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Home My WebLink About20091184 Ver 1_More Info Received_20100126°9-11$q, r]=pJ Kidey-Hom and Associates, Inc. January 20, 2010 Mr. Alan Johnson North Carolina Department of Environment and Natural Resources Division of Water Quality 610 East Center Avenue, Suite 301 Mooresville, NC 28115 Mr. Steve Chapin Asheville Regulatory Field Office US Army Corps of Engineers 151 Patton Avenue, Rm 208 Asheville NC, 28801-5006 RE: Charlotte-Mecklenburg Utility Department 2009 Hood Road North Annexation DWQ# 09-1184 Dear Mr. Johnson: ¦ Suite 300 4651 Charlotte Park Drive Charlotte, North Carolina 28217 E rd]r T% JAN 2 G 2C ? DENR - WATER QUALITY VIETLANDS AND STOR,'MATER OMNCH We are in receipt of your letter dated December 3, 2009 which requests additional information for the 401 Water Quality Certification for the 2009 Hood Road North Annexation project. The following provides a response for all of your comments in the bulleted list that we received: 1. The use of rip rap in the stream channel. The plans have been modified to show rip rap extending from the upstream side of the temporary easement to the downstream side of the permanent easement reducing the total impact area. After construction the rip rap is to be taken out of the stream bed. (See Exhibit A) 2. Clarification of permanent and temporary impacts. The plans, figures, and permit application have been amended to show the reduced temporary and permanent impacts. These impacts have been reduced by limiting the work area to one side of the .stream. Clarification whether borings or open cut will be utilized for stream crossings. All stream crossings will be open cut as stream soils are unsuitable for borings. 4. Clarification of working in the dry. Depending on the particular stream, one of two methods will be implemented to construct across the channel. One method will involve having the pipeline constructed in two segments, each to the middle of the stream channel. The stream will be diverted around the construction area via the installation (?fa coffer dam. This will create TEL 704 333 5131 FAX 704 333 0845 CIMFI Kimley-Hom and Associates, Inc. Mr. Alan Johnson, January 20, 2010, Pg. 2 a construction "peninsula" into the stream, but will still allow for the continuous flow of water. Once one side has been installed it may be restored to allow stream flow over the newly constructed pipe. The other side/section of the pipe would then be installed completing the crossing. For lower flow situations the channel would be completely blocked. This will create a complete crossing in the dry allowing the construction to proceed quickly across the stream channel. Depending on the stream flow bypass pumping may be used to maintain the stream flow as well as the coffer dam integrity during construction. A revised project summary sheet, pre-construction notification form (with figures), and a revised set of plans is attached. Very truly yours, KIMLEY-HORN AND ASSOCIATES, INC. Chad Evenhouse, PWS cc: File ? ?o 0 ?0 0 0 ?'1 = o v y to m?z ° ? D n? p r Z o0 o O ? 4 o I? o ? O o z ti n 2 I? I CD CIEF1 Kimley-Horn and Associates, Inc. Project Site Meeting For: 2009 Annexation - Hood Road North Sanitary Sewer November 19, 2009 10:15am - 12:15pm Meeting Memorandum Attendees 11/19/09: Chris Tinklenberg, WPIT, Kimley-Horn & Associates (KHA) Zak McClellan, P.E. KHA Chad Evenhouse, PWS, KHA Alan Johnson, North Carolina Department of Water Quality (NCDWQ) Steve Chapin, United States Army Corps of Engineers (Corps) Purpose Kimley-Horn and Associates, Inc (KHA) staff met on behalf of Charlotte-Mecklenburg Utilities (CMU) with the North Carolina Division of Water Quality (NCDWQ) and U.S. Army Corps of Engineers (Corps) to discuss the 404/401 permit application and Preliminary Jurisdictional Determination request for the 2009 Annexation North Hood Road Sanitary Sewer project (Nationwide Permit 12 application submitted on November 5, 2009. The meeting was held to review the project and permit application and address agency questions related to the design and proposed activities. The following comments are presented by review areas discussed in the field. The areas reviewed in the field were selected to represent the project as a whole, as well as provide a review of the more significant areas of proposed impacts. Southern Outfall Area (Wetland #7, Impact #4; Stream #5, Impact #7) • NCDWQ, Corps, and KHA concurred on shifting the temporary easement currently located in Wetland-7 north approximately 1Oft. to minimize temporary wetland impacts. • NCDWQ requested that trees greater than 8" DBH not be cleared within the wetland area temporary construction easement where practicable. • Corps required that the permit application be amended to account for forested wetland impacts within the permanent easement be considered permanent due to the change in vegetation community type. Areas that would be re-forested would be considered temporary impact. • Agencies recommended that the City provide for 404/401 compliance documentation during construction of significant impact areas. Northern Outfall (Wetland #1, Impact #1; Stream #6, Impact #3) NCDWQ asked whether temporary riprap for the stream crossings would be removed after construction. KHA said that riprap would be removed from the channel bottom, but would remain along the banks for stability. KHA said that they would review the option of removing all riprap with CMU. • NCDWQ and the Corps recommended that a more aggressive re-vegetation plan along the stream banks be applied rather than just seeding. KHA said that the planting plan would be amended to include woody species plantings typical of stream restoration and streambank stabilization projects. A planting list and specifications would be submitted with the amendments to the permit application. • Agencies were mostly concerned with incorporating species that grow and mature quickly as to stabilize and shade wetlands/streams in the shortest amount of time possible. Other Comments All larger impact areas (i.e. wetland impacts greater than 0.10 acres, or stream impacts greater than 40 linear feet) will require more discussion and justification as to the need to impact that amount of area. KHA agreed that these areas were more difficult to minimize impacts due to various factors (i.e. topography, property lines, design requirements of the gravity sewer, etc.) and that a summary table with notes on site limitations or design constraints would be provided with the amendment to the permit application. KHA will provide the following information with the amendment to the Nationwide Permit (12) application: o Design changes with modified figures per the on-site discussion to move the temporary easement where practicable. o Recalculate impacts to include permanent impacts for wetlands where the vegetation community will be converted from forested to herbaceous. o Provide a summary table including notes for each larger impact area describing the design requirements or site constraints affecting the impact area and justification for the impact. o Amended impact summary table for the permit and project summary sheet originally submitted. END Prepared by: Chad Evenhouse, PWS Kimley-Horn ©®? and Associates, Inc. 4651 Charlotte Park Drive, Suite 300 Charlotte, North Carolina 28217 704-333-5131 2009 Hood Road North Annexation (817-08-602 & 910-08-078) 15474016 Summary Table for Larger Impact Areas 1/20/2010 The following summary table reflects the design constraints for the specified permanent impact area. This table was requested during our meeting at the project site on November 19, 2009. 2009 ANNEXATION - HOOD ROAD NORTH SANITARY SEWER IMPACT AREA/LENGTH SHEET NUMBER AVOIDANCE/MINIMIZATION SOUTHERN OUTFALL S3 (Intermittent) - Impact 8 62.7 22 Alignment parallels Plaza Road Extension (Sta 7+70 - Sht 22) ROW to minimize impact on property. SOUTHERN OUTFALL Segment C branches off Segment A to W7 - Impact 4 0.15 24 reach Pinenoll Lane. Temporary easement (Sta 1+00 - Sht 24) relocated to the north side of the wetland and follows property line. SOUTHERN OUTFALL W9 - Impact 3 0.08 20 (Sta 56+00 - Sht 20) Alignment avoids steep terrain. SOUTHERN OUTFALL S1 (Perennial) - Impact 2 50.8 21 Alignment minimizes impacts to the Steven (Sta 70+30 - Sht 21) 1 Farnie Property (PID 10525323) by avoiding potable water wells. SOUTHERN OUTFALL Alignment follows grade and property lines W3 - Impact 1 0.06 21 to minimize impacts to the Farnie (PID (Sta 73+50 - Sht 21) 10525323) and Hashemloo (PID 10525317 and 10525315) properties. NORTHERN OUTFALL Alignment ties into an existing manhole 53 (Perennial) - Impact 13 41.3 29 and crosses the stream to continue outside (Sta 0+35 - Sht 29) the SWIM buffer. NORTHERN OUTFALL Alignment crosses stream in this location to S1 (Perennial) - Impact 6 40.1 33 avoid steep terrain and remain close to (Sta 5+00 - Sht 33) property lines. NORTHERN OUTFALL Alignment crosses stream in this location to S6 (Perennial) - Impact 3 50.7 31 avoid impacts to properties on the north (Sta 24+00 - Sht 31) side of the stream, and to provide sanitary sewer to Horseshoe Bend Drive. ? ? ? Kimley-Horn and Associates, Inc. Project Summary Sheet Project Name: 2009 Annexation - Hood Road North Sanitary Sewer Applicant Name and Address: Barry Shearin, PE Charlotte Mecklenburg, Utilities 5100 Brookshire Blvd. Charlotte. NC 28216 Telephone Number: (704) 391-5080 Type of Request: ® Nationwide PCN (NWP # 12) ? Indivic Jurisdictional Determination ? Other: Included Attachments: ? Project Plans ® USGS Map ® Agent Authorization ® Delineation Sketch ® Data Forms (Up & Wet) ® NCDWQ Stream Forms ? NCEEP Confirmation ® Aerial Photo ? Agency Correspondence ? Other: lual Permit Application ® NRCS Soil Survey ? Delineation Survey ® USACE Stream Forms ® Site Photos ? Other: Check if applicable: ? CAMA County ? Trout County ? Isolated Waters ? Section 7, ESA ? Section 106, NHPA ? EFH ? Mitigation Proposed (? NC EEP ? On-Site ? Off-Site ? Other) County: Mecklenburg, Nearest City/Town: Charlotte Waterway: UT to Reedy Creek H.U.C.:03040105 Property Size (acres): 26 Site Coordinates (in decimal degrees): 35.26545 ON River Basin: Yadkin USGS Quad Name: Harrisburg,, NC Approx. Size of Jurisdiction on Site (acres): <0.10 -80.69252 °W Project Location: The proposed proiect is located in Charlotte Mecklenburg, County NC west of I-485 in the vicinty of North Hood Road between Caldwell Road (to the north) and Plaza Road Extension (to the south) Site Description: The maiority of the proiect corridor is forested and undisturbed However, section of the corridor are located in maintained yards and the corridor also crosses several roadways including Brookwood Road Wild Nursery Court Hood Road and Plaza Road Extension. Impact Summary (if applicable):- The proiect will result in temporary impacts to 1,227.7 linear feet of stream channel from 40 utility crossings, 0.67 acres of temporary impacts to wetlands from 19 utility crossings; and 0.63 acres of permanent impacts from 17 utility crossings. Open Water Wetland Stream Channel NWP # (acres) (acres) Intermittent and/or Unimportant Aquatic Function Perennial and/or Important Aquatic Function Temp. Perm. Temp Perm Temp. Perm. Temp. Perm. . . If ac if ac If ac If Ac 12 0.67 0.63 187.6 0.02 1,040.1 0.13 Total Total Permanent Impact to Waters of the U.S. (acres) 0.63 Kimley-Horn Contact: Chad Evenhouse, PWS Direct Number: (919) 677-2121 ¦ 0 P.0 Box 33068 TEL 919 677 2000 Raleigh, North Carolina FAX 919 677 2050 27636-3068 O?0F WA TF19 O Y 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 1a. Type(s) of approval sought from the Corps: ®Section 404 Permit El Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ? Yes ® No 1d. Type(s) of approval sought from the DWQ (check all that apply): ® 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit ? 401 Water Quality Certification - Express ? Riparian Buffer Authorization 1e. 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 h below. ? Yes ® No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No 2. Project Information 2a. Name of project: 2009 Hood Road North Annexation 2b. County: Mecklenburg . 2c. Nearest municipality / town: Charlotte 2d. Subdivision name: Hood Road North Annexation Area 2e. NCDOT only, T.I.P. or state project no: ? i 3. Owner Information 1101AM95SANDSrrntrM;IrcR BRANCH 3a. Name(s) on Recorded Deed: See attachments 3b. Deed Book and Page No. See attachments 3c. Responsible Party (for LLC if applicable): NA 3d. Street address: 3e. City, state, zip: 3f. Telephone no.: 3g. Fax no.: 3h. Email address: Page 1 of 15 PCN Form - Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: ? Agent ® Other, specify: Charlotte Mecklenburg Utilities 4b. Name: Barry Shearin, PE 4c. Business name (if applicable): Charlotte Mecklenburg Utilities 4d. Street address: 5100 Brookshire Blvd. 4e. City, state, zip: Charlotte, NC 28216 4f. Telephone no.: 704-391-5080 4g. Fax no.: 704-389-9180 4h. Email address: bshearin@ci.charlotte.nc.us 5. Agent/Consultant Information (if applicable) 5a. Name: Chad Evenhouse 5b. Business name (if applicable): Kimley-Horn and Associates, Inc. 5c. Street address: 3001 Weston Parkway 5d. City, state, zip: Cary, NC 27514 5e. Telephone no.: 919-677-2121 5f. Fax no.: 919-677-2050 5g. Email address: chad.evenhouse@kimley-horn.com Page 2 of 15 PCN Form - Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): See Attachments 1 b. Site coordinates (in decimal degrees): Latitude: 35.26545 Longitude: - 80.69252 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 26 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Reedy Creek proposed project: 2b. Water Quality Classification of nearest receiving water: Class C water 2c. River basin: Yadkin 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 project site is located east of the current city limits, between Caldwell Road (to the north) and Plaza Road Extension (to the south). The majority of the project corridor is forested and undisturbed. However, sections of the corridor are located in maintained yards and the corridor also crosses several roadways, including Brookwood Road, Wild Nursery Court, Hood Road, and Plaza Road Extension. Existing land use in the vicinity of the project is low and medium density residential development. 3b. List the total estimated acreage of all existing wetlands on the property: 1.39 acres or the total area within the easement. 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,701.9 linear feet or the total area within the easement. 3d. Explain the purpose of the proposed project: The purpose of the project is to construct approximately 6 miles (31,900 LF) of 8", 12" and 18" diameter gravity sewer to serve the Hood Road North Annexation Area in east Mecklenburg County. As part of the annexation proccess, Charlotte- Mecklenburg Utilities has a responsibility to provide sanitary sewer to these areas. The proposed gravity sewers are being constructed as part of 2009 Hood Road North Annexation in order to provide area residents with the capability of connecting to the city owned and maintained sanitary sewer. 3e. Describe the overall project in detail, including the type of equipment to be used: Construction will be performed using heavy equipment such as bulldozers and excavators to dig a trench, install the pipe, and backfill to pre-existing grade and contours. Crossings of stream channels and wetlands will utilize open trench techniques. Where open trench techniques are used, construction will be completed in dewatered conditions by using cofferdams and pumps. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? ®Yes ? No ? Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type f ? Preliminary ®Final o determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Kimley-Horn and Name (if known): Chris Tinkfenberg, Environmental Analyst Associates, Inc. Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. See attached Army Corps of Engineers Jurisdictional Determination. Page 3 of 15 PCN Form - Version 1.3 December 10, 2008 Version 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ? Yes ® No ? Unknown 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ? Yes ® No 6b. If yes, explain. At this time, no additional phases are planned for the pipeline. 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 4 of 15 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 Open cut, backfill to existing grade Northern Outfall Refer to attached plans (System Riparian, ® Yes ® Corps W1-Impact 1 ®P ? T Improvements to Forested ? No ? DWQ 0.02 Serve Hood Rd. North Annex. Area, 09109) See sheet 31 Construction access, backfill to existing grade W1-Impact 1 Refer to attached Riparian, ®Yes ®Corps ? P ® T plans (System Forested No ? DWQ ? 0.025 Improvements to Serve Hood Rd. North Annex. Area, 09109) See sheet 31 W2-Impact 2 Open cut, backfill to Riparian ® Yes ® Corps ® P F1 T existing grade , Forested ? No ?DWQ See sheet 31 0.004 Construction W2-Impact 2 access, backfill to Riparian, ® Yes ® Corps ? P ® T existing grade Forested ? No ? DWQ See sheet 31 0.008 W4 -Impact 3 Open cut, backfill to Riparian ®Yes ®Corps ®P ? T existing grade , Forested ? No ?DWQ See sheet 34 0.011 Construction W4 -Impact 3 access, backfill to Riparian, ® Yes ® Corps ? P ® T existing grade Forested ? No ? DWQ See sheet 34 0.017 W5-Impact 4 Open cut, backfill to Riparian, ® Yes ® Corps ® P ? T existing grade See sheet 30 Forested ? No ?DWQ 0.026 Construction W5-Impact 4 access, backfill to Riparian, ® Yes ® Corps ? P ® T existing grade Forested ? No ? DWQ See sheet 30 0.025 Construction W6-Impact 5 access, backfill to Riparian, ® Yes ® Corps ? P ® T existing grade Forested ? No ? DWQ See sheet 29 0.003 W7-Impact 6 Open cut, backfill to Riparian ®Yes ®Corps ®P ? T existing grade , Forested ? No ?DWQ See sheet 29 0.035 Construction W7-Impact 6 access, backfill to Riparian, ® Yes ® Corps ? P ® T existing grade Forested ? No ? DWQ See sheet 29 0.035 Page 5 of 15 PCN Form - Version 1.3 December 10, 2008 Version W8-Impact 7 Open cut, backfill to existing grade Riparian, ® Yes ® Corps P ® ? T See sheet 29 Forested El No El DWQ 0.015 Construction W8-Impact 7 access, backfill to Riparian, ® Yes ® Corps ? P ® T existing grade Forested ? No ? DWQ See sheet 29 0.015 Southern Outfall Open cut, backfill to Riparian ® Yes ® Corps W3-Impact 1 ® P ? T existing grade See sheet 21 , Forested ? No ?DWQ 0.06 Construction W3-Impact 1 access, backfill to Riparian, ® Yes ® Corps ? P ® T existing grade Forested ? No ? DWQ See sheet 21 0.06 W4-Impact 2 Open cut, backfill to existing grade Riparian, ® Yes ® Corps ® P ? T See sheet 21 Forested ? No ?DWQ 0.02 Construction W4-Impact 2 access, backfill to Riparian, ® Yes ® Corps ? P ® T existing grade Forested ? No ? DWQ See sheet 21 0.02 W9-Impact 3 Open cut, backfill to existing grade Riparian, ®Yes ®Corps ®P ? T See sheet 20 Forested ? No ?DWQ 0.08 Construction W9-Impact 3 access, backfill to Riparian, ® Yes ® Corps ? P ® T existing grade Forested ? No ? DWQ See sheet 20 0.09 W7-Impact 4 Open cut, backfill to existing grade Riparian, ®Yes ®Corps ®P ? T See sheet 19,20&24 Forested ? No ?DWQ 0.15 Construction W7-Impact 4 access, backfill to Riparian, ® Yes ® Corps ? P ® T existing grade Forested ? No ? DWQ See sheet 19,20&24 0.13 W8-Impact 5 Open cut, backfill to existing grade Riparian, ®Yes ®Corps ®P ? T See sheet 19 Forested ? No ?DWQ 0.03 Construction W8-Impact 5 access, backfill to Riparian, ® Yes ® Corps ? P ® T existing grade Forested ? No ? DWQ See sheet 19 0.04 W2-Impact 6 Open cut, backfill to existing grade Riparian, ®Yes ®Corps ®P ? T See sheet 23 Forested ? No ?DWQ 0.03 Construction W2-Impact 6 access, backfill to Riparian, ® Yes Corps ? P ® T existing grade Forested ? No ? DWQ See sheet 23 0.03 W5-Impact 7 Open cut, backfill to existing grade Riparian, ®Yes ®Corps ®P ? T See sheet 25 Forested ? No ?DWQ 0.02 Construction W5-Impact 7 access, backfill to Riparian, ® Yes ® Corps ? P ® T existing grade Forested ? No ? DWQ See sheet 25 0.02 Page 6 of 15 PCN Form - Version 1.3 December 10, 2008 Version Construction W5-Impact 8 access, backfill to Riparian, ® Yes ® Corps ? P ® T existing grade Forested ? No ? DWQ See sheet 25 0.003 Western Outfall Open cut, backfill to Riparian ® Yes ® Corps W1-Impact 1 existing grade , Forested ? No ?DWQ ® P ? T See sheet 14 0.02 Construction W1-Impact 1 access, backfill to Riparian, ® Yes ® Corps ? P ® T existing grade Forested ? No ? DWQ See sheet 14 0.004 W3-Impact 2 Open cut, backfill to existing grade Riparian, ® Yes ® Corps ®P ? T See sheet 13 Forested ? No ?DWQ 0.01 Construction W3-Impact 2 access, backfill to Riparian, ® Yes ® Corps ? P ® T existing grade Forested ? No ? DWQ See sheet 13 0.02 W4-Impact 3 Open cut, backfill to existing grade Riparian, ® Yes ® Corps ® P F] T See sheet 6 Forested ? No ?DWQ 0.04 Construction W4-Impact 3 access, backfill to Riparian, ® Yes ® Corps ? P ® T existing grade Forested ? No ? DWQ See sheet 6 0.06 W5-Impact 4 Open cut, backfill to existing grade Riparian, ® Yes ® Corps ®P ? T See sheet 6 Forested ? No ?DWQ 0.06 Construction W5-Impact 4 access, backfill to Riparian, ® Yes ® Corps ? P ® T existing grade Forested ? No ? DWQ See sheet 6 0.06 2g. Total wetland impacts 1.3 2h. Comments: 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 - 404, 1 0 (Corps s length Permanent (P) or intermittent DWQ - non- 404 , w dth (linear Temporary (T) (INT)? other) (feet) feet) Northern Outfall Open cut, backfill to UT to Reedy ® PER ® Corps S6-Impact 1 ? P ® T existing grade See sheet 31 Creek ?INT ? DVVQ 3 36.6 S6-Impact 2 Open cut, backfill to existing grade UT to Reedy ® PER ® Corps ? P ®T See sheet 31 Creek ?INT ?DWQ 3 29.2 S6-Impact 3 Open cut, backfill to existing grade UT to Reedy ® PER ® Corps F1 P ® T See sheet 31&37 Creek ? INT ? DWQ 3 50.7 S3-Impact 4 Open cut, backfill to existing grade UT to Reedy ®PER ®Corps F] P ®T See sheet 30&33 Creek ?INT ?DWQ 5 26.5 Page 7 of 15 PCN Form - Version 1.3 December 10, 2008 Version S1-Impact 5 Open cut, backfill to existing grade UT to Reedy ® PER ® Corps 3 ? P ®T See sheet 33 Creek ?INT ?DWQ 36.0 S1-Impact 6 Open cut, backfill to existing grade UT to Reedy ® PER ® Corps 3 ? P ®T See sheet 33 Creek ?INT ?DWQ 40.1 S1-Impact 7 Open cut, backfill to UT to Reedy ® PER ® Corps ? P ®T existing grade See sheet 33 Creek ?INT ?DWQ 3 32.7 S3-Impact 8 Open cut, backfill to existing grade UT to Reedy ® PER ® Corps 5 ? P ®T See sheet 30 Creek ?INT ?DWQ 27.5 S4-Impact 9 Open cut, backfill to existing grade UT to Reedy ? PER ® Corps 4 F] P ® T See sheet 29 Creek ® INT El DWQ 27.8 S3-Impact 10 Open cut, backfill to existing grade UT to Reedy ® PER - ® Corps 5 P ® T ? See sheet 29 Creek I INT [ E] DWQ 25.6 S3-Impact 11 Open cut, backfill to existing grade UT to Reedy ® PER ® Corps 5 ? P ®T See sheet 29 Creek ?INT ?DWQ 25.1 S5-Impact 12 Open cut, backfill to existing grade UT to Reedy ® PER ® Corps 6 ? P ®T See sheet 29 Creek ?INT ?DWQ 24.1 S3-Impact 13 Open cut, backfill to existing grade UT to Reedy ® PER ® Corps 5 ? P ®T See sheet 29 Creek ?INT ?DWQ 41.3 S6-Impact 14 Open cut, backfill to existing grade UT to Reedy ® PER ® Corps ? P ® T See sheet 31&37 Creek ? INT ? DWQ 3 36.4 S1-Impact act 15 p Open cut, backfill to existing grade UT to Reedy PER ®Corps ? P ®T See sheet 33&36 Creek ?INT ?DWQ 4 38.2 Southern Outfall Open cut, backfill to UT to Reedy ? PER ® Corps S1-Impact 1 ? P ® T existing grade See sheet 21 Creek ®INT ?DWQ 2 13.6 S1-Impact 2 Open cut, backfill to existing grade UT Reedy ® PER ® Corps ? P ® T See sheet 21&27 Creek ?INT ? DW Q 2 50.8 S1-Impact act 3 P Open cut, backfill to existing grade UT to Reedy PER ®Corps ? PE T See sheet 21 Creek ?INT ?DWQ 2 17.9 S1-Impact act 4 P Open cut, backfill to existing grade UT to Reedy PER ®Corps Fl P® T See sheet 20 Creek ? INT ? DWQ 2 36.5 S1-Impact 5 Open cut, backfill to existing grade UT to Reedy ®PER ®Corps ? P ® T See sheet 20 Creek [:1 INT F1 DWQ 2 25.5 S5-Impact 6 Open cut, backfill to existing grade UT to Reedy PER El Corps ? P ®T See sheet 20 Creek ?INT ?DWQ 3 27.2 S1-Impact act 7 P Open cut, backfill to existing grade UT to Reedy ®PER ®Corps El P ® T See sheet 19 Creek ? INT E] DWQ 10 25.3 Page 8 of 15 PCN Form - Version 1.3 December 10, 2008 Version S3-Impact 8 Open cut, backfill to existing grade UT to Reedy ? PER ® Corps 3 5 F1 P® T See sheet 22 Creek ® INT ? pWQ . 62.7 S1-Impact 9 Open cut, backfill to existing grade UT to Reedy ® PER ® Corps [:1 P ®T See sheet 17 Creek ?INT ?pWQ 10 27.6 S1-Impact act 10 P Open cut, backfill to existing grade UT to Reedy ®PER ®Corps ? P ®T See sheet 16 Creek ?INT ?DWQ 10 36.3 S10-Impact 11 Open cut, backfill to existing grade UT to Reedy ®PER ®Corps ? P ®T See sheet 15 Creek ?INT ?DWQ 10 35.2 Western Outfall S4-Impact 1 Open cut, backfill to existing grade UT to Reedy ® PER ® Corps ? P ® T See sheet 10 Creek ?INT ?DWQ 7 5.9 S5-Impact 2 Open cut, backfill to existing grade UT to Reedy ?PER ®Corps ? P ®T See sheet 9 Creek ®INT ?DWQ 1 30.9 S3-Impact 3 Open cut, backfill to existing grade Reedy UT ® PER ® Corps ? P T See sheet 9 Cr ek ?INT ?DWQ 1 28.6 S9-Impact 4 Open cut, backfill to existing grade Reedy UT ® PER ® Corps ? P ® T See sheet 8 Cr ek ?INT ?DWQ 3 12.0 S9-Impact 5 Open cut, backfill to existing grade UT to Reedy PER ®Corps F1 P ®T See sheet 14 Creek ?INT ?DWQ 4 22.1 S9-Impact 6 Open cut, backfill to existing grade UT to Reedy PER ®Corps P ® T ? See sheet 14 Creek ? INT F] DWQ 4 30.0 S9-Impact 7 Open cut, backfill to existing grade UT to Reedy PER ®Corps ? P ®T See sheet 14 Creek ?INT ?pWQ 4 27.5 S9-Impact 8 Open cut, backfill to existing grade UT to Reedy PER ®Corps ? P ® T See sheet 13 Creek ? INT F1 DWQ 4 28.9 S9-Impact 9 Open cut, backfill to existing grade UT to Reedy ® PER ® Corps ? P ®T See sheet 7&12 Creek ?INT ?DWQ 10 33.0 S10-Impact 10 Open cut, backfill to existing grade UT to Reedy ® PER ® Corps ? P ® T See sheet 5 Creek ?INT ?DWQ 10 29.4 S13-Impact 11 Open cut, backfill to existing grade UT to Reedy PER ®Corps El P ® T See sheet 2 Creek El INT ? DWQ 10 39.2 S3-Impact 12 Open cut, backfill to existing grade UT to Reedy ?PER ®Corps F1 P ® T See sheet 10 Creek ®INT ?DWQ 4 32.4 S3-Impact 13 Open cut, backfill to existing grade UT to Reedy ?PER ®Cor s p ? P ®T See sheet 10 Creek ®INT ?pWQ 4 20.2 S3-Impact 14 Open cut, backfill to existing grade UT to Reedy ® PER ® Cor s p ? P ® T See sheet 10 Creek ?INT ?DWQ 4 31.2 3h. Total stream and tributary impacts 1,227.7 Page 9 of 15 PCN Form - Version 1.3 December 10, 2008 Version 3i. Comments: All impacts are temporary since the area will be restored to pre-existing grades and re-vegetated with native riparian species. 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. 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 ?P?T 02 ?P?T 03 ?P?T 04 ?P?T 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If and or lake construction proposed, then complete the chart below. 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 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? ? Yes ? No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: Page 10 of 15 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 an impacts require mitigation, then you MUST fill out Section D of this form. 6a. ? Neuse ? Tar-Pamlico ? Other: Project is in which protected basin? ? Catawba ? Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number - Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) Temporary T impact required? 131 ?P?T ?Yes ? No B2 ?P?T ?Yes ? No B3 ?P?T ?Yes ? No 6h. Total buffer impacts 6i. Comments: 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. All wetlands were delineated by KHA staff early in the design process and were avoided to the extent practicable when locating the utility easement alignment. Likewise, stream crossings were avoided to the extent practicable. Open cut trenching for construction was decided upon since the depth of the pipe would be too shallow for the practical use of directional boring. The number of stream crossings and wetland impacts were evaluated during design. Sanitary sewer routes were chosen to limit wetland impacts and temporary stream crossings. 1 b.Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. All stream crossings and wetland impacts will be temporary and returned to previous grade. Stream channels will be stabilized with erosion control measures and seeding. Erosion control measures will be used to contain all impacts and sedimentation within the temporary construction easement (i.e. silt fence, rip-rap, tree protection, temporary wood bridge, matting, etc.). All disturbed wetlands and streams are to be restored to previous grade and seeded with a native, riparian seed mix. No fescue seed is to be applied to wetland areas. All stream crossings will be constructed in the "dry", i.e. all flow will be pumped around the construction segment and stabilized prior to restoring flow. 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 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: N/A 3b. Credits Purchased (attach receipt and letter) Type Quantity Page 11 of 15 PCN Form - Version 1.3 December 10, 2008 Version 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ? Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ? Yes ® No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? ? Yes ® No 1 b. If yes, then is a diffuse flow plan included? If no, explain why. Comments: El Yes E] No Page 12 of 15 PCN Form - Version 1.3 December 10, 2008 Version 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: Impervious surface will not increase and there will be no increase in stormwater as a result of this project. 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? ? Phase II 3b. Which of the following locally-implemented stormwater management programs ? NSW apply (check all that apply): ? USMP ? Water Supply Watershed ? Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No attached? 4. DWQ Stormwater Program Review ? Coastal counties 4a. Which of the following state-implemented stormwater management programs apply ? HQW ? ORW (check all that apply): ? Session Law 2006-246 ? Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ? Yes ? No 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No 5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No Page 13 of 15 PCN Form - Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. 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: 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 213 .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. The project has been designed in order to meet the current needs of the existing residential community as a requirement for the 2009 City of Charlotte Annexation. 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 project is to convey wastewater and to connect to the City of Charlotte public utilities. Page 14 of 15 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? Refer to Reedy Creek Environmental Assessment. 5b. Have you checked with the USFWS concerning Endangered Species Act i ® F] Yes No mpacts? 5c. If yes, indicate the USFWS Field Office you have contacted. ? Raleigh ? Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? The U.S. Fish and Wildlife list for Mecklenburg County (01/31/2008) and the Natural Heritage Program online database were reviewed (10/09/2009) in order to determine whether the project would impact federally endangered or threatened species or Designated Critical Habitat. Carolina Heelsplitter occurs in Mecklenburg County. A historical reference (1870) of a Carolina Heelsplitter is documented in the Reedy watershed in the vicinity of the project area, however, the environmental assessment for the Reedy Creek Outfall Project (adjacent) surveyed for and did not locate any T&E issues. All stream crossings will be temporary. Proper erosion control measures will be utilized to prevent damage to the existing stream (i.e. temporary wood bridge, rip-rap, silt fence, stream bank stabilization, etc.). Short duration of activities , minimal disturbance, appropriate erosion and sedimentation control, and construction techniques (i.e. pumping flow around the crossings) will allow the construction to occur without impact to aquatic habitat. 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? The project is located in Mecklenburg County, and is therefore not anticipated to impact EFH. 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 status (e.g., National Historic Trust designation or properties significant in ? Yes No North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? No structures will be disturbed as part of the project; accordingly, no impacts to Historic or Prehistoric Cultural Resources are anticipated. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? ® Yes ? No 8b. If yes, explain how project meets FEMA requirements: The project is the installation of a new utility line that will not result in above-ground fill. 8c. What source(s) did you use to make the floodplain determination? FEMA map service center. v // Applicant/Agent's Printed Name Applicant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant Date is rovided. Page 15 of 15 PCN Form - Version 1.3 December 10, 2008 Version ? t k r 'Jai C it (rj F?'M?.e w I l" µ n„.. " #P." el 4 " ? ,urasmr., /e JR`_iaY3d, - ". .J.y?'1:yyM.i?'?11. "sii'?ce'??`."?Y ? N, ,? WY k•?+?'wl ?v M? ? I,4..4ef ?????? m in co O m aQ E . w EE 9 C a 0- 77 77 ?'?,?"`? ? ",may, ?,,, arn?•€v? - `?• fax ` ?'? 'w { Y ' -s 16, ?AS? y? db gr? e ' " it al, R5 Aie, y U rl 8Yq - ., .,? P g dY .'rY Y.,, ?YL y r 60 w C ? ,? :,•'-r •' ?, ?', " ix ? row y-. :_'u y "? Q A . ''W'l yp? 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