( FT) LENGTH ( FT) DESIGNED 0.00 0.00 BRL 0 0 0.00 0.00 0 0 0.00 0.00 0.00 0.00 418.67 0.00 8.00 10.31 50' 0 50' 100' 0.00 0.00 0 0 418.67 0.00 8.00 10.31 SCALE: 1"=50' (Horiz.) REFERENCE PLAN SHEET C5 v M�IQM�C'REED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 F-1222 www.mckimcreed.com CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER �APo IMPROVEMENTS LOWER WALNUT CREEK STREAM S-4000 IMPACTS DATE: MAY 2015 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED KOH CHECKED BRL PROJ. MGR. BRL SCALE M&C n E NUMBER CU701 HORIZONTAL: GRAWMG NUMBER 1.=50' VERTICAL: ST -3 NA STATUS: REHsioN STA: 52+37.92 RIM: 192.04 \�\ 0 ��\ \ 790 rL STREAM S-5000 N 52+00 \ O �AIRAous �– ,� = _��_tiF usNEs 55+00 1 LUM / l` RU \ 0 oti �► RU / / ) v i \ \ \\ \\\� — —LOVE ALVC 89 / 15„PI ► \ \\\\ \�T\ OPVOFNU1T21914�1 —kI�USE 13" 0AKJk / /� a�` \ \ \ \ \ \ \ ` \ e \ SSMH \ RIM 192. 6' INV.IN=183.91'(6"FM) \ INV.IN=184.01'(8"PV \ \\ \\ \ \ N V.IN=180.89'(5 'RCP) / SSMH \ V.OUT=180.8 (54"RCP)' \ / RIM=191.04' \ SEMENT INVIN=184.79' "PVC) \ 20' S ITAR SEWER E ��B 1 IN V IN=184.89'(8' VC) \ A BM 198 P 1030 / INV.OUT=184.74' \� \ \ 30' DRAINAGE E SEMEN \ \ \ \ BM 1987 PG 103M NEUSE RIVER SUFFER AND STREAM IMPACTS STREAM S-5000 PERM. (PROP. ESMT) PERM. (EX. ESMT) PERM. (TOTAL) TEMP. (PROP. ESMT) TEMP. (EX. ESMT) TEMP. (TOTAL) ZONE 1 (PERPINDICULAR) ZONE 2 (PERPINDICULAR) STREAM IMPACT SR FT SR FT WIDTH ( FT) LENGTH (FT) 0.00 0.00 0 0 0.00 0.00 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 _ 51.00 0.00 0.00 5.00 51.00 e4MCIQM&CRIMD 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 F-1222 www.mckimcreed.com �F RA<F CITY OF RALEIGH i PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS ��11111111/// CA 030468 �'��s''••FNGINLE`� `p•��` LEGEND: TEMPORARY ZONE ONE BUFFER IMPACTS (NONE) 0 0 o TEMPORARY ZONE TWO BUFFER IMPACTS (NONE) - TEMPORARY STREAM S-5000 IMPACT (JURISDICTIONAL) PERENNIAL EXISTING EASEMENT (NO BUFFER IMPACT WITHIN EXISTING EASEMENT) • PROPOSED EASEMENT • ZONE 1 DESIGNATION ZONE 2 DESIGNATION LOWER WALNUT CREEK STREAM S-5000 IMPACTS 50' 0 50' 100' SCALE: 1"=50' (Horiz.) REFERENCE PLAN SHEET C5 DATE: MAY 2015 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED KOH CHECKED BRL PROJ. MGR. BRL STATUS: :::i M&C FILE NUMBER SCALE CU701 HORIZONTAL: GRAMNG NUMBER 1.=50' VERTICAL_ ST -4 NA STATUS: :::i vv.uuI-10X Z 6 20' PROP. DRAINAGE W LS MH #10 LS MH #9 0 0 TE- EASEMENT STA: 79+29.4: STA: 82 #9 o r� wv.w=187 os' o RIM: 189.31 RIM: 196.14 p 6 INVOUT=18 a r ;I %°� ` \ 2 P IV F�41NA�E SEMEN FE 190.69' UO o CI o- I I S N .OUT=187 TE=1 9.85' `� (L STREAM S-7000 9097' E 1E=1 6.60'(SE) _ V=186.7 MH #22A I 1 'RCP INV.O T=186.10'( ) UT r I (2)_t !fig) 7. STA: 81+25.`,15 N !j - - `""° - RIM:192Z \ a � RA. W w If N nro� w 8' PV r� �� '" 8' VC RU _ il 16 RU RUQ 6 �U U RU 16" -_ 18"l1cP � - LS MH #7LS MH ,#6-- - - - L STA: 81+25.51 STA: 82+14.01 6H CR I % � � 11 ; 182.50 - R4M: 9 a _ d 7Odi IINVIN=18;� xV. IINOUT=1N 92.11' A \ TE=192.67' 190 °\ 88.36'(SE) 2 IE=188.37'( E) 8.31'(NW I I E=188.47( W) SSMH BACKWATER FLOOD FE -1B .67' �g6 %, L STORAGE EASEMENT INV.IN 182.1 / / ELEVATION = 188.15' SSMH T=182.\5' BAA 19Q5 -Pr, RIM -192.73'20' CITY OF RAL _LV_W-LE7.1Q' NQ - - ANITARY SEWER EASE INVIN=187.53'(4"PVC-NE) 1998 PG 1599/1 NEUSE RIVER BUFFER AND STREAM IMPACTS STREAM S-7000 PERM. (PROP. ESMT) PERM. (EX. ESMT) PERM. (TOTAL) TEMP. ( PROP. ESMT) TEMP. (EX. ESMT) TEMP. (TOTAL) ZONE 1(PERPINDICULAR) ZONE (PERPINDICULAR) STREAM IMPACT SR FT SR FT WIDTH (FT) LENGTH ( FT) 0.00 0.00 0.00 71.03 0.00 71.03 e MlIQM&�D 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 F-1222 www.mckimcreed.com ��\1111111/// CA 1�.•�Q� ' .,'Y ff N = 030468 �IY I tv J(O t LEGEND: TEMPORARY ZONE ONE BUFFER IMPACTS 0 0 o TEMPORARY ZONE TWO BUFFER IMPACTS TEMPORARY STREAM S-7000 IMPACT (JURISDICTIONAL) PERENNIAL EXISTING EASEMENT (NO BUFFER IMPACT WITHIN EXISTING EASEMENT) • PROPOSED EASEMENT ZONE 1 DESIGNATION ZONE 2 DESIGNATION 0.00 0 0592-0046 DRAWN EJB 0 0.00 0 0 PROJ. MGR. BRL 0.00 0.00 0.00 0.00 0.00 0.00 50' 0 50' 100' 0.00 10.71 11.23 0.00 10.71 11.23 SCALE: 1"=50' (Horiz.) REFERENCE PLAN SHEET C7 CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER �APo IMPROVEMENTS LOWER WALNUT CREEK STREAM S-7000 IMPACTS DATE: MAY 2015 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED K0H CHECKED BRL PROJ. MGR. BRL SCALE M&C FILE NUMBER CU706 HORIZONTAL: GRANNG NUMBER 1.=50' VERTICAL: ST -5 NA STATUS: REHsioN STREAM S-8000 J 88 01 • . IIIII� '�� NE• w - :ww c / IN 183' 85 --INV.oLiT� 183.76 v M�IQM�C'REED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 F-1222 www.mckimcreed.com EASEMENT CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER �APo IMPROVEMENTS LEGEND: TEMPORARY ZONE ONE BUFFER IMPACTS 0 0 o TEMPORARY ZONE TWO BUFFER IMPACTS TEMPORARY STREAM S-8000 IMPACT (JURISDICTIONAL) INTERMITTENT EXISTING EASEMENT (NO BUFFER IMPACT WITHIN EXISTING EASEMENT) • PROPOSED EASEMENT ZONE 1 DESIGNATION ZONE 2 DESIGNATION N EUSE RIVER BUFFER AN D STREAM IMPACTS STREAMS -8000 ZONE 1(PERPINDICULAR) ZONE 2(PERPINDICULAR) STREAMIMPACT EJB DESIGNED SQ FT SQ FT WIDTH (FT) LENGTH (FT) PERM. (PROP. ESMT) 0.00 0.00 0 0 PERM. (EX. ESMT) 0.00 0.00 0 0 PERM. (TOTAL) 0.00 0.00 0.00 0.00 TEMP. (PROP. ESM-) 436.16 0.00 11.00 15.00 TEMP. (EX. ESMT& R/W) 0.00 0.00 7.21 43.26 TEMP. (TOTAL) 436.16 0.00 N/A 58.26 LOWER WALNUT CREEK STREAM S-8000 IMPACTS 50' 0 50' 100' SCALE: 1"=50' (Horiz.) REFERENCE PLAN SHEET C8 DATE: MAY 2015 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED K0H CHECKED BRL PROJ. MGR. BRL SCALE M&C n E NUMBER CU706 HORIZONTAL: GRANNG NUMBER 1.=50' VERTICAL: ST -6 NA STATUS: :Lj X50' CIT 0 RA EI H S ITARY S R EASE ENT M 197 PG. 70 STREAM S-9000 \ — _ 185-__��, 0, \ \ \ Fri i . 1a� au' MH #28 STA: 106 RIM: 196. JCn 1 m�� \ WOODS LINE SSM H CB Itvy�95.34 IN IN -185.10' CB 15 m SITTING ARE P 6� wBENCHESA �� \I V.OUT=185.0 NEUSE RIMER BUFFER AND STREAM IMPACTS STREAM 5-9" ZONE 1 (PERPINDICULAR] KDNE2 (PERPINDICULAR) STREAM IMPACT SQ FT SQ FT I W IDTH fn I U GfH ��\1111111/// 1�.•Q� ' .,'Y ff N = 030468 �'��s''••FNGINEE`� `p•��` // I/ ERI\- - LEGEND: TEMPORARY ZONE ONE BUFFER IMPACTS 0 0 o TEMPORARY ZONE TWO BUFFER IMPACTS TEMPORARY STREAM S-9000 IMPACT (JURISDICTIONAL) INTERMITTENT EXISTING EASEMENT (NO BUFFER IMPACT WITHIN EXISTING EASEMENT) • PROPOSED EASEMENT ZONE 1 DESIGNATION ZONE 2 DESIGNATION PERM. (PROP. ESTYT) 0.00 0.00 0 0 DESIGNED PERM. (EK ESTYI-i 0.00 0.00 0 0 PERM. (TOTAL) 0w OAO 0m 0.00 TEM P. ( P RO P. E SfvM 0.00 0.00 0-00 OLID 50' 0 50' 100' TEMP. i E X. E STv17 0.00 am 4-32 2L24 TEMP. (TOTAL) OAO 0 00 4.32 211.2 SCALE: 1"=50' (Horiz.) REFERENCE PLAN SHEET C9 v M�IQM�C'REED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 F-1222 www.mckimcreed.com CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER �APo IMPROVEMENTS LOWER WALNUT CREEK STREAM S-9000 IMPACTS DATE: MAY 2015 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED K0H CHECKED BRL PROJ. MGR. BRL SCALE M&C n E NUMBER CU706 HORIZONTAL: GRANNG NUMBER 1"=50' VERTICAL: ST -7 NA STATUS: :::i __j STREAM S-10,00 MH #36 STA: 135+24.47 RIM: 194.42 13500 , 790A \ �w II —� 795 V \ rn 00 nnin v F47FMFl` MH #37 STA: 137+42.10 RIM: 196.58 >9 JJMFi \ / RIM=199.58' INV IN=188.42' INV OUT=188.39' ��\1111111/// CA SEAT - 030468 i 7 •" � �'��s''••FNGINEE`� `p•��` E RI \ /'\TBAI �bt BENCH TIE IN 10' SWEETGUb1 LEGEND: ELE1-197.93' TEMPORARY ZONE ONE BUFFER IMPACTS \ 0 0 o TEMPORARY ZONE TWO BUFFER IMPACTS _ \ — — TEMPORARY STREAM S-10,000 IMPACT (JURISDICTIONAL) PERENNIAL EXISTING EASEMENT (NO BUFFER IMPACT WITHIN EXISTING EASEMENT) PROPOSED EASEMENT ZONE 1 DESIGNATION o \ — ZONE 2 DESIGNATION STREAM S-10,000 EXPOSED i iPE f TOP OF 54" RCP 192.80' N ELISE RIVER BUFFER AND STREAM IMPACTS STREAM S-10,000 ZONE 1 (PERPINDICULAR) ZONE (PERPINDICULAR) STREAM IMPACT SR FT SR FT WIDTH (FT) LENGTH (FT) PERM. (PROP. ESMT) 0.00 0.00 0 0 PERM. (EX. ESMT) 0.00 0.00 0 0 PERM. (TOTAL) 0.00 0.00 0.00 0.00 50' 0 50' 100' TEMP. (PROP. ESMT) 0.00 0.00 0.00 0.00 TEMP. (EX. ESMT) 0.00 0.00 11.37 24.71 TEMP. (TOTAL) 0.00 0.00 11.37 24.71 SCALE: 1"=50' (Horiz.) REFERENCE PLAN SHEET C12 v M�IQM�C'REED 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 F-1222 www.mckimcreed.com CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER �APo IMPROVEMENTS LOWER WALNUT CREEK STREAM S-10,000 IMPACTS DATE: MAY 2015 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED K0H CHECKED BRL PROJ. MGR. BRL SCALE M&C n E NUMBER CU711 HORIZONTAL: GRANNG NUMBER 1"=50' VERTICAL: ST -8 NA IL STATUS: REHsioN N W 156.25 * � 1 ,• 1 IL W 0.00 SIPHON INLET STRUCTURE PERM. (TOTAL) STA: 163+34.89 rL STREAM 00It� RIM: 2010 0.00 50' 0 50' 100' TEMP. (PROP. ESMT) 4768.95 LS MH #4 •, 1 _.,A• TEMP. (EX. ESMT) , 0.00 ;, , , •, I TEM P. (TOTAL) 4768.95 . - 32.61 MH #45 - .• ��I7+►��I�� C , _�`i. Tim f ♦ Ip�1��16"(REg =DI G.rr. a.w.rrrr....r... N W 156.25 * � 1 0Q 1 IL W 0.00 SIPHON INLET STRUCTURE PERM. (TOTAL) STA: 163+34.89 45.04 RIM: 2010 0.00 50' 0 50' 100' TEMP. (PROP. ESMT) 4768.95 LS MH #4 32.61 STA: 163+34.78 TEMP. (EX. ESMT) RIM: 199.68 NEUSE RIVER BUFFER AND STREAM IMPACTS Q'J 16400 ;'• E G ARKING LOT OF STREAM S-11,000 ZONE 1 (PERPINDICULAR) ZONE 2 (PERPINDICULAR) STREAM IMPACT SR FT SR FT WIDTH (FT) LENGTH (FT) ��\1111111//� \ D r 9ff 030468 //I/ ERI\-- o\ CORROGATED PLASTIC PIPE INv =195.00' LEGEND: TEMPORARY ZONE ONE BUFFER IMPACTS 0 0 o TEMPORARY ZONE TWO BUFFER IMPACTS 4 TEMPORARY STREAM S-11,000 IMPACT (JURISDICTIONAL) PERENNIAL EXISTING EASEMENT (NO BUFFER IMPACT WITHIN EXISTING EASEMENT) 18" RCP • PROPOSED EASEMENT ZONE 1 DESIGNATION ZONE 2 DESIGNATION * PERMANENT IMPACTS TO BUFFERS ARE LIMITED TO PROPOSED STRUCTURES. PERM. ( PROP. ESMT) 156.25 * 45.04 * 0.00 0.00 PERM. (EX. ESMT) 0.00 0.00 0 0 PERM. (TOTAL) 156.25 45.04 0.00 0.00 50' 0 50' 100' TEMP. (PROP. ESMT) 4768.95 3644.04 32.61 47.00 TEMP. (EX. ESMT) 0.00 0.00 0.00 0.00 SCALE: 1"=50' (Horiz.) TEM P. (TOTAL) 4768.95 3644.04 32.61 47.00 REFERENCE PLAN SHEET C14 4k- 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 F-1222 www.mckimcreed.com CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER IMPROVEMENTS LOWER WALNUT CREEK STREAM S-11,000 IMPACTS DATE: MAY 2015 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED K0H CHECKED BRL PROJ. MGR. BRL SCALE M&C n E NUMBER CU711 HORIZONTAL: GRANNG NUMBER 1.=50' VERTICAL: ST -9 NA STATUS: :::i _j 03 0 F m W Q cb m 0 N O WETLAND 100 " ' R " MH #32 ? . STA: 122+27.07 ` RIM: 195.44 12" CMP 120+00 _ 2.s5 — 421.f00. _ _ _ ._ 122+00 163+00 124+00 F'Q / 16'(REC) O IE -184.23 * / / 10'X20' TEMP. WETLAND 100 EESE�T°N LEGEND: TEMPORARY WETLAND IMPACTS 519.55 sf e Mga4&=D 1730 Varsity Drive, Suite 500 Raleigh, North Carolina 27606 Phone: (919)233-8091, Fax: (919)233-8031 F-1222 www.mckimcreed.com CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT LOWER WALNUT CREEK SANITARY SEWER �APo IMPROVEMENTS Northing Easting Welland Flag# 726495.7 2127068 1103 726474.6 2127058 W104 7ZE4,59-9 7177047 VV105 728434.3 2127037 W100 728516.9 2127061 W102 726541.2 2127063 W101 726.551.3 2127075 W112 776566-8 7177050 W111 726576A 2127U26 W11U 728566.1 2127009 W109 726556.1 2126962 W106 726408.3 2127066 W107 776503-4 717713E W121 726617.3 2127129 W122 726 6 22.1 2127128 W123 726&5& 2127106 W114 7286 6 7.1 2127115 W115 728E80.6 2127144 til',t116 726685.8 212717U W117 72601.5.6 21271 4 W118 728513.1 2127171 W119 728&04.3 2127151 W120 LOWER WALNUT CREEK WETLAND 100 IMPACTS _ SEAL —_ 030468 s •- ERIiti,�� 50' 0 50' 100' SCALE: 1"=50' (Horiz.) DATE: MAY 2015 MCE PROJ. # 0592-0046 DRAWN EJB DESIGNED K0H CHECKED BRL PROJ. MGR. BRL STATUS: REHsioN M&C n E NUMBER SCALE CU711 HORIZONTAL: GRANNG NUMBER 1.=50' VERTICAL: ST -10 NA STATUS: REHsioN Lower Walnut Creek Intercepor - PCN Impact Tables 2. Wetland Impacts Wetland ID Impact Number Impact Type Type of Wetland Forested? Type of Acres of Jurisdiction Impact W-100 W1 T Temporary Clearing Forested Hardwood Yes CORPS 0.01 W-100 W1 P N/A N/A N/A CORPS 0 Temporary impacts = installing the sewerline Permanent Impacts = 10' wide maintenance corridor. Temporary Impacts: 0.01 Permanent Impacts: 0 3. Stream Impacts Stream ID Impact Number Impact Type Stream Name Perennial or Intermittent? Type of Jurisdiction Average Width (ft) Impact Length (LF) 5-1000 S1 T Construction Corridor UT of Walnut Creek Intermittent CORPS & DWR 18 41 5-3000 S2 T Construction Corridor UT of Walnut Creek Perennial CORPS & DWR 12 168 5-4000 S3 T Construction Corridor UT of Walnut Creek Intermittent CORPS & DWR 8 10 5-5000 S4 T Construction Corridor UT of Walnut Creek Perennial CORPS & DWR 5 51 5-7000 S5 T Construction Corridor UT of Walnut Creek Perennial CORPS & DWR 11 11 5-8000 S6 T Construction Corridor UT of Walnut Creek Intermittent CORPS & DWR 9 58 5-9000 S7 T Construction Corridor UT of Walnut Creek Intermittent CORPS & DWR 4 21 5-10,000 IS8 I T I Construction Corridor UT of Walnut Creek Perennial CORPS & DWR 11 25 5-11,000 IS9 I T I Construction Corridor UT of Walnut Creek Perennial CORPS & DWR 33 47 Permanent Impacts: Temporary Impacts: 0 432 6. Buffer Impacts Stream ID Impact Number Reason for Impact Stream Name Mitigation Required? Zone 1 Impact (SQ FT) Zone 2 Impact (SQ FT 5-1000 61 T Construction Corridor UT of Walnut Creek No 1775.13 1115.71 5-3000 B2 T Construction Corridor UT of Walnut Creek No 631.6 0 5-4000 B3 T Construction Corridor UT of Walnut Creek No 418.67 0 5-7000 B4 T Construction Corridor UT of Walnut Creek No 71.03 0 5-8000 B5 T Construction Corridor UT of Walnut Creek No 436.16 0 5-11,000 B6 P Maintenance Corridor UT of Walnut Creek No 156.25 45.04 5-11,000 B7 T Construction Corridor UT of Walnut Creek No 4768.95 3644.04 Total Buffer Impacts: 8257.79 4804.79 Upper Walnut Creek Interceptor Disturbed Area 26,51 Acres Existing Cleared Area 20.94 Acres Additional Easement 9.26 Acres L�Additional Cleared Area 5.57 Acres k •, ea� ' • �'i �'f 3 '+ At _ 1 • " to �t lrL of S-22,000 '�. S-17,000 {W-22,000 Pyr k _,`•� l € - S-24,000 _ S-16,000 W-24,000 W-21,000 • n -- ` t S-15,0004 - ] W-20,000' ; + + S-25,000 1! •••. ..CS ,I11 25 • W-26,000 i '_ ~r —r ` • - _'*; 4 'a`�- N �F* W E i#�'•-Y 5 S ` AV f S-14,0001 S-13,000 r! •',f `f+► S-12,000 '' i 1 :^ �! _/''ori + a , ■ * ■ 11 Lt,+' ~h 4111 ut. W-23,000 �� L r i - W-19,000 '1uwi '" +, W-18,000 1 �M . w Q JI NN r r +-r Legend ! .•v * 1 k _ Existing Interceptor 0 500 1,000 2,000 3,000 � Feet Total Disturbed Area r Upper Walnut Creek Interceptor KHA PROJECT NO.: 011063076 Kimley)))Horn Map 1 MODIFIED BY: CPM City of Raleigh, NC Date: 10/18/2016 Y \ INV IN: 191.93 \ \ INV OUT: 191.93 LEGEND 01-0-0-0- 0OO - \ SSS\ STREAM S-13,000 EPHEQ't=RAL - NON-BUFFERED- STREAM ON-BUFFERED STREAM S-12,000 PERENNIAL o � WOODS ell V — — ° °° O °\ 202 p- 24" OAKJ� 0clq 20" OAK D.I. 24"RC WOODS TOP 203.82 INV 1 INV 200.45 °0000 000 Z�s� —202- — CONC. ° --203 -203 \�� S204 - �\ -_` RIPRAP + i 30" PINE CONC. - 204- s � IIVHSd d� SSS\ 24"CONC. NOW OR FORMERLY CURB & GUTTER EX SM 143909 / RALEIGH CITY OF FN RIM:204.88 20 PIN: 1723320892 INV IN: 199.89 PO BOX 590 INV OUT: 199.81 206 — J �—= 207 BENCH MARK: 15" OAKJ / 207 I 60d NAIL IN BASE OF SPEAKER POLE \ _ EL. 206.37 12" OAK " " ASPHA _ �26 OAK 26 OAK NEUSE RIVER BUFFER AND STREAM IMPACTS - S-12,000 STREAM ZONE 1 (PERPENDICULAR) ZONE 2 (PERPENDICULAR) STREAM IMPACT SQ FT SQ FT WIDTH (FT) LENGTH (FT) PERM. (PROP. ESMT) 0 0 0 0 PERM. (EX. ESMT) 0 0 0 0 PERM. (TOTAL) 0 0 0 0 TEMP. (PROP. ESMT) 0 0 10 20 TEMP. (EX. ESMT) 0 0 8 40 TEMP. (TOTAL) 0 0 - 60 TEMPORARY ZONE ONE BUFFER IMPACTS TEMPORARY ZONE TWO BUFFER IMPACTS TEMPORARY STREAM IMPACT (JURISDICTIONAL) EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN EXISTING EASEMENT) PROPOSED EASEMENT ZONE 1 DESIGNATION ZONE 2 DESIGNATION GRAPHIC SCALE IN FEET 0 20 40 80 NEUSE RIVER BUFFER AND STREAM IMPACTS - S-13,000 STREAM ZONE 1 (PERPENDICULAR) ZONE 2 (PERPENDICULAR) STREAM IMPACT SQ FT SQ FT WIDTH (FT) LENGTH (FT) PERM. (PROP. ESMT) 0 0 0 0 PERM. (EX. ESMT) 0 0 0 0 PERM. (TOTAL) 0 0 0 0 TEMP. (PROP. ESMT) 0 0 0 0 TEMP. (EX. ESMT) 0 0 0 0 TEMP. (TOTAL) 0 0 0 0 Li Of D- 0 ;r! w V) Y i V D.I. WOODS TOP 203.82 INV 200.45 )2\— CONC. -203 -A-A204— - --,I- 1 I I I -- 41 R -Am Flamm. �— 206 �—�-207 207 )AK 26" OAK 26" OAKJ N NUW UK rUKMr-MLl \ TOMLISON, OLA MAE PIN: 1723220543 1313 LONDONDERRY CIR \� EX 10' EASEMENT NgRl OR/FORMERLY \ RIGA'S, WILBUR \ PIN:\ 1723129576 \ 309 LONDONDERRY CIR STkEA S-14 00\ \ P NIAl \ \ INV 197.88 19,0 -A ASPHALT WALK `0./1_ ► ZONE 2 (PERPENDICULAR) STREAM IMPACT \V�� SQ FT SQ FT WIDTH (FT) s ONE — G STORY G' \ r ^7 / WOOD BRICK GO j - ` <20g r '' RAIL DWELLING 9 / •c � 20" PINE 22" F 0 �21 i +� ' 6" APLE n'�_ 2 pdHo- 0 TEMP. (PROP. ESMT) 0 950 8 21 TEMP. (EX. ESMT) 0 0 209 / TEMP. (TOTAL) 1302 950 - 64 BENCH MARK: 2" CP \ \� o/ NE 60d NAIL IN BASE \ ° � TOP 19 .31 STORY \ \ \ � N OF PP #RED 70 N \ ° ° \\ FRAME DWELLING EL. 209.87 EX SM 146826 WOOD S ED RIM: 208.71 O INV IN: 198.18 \ L \ 12" GUM INV IN: 197.96 �� / �• •o ��12" GUM / INV IN: 194.61loll 15" GUM INV OUT: 194.59 � 18" POPLAR \ NOW OR FORMERLY OW OR FORMERLY c \ \ S NO, PORFIRIO GUITIERREZ, PIN: 17231296k�ERSO JERRY A JAMERSON, NANNIE1�o 1 5 LONDONDERRY CIR PIN: 1723128611 1301 LONDONDERRY CIR � N \ /l000l Y, ��" j Ii p � \ �� \ \ 20co 2 co \ \ lu1 co EX CITI� OF RAL�IGH \ \ o\I c'o 40' SANI ARY SE „a o o OOZ01 02 `:��V EASEMEN �o NOW OR FORMERLY -2 2 / I JUSTICE, ALBERT JUSTICE, FLORINE E 1 15"RCP I N \ PIN: 1723127780 20Q2O3 / INV 200.25 \ \ \ PO BOX 14909 \ / CONC. HEADWALL \ \ S 138556 RI / RIM: 204.27 \ INV IN: 197.37 / \ IN IN: 198.23 ?\ � peIJV IN: 194.33 \ \ �V OUT: NOW OR ONC. BLOC RETAINING AAL-ANUBIAIMHOTEP ALL PIN' 17 NEUSE RIVER BUFFER AND STREAM IMPACTS - S-14,000 STREAM ZONE 1 (PERPENDICULAR) ZONE 2 (PERPENDICULAR) STREAM IMPACT SQ FT SQ FT WIDTH (FT) LENGTH (FT) PERM. (PROP. ESMT) 0 0 0 0 PERM. (EX. ESMT) 0 0 0 0 PERM. (TOTAL) 0 0 0 0 TEMP. (PROP. ESMT) 1302 950 8 21 TEMP. (EX. ESMT) 0 0 13 43 TEMP. (TOTAL) 1302 950 - 64 GRAPHIC SCALE IN FEET 0 20 40 80 TEMPORARY ZONE ONE BUFFER IMPACTS TEMPORARY ZONE TWO BUFFER IMPACTS TEMPORARY STREAM IMPACT (JURISDICTIONAL) EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN EXISTING EASEMENT) PROPOSED EASEMENT ZONE 1 DESIGNATION ZONE 2 DESIGNATION w N LLU cn I— wa- flf 12 U — � O � O O J 4- cn Of I I f LJ g �w �af I— cn C Lm 0 Y -Cr1,70 100 — ISI�'TC \ 0� v�/�v� mac, d >� p J'6 �o I o '� 1 Lo � 01, pd 00 °0 1 S�� L �� 6'� / I CON o o�J' J'Q o �� d DR. o y o c9 No 0 0C, 0 U cv ��-7 3 of \\ s°��,��JLo o�� K-01 Ic-A 01 Q Ld m °' I Qpmo �--- — — -- 0 06 I c° w O �� 61 `� �ti°d STREAM S-15,000 �- y� o% �, � X7 36" OAK �( —� °o ° INTERMITTENT dv�do �o 00 08� \ — — o \ — o dool SS' o000_207'0� �'-- I � �'d 10" OBJ 22" PINE I � Od \ J, 12" SYCAMORE d °d'-6 _-----u'o°ter >d doy �---------u 1 \ y> O�d9 'mod IP 6- 1 \ ddd�dp�d o`n I Ods orb o / v> O2 >p 6 c, dz- GRAPHIC SCALE IN FEET \q'r 0 20 40 80 (o \� NEUSE RIVER BUFFER AND STREAM IMPACTS - S-15,000 STREAM ZONE 1 (PERPENDICULAR) ZONE 2 (PERPENDICULAR) STREAM IMPACT SQ FT SQ FT WIDTH (FT) LENGTH (FT) PERM. (PROP. ESMT) 0 0 0 0 PERM. (EX. ESMT) 0 0 0 0 PERM. (TOTAL) 0 0 0 0 TEMP. (PROP. ESMT) 1218 800 6 21 TEMP. (EX. ESMT) 0 0 5 53 TEMP. (TOTAL) 1218 800 - 74 LEGEND TEMPORARY ZONE ONE BUFFER IMPACTS O 1-0-0-0-q TEMPORARY ZONE TWO BUFFER IMPACTS TEMPORARY STREAM IMPACT (JURISDICTIONAL) EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN EXISTING EASEMENT) PROPOSED EASEMENT ZONE 1 DESIGNATION ZONE 2 DESIGNATION w U LL- cn I- yowa- ry'5 U — 0 J Ln cn � I Of wg a- ww cn r, ID 0 0 i i Y 6�pv -o O; C�l \ � STREAM S-16,000 PERENNIAL r --R" OAK O0O�O --- SOO 0 00 0 11 o i�4 O N 0�0 N ! /12" OAK -6" OAK 36 N -- N i, -209 0 Voo � OHO Sd OM otiti�`a o 0" CEDAR-\ 10" CEDAR PINE 10" CEDAR � O G �0 �0 27 _ _ 0 _ - I ,2p8 CONC. DR. N 211 o �o Ir 15, i • � ' � 24" BIRCHVyKV I 0 0 3fa CU moe ZOS- - r +2 PINE .-24--A 4ASA5H p'�y�\� No \ c Cil CSO NOW OR FORMERLY L) �0��6��00��0 BLUE RAM MOUNTAIN LLC O �� O PIN: 1713739345 14460 FALLS OF NEUSE RD STE 149-325 NEUSE RIVER BUFFER AND STREAM IMPACTS - S-16,000 STREAM ZONE 1 (PERPENDICULAR) O STREAM IMPACT 8" PINE SQ FT WIDTH (FT) " GUM 30N33 ANI NIVHO ,-V 415 _-- S OOMo 212-J 0 S---� S - i 211--- O0O�O --- SOO 0 00 0 11 o i�4 O N 0�0 N ! /12" OAK -6" OAK 36 N -- N i, -209 0 Voo � OHO Sd OM otiti�`a o 0" CEDAR-\ 10" CEDAR PINE 10" CEDAR � O G �0 �0 27 _ _ 0 _ - I ,2p8 CONC. DR. N 211 o �o Ir 15, i • � ' � 24" BIRCHVyKV I 0 0 3fa CU moe ZOS- - r +2 PINE .-24--A 4ASA5H p'�y�\� No \ c Cil CSO NOW OR FORMERLY L) �0��6��00��0 BLUE RAM MOUNTAIN LLC O �� O PIN: 1713739345 14460 FALLS OF NEUSE RD STE 149-325 NEUSE RIVER BUFFER AND STREAM IMPACTS - S-16,000 STREAM ZONE 1 (PERPENDICULAR) ZONE 2 (PERPENDICULAR) STREAM IMPACT SQ FT SQ FT WIDTH (FT) LENGTH (FT) PERM. (PROP. ESMT) 0 0 0 0 PERM. (EX. ESMT) 0 0 0 0 PERM. (TOTAL) 0 0 0 0 TEMP. (PROP. ESMT) 1200 800 7 20 TEMP. (EX. ESMT) 0 0 10 45 TEMP. (TOTAL) 1200 800 - 65 �o a, 00 D v0 4 C D - N�� z O X D � 0 IO cf) C7 6titi �PE ld 24" OAK - CONC. DR. GRAPHIC SCALE IN FEET 0 20 40 80 TEMPORARY ZONE ONE BUFFER IMPACTS TEMPORARY ZONE TWO BUFFER IMPACTS TEMPORARY STREAM IMPACT (JURISDICTIONAL) EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN EXISTING EASEMENT) PROPOSED EASEMENT ZONE 1 DESIGNATION ZONE 2 DESIGNATION w C� L.L- w a- U - � O 0 J CO � I rr cn LTJ :2 0 ow �af cn Y / O 5 tiA 1-6 WILLOW a`p / / �/ / /cp \\ \L \ \ MYRTLE ,�� p� p �d��d�'\� M YR TLE.�/ / G� / /'pL �,�.N� \ °cil ol- 18" PINE /moo 41 36 SYCAMORE p`�209 36 OAK �t �° 1,�'�'��d0 �° Q r�r\\ ''.►cam / / I / Nl NEUSE RIVER BUFFER AND STREAM IMPACTS - S-17,000 STREAM ZONE 1 (PERPENDICULAR) ZONE 2 (PERPENDICULAR) STREAM IMPACT SQ FT SQ FT WIDTH (FT) LENGTH (FT) PERM. (PROP. ESMT) 0 0 0 0 PERM. (EX. ESMT) 0 0 0 0 PERM. (TOTAL) 0 0 0 0 TEMP. (PROP. ESMT) 0 0 7 20 TEMP. (EX. ESMT) 0 0 10 13 TEMP. (TOTAL) 0 0 - 33 � STREAM S-17,000 INTERMITTENT — NON—BUFFERED GRAPHIC SCALE IN FEET 0 20 40 80 LEGEND TEMPORARY STREAM IMPACT (JURISDICTIONAL) — — EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN EXISTING EASEMENT) — — — PROPOSED EASEMENT W C.� LL_ L LJ Q � O L TO i `off Y U W z N N Q U W N as wo as In 90 __j U 3Y �o 0 F wm J J U o� z0 w� N 3 O aw �m a_j w= N � U oz JN w oQ U w0 00 z Q W �o �z �a z wX UO >_ L� La N J W Y O Z m w �o zQ z0 Qa Wo zz ws wa = N a0 W = t- F- zZ) W Q U) W z w W a� v)af z3 0 w� 00 X: o� z wZ L: Lu w� UL) Z U 00 U0 W N X:z _0 3w U =a �W 0� �af w �d w it Zs 0 0 0 Z W �0 Y 3 � E I 20", PINE 'INE I 118" PINE PINE 15" PINE .214\ IOOD _ 1 '\'5 =i\77 -'inO ^N 'Nl AN/ 'NI ANI le :Pvla WS X3 - 1001 BELMONT DR NOW OR FORMERLY JOHNSON, MALCOLM J JOHNSON, PHYLLIS A B PIN: 1713732084 1005 BELMONT DR OPO 'ON00 99'-blZ 'Ud re SL08# dd d0 3Sb8 NI 11bN P09 :M8VVV HON38 CEDAR c / I'N I 1 N` N I IIIII�I 80 1NOW138 6001 LL6ZZL2lL l :Nld VN03 \\ �� S 1183WNOd 80 MOW \2>�, \� � • 2� \ E2p 2O2\ 0.2 FA CD 00 2vb SOOOM i'� I / / I 1 0 WC -6 Pi'Ie�7 WC -4 / W WC -3 �I 9 -lo' -WETLAND 18,000 / OZ :N�o N� NI WI21 / SIZI S X3 WC -2 WC -1 NORTHING EASTING WETLAND FLAG # 732873.73 2117358.15 WC -1 732917.19 2117376.03 WC -2 732936.59 2117389.64 WC -3 732960.26 2117399.04 WC -4 732980.90 2117400.94 WC -5 733003.52 2117415.33 WC -6 99'10Z 98'lOZ :Nl ANI NI 60'clZ :nja � L-1'8Z2L WS X3 GRAPHIC SCALE IN FEET 0 20 40 80 NEUSE RIVER BUFFER AND WETLAND IMPACTS - 18,000 WETLAND ACRE SF PERM. (PROP. ESMT) 0.03 1363 PERM. (EX. ESMT) 0 0 PERM. (TOTAL) 0.03 1363 TEMP. (PROP. ESMT) 0 0 TEMP. (EX. ESMT) 0 0 TEMP. (TOTAL) 0 0 LEGEND PERMANENT WETLAND IMPACTS (CONVERSION) EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN EXISTING EASEMENT) PROPOSED EASEMENT 0 c 0 O� 0 T 0 m E 0 LO N 0) I 0 N 0 0 Y N3W3SV3 1 31db W " "` i Nld OVNIVdO Al 83waoll dd� Mon O1 X3 NVl1N'V8o g1Z,7 2292121 :Nld 1183 `Xno8io 31s 'xno8io Nd03 80 MON )OM/ :1nO AN/ 3alM Z�,70,7 :NI ANI 056'60,7 :Wlci 0018 1 1'Sb2,71 WS X3. a00M M 30" MAPLE i bd RCP�L�� — •0NOO L11 Og _ ;DOOM/ 2 QVd i" HICKORY 4" TREE 3OV�I01SONVO/ N3dO dJAV 1 •" 'awvdU3 80 M �112i3W2i3 11HM O N 0 ('JO MON 1 I I I 3OVN Vaal 1 L OZ X3 I 1 3 I I00 I I 1S NI1dVW 3 SL I 66'10,7 t8002Z21Z 1 :Nld I 1 0£ s0Z N�ANI 0 ANI nn o 3Wb s3Wbr 'N(J3Hlnos I ' OF',7O,7 :NI ANI A�1 13n8o_j 3�b18 ' 1 80'Ll,7 :Wla / 80 MON I ONOO 1'89911 WS X3 18" PINE 5" OAK I ale 20" PINE ' DOOM 21p 10" GUM 25 TREE 518 A HPINE I 8" MAPLE 5" TREE 20" PINE 18" PINE 5" TREE 12" PINE I I O -V; x-209— — — — — _ _ 3ON3j ANII 15" PINE I 'ON( 2„RCP 1�S000M� , NIVHO ��/� 99't ---SS S "Rll(cpT` — _ /� 14 �/ii'i'� —- 214- (1 \ Id b SS TR�— o 7-10” DOGWOOD—_ 1 SODOM _212= _ 211 I \ \ i' 6" TREE o _ _210. --209-- ?71 , 83M3S 1N3W3SV3 _ _ _— — 208- �8V 11NVS 01, AdONVO/ \ 2 \ "0'3'"1110 30 \ X3 3OV�{O1S N3dO STREAM S-19,000 Loz \( EPHEMERAL — NON—BUFFERED Ino ANr Z8'LOz :NI ANI I \0 "o, \ X6.91,7 :pvla 1'98tZL WS X3 \ 7 NEUSE RIVER BUFFER AND STREAM IMPACTS - S-19,000 STREAM ZONE 1 (PERPENDICULAR) ZONE 2 (PERPENDICULAR) STREAM IMPACT SQ FT SQ FT WIDTH (FT) LENGTH (FT) PERM. (PROP. ESMT) 0 0 0 0 PERM. (EX. ESMT) 0 0 0 0 PERM. (TOTAL) 0 0 0 0 TEMP. (PROP. ESMT) 0 0 0 0 TEMP. (EX. ESMT) 0 0 0 0 TEMP. (TOTAL) 0 0 0 0 GRAPHIC SCALE IN FEET 0 20 40 80 LEGEND TEMPORARY STREAM IMPACT (JURISDICTIONAL) — — EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN EXISTING EASEMENT) — — — PROPOSED EASEMENT yu wa- o U — � O O _j 0-) � I cn Of LJ LIJ U w� Z)N W d' Q U W N as W 0 as 3In z0 __j U 3Y �o 0 F wm J J U z0 a= w� N 3 �m CL _j, w= = N H � U Oz JN W oQ U w0 00 zQ w zo ZZ �a z wm UO L� W N J W Y 0 Z w �o Of (nl< zQ zQ as N O <z z w0 wa = N 00 w= t- F- zZ) (a wz �w a� v)af z3 0 w� 00 x o� z �z aw w� U� z U 00 U0 W N X� X:Z _o 3W U =a LW 0w R� w �d w it Zs 0 0 Z Z L, �o Y ;O +fib I I �0 <�p -f ti9��°° NIn I dO lb (y >b bti,> WIDTH (FT) �,�� ti y d'o >>/0/1/o O-ff y041 ",g X12" MAPLE 2/9. 0 0 .r 0 PERM. (EX. ESMT) 0 S'O (�O ° 0 PERM. (TOTAL) 0 V-0 'LOJ 13" MAPLE" 9� vy��OJ ll �, > I I II 3 � go 60 UGE _4,0- 0 - (Oo01 �",or -1,�9O� s• � I C-) �� -2,9 ; O �a°`l I J � 2 BENCHS -4 = 5_'Cpp / T►v �v2 Qv 218' \ 21 o� N J'O 7" TREE c%y10 \ ! +> r �y �Oboe +fib I I �0 <�p -f ti9��°° STREAM IMPACT I dO lb (y >b bti,> WIDTH (FT) �,�� ti y d'o >>/0/1/o S �9 I � 11 13" OAK I 4 WILLOW Ov Q a 215 —,/-/\ 12 OAK S �/ r, 274 - NC,v �\ (1�ry STREAM S-20,000 PERENNIAL .y `S19 b bGji j lv; NEUSE RIVER BUFFER AND STREAM IMPACTS - S-20,000 STREAM ZONE 1 (PERPENDICULAR) ZONE 2 (PERPENDICULAR) STREAM IMPACT SQ FT SQ FT WIDTH (FT) LENGTH (FT) y d'o >>/0/1/o I I '°+ II PERM. (PROP. ESMT) 0 0 0 0 PERM. (EX. ESMT) 0 0 0 0 PERM. (TOTAL) 0 0 0 0 TEMP. (PROP. ESMT) 2491 1283 15 24 TEMP. (EX. ESMT) 0 0 0 0 TEMP. (TOTAL) 2491 1283 - 24 1, 9 'y I 19 ,g dp y d'o >>/0/1/o I I '°+ II IWARANAlm • • • • GRAPHIC SCALE IN FEET 0 20 40 80 TEMPORARY ZONE ONE BUFFER IMPACTS TEMPORARY ZONE TWO BUFFER IMPACTS TEMPORARY STREAM IMPACT (JURISDICTIONAL) EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN EXISTING EASEMENT) PROPOSED EASEMENT ZONE 1 DESIGNATION ZONE 2 DESIGNATION w 00 C� V= wa- ry'5 U — � O � O O <o (n W :2 W af cn Y 3" OAK • 22" OAK \ \ poy \ 3" OAK 22" POPLAR 18" POPLAR 4" CHERRY \ 15" \ 12" TREE WE -5 ap�� WE -4 d S 1 0 \ WETLAND 21,000 \- WE 3 lly�Id� WE -2 \ s�0 avb NEUSE RIVER BUFFER AND WETLAND IMPACTS - 21,000 WETLAND ACRE SF 2115803.47 ��'�, • vo v 733714.61 PERM. (PROP. ESMT) 0.05 2043 PERM. (EX. ESMT) 0 0 PERM. (TOTAL) 0.05 2043 TEMP. (PROP. ESMT) 0 0 TEMP. (EX. ESMT) 0.004 225 TEMP. (TOTAL) 0.004 225 9!c� a-,bv (yo ,o% p`v� yU�"o 18" PINEj b,L �)° yoti/> y \ 18" OAK ��0 b!y \ 14" PINE 0 2jo p0 O� \� �''� o LUNAR DRIVE 50' PUBLIC W167 9f9�(b PER BM 19 PG 8o! � jS� Sib o /j,' 62 ! c��Lpis\ o �� 216• ;'8 �.� 'v foo 'L/ \ + % k \I�r� NOW OR LEACH, Lll hudson, PIN: 171 C/O MAR) �j oys 1�14IB- A >>/�� Ooo ys�d S .yo�l g O 44 ".oa -17 GUM p 3" POPLAR �� 09�6� + op 6 6 9 0 oo yam! d y / -MYRTLE / o<'h.1,- d0 12" POPLARI, �jo+ k �13" M�APLE�' LEGEND NORTHING EASTING .fid/ '61 �" �Z'--� � 2115803.47 ��'�, • vo v 733714.61 09o.o NORTHING EASTING WETLAND FLAG # 733739.89 2115803.47 WE -2 733714.61 2115838.59 WE -3 733655.06 2115869.07 WE -4 732960.26 2117399.04 WE -5 GRAPHIC SCALE IN FEET 0 20 40 80 PERMANENT WETLAND IMPACTS (CONVERSION) TEMPORARY WETLAND IMPACTS EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN EXISTING EASEMENT) PROPOSED EASEMENT w �rn C� cn Y ~ W U W Q f1fa_ U � Z0 J Q� N of wz a- a - (o 0 w Q� D � 0 Y `!� \ y AG zj� 40 6O°�� ? �� s��r 5" TREE r, r�'Li 7,y r �ljJ ,yrs STREAM S-22,000 I00 PERENNIAL N" 212 cn N, pop �- K� 0 p°Ooo�+N° 0 00000 0000 l ^y 42 I I t� p N — ^ �V / Ip ppppOo / N N I N N / pogop0000po °�p m-- -212- N N N I d I ".. ��N o N 16" MAPLE \ Oo cN �� •�+„� / = ' mac; 04' Oti'� 4 0 �� // / / ' ' •y / p ,D� .�0� 3" OAK 00 22" OAK G'o ok \ 3" OAK o 22" POPLAR 18" POPLAR A", 1 \ 4" CHERRY 12" TREE o�61 NEUSE RIVER BUFFER AND STREAM IMPACTS - S-22,000 STREAM ZONE 1 (PARALLEL) ZONE 2 (PARALLEL) STREAM IMPACT SQ FT SQ FT WIDTH (FT) LENGTH (FT) PERM. (PROP. ESMT) 0 0 0 0 PERM. (EX. ESMT) 0 0 0 0 PERM. (TOTAL) 0 0 0 0 TEMP. (PROP. ESMT) 4863 2710 13 32 TEMP. (EX. ESMT) 0 0 12 225 TEMP. (TOTAL) 4863 2710 - 257 GRAPHIC SCALE IN FEET 0 20 40 80 TEMPORARY ZONE ONE BUFFER IMPACTS TEMPORARY ZONE TWO BUFFER IMPACTS TEMPORARY STREAM IMPACT (JURISDICTIONAL) EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN EXISTING EASEMENT) PROPOSED EASEMENT ZONE 1 DESIGNATION ZONE 2 DESIGNATION w CD cn C� cn wQ wa- a- 7-7 0- 0 0-0 0 0 < N cn LJ W a- W D� cn C Lm Y Y yy�a^�212— cN-w WETLAND 22,000 / I I \` so (�� • 00* I 'rte �. WE -8 -oma �2�2�Opp Nis � Nvv �I. / ERCP N1� 212 F4 212,,/ WE -9 -211 WE -6 I - 212 „ �Jti 16 MAPLE \ Spa ��U., CIO � N ` Oppp R �� , ti �ti 3" OAK o / ti / / ) o '!'� 22" OAK / o° 00 �n��j ry ; �o �oa� oo°� a� 04i \ 3,. OAK .,� \tea �'� �� °�� \ 22 POPLAR Yy\o+ 18" POPLAR j//// / as o 4 CHERRY 12" TREE) Lo \ WE WE -10 WETLAN WE -11 a` / + Cb NEUSE RIVER BUFFER AND WETLAND IMPACTS - 22,000 WETLAND ACRE SF 2115750.99 WE -6 733865.78 PERM. (PROP. ESMT) 0.20 8716 PERM. (EX. ESMT) 0 0 PERM. (TOTAL) 0.20 8716 TEMP. (PROP. ESMT) 0 0 TEMP. (EX. ESMT) 0.42 18549 TEMP. (TOTAL) 0.42 18549 LEGEND NORTHING EASTING WETLAND FLAG # 733901.06 2115750.99 WE -6 733865.78 2115757.20 WE - 733851.39 2115410.70 WE -8 733781.64 2115419.28 WE -9 733689.83 2115351.47 WE -10 733638.97 i 2115308.43 WE -11 GRAPHIC SCALE IN FEET 0 25 50 100 PERMANENT WETLAND IMPACTS (CONVERSION) TEMPORARY WETLAND IMPACTS EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN EXISTING EASEMENT) PROPOSED EASEMENT w U cn Y ~ W U W Q 0' a_ U � � p z0 J N � N wz �g �w Y -R JR :A to Y L G AY Y NOW OR FORMERLY BA PINT 171130437496 NYA NA 18014 SHERMAN WAY APT 231 a Hca oti / / / / ' /" a a'� ° 4 a° ^ate ��° "'�� o y Q`° V ti V WE -15 ��aotio � a^ L I 1 • �I / o� �o� 1 .1, • / / a�°+'� +00� I - '2A S SS r PVC _ 1� ��. 20'CO N� I /¢ WETLAND 23,000 a d pWE-1 6 IN N0- F� �� ati� � RMERLY D NOW OR FORMERLY I S '�'�S, LA ANDA 214 U' BROWN, OLIVER W 1713437294 BROWN, SANDRIA J 840 NIGHTSHADE WAY PIN: 1713437224 p° S/ / �/ // cam- '?� •�+") 836 NIGHTSHADE WAY f G'VO4' ��Orn��00� tib/ ��2>>�Vv04 NEUSE RIVER BUFFER AND WETLAND IMPACTS - 23,000 WETLAND ACRE SF EASTING FLAG # 733380.82 PERM. (PROP. ESMT) 0 0 PERM. (EX. ESMT) 0 0 PERM. (TOTAL) 0 0 TEMP. (PROP. ESMT) 0 0 TEMP. (EX. ESMT) 0.005 227 TEMP. (TOTAL) 0.005 227 LEGEND. GRAPHIC SCALE IN FEET 0 20 40 80 TEMPORARY WETLAND IMPACTS EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN EXISTING EASEMENT) PROPOSED EASEMENT cn Y ~ W U W Q f1f a_ U � Q Z -i Q N D_' Wz ag a- � W U W z pN W wQ U W N as W 0 ii a 30 x_j U 3Y �o 0 F wm J J U 0 �— zD Qo x W N3 O aw Q�m CL J W 2 Z: N � U OZ J N w Z ¢ 0 U W O 0 N Z Q Zz z Lna z wclf U O L� W N J O Y z m W �I-- zQ z0 Qa cn 0 <z zz w0 wa = N 0 0 �-x zZ) wQ (n wz Ww d1:: u)ce z3 0 w� 0o x OF z3 a wZ aw W � U0 Z U 00 (-)0 W N 2 2 H H � Z 0 3w U F2 Q WW 0Of �ce w CL z0 ww n� 0 0 0 Z �o WETLAND NORTHING EASTING FLAG # 733380.82 2115024.15 WE -15 733283.77 2114997.24 WE -16 GRAPHIC SCALE IN FEET 0 20 40 80 TEMPORARY WETLAND IMPACTS EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN EXISTING EASEMENT) PROPOSED EASEMENT cn Y ~ W U W Q f1f a_ U � Q Z -i Q N D_' Wz ag a- � W U W z pN W wQ U W N as W 0 ii a 30 x_j U 3Y �o 0 F wm J J U 0 �— zD Qo x W N3 O aw Q�m CL J W 2 Z: N � U OZ J N w Z ¢ 0 U W O 0 N Z Q Zz z Lna z wclf U O L� W N J O Y z m W �I-- zQ z0 Qa cn 0 <z zz w0 wa = N 0 0 �-x zZ) wQ (n wz Ww d1:: u)ce z3 0 w� 0o x OF z3 a wZ aw W � U0 Z U 00 (-)0 W N 2 2 H H � Z 0 3w U F2 Q WW 0Of �ce w CL z0 ww n� 0 0 0 Z �o Y .. 30" CONC. CURB & GUTTER C\ \ \ 04 04N �22s (5% \ \\ 4 �v y « X08 .JO WO110' 9L'bZZ d01 10 ' \ L L'tZZ '13 08 VON# dd 30 1 3SV8 NI IIVN P09 TO�PT�2 4.2d8vrq HON38 �Nd S F BOX 215.42 83M3 at LIN S of, H�I d0 I_� �■ �' ijtFF, V cry I � \ o \\\ \\\\\ I NS II I cie \(NMONANO S3dld 30 cf) N11aC' 03I`SI�{8.30 I I 0 lln-, `QNISSIW 4115 � STRE (03NOQNbBy)L H d l S-24,0 0�I I S PERENNIIAL I T(3NIl 0NV113 3M I ,S L 5 L 1 I I I i_ 415 2� 215 N \ — SS _ S 4 "RCP _ ry I�N� 1� \ l6 OZ I V06'.:Ix,30 03 N LZ 0 Vee C�Cx N I 4 � h� N .ti�� IN \\ • ?j4 X a 30" CONC. YY�r ��A w LL�� CURB & GUTTER 011dO d381d '60Z S3.J AN S000M \ dWO„vZ 30” CONC. \ t•ZcZ 9'66l CURB &GUTTER \ \ A313 3�IIM LZ•LN30 ANI \Z- 1 1S3M01d WS X3 1N3W3SV3 9c'90e :1f10 ANI 30VNIV8O OZ'OLZ :NI ANI \ \ 1N3NVPV83d X3 LO'LLZ :NI ANI \ LS'SOZ :NI ANI 27L'8LZ :WId 069LS1 WS X3 i I - I _ I I NOW OR FORMERLY 1N3W3SV3GREENE, SHARON NdMd SIM3l02PIN: 1713436432 H0131bd 8� NIGHTSHADE WAY JO •1110 � I (3NIl SGNVl13M) 3M Zc llZ'1N(' NOW OR FORMERLY L6'L t,7;WLOWNDESV OWNDES,RISTOPHER REBECCA JR V069LS1 W; PIN: 1713436346 828 NIGHTSHADE WAY I \ NOWOORiFORMERLY S OOLEP ,dPAMELA L SCHOOLER, REUBEN G 1 832NIGHTSHADE HADE 6WAY \�\ 9 S00NOW 0M B 01 \� BRON PIN: U \ \ss \ '220- 836 NI l9'CZZO:WI�1 Wr10 BLZLCVI 3SV8«1 d0 \ WS X3 NI IIVN P09 \ \ \ ''qdMW HON38 \ NEUSE RIVER BUFFER AND STREAM IMPACTS - S-24,000 STREAM ZONE 1 (PERPENDICULAR) ZONE 2 (PERPENDICULAR) STREAM IMPACT SQ FT SQ FT WIDTH (FT) LENGTH (FT) PERM. (PROP. ESMT) 0 0 0 0 PERM. (EX. ESMT) 0 0 0 0 PERM. (TOTAL) 0 0 0 0 TEMP. (PROP. ESMT) 1201 850 20 20 TEMP. (EX. ESMT) 0 0 9 40 TEMP. (TOTAL) 1201 850 - 60 GRAPHIC SCALE IN FEET 0 20 40 80 TEMPORARY ZONE ONE BUFFER IMPACTS TEMPORARY ZONE TWO BUFFER IMPACTS TEMPORARY STREAM IMPACT (JURISDICTIONAL) EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN EXISTING EASEMENT) PROPOSED EASEMENT ZONE 1 DESIGNATION ZONE 2 DESIGNATION Y Q \ o -< \ 30" CONC. j0 � \ CURB & GUTTER � v O 16'91,- X08 30 W01108 9L'bZZ d01 10 \L L'tiZZ 08 boil#1 dd 30 / 3Sb8 NI IIVN Po9 TOP 2 4.2dabpy H0N38 OF BOX 215.42 a3M3 Hol A,ab11N S Spy WF -9 F d0 N d N'v v� T MUM v 902 ZI AN'S Lz w \-" l -I -'I JJJJ J 30" CONC. X99AI CURB & GUTTER 011dO 213814 30" CONC. \ I CURB & GUTTER \C: \ \n \ 19'�ZZO:WI�I BLZL£'tb1 WS X3 (NMONANn S3dld jo 1103814 SIa 130 p Ills 0 lln� `ONISSIW all) (03NOONbBb 1Z d01 HWaS 1 r WETLAND WF -10 I 24,000 215 NS ,!2"RCP N_ /I ' S3.4 4 N WF -11 dVYo,,-pZ � t', -2Z 4313 3a1M 1 1S3MOl 1N3W3Sb3 30bNIbaO 1N3NbW83d X3 1 NEUSE RIVER BUFFER AND WETLAND IMPACTS - 24,000 WETLAND ACRE SF 2114488.77 WF -5 733327.24 PERM. (PROP. ESMT) 0.06 3194 PERM. (EX. ESMT) 0 0 PERM. (TOTAL) 0.06 3194 TEMP. (PROP. ESMT) 0 0 TEMP. (EX. ESMT) 0.14 5570 TEMP. (TOTAL) 0.14 5570 27S 215 X211- m —`Q NJ fi �i CA SOOOM WF -5 WF f 9'661 N30 4NI 1,-'L •mini WS X= 92'902 anO ANI OZ'O1,- :NI ANI LO'11,- :NI ANI L9'90,7 :NI ANI ZL'81Z :pyla 069/91 WS X3 - I b/ -U NIGH IJHAUL WAY I I _ I I NOW OR FORMERLY 1N3W3Sb3 p� GREENE, SHARON %labd SIM31 P-INV-A7>k3436432 H0131ba NIGHTSHADE WAY 30 AJ 10 X3 1� WF -8 WF 7 - J � 'NnO NOW OR FORMERLY III 1 \ L6'L lZ 'WOWCHRISTOPHER J LOWNDES,REBECCA b069L91 WS 8281 NIGHTSHADE WAY \ ` \ NOW30R3FORMERLY I \ \ \ S OOLV;R,PAMELA L \\ I s\I \ \ \ SCHOOLER, REUBEN G PIN: 1713436360 \\\ \\ \\ \ \\ 832 IGHTSHADE WAY SOODM� / / P '220- \ 8: 01'91z Wn9 30 3Sb8 NI 11M P09 \ A8VVq HON38 LEGEND NORTHING EASTING WETLAND FLAG # 733304.93 2114488.77 WF -5 733327.24 2114495.54 WF -6 733336.43 2114539.48 WF -7 733382.61 2114545.67 WF -8 733400.15 2114349.57 WF -9 733360.04 2114359.78 WF -10 733312.36 2114374.63 WF -11 GRAPHIC SCALE IN FEET 0 20 40 80 PERMANENT WETLAND IMPACTS (CONVERSION) TEMPORARY WETLAND IMPACTS EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN EXISTING EASEMENT) PROPOSED EASEMENT cn Y ~ W U W Q t2' a_ U � Z J � � N ofQ wz a- a- (o a- �w Y RIM: 221.05 \ INV. IN. 206.50 INV. OUT. 206.40 I \�`�\ N EX SM 5026 RIM: 224.07�� INV. OUT. 218.89 J I cp. POST _ 223-- / /�✓4� _ 222- — —'n�'" /i »/ t WOODS / / t / n7� _N� W00 / .6000 \ / 00 / / PILE OF /9 SM 5024 BRICKS RIM: 221.46 INV. IN S.- 205.63 INV. IN NW LOW 212.06 INV. IN NW HIGH: 216.20 INV. OUT 205.60 RUN OF STREAM \� ��}/ WOODS 42" CITY OF RALEIGH / SANITARY SEWERv o O BM1954, PG. 105 (3 OF 4) 0000 BM1962, PG. 25 / / 00 40' SEWER EASEMENT / / \ / / j / -7" BM1962, PG. 25 STREAM S-25,000 PERENNIAL NEUSE RIVER BUFFER AND STREAM IMPACTS - S-25,000 STREAM ZONE 1 (PERPENDICULAR) ZONE 2 (PERPENDICULAR) STREAM IMPACT SQ FT SQ FT WIDTH (FT) LENGTH (FT) PERM. (PROP. ESMT) 0 0 0 0 PERM. (EX. ESMT) 0 0 0 0 PERM. (TOTAL) 0 0 0 0 TEMP. (PROP. ESMT) 1200 800 6 20 TEMP. (EX. ESMT) 0 0 4 42 TEMP. (TOTAL) 1200 800 - 62 I 216 6"CPP INV 216. GRAPHIC SCALE IN FEET 0 20 40 80 TEMPORARY ZONE ONE BUFFER IMPACTS TEMORARY ZONE TWO BUFFER IMPACTS TEMPORARY STREAM IMPACT (JURISDICTIONAL) EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN EXISTING EASEMENT) PROPOSED EASEMENT ZONE 1 DESIGNATION ZONE 2 DESIGNATION W Ln c� W W U — � Q 0 �N cn Of wg w ww cn U L� W vi W WQ U W v) as wo CL 30 � I x -j U 3Y �O 0 r wm UJ Z� QO x w� 03 aw ctm a- -j, w= N 0U oz JN W 0 no w0 0 N z Q w �o zz cn a z wIt UO L I La N J W Y 0 Z w �0 It� Wl< zQ z0 as Wa aQ zz wo It wa = N C,0 � _ zD W a w WZ CL K zof z3 c� wD 00 a z Fz aw wD U0 Z U 00 U0 W D X� Z -0 3W U =a �W oIt RIf w F-7 CL w it Mm CL 0 Z Q L, �O 0 0 0 i i i Y / IUP 229.82 TOP WATER LINE EL. 225 2n IRE EL. 249.8 SIREN POLE 30" CONC. Cl/RR Al GUTTER �\ rRECLAIM WATER VALVE TOP NUT EL. 221.6 - X22' -- W1- 3 225 E7EF 0) T4.- �&V� S SS EX SM 5276 RIM: 224.90 W1-2 W1-1 INV. IN: 207.64 40' SEWER EASEMENT INV. OUT. 207.70 BM1962, PG. 25 NC. SIDEWALK W1-1 R EX SM 5275 RIM: 227.46 INV. IN: 209.93 INV. OUT 209.91 NOW OR FORMERLY STATE OF NORTH CAROLINA PIN. 1713228776 REAL ESTATE 1D: 0113251 BM1962, PG. 25 1034 BRAGG ST 40' CITY OF RALEIGH UTILITY EASEMENT BM2009, PG. 870 WETLAND 26,010 _ NORTHING EASTING WETLAND FLAG # f/0C 2111614.18 W1-113 I 2111576.78 J 0, = 2111591.96 W1-2 0 2111583.83 I 731934.62 #760 W1-13 W y 1466.9277' W1-14 OF, -4 0 m 951.4887 W1-15 m ?6.79 W1-16 Lf IRON ROD W1-17 x m W1- 3 225 E7EF 0) T4.- �&V� S SS EX SM 5276 RIM: 224.90 W1-2 W1-1 INV. IN: 207.64 40' SEWER EASEMENT INV. OUT. 207.70 BM1962, PG. 25 NC. SIDEWALK W1-1 R EX SM 5275 RIM: 227.46 INV. IN: 209.93 INV. OUT 209.91 NOW OR FORMERLY STATE OF NORTH CAROLINA PIN. 1713228776 REAL ESTATE 1D: 0113251 BM1962, PG. 25 1034 BRAGG ST 40' CITY OF RALEIGH UTILITY EASEMENT BM2009, PG. 870 WETLAND 26,010 _ NORTHING EASTING WETLAND FLAG # 731889.19 2111614.18 W1-113 731932.16 2111576.78 W1-1 731928.96 2111591.96 W1-2 731963.95 2111583.83 W1-3 731934.62 2111789.38 W1-13 731924.18 2111801.33 W1-14 731912.87 2111788.69 W1-15 731885.21 2111787.04 W1-16 731864.80 211774.48 W1-17 W1-13 W1-14 / 9 � 22 � RCW 27 \ _ Cw _-SSS W1-15 \\ -S--�5�_-- R \ i --z--217 - SS_ -216-_- _ -wSS _ RCP WOODS W1-16 f \ ~276 \ 42" CITY OF RALEIGH SANITARY SEWER W1-17 \ �` BM1954, PG. 105 (3 OF 4) BM1962, PG. 25 NEUSE RIVER BUFFER AND WETLAND IMPACTS - 26,000 WETLAND ACRE SF PERM. (PROP. ESMT) 0.10 4324 PERM. (EX. ESMT) 0 0 PERM. (TOTAL) 0.10 4324 TEMP. (PROP. ESMT) 0 0 TEMP. (EX. ESMT) 0.17 7853 TEMP. (TOTAL) 0.17 7853 LEGEND GRAPHIC SCALE IN FEET 0 20 40 80 NOW OR FORMERLY PERMANENT WETLAND IMPACTS (CONVERSION) TEMPORARY WETLAND IMPACTS EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN EXISTING EASEMENT) PROPOSED EASEMENT cn W U wNQ I f U � O JO Q O 3: N Walnut Creek Interceptor - Combined Impacts (LWC & UWC) 2. Wetland Impacts Wetland Impact ID Number Impact Type Type of Wetland Forested? Type of Jurisdiction Acres of Impact Section W-100 W1 T Temporary Clearing Forested Hardwood Yes CORPS 0.01 LWC W-18,000 W2 P Land Clearing/Conversion Forested Hardwood Yes CORPS 0.03 UWC W-21,000 W3 P Land Clearing/Conversion Forested Hardwood YES CORPS 0.05 UWC W-21,000 W4 T Clearing in Exist. Easement Forested Hardwood Yes CORPS 0.004 UWC W-22,000 W5 P Land Clearing/Conversion Forested Hardwood Yes CORPS 0.2 UWC W-22,000 W6 T Temporary Clearing Forested Hardwood YES CORPS 0.42 UWC W-23,000 I W7 I T Temporary Clearing Forested Hardwood YES CORPS 0.005 UWC W-24,000 W8 P Land Clearing/Conversion Forested Hardwood YES CORPS 0.06 UWC W-24,000 W9 T Temporary Clearing Forested Hardwood YES CORPS 0.14 UWC W-26,000 W10 P I Land Clearing/Conversion I Forested Hardwood I YES CORPS 0.11 UWC W-26,000 W11 T I Temporary Clearing I Forested Hardwood I YES CORPS 1 0.17 UWC Temporary impacts = installing the sewerline Permanent Impacts = 10' wide maintenance corridor 3. Stream Impacts I Temporary Impacts: 1 0.749 Permanent Impacts: 1 0.44 Stream ID Impact Number Impact Type Stream Name Perennial or Intermittent? Type of Jurisdiction Average Width (ft) Impact Section Length (LF) 5-1000 Si T Construction Corridor UT of Walnut Creek Intermittent CORPS & DWR 18 41 LWC 5-3000 S2 T Construction Corridor UT of Walnut Creek Perennial CORPS & DWR 12 168 LWC 5-4000 S3 T Construction Corridor UT of Walnut Creek Intermittent CORPS & DWR 8 10 LWC 5-5000 S4 T Construction Corridor UT of Walnut Creek Perennial CORPS & DWR 5 51 LWC 5-7000 S5 T Construction Corridor UT of Walnut Creek Perennial CORPS & DWR 11 11 LWC 5-8000 S6 T Construction Corridor UT of Walnut Creek Intermittent CORPS & DWR 9 58 LWC 5-9000 IS7 I T Construction Corridor UT of Walnut Creek Intermittent CORPS & DWR 4 21 LWC 5-10,000 S8 T Construction Corridor UT of Walnut Creek Perennial CORPS & DWR 11 25 LWC 5-11,000 S9 T Construction Corridor UT of Walnut Creek Perennial CORPS & DWR 33 47 LWC 5-12,000 S10 T Construction Corridor UT of Walnut Creek Perennial CORPS & DWR 9 60 UWC 5-14,000 S11 T Construction Corridor UT of Walnut Creek Perennial CORPS & DWR 11 64 UWC 5-15,000 S12 T Construction Corridor UT of Walnut Creek Intermittent CORPS & DWR 6 74 UWC 5-16,000 IS13 I T Construction Corridor UT of Walnut Creek Perennial CORPS & DWR 9 65 UWC 5-17,000 S14 T Construction Corridor UT of Walnut Creek Intermittent CORPS Only 9 33 UWC 5-19,000 S15 T Construction Corridor UT of Walnut Creek Ephemeral CORPS Only 1 0 0 UWC 5-20,000 S16 T Construction Corridor UT of Walnut Creek Perennial CORPS & DWR 15 24 UWC 5-22,000 S17 T Construction Corridor UT of Walnut Creek Perennial CORPS & DWR 13 450UWC 5-24,000 S18 T Construction Corridor UT of Walnut Creek Perennial CORPS & DWR 15 60 UWC 5-25,000 S19 T Construction Corridor UT of Walnut Creek Perennial CORPS & DWR 5 62 UWC Permanent Impacts: 0 Temporary Impacts: 1324 6. Buffer Impacts Stream ID Impact Number Reason for Impact Stream Name Mitigation Required? Zone 1 Impact (SQ FT) Zone 2 Impact (SQ FT Section 5-1000 131 T Construction Corridor UT of Walnut Creek No 1775 1116 LWC 5-3000 62 T Construction Corridor UT of Walnut Creek No 632 0 LWC 5-4000 133 T Construction Corridor UT of Walnut Creek No 419 0 LWC 5-7000 64 T Construction Corridor UT of Walnut Creek No 71 0 LWC 5-8000 135 T Construction Corridor UT of Walnut Creek No 436 0 LWC 5-11,000 1136 1 P Maintenance Corridor UT of Walnut Creek No 156 45 LWC 5-11,000 1137 1 T Construction Corridor UT of Walnut Creek No 4769 3644 LWC 5-14,000 68 T Construction Corridor UT of Walnut Creek No 1302 950 UWC 5-15,000 89 T Construction Corridor UT of Walnut Creek No 12181 800 UWC 5-16,000 610 T Construction Corridor UT of Walnut Creek No 1200 800 UWC 5-20,000 1311 T Construction Corridor UT of Walnut Creek No 2491 1283 UWC 5-22,000 B12 T Construction Corridor UT of Walnut Creek No 4863 2710 UWC 5-24,000 B13 I T Construction Corridor UT of Walnut Creek No 1489 8501 UWC 5-25,000 IB14 I T Construction Corridor UT of Walnut Creek No 1200 8001 UWC I Total Buffer Impacts:1 220211 129981