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Home My WebLink About20100110 Ver 1_401 Application_20100210SINCE O 1881 FROEHLING & ROBERTSON, INC. Engineering • Environmental • Geotechnical 2 0 1 0 0 1 1 0 310 Hubert Street p 5(r-'kRow., Raleigh, North Carolina 27603-2302 1 USA T 919.828.34411 F 919.582.0304 NC Engineering License # F-0266 FEB ZQjtJ ...._ DEAR - Uun-o ......._ To: Ian McMillan North Carolina Division of Water Quality 401 Unit MSC 1650 Raleigh, North Carolina 27699 Attn: We are sending you The Following Items: Engineering Reports Test Reports Date: February 8, 2010 F&R No.: 6615146 Reference: Poplar Creek Attached Under separate cover via BRANCH $PAID Prints X Copy of Letter X Plans X Samples Contract Other: X Copies Date No. Description 1 1/18/2010 1 Check for $570.00 5 2/8/2010 2 Pre-Construction Notification 5 12/9/2009 3 Neuse River Buffer Determination 5 9/30/2009 5 Natural Heritage Program Threatened and Endangered Species Review 5 10/09/2009 5 State Historic Preservation Office Review 5 1/18/2010 6 Table of Engineers Responses to NCDWQ Comments 5 2/2010 7 Topographic Map 5 2/2010 8 Soil Survey Map 5 2/2010 9 Aerial Photograph 5 2/2010 10 Flood Hazard Map 5 2/2010 11 National Wetland Inventory Map S 2/2010 12 Planimetric Map 5 1/15/2010 13 Mitigation Plan 5 1/18/2010 14 Stamped Project Plans HQ: 3015 DUMBARTON ROAD RICHMOND, VA 23228 USA T804.264.2701 F 804.264.1202 www.fandr.com VIRGINIA • NORTH CAROLINA • SOUTH CAROLINA • MARYLAND • DISTRICT OF COLUMBIA • EASTERN EUROPE A Woman-Owned Business faR 5 1/18/2010 15 Platted Waters of the United States Delineation for Jurisdictional Determination 5 1/18/2010 16 Construction Drawings Remarks: Distribution: USCOE/Shern Signed Insert Client Name Insert F&R Record No. Insert Project Name Insert Date SINCE FROEHLING & ROBERTSON, INC. Engineering • Environmental • Geotechnical 310 Hubert Street Raleigh, North Carolina 27603-2302 1 USA ® T 919.828.34411 F 919.582.0304 $ $ NC Engineering License # F-0266 February 8, 2010 Ian McMillan North Carolina Division of Water Quality 401 Unit MSC 1650 Raleigh, North Carolina 27699 Re: Pre-Construction Notification Poplar Creek Wake County, NC F&R Project No. 66J5146 Dear Mr. McMillan Enclosed is a Pre-Construction Notification (PCN) for the proposed Poplar Creek Gravity Sewer Line (GSL) to be installed in eastern Wake County. Included in this cover letter is our description of a major project alteration due to a downturn in the economy as well as the City of Raleigh's justification of a variable-width utility easement as depicted on the attached site plans. The reason for this explanation is we had engaged in various discussions with regulatory staff concerning this project which included a utility corridor much longer than what is depicted on the current plans, and supporting documentation and concurrences from those agencies reflect the original length of the project. These documents include "Buffer I/P Calls", Threatened and Endangered Species Review, and Historic and Cultural Resources Review. The project alteration involves shortening the proposed utility corridor by approximately one third and no adjustment in the planitmetric location. Consequently, we feel that the supporting documentation obtained from other agencies referencing the original project is sufficient. Please do not hesitate to let me know if that is not the case. In an August 29, 2009 phone call with Jamie Shern of the US Army Corps of Engineer (USCOE) Raleigh Field Office, I provided Mr. Shern with a description of the proposed project and was advised that this project would most likely be considered within the threshold of a Nationwide Permit 12. Furthermore, I met with Lie Gilleski on September 28, 2009 and discussed with her the proposed project. The engineer's responses to her comments, including avoidance and minimization measure, are enclosed herein as an attachment. 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 • EASTERN EUROPE A Woman-Owned Business faR Our discussions with regulatory officials described a proposed utility corridor that would cross the Neuse River and terminate at the Neuse River Waste Water Treatment Facility. This is no longer the extent of the project corridor. The City of Raleigh and Town of Knightdale have decided to connect the proposed force main to the existing force main along Grasshopper Road, terminating the project at this point. The existing force main is owned and operated by the City of Raleigh and currently serves the Town of Wendell and Wendell Falls community. The existing force main discharges to gravity sewer near the head of the City's Neuse River Wastewater Treatment Plant (WWTP). The City had considered extending the proposed force main along Poplar Creek beyond Grasshopper Road and discharging to the headworks of the Neuse WWTP which is the next available downstream discharge point along Poplar Creek. The City and Town concluded from information provided by McKim & Creed and the Town of Wendell that the existing force main could accept the design flow from the proposed pump station while still allowing the existing pump stations connected to the force main to operate within acceptable conditions. This eliminated the need for nearly 15,000 LF of additional force main along Poplar Creek thereby reducing the potential environmental impacts for the project. The attached site plans depict a permanent maintenance easement and a temporary construction easement that varies in width. Easement widths are based on the widths required by the City of Raleigh Public Utilities Department per their Handbook or updates to the Handbook. The City's minimum permanent sewer easement width for gravity sewer is 30'. The width increases as the pipe size increases at particular intervals. Additional easement width may be required if the sewer is installed deep enough that more width would be required to excavate the line in the future for repair. The City's minimum easement width for sewer force main is 20'. The permanent sanitary sewer easement width between Poole Road and Grasshopper Road is 60' wide to allow for the proposed force main, installation depth, maintenance capacity, and additional planning capacity that may eventually take the proposed pump station off line should the City elect to design such a system. Please do not hesitate to contact me if you have any questions concerning this submittal or the completeness of the attached supporting documents. McKim & Creed Poplar Creek 66J5146 2 February 8, 2010 faR Sincerely, FROEHLING & ROBERTSON, INC. Thomas P. Colson, Ph.D., CFM, GISP, LEED AP Water Resources and GIS Coordinator CC: US Army Corps of Engineers Christopher J. Burkhardt Environmental Department Manager Enclosure: Pre-Construction Notification Neuse River Buffer Determination Natural Heritage Program Threatened and Endangered Species Review State Historic Preservation Office Review Table of Engineers Responses to NCDWQ Comments Topographic Map Soil Survey Map Aerial Photograph Flood Hazard Map National Wetland Inventory Map Planimetric Map Mitigation Plan Check for $570.00 Stamped Project Plans Platted Waters of the United States Delineation for Jurisdictional Determination McKim & Creed 66J5146 3 Poplar Creek February 8, 2010 SINCE FROEHLING & ROBERTSON, INC. Engineering* Environmental • Geotechnical 310 Hubert Street Raleigh, North Carolina 27603-2302 1 USA ® T 919.828.34411 F 919.582.0304 $ $ NC Engineering License # F-0266 To: Jamie Shern Raleigh Regulatory Field Office US Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587Attn: We are sending you The Following Items: Engineering Reports Test Reports Attached Date: February 8, 2010 F&R No.: 66.15146 Reference: Poplar Creek Under separate cover via Prints X Copy of Letter Samples Contract X Plans X Other: X Copies Date No. Description 1 2/8/2010 2 Pre-Construction Notification 1 12/9/2009 3 Neuse River Buffer Determination 1 9/30/2009 5 Natural Heritage Program Threatened and Endangered Species Review 1 10/09/2009 5 State Historic Preservation Office Review 1 1/18/2010 6 Table of Engineers Responses to NCDWQ Comments 1 2/2010 7 Topographic Map 1 2/2010 8 Soil Survey Map 1 2/2010 9 Aerial Photograph 1 2/2010 10 Flood Hazard Map 1 2/2010 11 National Wetland Inventory Map 1 2/2010 12 Planimetric Map 1 1/15/2010 13 Mitigation Plan 1 1/18/2010 14 Stamped Project Plans 1 1/18/2010 15 Platted Waters of the United States Delineation for 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 • EASTERN EUROPE A Woman-Owned Business faR Jurisdictional Determination 1 1/18/2010 16 Construction Drawings Remarks: Distribution: DWQ/McMillan Signed Insert Client Name Insert F&R Record No. Insert Project Name Insert Date Upper Poplar Creek Sanitary Sewer Extension Responses to Preliminary Review Comments from DWQ, NHP, USFWS MC Project No. 00592-0037 January 18, 2010 Exhibit Comment No. Response 1 1 The sewer line has been designed within the Zone 2 Buffer to avoid placing the immediate downstream manhole in a side slope and to reduce the depth of the sewer by keeping it in the bottom area. 2 1 Profiles of the sewer lines are provided with the construction plans. 3 1 This impact is required in order to connect the new sewer line to the existing City of Raleigh Wil-Ros Pump Station allowing the station to be abandoned. 4 1 The parralel buffer impact is necessary at this location to minimize impact to the properties/property owners located along the buffer. 4 2 The parralel buffer impact is necessary at this location prevent the manholes on etiher side of the impact from being located in an agricultural crop field. 4 3 The parralel buffer impact is necessary at this location to minimize impact to the properties/property owners located along the buffer. 5 1 This impact is required to route the new sewer line to the City of Raleigh Flowers Street Pump Station (to allow for abandonment) without encroaching on the residential lots of Linda Campbell and Regina McKnight. 5 2 Same as Exhibit 4, Comment 1. 6 1 Symbology has been changed on the revised impact maps. 7 1 This impact is necessary to avoid impacting the wetland (17000 feature) and maintain the required easement 10 1 Actual stream length has been calculated and used in update impact calculations. 11 1 The sewer line has been designed within the Zone 2 Buffer to avoid further impacting the residential lots of Francisco Flores and Dwayne Littlejohn. 12 1 current location to minimize constructibility concerns and depth of installation while also minimizing the wetland impacts. 13 1 The riparian buffer has been updated based on addition field survey information. As a result there will no impacts to the riparian buffer. 17 1 Stream call has been updated. 17 2 Stream call has been updated. 17 3 Stablization is indicated on the construction drawings. 18 1 Channel is buffered. r 1 L J Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification PCN Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ®Section 404 Permit El Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number: 1 c. Has the NWP or GP number been verified by the Corps? ® Yes ? No 1 d. Type(s) of approval sought from the DWQ (check all that apply): ® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit ? 401 Water Quality Certification - Express ® Riparian Buffer Authorization 1 e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ? Yes ® No For the record only for Corps Permit: ? Yes ® No 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 ? No 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 In below. ? Yes ® No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No 2. Project Information 2a. Name of project: Poplar Creek Sewer Line 2b. County: Wake 2c. Nearest municipality / town: Knightdale 2d. Subdivision name: NA 2e. NCDOT only, T.I.P. or state project no: NA 3. Owner Information 3a. Name(s) on Recorded Deed: Multiple Properties; see attachments 3b. Deed Book and Page No. Multiple Properties; see attachments 3c. Responsible Party (for LLC if applicable): Multiple Properties; see attachments 3d. Street address: Multiple Properties; see attachments 3e. City, state, zip: Multiple Properties; see attachments 3f. Telephone no.: Multiple Properties; see attachments 3g. Fax no.: Multiple Properties; see attachments 3h. Email address: Multiple Properties; see attachments Page I of 14 PCN Form - Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: ? Agent ® Other, specify: Municipal Easement 4b. Name: Aaron Brower 4c. Business name (if applicable): City of Raleigh Public Utilities Department 4d. Street address: One Exchange Plaza Suite 620 4e. City, state, zip: Raleigh, NC 27601 4f. Telephone no.: 919 857 4540 4g. Fax no.: 919 857 4545 4h. Email address: Aaron. rower .ci.raleigh.nc.us 5. Agent/Consultant Information (if applicable) 5a. Name: Thomas Colson 5b. Business name (if applicable): Froehling & Robertson, Inc 5c. Street address: 310 Hubert St 5d. City, state, zip: Raleigh North Carolina 27603 5e. Telephone no.: 919 630 2569 5f. Fax no.: 919 828 5751 5g. Email address: tpcolson@fandr.com Page 2 of 14 PCN Form - Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification 1 a. Property identification no. (tax PIN or parcel ID): See attached list 1 b. Site coordinates (in decimal degrees): Latitude: 35.725211 Longitude: - 78.477505 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 22.91 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to poplar Creek proposed project: 2b. Water Quality Classification of nearest receiving water: Pop. Crk: C;NSW 2c. River basin: Upper 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: Land use in the vicinity of the project is medium intensity residential, agricultural, and forested. Conditions within the construction easement on site are predominantly forested, with some open field area. The condition of wetlands, streams, and/or open waters within or adjacent to the project site, as identified by F&R and verified by DWQ, are described in Attachment 1. Wetlands within the project site include herbaceous and/or forested areas, and roadside swales. Streams within the project site include Poplar Creek and numerous unnamed tributaries of Poplar Creek. Open water features include several in-line beaver ponds/swamps. 3b. List the total estimated acreage of all existing wetlands on the property: 2.128 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 902 3d. Explain the purpose of the proposed project: The Upper Poplar Creek Sanitary Sewer Extension will allow the City to abandon two existing City pump stations as part of the initial project and provide the ability to extend additional gravity main (from the interceptor) in the future to two other existing City pump stations (thereby abandoning those two stations also). By collecting flow at the existing pump stations and diverting flow to the new interceptor the project will remove antiquated infrastructure from the City's sewer collection system in the Mingo Creek sewer basin where capacity is very limited. The proposed improvements will also provide for safe and reliable sewer service to the Poplar Creek sewer basin customers. 3e. Describe the overall project in detail, including the type of equipment to be used: The Upper Poplar Creek Sanitary Sewer Extension project includes construction of approximately 20,000 LF of 8" through 30" gravity sewer, a new vacuum primed wastewater pumping station at Poole Road and approximately 4,300 LF of 16" sewer force main. The gravity sewer interceptor will extend northward along Poplar Creek from the proposed pump station at Poole Road to the north side of the railroad right-of-way in Knightdale. Two 8" sewer mains will be extended from the interceptor to existing City of Raleigh wastewater pump stations. The mains will connect to the existing sewer system and divert flow to the interceptor, thereby allowing the two existing wastewater pump stations (Flowers Street PS and Wil-Ros PS) to be abandoned. The force main will extend southward along Poplar Creek from Poole Road to Grasshopper Road where the line will be connected to the existing 16" sewer force main serving the Town of Wendell and Wendell Falls Community. All activities will be performed in accordance with Best Management Practices and the NC Sediment and Erosion Control Planning and Design Manual. Typical trenching, earth moving, and lifting equipment (i.e., backhoe, trackhoe, crane, etc.) will be used for the installation of the utility line. Page 3 of 14 PCN Form - Version 1.3 December 10, 2008 Version 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / ®Yes ? No ? Unknown project (including all prior phases) in the past? Comments: NCDWQ: Streams Only 4b. If the Corps made the jurisdictional determination, what type ? Preliminary ? Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: F&R Name (if known): T. Colson Other: 4d. If yes, list the dates of the Corps jurisdictional determinations o r State determinations and attach documentation. NCDWQ: 04/29/2009 5. Project History 5a. Have permits or certifications been requested or obtained for ? Yes ® No ? Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ? Yes ® No 6b. If yes, explain. Page 4 of 14 PCN Form - Version 1.3 December 10, 2008 Version C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ® Wetlands ® Streams - tributaries ® Buffers ? Open Waters ? Pond Construction Page 5 of 14 PCN Form - Version 1.3 December 10, 2008 Version 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ - non-404, other) (acres) Temporary (T) W1 ® P ? T Mechanized For. HW (Ex. 6) ® Yes ? No ® Corps ® DWQ 0.006 W2 ? P ® T Mechanized For. HW (Ex. 6) ® Yes ? No ® Corps ® DWQ 0.029 W3 ® P ? T Mechanized For. HW (Ex. 8) ® Yes ? No ® Corps ® DWQ 0.021 W4 ? P ® T Mechanized For. HW (Ex. 8) ® Yes ? No ® Corps ® DWQ 0.046 W5 ® P ? T Mechanized For. HW (Ex. 10) ® Yes ? No ® Corps ® DWQ 0.030 W6 ? PET Mechanized For. HW (Ex. 10) ® Yes ? No ® Corps ® DWQ 0.163 W7 ® P ? T Mechanized For. HW (Ex. 12) ® Yes ? No ® Corps ® DWQ 0.045 W8 ? PET Mechanized For. HW (Ex. 12) ® Yes ? No ® Corps ® DWQ 0.148 W9 ? PET Mechanized For. HW (Ex. 12) ® Yes ? No ® Corps ® DWQ 0.022 W10 ®P ? T Mechanized For. HW (Ex. 13) ® Yes ? No ® Corps ® DWQ 0.037 W11 ? P ®T Mechanized For. HW (Ex. 13) ® Yes ? No ® Corps ® DWQ 0.109 W12 ®P ? T Mechanized For. HW (Ex. 14) ® Yes ? No ® Corps ® DWQ 0.030 W13 ? P ®T Mechanized For. HW (Ex. 14) ® Yes ? No ® Corps ® DWQ 0.115 W14 ®P ? T Mechanized For. HW (Ex. 15) ® Yes ? No ® Corps ® DWQ 0.079 W15 ? P ®T Mechanized For. HW (Ex. 15) ® Yes ? No ® Corps ® DWQ 0.311 W16 ®P ? T Mechanized For. HW (Ex. 17) ® Yes ? No ® Corps ® DWQ 0.002 W17 ? P ®T Mechanized For. HW (Ex. 17) ® Yes ? No ® Corps ® DWQ 0.012 W18 ®P ? T Mechanized For. HW (Ex. 17) ® Yes ? No ® Corps ® DWQ 0.020 W19 ? P ®T Mechanized For. HW (Ex. 17) ® Yes ? No ® Corps ® DWQ 0.101 2g. Total wetland impacts 1.326 2h. Comments: Perm. Impacts: 0.270 ac; Temp. Impacts: 1.056 ac 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Page 6 of 14 PCN Form - Version 1.3 December 10, 2008 Version Permanent (P) or intermittent DWQ - non-404, width (linear Temporary (T) (INT)? other) (feet) feet) S1 ? P ® T Trench below grade Pop Crk (Ex. 2) ® PER ? INT ® Corps ® DWQ 10 35 S2 ? P ® T Trench below grade Pop Crk (Ex. 3) ® PER ? INT ® Corps ® DWQ 30 33 S3 ? P ® T Trench below grade Pop Crk (Ex. 4) ® PER ? INT ® Corps ® DWQ 18 40 S4 ? P ® T Trench below grade Strm 17 (Ex. 4) ® PER ? INT ® Corps ® DWQ 12 54 S5 ? P ® T Trench below grade Strm 18 (Ex. 5) ® PER ? INT ® Corps ® DWQ 6 21 S6 ? P ® T Trench below grade Strm 16 (Ex. 7) ® PER ? INT ® Corps ® DWQ 6 40 S7 ? P ® T Trench below grade Strm 13 (Ex. 8) ® PER ? INT ® Corps ® DWQ 23 42 S8 ? P ® T Trench below grade Strm 12 (Ex. 9) ® PER ? INT ® Corps ® DWQ 12 41 S9 ? P ® T Trench below grade Strm 11 (Ex. 10) ® PER ? INT ® Corps ® DWQ 6 42 S10 ? P ®T Trench below grade Strm 8 (Ex. 11) ® PER ? INT ® Corps ® DWQ 17 43 S11 ? P ®T Trench below grade Strm 4 (Ex. 16) ® PER ? INT ® Corps ® DWQ 10 63 S12 ? P ®T Trench below grade Strm 2 (Ex. 17) ® PER ? INT ® Corps ® DWQ 5 21 S13 ? P ®T Trench below grade Strm 3 (Ex. 17) ® PER ? INT ® Corps ® DWQ 5 63 S14 ? P ®T Trench below grade Strm 1 (Ex. 18) ® PER ? INT ® Corps ® DWQ 21 60 3h. Total stream and tributary impacts 598 3i. Comments: Temporary stream impacts a re less than 150 linear feet (Pop Crk, 3 impacts, 108 ft cu mulative). Stream impacts are temporary in that utility line will be trenched below gr ade w/ anti-seep collars before and after underground crossing. 4. Open Water Impacts If there are proposed impacts to lakes, pond s, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water i mpacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number (if applicable) Type of im pact Waterbody type Area of i mpact (acres) - Permanent (P) or Temporary T 01 ?P?T NA 02 ?P?T NA 03 ?P?T NA 04 ?P?T NA 4f. Total open water impacts0 0 4g. Comments: No Open water impacts 5. Pond or Lake Construction If and or lake construction proposed, then complete the chart below. Page 7 of 14 PCN Form - Version 1.3 December 10, 2008 Version 5a. Pond ID 5b. Proposed use or purpose of 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) number pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 NA P2 NA K Total 0 5g. Comments: No Pond or lake construction. 5h. Is a dam high hazard permit required? ? Yes ®No If yes, permit ID no: 5i. Expected pond surface area (acres): 0 5j. Size of pond watershed (acres): 0 5k. Method of construction: NA Page 8 of 14 PCN Form - Version 1.3 December 10, 2008 Version 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. ® Neuse ? Tar-Pamlico ? Other: Project is in which protected basin? ? Catawba ? Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number - Reason for Buffer Zone 1 impact Zone 2 impact Permanent (P) impact Stream name mitigation (square feet) (square feet) or Temporary required? (T) B1 ®P ? T Maintenance Pond (Ex. 1) s 0 1161 Easement No B2 ® P ? T Maintenance Easement Pop Crk (Ex. 2) ®? Nos 717 208 B3 ? P ® T Clearing Pop Crk (Ex. 2) ® Nos 1358 1037 B4 ®P ? T Maintenance Easement Strm 19 (Ex. 3) ®? Nos 342 89 B5 ? P ® T Clearing Strm 19 (Ex. 3) ® Nos 1473 866 B6 ® P ? T Maintenance Easement Pop Crk (Ex. 3) ®? Nos 608 399 B7 ? P ® T Clearing Pop Crk (Ex. 3) ® Nos 1836 3866 B8 ® P ? T Maintenance Easement Strm 18 (Ex. 4) ®? Nos 0 866 B9 ® P ? T Maintenance Easement Strm 17 (Ex. 4) ®? Nos 660 586 B10 ? P ®T Clearing Strm 17 (Ex. 4) ® Nos 3278 2056 B11 ® P ? T Maintenance Easement Pop Crk (Ex. 4) ®? Nos 602 401 B12 ? P ® T Clearing Pop Crk (Ex. 4) ® Nos 1204 2877 B13 ® P ? T Maintenance Easement Strm 18 (Ex. 5) ®? Nos 666 522 B14 ? P ® T Clearing Strm 18 (Ex. 5) ® Nos 1739 1031 B15 ® P ? T Maintenance Easement Strm 16 (Ex. 7) ®? Nos 638 635 B16 ? P ® T Clearing Strm 16 (Ex. 7) ® Nos 1857 1237 B17 ® P ? T Maintenance Easement Strm 13 (Ex. 8) ®? Nos 645 427 B18 ? P ® T Clearing Strm 13 (Ex. 8) ® Nos 1874 1255 B19 ® P ? T Maintenance Easement Strm 12 (Ex. 9) ®? Nos 610 413 B20 ? P ® T Clearing Strm 12 (Ex. 9) ® Nos 1880 1248 B21 ® P ? T Maintenance Easement Strm 11 (Ex. 10) ® Yes 320 702 Page 9 of 14 PCN Form - Version 1.3 December 10, 2008 Version ? No B22 ? P ® T Clearing Strm 11 (Ex. 10) ® Nees 2195 956 B23 ® P ? T Maintenance Easement Strm 8 (Ex. 11) ®? Nos 730 424 B24 ? P ® T Clearing Strm 8 (Ex. 11) ® Nos 1920 1227 B25 ® P ? T Maintenance Easement Pop Crk (Ex. 11) ®? Nos 0 1611 B26 ® P ? T Maintenance Easement Beaver Pond (Ex. 13) ®? Nos 0 917 B27 ® P ? T Maintenance Easement Beaver Pond (Ex. 14) ®? Nos 0 1538 B28 ® P ? T Maintenance Easement Strm 4 (Ex. 16) ®? Nos 624 412 B29 ? P ® T Clearing Strm 4 (Ex. 16) ® Nos 3151 2173 B30 ® P ? T Maintenance Easement Strm 1 (Ex. 18) ®? Nos 624 412 B31 ? PH T Clearing Strm 1 (Ex. 18) ® Nos 4904 2403 6h. Total buffer impacts 36455 33955 6i. Comments: Perm. Impacts: Zone 1 7786 sq ft/Zone 2 11723 sq ft; Temp. Impacts: Zone 128669 sq ft/Zone 2 22232 sq ft D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Avoidance and minimization of indirect and cumulative impacts was a primary concern recognized throughout project planning, resulting in development and consideration of numerous alignments. Additional details are contained in the attached engineers table of replies to NCDWQ pre-submittal meeting comments 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Specific measures incorporated to minimize impacts in the proposed design include 1) widths of construction corridor narrowed to 40' for gravity sewer; 2) near-perpendicular crossings of channels where avoidance was not practical (e.g., directional drilling cost prohibitive, use of previously impacted existing easement not possible; installation of sewer line above or below existing culverts not practical); 3) stabilization of excavated areas with stone or rip-rap, geotextile fabric, timber mats at crossings, and anti-seep collars; 4) compliance with conditions of WQC #3699; 5) compliance with NCDENR Erosion and Sedimentation Control requirements through approval of plan through Land Quality; and 6) appropriate best management practices. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for ® Yes ? No impacts to Waters of the U.S. or Waters of the State? 2b. If yes, mitigation is required by (check all that apply): ® DWQ ® Corps ? Mitigation bank 2c. If yes, which mitigation option will be used for this project? ® Payment to in-lieu fee program ? Permittee Responsible Mitigation Page 10 of 14 PCN Form - Version 1.3 December 10, 2008 Version 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ® Yes 4b. Stream mitigation requested: 0 linear feet 4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold 4d. Buffer mitigation requested (DWQ only): 19509 square feet 4e. Riparian wetland mitigation requested: .270 acres 4f. Non-riparian wetland mitigation requested: 0 acres 4g. Coastal (tidal) wetland mitigation requested: 0 acres 4h. Comments: Wetland impacts via EEP; Buffer impacts via private bank 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. 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ® Yes ? No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 Perm. Maint. Corr. 7786 3 (2 for Catawba) 23358 Zone 2 Perm. Maint. Corr. 11723 1.5 17584 6f. Total buffer mitigation required: 40942 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). Payment to private mitigation bank. 6h. Comments: Credit letter from Earthmark Mitigation Services for buffer impacts is attached. Page 11 of 14 PCN Form - Version 1.3 December 10, 2008 Version 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 ® Yes ? No within one of the NC Riparian Buffer Protection Rules? 1 b . If yes, then is a diffuse flow plan included? If no, explain why. Comments: Introduction of additional impervious surfaces are not anticipated for the ? Yes ® No project as proposed. 2. Stormwater Management Plan 2a . What is the overall percent imperviousness of this project? 0% 2b . Does this project require a Stormwater Management Plan? ? Yes ® No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Introduction of additional impervious surfaces are not anticipated for the project as proposed. 2d . If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: ? Certified Local Government 2e . Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program ? DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? Wake County ® Phase II 3b . Which of the following locally-implemented stormwater management programs ? NSW ? USMP apply (check all that apply): ? Water Supply Watershed ? Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ® No attached? 4. DWQ Stormwater Program Review ? Coastal counties ? 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 attached? ? Yes ® No 5. DWQ 401 Unit Stormwater Review 5a . Does the Stormwater Management Plan meet the appropriate requirements? ® Yes ? No 5b . Have all of the 401 Unit submittal requirements been met? ® Yes ? No Page 12 of 14 PCN Form - Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ® Yes ? No use of public (federal/state) land? 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 ? 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.) ? Yes ? No Comments: NA 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 ® No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ? Yes ® No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® 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. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. Wastewater collected and conveyed by the proposed system will be treated in the Neuse River Wastewater Treatment Facility according to state and local regulations prior to being discharged into the Neuse River. Page 13 of 14 PCN Form - Version 1.3 December 10, 2008 Version 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ? Yes ® No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ® Yes ? No impacts? ® Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. ? Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? Review of USFWS habitat designations; concurrence letter from NCDENR NHP Dated 8 Oct 2009 (attached). 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ® No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? F&R reviewed SAFMC GIS data which indicated that no habitats of particular concern occur within or near the project area. 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation ? Yes ® No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NC SHPO concurrence letter dated 9 Oct 2009 (attached). 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? ® Yes ? No 8b. If yes, explain how project meets FEMA requirements: Structures will be protected from flooding by measures approved by NCDENR and that meet FEMA and NFIP requirements. 8c. What source(s) did you use to make the floodplain determination? DFIRM Panels 3718320030924144, 3718320030924160, & 3718320030924183 Effective 9/24/2003 Thomas Colson 2/8/2010 Applicant/Agent's Printed Name Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 14 of 14 PCN Form - Version 1.3 December 10, 2008 Version E, i r ii 7L r k ® "Tcleghone/F:; - t: Prior to accessing the Ecosystem Enhancement Program (EEP) In-Lieu Fee Mitigation Program, all applicants requesting wetlands, stream and/or riparian buffer mitigation are now required by law to comply with Session Law 2009-337 An Act to Promote the Use of Compensatory Mitigation Banks. All new requests submitted on or after July 24, 2009 MUST include this form signed and dated by the permit applicant or an authorized agent. Applicants with unexpired acceptance letters may continue with their plans to use the In-Lieu Fee Program or withdraw their request and seek other available mitigation options. Compliance Statement: I have read and understand SL-2009-337 and have, to the best of my knowledge, complied with its requirements. Please check all that apply: Applicant is a Government Entity as defined in G.S. 143-214.11 and is not required to purchase credits from a mitigation bank. There are no known private mitigation banks with the requested credit type located in the hydrologic unit where this impact will take place I have contacted the mitigation bank(s) in the hydrologic unit where the impacts will occur and credits are not available. The application was submitted to the regulatory agencies prior to October 1, 2008 for streams and wetland impacts or July 24, 2009 for riparian buffer impacts. The DWQ or the Corps of Engineers did not approve of the use of a mitigation bank for the required compensatory mitigation for this project. Note: It is the applicant's responsibility to document any inquiries made to private mitigation banks regarding credit availability. initial here I have read and understand EEP's refund policies (attached) Thomas P Colson Signature of Applicant or Agent Printed Name 1/14/2010 Date Poplar Creek Stream Corridor Wake County Project Name Location F _iis °m, fill in regr i , I NCEEP, , IC 2i 99- .2, ' (to 919-715-2219, r em i j ?ii vviiiis a) mr.gov. Attr 'ime. . z ac is Cl VICE 7 ur )ses (lo : rr 2 i ; required). , .( t s Jr - 3 at he' on ?y afternoc - dE i ?e 11 d 2 vA 4. Contact Person 5. Telephone Number 6. Fax Number 7. E-Mail Address (optional) 8. Project Name Poplar Creek Sewer Line 9. Project Location (nearest town, city) 10. Lat-Long Coordinates (optional) 11. Project Count ? v 12. River Basin & Cataloging Unit (8-digit) (See Note 1) Knightdale,NC 35.7252119N 78.477505 9W Wake County 03020201 Commercial Cold 18. Buffer Impact (sq. ft.) (e.g. 12,345) (where-applicable,-See-Note 3) 19. Regulatory Agency Staff Contacts (Indicate names, if known) 20. Other Regulatory ID Information (e.g., USACE Action ID, if known) Check ( s r?ae?. as a: - revision to a current acceptance, or - re-submission of an expired acceptance - extension of unexpired acceptance USACE: Shern DwQ: McMillian By signing below, the applicant is confirming they have read and understand EEP's refund policy posted at nceep.net. Date: .................................................................................................................................................................................................................................... n..............................................................................................................._..........._..........._..........._..........._...........__.........__.........__.........__.........__........._............................._. Note 1: For help in determining the Cataloging Unit, visit:http://denrmaps.ncdenr.org/EEPmapss or call EEP contact below Note 2: For guidance on stream temperatures, go to: htto:/1 .saw.usace.armv.mil TLANDS/Mitigation/Documents/Stream/Aooendices/Aooendixi.r)df Note 3: Buffer mitigation applicable only in the Neuse, Tar-Pamlico and Catawba river basins, and the Randleman Lake Water Supply Watershed. Direct questions to Kelly Williams at 919-716-1921 or kelly.williams@ncdenr.gov or to EEP's front desk at 919-715-0476. Refund Policy for Fees Paid to EEP's In-Lieu Fee Programs (9/21/2009) Purpose: The purpose of this policy is to make clear the circumstances and process under which a permittee can obtain a refund while simultaneously balancing customer service and responsible business practices. This policy applies to all refund requests made on or after the publication date of this policy. All refund requests must be made in writing to EEP's In-Lieu Fee Program Coordinator at 2. All refund requests are subject to fund availability. EEP does not guarantee fund availability for any request. 3. The request must either come from the entity that made the payment or from an authorized agent. Third parties requesting refunds must provide written authorization from the entity that made the payment specifying the name and address of the authorized refund recipient. 4. Refund requests related to unintended overpayments, typographical errors or incorrect invoices should be brought the attention of the In-Lieu Fee Program Coordinator as soon as possible. Such requests are typically approved without delay. 5. Payments made under EEP's incremental payment procedure are not eligible for refunds. 6. Refund requests made within nine months of payment to EEP will only be considered for requests associated with projects that have been terminated or modified where the permittee's mitigation requirements have been reduced. Such requests must be accompanied by written verification from the permitting agency that the project has been cancelled, the permits have been rescinded or have been modified, or the mitigation requirements have been reduced. 7. Refund requests made more than nine months from the payment date will only be considered for permits that were terminated or modified to not require any mitigation. Such requests must be accompanied by written verification from the permitting agency that the project has been cancelled, the permits have been rescinded and/or mitigation is no longer required. 8. Refund requests not meeting the criteria specified above are not eligible for a refund. 9. Refund requests that meet the criteria above will be elevated to EEP Senior Management for review. The following considerations apply to all refund requests: a. availability of funds after consideration of all existing project and regulatory obligations b. the date the payment was made c. the likelihood EEP can use the mitigation procured using the payment to meet other mitigation requirements 10. Once a refund has been approved, the refund recipient must provide a completed W-9 form to EEP's In-Lieu fee Program Coordinator within two weeks in order to process the refund though the State Controller's Office. 11. All decisions shall be final. HMO 3EN ,l _ k - - ------------- !kr ,? ? '?:; ? ???Fr-ra? =4.t3t I.s3?t. ss;?E.tc?¢,f. _- i pond, r. --------- --- E 'c , i € F1 { ' ? ' {? ??2fft?l .Lf x x "d di': _ ? ?f,.,iffa _. Ot t .i P7'• 'fSE{ fiFY if c. fn_ ?3' ri B1 _ !,', - ,;: ?. ', . ; . ,, - _ ?.. - ,-,- _ w ,, -: ............ ...... 1 pww'uc^ r: ? _ ? •n y°.,g?yp !p!? .. -m Y a«« ^�) \� � ^�/ / . § 3 ¥ � f 7 f 2 � 4 ± q \ k � o k 2 � A ( } � � y #c» I il . . . ........ II - . ..:' ?"' ... „..m ?,?'?-m'"„??• ,u•' nwcr. "?.. sS? ,sue i--- "'"'"`arm ?""" a IL v wm ,m w r7 7 •r, " E f ..M? S%? ? m ?'^. ? m. "fin xwx?xvY? . ' ? Y ??Y.. W ? i,;• i ?... , . w r , xwuwwn m m : r J ?. i W t. ' , i? r _2\ v w. ?51 I 4.1 ? ? m a"A'T s'w s f 1 w W I rc rc .....rca.. _?..,__i i,?1.i. Oct I I I I I I i f - n r, ?y C z. ,. w w ., s k ? ... . s ...._ ? per' ' I _ ? y K - r r ? ?; m m ?? ? ^- o- ? ,? u ?3?wxv wmwnr y rv' ...:.:a.. . w...,";,??:&?^ s1"w".S„°"hxvrxxxxxxm ?„w'__.,ww x,?w,_:Yxw.•':! ?„s ... • 4? r f .._.___ . ..... ........................-... ... m ... ,nom " J iii" C J d ; .. ? ..... ? .fix , .. Sj? to 1 i ..7 n I L - - ------------ ? F ««« ??.w .. erg w TIN i hr 400 -So nth-Ditph Ephemeral 4 � m egend 2155000 Arc Hydro Streams Utility Easement ) Stream Points ??w i I ? .? ? ?'i. n. ? ? ,ji7 1-- r-911 Ecosystem PROGRAM January 21, 2010 Ron Horton City of Raleigh One Exchange Plaza Raleigh, NC 27601 Project: Poplar Street Sewer Line Expiration of Acceptance: November 21, 2010 County: Wake The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these agencies to determine if payment to the NCEEP will be approved. You must also comply with all other state, federal or local government permits, regulations or authorizations associated with the proposed activity including SL 2009-337: An Act to Promote Compensatory Mitigation by Private Mitigation Banks. This acceptance is valid for nine months from the date of this letter and is not transferable. If we have not received a copy of the issued 404 Permit/401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the applicant's responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net. Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the following table. River CU Stream (feet) Basin Location Wetlands (acres) Buffer I Buffer II (Sq. Ft.) (Sq. Ft.) Cold I Cool I Warm I Riparian I Non-Riparian I Coastal Marsh Impact Neuse 03020201 0 0 0 0.270 0 0 0 0 Credits Neuse 03020201 0 0 0 0.540 0 0 0 0 Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies require mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional mitigation, the applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The mitigation will be performed in accordance with the Memorandum of Understanding between the N.C. Department of Environment and Natural Resources and the U.S. Army Corps of Engineers dated November 4, 1998. If you have any questions or need additional information, please contact Kelly Williams at (919) 716-1921. cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit Jamie Sherri, USACE-Raleigh Ian McMillan, NCDWQ- Wetlands/401 Unit Thomas Colson, agent File Sincerely, William D. Gilmore, PE Director ReStOY4Ptg ... E ... Prot"' 0".!' State ern NCDENR North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 91 9-71 5-0476 / www.nceep.net ............... MITIGATION SERVICES Florida • North Carolina • West Virginia Riparian Buffer Mitigation Credit Reservation Confirmation Letter-Statement of Availability January 15th, 2010 NC Division of Water Quality U.S. Army Corps of Engineers 401 Oversight/Express Permitting Unit CESAW-RG-R 1650 Mail Service Center Raleigh Regulatory Field Office Raleigh, NC 27699-1650 3331 Heritage Trade Center, Suite 105, Wake Forest, NC 27587 Re Project: Upper Poplar Creek Sanity Sewer Extension ro'ect This document confirms that the City of Raleigh, North Carolina has entered into an agreement to reserve and contractually commit to the purchase of 40,942 Riparian Buffer Mitigation Credits/Unites from the Forrest Creek Riparian Buffer Mitigation Bank under a separate agreement. The Forrest Creek Stream Mitigation Bank attests to the fact that 40,942 Riparian Buffer Mitigation Credits/Unites are available for immediate transfer from its Official Bank Credit Ledger at the time of this document and as of this date places 40,942 credits/units into "no-sale"- reservation status under the name of the project on this document. 40,942 credits/units will remain in reservation status until State 401 permits are issued to the applicant and payment in full is received, according to separate agreement, from the applicant resulting in the issuance of a Transfer Certificate by the bank acknowledging that the applicant has fully secured credits from the bank and the banker has accepted full responsibility for the mitigation obligation requiring the credits/units. The Banker will issue the Certificate of Transfer, within ten (10) days of receipt of the balance of the Purchase Price. Banker shall provide to Applicant the Transfer Certificate debiting credits from the Bank Official Credit Ledger showing the permit number and the resource type secured by the applicant, and will send a copy of the Transfer Certificate with an updated Official Credit Ledger to regulatory agencies showing the proper documentation. s 4erish_e_rA_ atRegional V,P. Director of Business Development EarthMark Mitigation Services, LLC. 1960 Derita Road, Concord, NC 28027 Ph: 704-782-4233 email: Mattfisher@earthmark.us 12800 University Dr. Suite 400 Ft. Myers Florida, 33907 ph 239.415.6200 fx 239.415.6298 1960 Derita Road, Concord, NC 28027 ph 704.782.4133 fx 704.782.4148 a. `5 . I 1 ::E •_d i_ fL 4i-x ? ,-t_ ,• ?ilc PIN-NUM OWNER ADDR1 1753532175 AKLAND, ANN H 1112 OLD FERRELL RD 1752795003 T G ADAMS & SONS INC 8709 POOLE RD 1752778419 KIRK, EDITH H 1304 CAL ERIN CIR 1752654775 WILLIS, SHIRLEY PARKER 5210 PINE WAY DR 1754635524 HARPER, WAYNE L & EUGENE J 4113 BREWSTER DR 1753710972 LITTLEJOHN, DWAYNE F & APRIL D 4732 HIDDEN HOLLOW LN 1754607948 HARPER, CHARLES R 1032 FAYETTEVILLE ST 1753554463 HOUSE, ELIZABETH J TRUSTEE 805 OLD FERRELL RD 1754624854 HARPER, WAYNE LHARPER, EUGENE J 4113 BREWSTER DR 1754508677 KNIGHTDALE TOWN OF 207 MAIN ST 1753640207 KNIGHTDALE TOWN OF PO BOX 640 1753716756 PARRISH & WEATHERS PO BOX 1128 1754527148 NAKAMURA, EMILY J &YOSHIO 103 PRINCESS CRIES 1753547134 HENNIG, LILIANA EDITHCONTRERAS, ALICIA 258 TRANQUILITY LN 1753673147 G&F PROPERTIES LLC% EDWARD J GEHRKE II % EDWARD J GEHRKE II MANAGER 1753548269 GOODE, MICHAEL L &CAROLYN F 249 TRANQUILITY LN 1753547456 DUNN, BARBARA SDUNN, LARRY D 245 TRANQUILITY LN 1754643595 WILDER, LIBBY JWILDER, WILLIAM A JR PO BOX 154 1754527078 HUSKINS, CAROL A & JAMES R JR 105 PRINCESS CRIES 1754834965 POOLE, ANTOINETTE H & J H 6301 CASTLEBROOK DR 1754514111 PIPPIN PROPERTIES LLC PO BOX 398 1753553876 HOUSE, SHERILL GLENN & REBECCA BASS 817 OLD FERRELL RD 1754519021 HARPER, CHARLES R 1032 FAYETTEVILLE ST 1753526484 COTTONWOOD HOMEOWNERS ASSOC INC% % LOVICK BUILDERS INC 1752761267 KIRK, CLARENCE M JR ET ALKIRK, MELANIE K C/O CLARENCE M KIRK JR 1753628192 JERRY GOWER CONSTRUCTION INC 4814 OLD FAISON RD 1753685780 EDWARDS, CAROLYN J 2413 COLEY FOREST PL 1753563055 HOUSE, ELIZABETH J TRUSTEE 805 OLD FERRELL RD 1753535631 AKLAND, ANN H 1112 OLD FERRELL RD 1753720057 FLORES, FRANCISCO MACIELESPARZA, MYRN,4733 HIDDEN HOLLOW LN ADDR2 STNAME STYPE STNUM KNIGHTDALE NC 27545-9384 OLD FERRELL RD 1025 KNIGHTDALE NC 27545-9161 POOLE RD 8709 KNIGHTDALE NC 27545-9362 KIRK FARM RD 1400 DURHAM NC 27712-1910 GRASSHOPPER RD 5805 RALEIGH NC 27606-1711 KNIGHTDALE EAGLE ROC RD 0 KNIGHTDALE NC 27545-8081 HIDDEN HOLLOW LN 4732 KNIGHTDALE NC 27545-8553 FAYETTEVILLE ST 0 KNIGHTDALE NC 27545-9379 OLD FERRELL RD 0 RALEIGH NC 27606-1711 ROBERTSON ST 0 KNIGHTDALE NC 27545-8837 FAYETTEVILLE ST 0 KNIGHTDALE NC 27545-0640 OLD FERRELL RD 0 ZEBULON NC 27597-1128 WALTON HILL RD 0 KNIGHTDALE NC 27545-9693 PRINCESS CRIES 103 KNIGHTDALE NC 27545-9782 TRANQUILITY LN 266 6301 ROBERTSON POND RD SMITHFIELD RD 0 KNIGHTDALE NC 27545-9782 TRANQUILITY LN 249 KNIGHTDALE NC 27545-9782 TRANQUILITY LN 245 KNIGHTDALE NC 27545-0154 GRIFFIN ST 0 KNIGHTDALE NC 27545-9693 PRINCESS CRIES 105 RALEIGH NC 27604-5933 ROBERTSON ST 840 WENDELL NC 27591-0398 FLOWERS ST 202 KNIGHTDALE NC 27545-9379 OLD FERRELL RD 817 KNIGHTDALE NC 27545-8553 FLOWERS ST 0 4948 WINDY HILL DR #A PLUM BLOSSUM DR 0 1912 PENDELTON DR CAL ERIN CIR 0 KNIGHTDALE NC 27545-9188 HIDDEN HOLLOW LN 4729 RALEIGH NC 27612-4740 SMITHFIELD RD 2609 KNIGHTDALE NC 27545-9379 OLD FERRELL RD 805 KNIGHTDALE NC 27545-9384 TRANQUILITY LN 0 KNIGHTDALE NC 27545-8082 HIDDEN HOLLOW LN 4733 2152000 2155000 2158000 2161000 p. • ¦ V # ? __# * a F • I- % 2 ¦I Yara ?? f? f err .5 9 Sr ?+ - * 11 f ., ?I 91 I. t ,. --e" .?. ? ?- ? ? ? ?, ? ... - ? `. k ?_ 1f, 811 ? - ?t ?-.-.?`? •.r"a - ? _'? ? ,. 11 gx'J I p % {i... 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Project: Poplar Creek Utility Line y ntgengraphc eaturesshnwnonthsmap sparalaccuracyntmeasurementpro dedby 4 Engineering•EnVironmental•Geote[hni[al on wake county, NC source agencies can be obtained by contacting F&R I 4s z? ', 'Av'a? ' Locati 310 Hubert Street I L _ X4;'•1. - _ 1 I ry 'a , ' F&R Project No.: 6615146 4 :•< S f Raleigh, North Carolina 27603-23021 USA Data: Soil Survey of Wake County, NC y T919.828.34411F919.582-0304 Date: lan xolo Scale: 1:16,000 linch equals 0.25miles Fig2 2152000 2155000 2158000 2161000 I I I I I I I I I I I I I I I I I I I I I M 205 PC 77 A w 17 A-?A-7505 "-W AV _ WADFA. N- - - - - - - - ------------- . ---- M .. ?. ?I , , f F , . ?? i - 77 y f 1 J MEMD 1 - FUTURE 6070V ' e , ..., _ r ? OFF- i i i t ( F n ... (. 1 ` r HAT! .-_ ., :6 " IN ik DER _ ,.. .i S SAL C --, - _ 7. 7 ..fin ... J 1. _ l? -7 /7 7, 1 ? / i i i ..- s aw !x , :. .. 1 .. ' r p .• ., '? s .. 9G Q 2 4 -, 7 4 ? 2100 . ? -60 - 70M. WPM 07 RRTA" 1 1 .",. ,. c' D a & 4 f ? f " 1H L 0 5 M3 =C_ - . ? i _, _ _ _..,. _ LOW AU& ?. _ _ _ ... .... .... JJ ? - - ILL. F N ,,.. ?. y i i r' ' Soul ...F .. .. ........ : 215505, I r , tim y y / i a , ATI TOT 75? in m5woov, . . r t /r J 2 2 e ,f L, 'z t , 75 T s .n" OWW ARE WMAIAL GRAM 7. ( . It I: 1 :, I r ?? ? .. t 11 v 1 , ?QCAUZM W 101 03535C227 , - _ ..., +a' v ? AR C Of T .. - ice. . . 1 r e C-M V T _ )C.! -- ...... ... Q? l J - - 6J 1{ 1 '4 1 SS 1 '1 1 1S 4 1 1 f -l, t' .V l... z .+ .. 1 lot 1705-65- PJV; r r KG E? OF ET gin F _ N F ;;?.. _ L, ,, L &o r r r / I: r F D, .;.. ........ ..... .... „,.„.,m.....--" _. __. _. ____?. _...... .....®?: X41... -'•'??2 J - 7 _.._. _. - ? t 1 , t _. I „. .. ........ ... ......... ,_ ..... ..... ... OF I 35C ...... ......... .. l ... - J M- 1337 T ' 1 ., n ." I ..? / 1 . . -- - --- - -------- r r .- r WK ' '. .rdn .; . ... ' ____ ... ..... - noto ?r ..N, 2" 22 WTI J'- ... .° 1 I - - ?? m, . r .- 1 : 13 - 51 : Y?? ) -- ----------- 5 d MGM t ` U .. .. ; .:? i t ; " A ?j e - n J S , p K SP W, LL_ S 'r _, __ ^- _ 'i K;LAUT RTC , f f _ , - r ' _. 1 DN L. ?s ??- - ....... .... ....... ......... ...... ..... .? -? YET 12 . ? , 0 ,.. 1 '?. ,;._. . - ?: -? ' . . OF! 4 • - _ ........... L7 SEW,? •.; A , i P' E - TD 1 t }t .... y - 4 (NAME) ----- _—__ (TITLE)--- (TITLE) __ (DATE)----- (AID)--- 1, (DATE)-----(AID--I, ROBIN L. LEE, PLS L-3759, CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN FIELD SURVEY MADE UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G.S. 4-7-30, AND IS NOT INTENDED FOR RECORDATION. DATES OF SURVEY WERE PERF RMED FROM MUNE 2008 TO AUGUST 2008. 4, 1� 1 �4 20' TEMPORARY CONSTRUCTION EASEMENT f F700( l 1 20° TEMPORARY � CONSTRUCTION EASEMENT 7 1730 Varsity Drive, Suite 500 RaleIgh, North Carolina 27606 Phone, (919)232i-8091, F= (919)M-8031 WETLAND DEILINEATION SURVEY OF I FOE~~••• CITY OF RALEIGH GATE: AUGUST 1, 2009 SOA, • 1# = 10' IM LEGEND 11 DB DEED BOOK BM BOOK OF MAPS PG PAGE R/W MIGHT OF WAY WFF WETLAND FLAG FOOPS FEATURE CONTINUES OFF PROJECT SITE IM .y M .... .._... -.- ....... , .. . .. ... .. ......... ... lI (TITLE)----- (DATE)._..---------------------- --- 1 1 } 20` TEMPORARY —I CONSTRUCTION EASEMENT f PROPOSED 40' CITY OF RALEN SANITARY SEWER EASEMENT 610002 F60001 NF50505 WF505 7 50508 5050E 04 33 C/L OF POPLAR CREEK -1--A IS PROPERTY LINE '50010 WF50012 NWF,50009 50008 20' §EMPORARY ~" CONSTRUCTION EASEMENT 50007 50006 N f F 50005 T.G. ADAMS AND SONS, INC. DB 8732 PG. 1490 F50004 PIN: 1752--79-5003 � 50003 50001 WF50002 1. ALL DISTANCES SHOWN ARE 'HORIZONTAL GROUND MEASUREMENTS IN U.S. SURVEY FEET. 2. WETLANDS FLAGS AND OTHER ITEMS SHOWN WERE FIELD LOCATED BY MoKIM & CREED. 3. THE COORDINATES SHOWN ON THIS PLAIT ARE GROUND COORDINATES LOCALIZED AROUND AN NCGS MONUMENT, "HOUSE" NO GRID COORDINATES OF N 732432.70 FEET, E 2152493.88 FEET (DIAD 83--NSR;--07) THESE' GRID COORDINATES WERE DERIVED BY VRS (VIRUAL REFERENCE STATION) GPS USING DUAL FREQUENCY RECEIVER. THIS METHOD RESULTS IN NAD 83 (N RS 07) POSITIONS AND NAVD 88 (MSL) ELEVATIONS USING THE CONTINUOUSLY OPERATING STATIONS`` MAINTAINED BY NORTH CAROLINA GEODETIC SURVEY. THE COMBINED FACTOR USED FOR LOCALIZATION WAS 0.99990220 4. WETLANDS AND STREAMS WERE DELINEATED BY Froehling & Robertson, Inc. Em Internet Site: http: //www,mckimcreed.com WETLAND DEILINEATION, SURVEY OF POPLAR :. IM■t CREEK ► :: SANITARY.. EXTENSION FOR CIT'( OF RALEIGH DATE: AUGUST 1, 2009 SCALE: 1" = 1100} ST. MATTHEWS TOWNSHIP WAKE COUNTY NOR CAR( LEGEND DS DEED BOOK DM BOOB OF MAPS PG PAGE R/W RIGHT OF WAY WF WETLAND FLAG` FEATURE CONTINUES FLOPS CFF PROJECT SITE WETLAND DEILINEATION, SURVEY OF POPLAR :. IM■t CREEK ► :: SANITARY.. EXTENSION FOR CIT'( OF RALEIGH DATE: AUGUST 1, 2009 SCALE: 1" = 1100} ST. MATTHEWS TOWNSHIP WAKE COUNTY NOR CAR( UNE ; r r • .m? C UM OCKM MAY -, , - _ - - t „ - PRATA U i -' _ J 4 1 J -, ?, .. ... .... a J r - l I ... - a ?... _ ...?..J. ... ..._ .... ._... . ............. .... _ J, ..._ mm ." _ . r - ,. _ 00 ... i I ` J .. 441 IT 1 : no! VAT f0sTA .. i'f 01026 . .......... - Issons, 'J _........... J1 V3756?9 . i . ., i LEGEND _. OW N fw? WW?DNTQ ._ _ . - ... 1. ,.. ?'. 1 VVE _ h _ ` i _ 17K 0-svy 0?? SILO 1; A?J SCALE- , , ,.? .. - \ vq - 0 / n , / / n : 171 -------------- J ,fir ( I 9 .?. ... t t . i. .,- .. DB W 1 ; . Q ' K LE CENED Q A 17 22.73-2542 „ _ a ' T '' A "E ' . 1. -.. ? ? ; F I. ., - c l l( DUAL : v CPS CI ? vC i { ? 1/i ' "?I rj `?`r; 1 ? :AJ w? 4 r- ' . G .,,. , r ., : ._.._ _ _ , .,._ ,?. . _ .., ,, _ .. , ... r J N ri- _ w . _.. . _ C . t J \? ma SO,; i 1 l I ' ^ ........:. ? ' Ym i • '-.mom ?;•y,e,'; iii::.. ,_.. :-i???r?r:;F?:,? ., ?;, , i t \ ,: ti '.. , ...c r _ ..... ?. S _ v '06 i .... ... ry l , C x .. ..... V NPACT MLA Ell ZOO 2 BME,?< --- - DR DEW ROM 5l>f' ;r Gi 2, 'NETLANDS FLIES AND OWN PG p A (NA D S: - MRS -071 I&S' MA - - M K - _ f..?i (,_ v ??. ?1 .s r1.) 7; - ? 1 ,? I is 1 '/ P 1 s i, r. r, rf Ji i T ........ v, _ .., _ lZO-NE .,.E, ! Ibr / _ m -GAM ,(1rY .IS- ,._.1?, ?F. G d:P. DiN i C, ?y .7 1.'? `i oil l , r 7 - i Ole ?754-02 0254 r ' f / <1 1 2, K-LANDS .1 4 f rN / J MR VEMS SEC' W RE FEU! .J IEO Bn, VMS _ &VREEC? / O f TPE .r e.- WV 0 - AND _ ._ NCGS NC ORO FEATURE (N AD V SK G • / OOR ,.NA : Km VOW VRS J1UA R:_ rN07 r r m q LOVAUTAMN WAS 039900220 4 WE RANDS AND '. -, , •.- ,- ,--e . pc . By y F, _ I } ? ? ? ?.. ? ` f ?` 1. Ii1, ROM L. LEE. r? 77 _. tt '?i ?, `..? r,y 1. ?; r.' •_ l• .. ,. ,.,.. .. 47- .... !ZONE \ 1 ly , Vo ._ .l .. i? l rr .. / .. %CT ........., , r ,. 74? 13,7 ZIP f >> j 153? PC lit - - -- tl II Y [ ._. ._ T 540 . 1 r - w . T ` ,. r , i "^ wl , j + I ? a . 1 , MAN 4 P59 VT. 2045 20 - / J tt . DE bo7s J ? , LAX 709Q .(I ? i J fff rr k IN, i t 33 E,, d 1 ? ... DE BOOK ' ',..1- 11RL „y A. _S 1./YuN \H '. ',', ..> lid ARE GROUND COURMAGS MAKTD +N T ,. N 75&117C FEET E 2 1501189 FEET , 1 ?; r, rME D. r, '..' 31 vps /r, 83-%Q-071 M COORDWAT& i ri ,.v r KY KOM . r ?. lip i l ' t ,_ ;MATC :,v !v.?' r.. C ?_ ?? ,`_• a ?''.J ' f-, ., (..'! _ ': r ??. , , +? + " WAS C 199S0220 ..: - 'c' TWO i r 'ov , ATA , 1 . I - DRAW . ... UNDER my .: ":::' .": 'J:W'I•`. .. J;'?, r1: ?. i'i'i.'.':., ;.)•, !'1 \??... :4"/t .. ... TVs MAP DOES AN CCAFORV TO as - I r -. ,- ....................... ........... ........ ...- .... _.... -.._...... RqBN L. -. W C ........... UFF&I AMC- , ZONE ZON I F! A L .. 4 _ /r M? 0:\! t .7 - - -------- --- - --- c r r i vIlc n.: I 740785 78 l t .... . s ? 4 2 10 '1 ._ I YA now" j (s3? ( 4 ? J t r A / • 2156207 Y.- i p 1 . „. P 2-2 A / _ i (/.. ! I A t , R, ' WENT MOWS V \ \ \\ w? 1 1 t \ 44 / - rrvmar VaPo.-„n LB 07, , w \ .... 124 N/F 2001 PG 2108 Do 6075 PG. i ` c `, i - , - 77 5 A r L ! ' ,' N C „ r' Pi ARV I H .,./,,RD!.v;, _, -_-.. r- ON I IS -Ii '.. ARK GROUND N,.. T To r. l ,.- N• N 73W AY f i, r ,.._;2Q543 , , „ - l, a '?,?`-.' S Yi f .V ,.:c 1M V IT 1`1';\IP'<l,':`W.. 1 I .,: '&, V ? TARED 8Y NO `. .,:: P .: -A_ E ?h. : _R SANITAY I FOR, no . : I L. ME , PQ Ku _W ;JRM 0 M. 1. (_ FROM PERFUMED .. L. -23:D6 ... 1 L \ \ \ 1 9 1?. _ - `.rt .. I 3 IJJ\.f S ,.. .. A, I APE U',M 1'' Al S> 9 (; ?I {._`', L %'A( \l. AND `'a YlK S5 (MSL) LIMP= HOG ,'l'. CON DCAUZATON .,,,?I ... , __ `'?. i?,,....{ ,. - _I ,k. \. \,[ .. alb ??.<<. ,, i' ? ? ?l°?I?r. h,?(? ,'1?., , „i, I S A 1:5 I j ,{rte _...._ _ .. PAL ,.. ,iM1,.. .. ,. , r _y 2- 1 ... .: L , . _ x f c x) ) '"'mc w r r? , .. .. . , , _ ... ... I 1 1? C` _ ... , :3 ? C F ...... -- i .... . ?:. -- ... F J l f l F - I +.. j S 5 ) } j r ? i a F i , .N"?•. F r NA-D -ON A; N S_tcJ s ?•.1 u __ ?(; , ....... .............. h, ... v, .,4_',- ,. 737517,31 "a ?'?` _ 4 f 0 a ' . .. ... y. i Dh 7388 Pa Y4,-! fit 1 - j, I 1755, 0-314 7 \ r t is yr 1 1- - , - "' , , P?AT ARE C5 0 '%0 . N ail 1`• >?' (MAD P5.NSRS.CV! THF57 GEL LOSAWATCA WAS 00929022C 1 , 'ARAN PAT h,n:Y, ?7 17-7 (110231-Ml Van (01 V25 Q- 010? p y R030; LEE, L-3751 R - .+; W M DRAWN UNDER MY so 0N F'Oiv? ., _.. _. -. , . ; .. -._...._ _ .. 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