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Home My WebLink About20190383 Ver 1_15-501 PH2_NWP 14 PCN_FINAL_2019-03-21_20190328;� WithersRavenel Our PeoOie Vo�r Success � i9 Station Road, Sui[e 101 Wilmington, Nor[h Carolina 28405 [ 91Q256.9277 I E 910.2561584 TO: NC Division of Water Resources 512 N. Salisbury Street. 9'h Floor NC 27604 Letter of Transmittal ' 03/21/19 02150098.52 �� Karen Higgins NWP 14 PCN Submittal US 15-501 Ph 2- Northwood High School Rd Improvements Pittsboro, Chatham County the following WEARESENDINGVOU �Attached ❑Underseparatecovervia items: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ SPecifications ❑ Copy of Letter ❑ Change order ❑ Diskette ❑ •• �• • � • 4 3/21/19 02150098.52 NWP 14 PCN 1 3/21/19 02150098.52 Check for $240 application fee 1 3/21/19 02150098.52 CD of PCN THESE ARE TRANSMITTED as checked belov, ❑ For approval ❑ Approved as submitted ❑ Resubmit ❑ For your use ❑ Approved as noted ❑ Submit ❑ As requested ❑ Returned for corrections ❑ Retum ❑ For review and comment ❑ copiesforapproval copies for distribution corrected prints ❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: ��ovc�D MAR 2 8 2019 DENR-WATEHRESOURCES TRANSPORTATION PERMfTTING UNIT li endosures nre not as noted. kindly no[ifY �� ot on;� `*' WithersRavenel � . March 21, 2019 US Army Corps of Engineers Regulatory Field Office Mr. Andy Williams 3331 Heritage Trade Drive Suite 105 Wake Forest, NC 27587 NC-Division of Water Resources 401 & Buffer Permitting Unit Ms. Karen Higgins 1617 Mail Service Center Raleigh, NC 27699 Re: US 15-501 Improvements - Phase II - Northwood High School Road Improvement NWP 14 PCN Submittal WR Project #02130063.00 Dear Mr. Williams and Ms. Higgins, On behalf of the Chatham Co. Board of Education, we are requesting authorization from the USACE to use NWP 14 for 163 If of permanent stream impacts and 24 If of temporary stream impacts for construction of the proposed project. We are also requesting a 401 WQC from NCDWR for the above referenced impacts. The project is ±1.0 acres in size and is located near the northern terminus of Northwood High School Road, north of the intersection of Northwood High School Road and 15-501 in Pittsboro, Chatham County (Latitude: 35.755757°N; Longitude: -79.171601°W). The project is located in the Cape Fear River basin (Jordan Lake) and onsite waters drain to Haven Creek/Haw River. The Water Quality Classification for Haven Creek/Haw River is WS-V; NSW and the Stream Index Number is: 16-(36.7)). The cataloging unit for the site is 03030002. Proposed Project The purpose of the proposed project is to construct improvements to 15-501 and Northwood High School Road in order to improve traffic flow and congestion at the intersection of these two roads, as well as improve traffic safety coming into Northwood High School. The proposed realignment of Northwood High School Road is necessary to align with the proposed roundabout. The roundabout will result in reduced speeds of vehicles entering Northwood High School, decreasing the likelihood of accidents and improving public/pedestrian safety. The proposed project consists of widening and improvements to 15-501 within the existing filled ROW, and the slight realignment and improvements to Northwood High School Road (Impact Area). The existing two 54" CMP culverts will be removed and replaced with a 10'-3" x 6'-9" aluminum structural plate arch culvert. Rip-rap dissipaters will installed both upstream and downstream of the culvert to prevent erosion and protect the culvert from scour. There are no 219 Station Road, Suite 101 � Wilmington, NC 28405 �: 910.256.9277 � www.withersravenel.com � License No. C-0832 Asheville � Cary � Greensboro � Pittsboro � Raleigh � Wilmington US 15-501 - Phase 2- Northwood HS Rd Improvements proposed impacts to wetlands or streams for the improvements to 15-501 within the 15-501 Phase II project area, as all proposed improvements will occur within the existing filled ROW. Additionally, the existing culvert beneath 15-501 is not proposed to be replaced. The only proposed impacts will occur as a result of realignment of Northwood High School Road. Since the only proposed impacts for the US 15-501-Phase 2- Northwood High School Road Improvements project will occur on the property owned by the Chatham County Board of Education, the Chatham County Board of Education is the applicant. Project History Onsite wetlands were delineated by WithersRavenel in March 2018. There are no wetlands within the project area. There are two stream within the project area. A Preliminary JD Request has been provided in support of the delineation. WR is not requesting issuance of a JD for this project. The stream within the project area are depicted on the Chatham County Soil Survey and therefore subject to Jordan Lake Riparian Buffers. Since buffer subjectivity is conceded, a formal Buffer Determination from the Town of Pittsboro was not requested. Northwood High School and Northwood High School Road were constructed in the early 1970's, prior to USACE 404 permitting requirements. Therefore, we assume there is no prior permitting of the Northwood High School Road stream crossing. Proposed Impacts The proposed impacts consist of 163 If of permanent stream impacts (Impacts 1A & 1B) and 24 If of temporary stream impacts for realignment of Northwood High School Road. The realignment of Northwood High School Road and installation of the new structural plate arch pipe culvert will result in 111 If of permanent stream impacts (Impact 1A). The culvert has been aligned to allow for inflow and discharge in line with the stream. In the existing condition, the two 54" culverts are at the same elevations, resulting in base flow being carried by both culverts, reducing the depth of base flow. The proposed structural plate arch pipe culvert will restore base flow to a single stream, resulting in the increase of base flow depth that matches the upstream and downstream depths within the stream channel. Rip-rap dissipaters will be constructed above and below the new culvert to prevent erosion and protect the culvert from scour, which will result in 52 If of permanent stream impacts (Impact 1B). The rip-rap dissipater above and below the culvert has been designed to install rip-rap into the stream bed by keying it in, then placing native material on top of the rip-rap up to the sill. This design will restore a natural stream bed, and allow passage of aquatic life, preventing a functional loss. The stream banks will be armored by installing geotextile on the stream banks, then keying in Class I rip-rap into the bank such that the top of the rip-rap matches the existing bank/bed contours. Page 2 of 4 US 15-501 - Phase 2- Northwood HS Rd Improvements Installation of the culvert and rip-rap dissipaters will result in 24 If of temporary stream impacts (Impact 1C) Avoidance and Minimization Prior to site plan design, the applicant requested that a detailed wetland delineation be conducted so that impacts to wetlands and "waters" could be minimized. Proposed permanent impacts have been minimize to only those necessary for the realignment of Northwood High School Road and installation of the new structural plate arch pipe culvert. The culvert has been aligned to allow for inflow and discharge in line with the stream. In the existing condition, the two 54" culverts are at the same elevations, resulting in base flow being carried by both culverts, reducing the depth of base flow. The proposed structural plate arch pipe culvert will restore base flow to a single stream, resulting in the increase of base flow depth that matches the upstream and downstream depths within the stream channel. Rip-rap dissipaters will be constructed above and below the new culvert to prevent erosion and protect the culvert from scour, which will result in 52 If of permanent stream impacts (Impact 1B). The rip-rap dissipater above and below the culvert has been designed to install rip-rap into the stream bed by keying it in, then placing native material on top of the rip-rap up to the sill. This design will restore a natural stream bed, and allow passage of aquatic life, preventing a functional loss. The stream banks will be armored by installing geotextile on the stream banks, then keying in Class I rip-rap into the bank such that the top of the rip-rap matches the existing bank/bed contours. During construction, installation of the proposed structural plate arch pipe culvert will occur in the dry. Coffer dams will be installed within the footprint of the proposed rip-rap dissipater areas, and flow will be pumped around the construction area. Construction will be scheduled during a time with no forecasted rain. The remainder of the 15-501 improvements will occur within the existing filled ROW and will result in any disturbance to the stream. The existing culvert under 15-501 will not be replaced. During construction, access will occur from high ground. Silt fencing and other required sediment & erosion control measures will be installed around all disturbed areas prior to construction. Miti�ation Of the proposed 163 If of permanent impacts, only 111 If (Impact 1A) will result in a functional loss. Since proposed permanent stream impacts resulting in functional loss are less than 150 If, the applicant is not proposing mitigation. Stormwater Mana�ement Plan The project has been designed to meet NCDOT requirements for stormwater measures. There will be no new ditches or manmade conveyances with greater than 0.5 cfs in discharge during the 10- Page 3 of 4 US 15-501 - Phase 2- Northwood HS Rd Improvements � 1 �� h'� S R[�,I�e n � �r year event. The stormwater management requirements and diffuse flow requirements will be reviewed and approved by the Town of Pittsboro as the certified/delegated municipality. The current request is for 163 If of permanent stream impacts and 24 If of temporary stream impacts (see the attached maps and PCN for details). Please feel free to call if you have questions or require additional information. Sincerely WithersRavenel ��-� Troy Beasley Senior Environmental Scientist Attachments: • PCN Form • Agent Authorization • Parcellnfo • Aerial • Delineation Exhibit • USGS Quad • Chatham County Soil Survey • Preliminary JD Request • Impact Exhibits Page 4 of 4 I 1 i��i y�o� wA r�Rq� > r � fl � Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification (PCN) Form A. A licant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: NWP 14 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No 1d. Type(s) of approval sought from the DWQ (check all that apply): � 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes � No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No below. 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: US 15-501 Phase II Improvements — Northwood HS Road Improvements 2b. County: Chatham County 2c. Nearest municipality / town: Town of Pittsboro 2d. Subdivision name: 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: Chatham County Board of Education 3b. Deed Book and Page No. Book: 0347; Page: 0083 3c. Responsible Party (for LLC if Chris Blice — Chief Operations Officer applicable): 3d. Street address: PO Box 128 3e. City, state, zip: Pittsboro, NC 27312 3f. Telephone no.: 919-542-3626 3g. Fax no.: 3h. Email address: chrisblice(a�chatham.k1.nc.us Page 1 of 11 PCN Form — Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: 4c. Business name (if applicable): 4d. Streetaddress: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: Troy Beasley 5b. Business name WithersRavenel (if applicable): 5c. Street address: 219 Station Road, Suite 101 5d. City, state, zip: Wilmington, NC 28405 5e. Telephone no.: 910-256-9277 5f. Fax no.: 5g. Email address: tbeasley@withersravenel.com Page 2 of 11 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): PIN: 9743-80-5581 1 b. Site coordinates (in decimal degrees): Latitude: 35.755757°N Longitude: - 79.171601 °W (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: ±1.0 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Haven Creek/Haw River (Stream Index:16-(36.7) proposed project: 2b. Water Quality Classification of nearest receiving water: WS-IV;NSW 2c. River basin: Cape Fear 03030002 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 area consists of the slight realignment and widening of the existing Northwood High School Road, as well as improvements to 15-501 within the existing filled ROW. Existing conditions consist of the existing Northwood High School Road and undeveloped woodlands within the area of realignment, as well as mowed/maintained ROW along 15-501. The general land use in the vicinity of the project consists of Northwood High School to the north, commercial/retail development along Russet Run to the east and undeveloped woodlands. 3b. List the total estimated acreage of all existing wetlands on the property: N/A — there are no wetlands within the project area. 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: ±187 If of stream within the project area. 3d. Explain the purpose of the proposed project: The purpose of the proposed project is to construct improvements to 15-501 and Northwood High School Road in order to improve traffic flow and congestion at the intersection of these two roads, as well as improve traffic flow into Northwood High School. The proposed realignment of Northwood High School Road is necessary to align with the proposed roundabout. The roundabout will result in reduced speeds of vehicles entering Northwood High School, decreasing the likelihood of accidents and improving public/pedestrian safety. 3e. Describe the overall project in detail, including the type of equipment to be used: The proposed project consists of widening and improvements to 15-501 within the existing filled ROW, and the slight realignment and improvements to Northwood High School Road (Impact Area). The existing two 54" CMP culverts will be removed and replaced with a 10'-3" x 6'-9" aluminum structural plate arch culvert. Rip-rap dissipaters will installed both upstream and downstream of the culvert to prevent erosion and protect the culvert from scour. There are no proposed impacts to wetlands or streams for the improvements to 15-501 within the 15-501 Phase II project area, as all proposed improvements will occur within the existing filled ROW. Additionally, the existing culvert beneath 15-501 is not proposed to be replaced. The only proposed impacts will occur as a result of realignment of Northwood High School Road. Since the only proposed impacts for the US 15-501-Phase 2— Northwood High School Road Improvements project will occur on the property owned by the Chatham County Board of Education, the Chatham County Board of Education is the applicant. Page 3 of 11 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: 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: WithersRavenel Name (if known): Lyle Phillips/Alyssa Ricci Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for � Yes ❑ No � Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. Northwood High School and Northwood High School Road was constructed in the early 1970's. 6. Future Project Plans 6a. Is this a phased project? � Yes ❑ No 6b. If yes, explain. The overall US 15-501 improvements project will be completed in multiple phases. However, all impacts necessary for the US 15-501 Phase II — Northwood High School Road Improvements project have been addressed in this application. Page 4 of 11 PCN Form — Version 1.3 December 10, 2008 Version C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ❑ Wetlands � Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ — non-404, other) (acres) Tem ora T W1 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W2 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W3 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W4 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W5 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ W6 ❑ P❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g. Total wetland impacts 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 ofjurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ — non-404, width (linear Temporary (T) (INT)? other) (feet) feet) Impact 1A UT to Haven � PER � Corps � P� T Culvert Creek/Haw River ±5' 111 ❑ INT � DWQ Impact 1 B Rip-Rap Bank UT to Haven � PER � Corps � P❑ T Stabilization Creek/Haw River ❑ INT � p�/(� ±5' 52 Installation of Rip- Impact 1 C UT to Haven � PER � Corps ❑ P� T Rap Bank Creek/Haw River ±5' 24 Stabilization ❑ INT � DWQ 3h. Total stream and tributary impacts 187 If 3i. Comments: Page 5 of 11 PCN Form — Version 1.3 December 10, 2008 Version 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number — (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Tem ora T 01 ❑P❑T 02 ❑P❑T 03 ❑P❑T 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If ond or lake construction ro osed, then com lete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 Sf. Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar-Pamlico � Other: Jordan 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) Tem ora T im act re uired? B1 ❑P❑T ❑Yes ❑ No B2 ❑P❑T ❑Yes ❑ No B3 ❑P❑T ❑Yes ❑ No 6h. Total buffer impacts 6i. Comments: Jordan Lake Riparian Buffer impacts will be permitted through the Town of Pittsboro as the delegated municipality. Page 6 of 11 PCN Form — Version 1.3 December 10, 2008 Version D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Prior to site plan design, the applicant requested that a detailed wetland delineation be conducted so that impacts to wetlands and "waters" could be minimized. Proposed permanent impacts have been minimize to only those necessary for the realignment of Northwood High School Road and installation of the new structural plate arch pipe culvert. The culvert has been aligned to allow for inflow and discharge in line with the stream. In the existing condition, the two 54" culverts are at the same elevations, resulting in base flow being carried by both culverts, reducing the depth of base flow. The proposed structural plate arch pipe culvert will restore base flow to a single stream, resulting in the increase of base flow depth that matches the upstream and downstream depths within the stream channel. Rip-rap dissipaters will be constructed above and below the new culvert to prevent erosion and protect the culvert from scour, which will result in 52 If of permanent stream impacts (Impact 1 B). The rip-rap dissipater above and below the culvert has been designed to install rip-rap into the stream bed by keying it in, then placing native material on top of the rip-rap up to the sill. This design will restore a natural stream bed, and allow passage of aquatic life, preventing a functional loss. The stream banks will be armored by installing geotextile on the stream banks, then keying in Class I rip-rap into the bank such that the top of the rip-rap matches the existing bank/bed contours. During construction, installation of the proposed structural plate arch pipe culvert will occur in the dry. Coffer dams will be installed within the footprint of the proposed rip-rap dissipater areas, and flow will be pumped around the construction area. Construction will be scheduled during a time with no forecasted rain. The remainder of the 15-501 improvements will occur within the existing filled ROW and will result in any disturbance to the stream. The existing culvert under 15-501 will not be replaced. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. During construction, access will occur from high ground. Silt fencing and other required sediment & erosion control measures will be installed around all disturbed areas prior to construction. 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: 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres Page 7 of 11 PCN Form — Version 1.3 December 10, 2008 Version 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 ❑ Yes ❑ No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3(2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: Page 8 of 11 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: There will be no new ditches or manmade conveyances with greater ❑ Yes � No than 0.5 cfs in discharge during the 10-year event. The Town of Pittsboro with review and approve any Buffer Authorization and diffuse flow plan for the project. 2. Stormwater Mana ement Plan 2a. What is the overall percent imperviousness of this project? N/A — Linear Project 2b. Does this project require a Stormwater Management Plan? ❑ Yes � No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: No new ditches or manmade conveyances with greater than 0.5 cfs discharge in the 10-year event. The project has been designed to meet NCDOT stormwater requirements. The Town of Pittsboro will review and approve the stormwater management requirements as the certified local government. 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 governmenYs jurisdiction is this project? Town of Pittsboro � 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 Pro ram 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 Page 9 of 11 PCN Form — Version 1.3 December 10, 2008 Version 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No 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 26 .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 US 15-501 Phase 2 project consists of improvements to the interchange at US 15-501, Northwood High School Road and Russet Run road in order to improve traffic flow and alleviate congestion. Therefore, this is not anticipated to be a catalyst for future development that could impact nearby downstream water quality. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. N/A Page 10 of 11 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? WR reviewed the NC Natural Heritage Program database, located at http://www.ncnhp.orq/web/nhp/home, as well as NCNHP GIS data to identify if there were any known occurrences of endangered species on or near the proposed project. The review of the NHP data did not identify any recent occurrences of federally listed threatened or endangered species or critical habitat on the subject property or within 1.0 miles of the project, see attached NCNHP project review letter. Furthermore, site reviews did not identify any potential habitat for any federally protected species known to occur in Chatham County. Therefore, the proposed project will have No Effect on federally protected species. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes � No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? There are no waters classified as EFH in Chatham County. 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? WR reviewed the NC State Historic Preservation Office's online database, located at: http://qis.ncdcr.pov/hpoweb/, to determine if there were any known historic or cultural resources within or in the vicinity of the proposed project. The database review did not identify any known resources within or in the vicinity of the proposed project. 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: 8c. What source(s) did you use to make the floodplain determination? www.ncfloodmaps.com ��Troy Beasley — WithersRavenel 03/21/19 Authorized Agent Date ApplicanUAgent's Printed Name Applicant/AgenYs Signature (AgenYs signature is valid only if an authorization letter from the applicant is rovided. Page 11 of 11 PCN Form — Version 1.3 December 10, 2008 Version �� WithersRavenel 1/ Our People. Your Success. AGENT AUTHORIZATION � � �i��e�-s�.�v�� Our People. Your 5uccess. AUTHORITY FOR APPOINTMENT OF AGENT The undersigned Owner Chatham Co. Board of Education (Client) does hereby appoint WithersRavenel. Inc. as his, her, or it's agent for the purpose of petitioning the appropriate local, state and federal environmental regulatory agencies (US Army Corps of Engineers, NC Division of Water Quality, NC Division of Coastal Management, local municipalities, etc.) for: a) review and approval of the jurisdictional boundaries of onsite jurisdictional areas (wetlands, surface waters, riparian buffers, etc.) and/or; b) preparation and submittal of appropriate environmental permit applications/requests for the US 15-501 Phase II project, which will result in stream and riparian buffer impacts on the Chatham County Board of Education property (PIN: 9743-80-5581) located at 310 Northwood Hi h School Road in Pittsboro Chatham Count North Carolina. The Client does hereby authorize that said agent has the authority to do the following acts on behalf of the owner: (1) To submit appropriate requests/applications and the required supplemental materials; (2) To attend meetings to give representation on behalf of the Client. (3) To authorize access to subject property for the purpose of environmental review by appropriate regulatory agencies. This authorization shall continue in effect until completion of the contracted task or termination by the Client. Date: I (! L' Agent's Name, Address & Telephone WithersRavenel, Inc. 115 MacKenan Drive CarV. NC 27511 Signature of Client: G�Itt� �.�i�t�2. ('�S Ch4e� �p ,��a� ��eR- (Nar�e - Print} (Title) . � {5ignature) Tel. (919)-469-3340 ��G I�g ��I�l.�•��A�� Mailing Address J 1��f�t� � L_- L�r��',Y City State Zip Phone: Q�1 �� ^�6Gt7 Email: �� C�7riC�,� �Q�"+6W4°t- /�-r2 � /�C• Cis 115 MacKenan Drive � Cary, NC 27511 t: 919.469.3340 � f: 919.467.6008 � www.withersravenel.com � License No. C-0832 Asheville � Cary � Greensboro � Pittsboro � Raleigh � Wilmington ::WithersRavenel Our People. Your Success. PARCEL INFO ConnectGIS Feature Report Page 1 of 2 https://wr.connectgis.com/DownloadFile.ashx?i=_ags_mapdda24d54615b409da8a2c83099... 4/26/2018 ConnectGIS Feature Report 38634 73187 DEED BOOK 347 PIN 9743-80-5581 DEED YEAR PLAT BOOK 1969 2012 BUILDING VALUE PHYS ADDRE 6118008 310 NORTHWOOD HIGH SCHOOL RD DEED PAGE 0083 TAX YEAR PLAT PAGE 0190 OWNER NAME CHATHAM CO BOARD OF EDUCATION Page 2 of 2 DEED ACRES 95.42 DEED NAME CHATHAM COUNTY BOARD OF EDUCATION VALUE 1439700 B1LLiNG ADDRE55 P O BOX 128 B1LLiNG NAME 3 BILLING C1TY BILLiNG STREET BILLING ZIP PITTSBORO NC 27312 Nelcome to the New and Improved Internal W&R GIS website. Please refer to the help document if you have problems navigating the new layout and to discover the new tools/feature. All data on this site is for internal use https://wr. connectgis. com/DownloadFile. ashx?i=_ags_mapdda24d54615b409da8a2c 83 099... 4/26/2018 ::WithersRavenel Our People. Your Success. AERIAL ::WithersRavenel Our People. Your Success. 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T � s 1) WETLAND/BUFFER DELINEATION PERFORMED BY WR ON 03/02/2018. �"" � rt. .� „A °; � 3) STREAM/BUFFER LOCATIONS ARE APPROXIMATE, BASED ON GPS LOCATION, �'x� #'.', ' CHATHAM COUNTY GIS DATA, AND TOPOGRAPHIC INTERPRETATION. ;'� �. , � _ -- z: 3 �.. ,� Y o US-15-501 IMPROVEMENTS - PHASE 2 r � NORTHWOOD HS ROAD IMPROVEMENTS DELINEATION EXHIBIT I -fy� , 1 +r -J � � w w,�.� ,� . ,� Ff:�f �� s ..�8y �� 4..r.,�.) � M ��°�4�F^'``�''�,�..�' � r�` ��`�''� ,� M. �ft� �� 5 , k . � . ��,� � � ;;, ��,� -� c, . , � �'•. � �� ; � T y. �y . +1t� �S�y��/r � ;�� ]i x �,? �7+' �.�IF. '� � A r .,r �+t �'� "�� `�..R � � � �" f �� ,7) �� } ` ., �, f4;'1t � '� � � W } � �p ., * ,'Y � s � � .. � +.'�t � r ��r .,�r �� _ �� . � ,� ��'!,`"; �= u � �� '�'"` � fi '� � .; �'�; � '�� t '� � �:'�4rf .,� } .�?�..t�,` �:� �a �� _`�h�'�5�� s.�` 'lYr�`!"'�e'1C' 1! WithersRavenel Engineers I P�anners � Surveyors ::WithersRavenel Our People. Your Success. 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GeC2 � a _ � � , ,r�,� _ , � , i �.� G�dG , � ' ` ? � ? t �s� - ��R � i3 ' , � -� • ! w �.� � ,� 1 1 /'Y . . � . / i � � . ' - . � - - G eC2 � '� � �� ' � �� ' GkD - �- . �=�s_� . ■�� r� :��' .� � " i ;� � � .._ � . , r � . f � ,i�►_ � : Ch A � � - '. � � G a� ' �1. . ; - � _, � � � � � � � � GkD 3 � � � 1� a � - � G aB ,� �_ : � � . E 1 ` . � �' � � Ge�� G T ' ` � � . ._ . Z a F . � . � _ �, ._ � . _ � ' � !t` � � 4 ' .. si1� c. . • . �i � US-15-501 IMPROVEMENTS - PHASE 2 �� WithersRavenel � NORTHWOOD HS ROAD IMPROVEMENTS CHATHAM CO. SOIL SURVEY (2006) - SHEET 4 � 1/ Engineers I P�anners I Surveyors ::WithersRavenel Our People. Your Success. PRE LI M I NARY J D REQU EST Jurisdictional Determination Request ►:� B. PARCEL INFORMATION street Address: 310 Northwood Hiqh School Rd City, State: County: Pittsboro, NC Chatham County Parcel Index Number(s) (PIN): P I N: 9743-80-5581 REQUESTOR INFORMATION Name: Trov Beaslev - WithersRavenel Mailing Address: Wilmington, NC 28405 C. Telephone Number: 219 Station Road, Suite 101 910-509-6512 Electronic Mail Address: tbeasley@withersravenel.com Select one: � I am the current property owner. � I am an Authorized Agent or Environmental Consultantl � Interested Buyer or Under Contract to Purchase � Other, please explain. PROPERTY OWNER INFORMATIONZ Name: Chatham Co. Board of Education Mailing Address: Qi : . : Pittsboro, NC 27312 Telephone Number: Electronic Mail Address: 919-542-3626; Ext: 23250 chrisblice@chatham.k12.nc.us 1 Must provide completed Agent Authorization Form/Letter. 2 Documentation of ownership also needs to be provided with request (copy of Deed, County GIS/Parcel/Tax Record). Version: May 2017 Page 2 Jurisdictional Determination Request D. PROPERTY ACCESS CERTIFICATION3,a By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the property herein described for the purpose of conducting on- site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the undersigned, am either a duly authorized owner of record of the property identified herein, or acting as the duly authorized agent of the owner of record of the property. Troy Beasley - Authorized Agent Print Name Capacity: ❑ Owner ❑✓ Authorized AgentS 03/20/19 Date Signature E. REASON FOR JD REQUEST: (Check as many as applicable) � I intend to construct/develop a project or perform activities on this parcel which would be designed to avoid all aquatic resources. � I intend to construct/develop a project or perform activities on this parcel which would be designed to avoid all jurisdictional aquatic resources under Corps authority. ❑ I intend to construct/develop a project or perform activities on this parcel which may require authorization from the Corps, and the JD would be used to avoid and minimize impacts to jurisdictional aquatic resources and as an initial step in a future permitting process. QI intend to construct/develop a project or perform activities on this parcel which may require authorization from the Corps; this request is accompanied by my permit application and the JD is to be used in the permitting process. � I intend to construct/develop a project or perform activities in a navigable water of the U.S. which is included on the district Section l O list and/or is subject to the ebb and flow of the tide. A Corps JD is required in order obtain my local/state authorization. I intend to contest jurisdiction over a particular aquatic resource and request the Corps confirm that jurisdiction does/does not exist over the aquatic resource on the parcel. � I believe that the site may be comprised entirely of dry land. � Other: For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E. If there are multiple parcels owned by different parties, please provide the following for each additional parcel on a continuation sheet. 5 Must provide agent authorization form/letter signed by owner(s). Version: May 2017 Page 3 Jurisdictional Determination Request F. ❑✓ �❑ n G. � JURISDICTIONAL DETERMINATION (JD) TYPE (Select One) I am requesting that the Corps provide a preliminarX JD for the property identified herein. A Preliminary Jurisdictional Determination (PJD) provides an indication that there may be "waters of the United States" or "navigable waters of the United States"on a property. PJDs are sufficient as the basis for permit decisions. For the purposes of permitting, all waters and wetlands on the property will be treated as if they are jurisdictional "waters of the United States". PJDs cannot be appealed (33 C.F.R. 331.2); however, a PJD is "preliminary" in the sense that an approved JD can be requested at any time. PJDs do not expire. I am requesting that the Corps provide an a�proved JD for the property identified herein. An Approved Jurisdictional Determination (AJD) is a determination that jurisdictional "waters of the United States" or "navigable waters of the United States" are either present or absent on a site. An approved JD identifies the limits of waters on a site determined to be jurisdictional under the Clean Water Act and/or Rivers and Harbors Act. Approved JDs are sufficient as the basis for permit decisions. AJDs are appealable (33 C.F.R. 331.2). The results of the AJD will be posted on the Corps website. A landowner, permit applicant, or other "affected party" (33 C.F.R. 331.2) who receives an AJD may rely upon the AJD for five years (subject to certain limited exceptions explained in Regulatory Guidance Letter OS- 02). I am unclear as to which JD I would like to request and require additional information to inform my decision. ALL REQUESTS Map of Property or Project Area. This Map must clearly depict the boundaries of the review area. ✓❑ Size of Property or Review Area +28 acres. ❑ The property boundary (or review area boundary) is clearly physically marked on the site. Version: May 2017 Page 4 Jurisdictional Determination Request H. � REQUESTS FROM CONSULTANTS Project Coordinates (Decimal Degrees): Latitude: Longitude 35.755850°N - 79.171766°W � A legible delineation map depicting the aquatic resources and the property/review area. Delineation maps must be no larger than l 1x17 and should contain the following: (Corps signature of submitted survey plats will occur after the submitted delineation map has been reviewed and approved).6 ■ North Arrow ■ Graphical Scale ■ Boundary of Review Area ■ Date ■ Location of data points for each Wetland Determination Data Form or tributary assessment reach. For A�roved Jurisdictional Determinations: ■ Jurisdictional wetland features should be labeled as Wetland Waters of the US, 404 wetlands, etc. Please include the acreage of these features. ■ Jurisdictional non-wetland features (i.e. tidal/navigable waters, tributaries, impoundments) should be labeled as Non-Wetland Waters of the US, stream, tributary, open water, relatively permanent water, pond, etc. Please include the acreage or linear length of each of these features as appropriate. ■ Isolated waters, waters that lack a significant nexus to navigable waters, or non- jurisdictional upland features should be identified as Non-Jurisdictional. Please include a justification in the label regarding why the feature is non jurisdictional (i.e. "Isolated", "No Significant Nexus", or "Upland Feature"). Please include the acreage or linear length of these features as appropriate. For Preliminary Jurisdictional Determinations: Wetland and non-wetland features should not be identified as Jurisdictional, 404, Waters of the United States, or anything that implies jurisdiction. These features can be identified as Potential Waters of the United States, Potential Non-wetland Waters of the United States, wetland, stream, open water, etc. Please include the acreage and linear length of these features as appropriate. � Completed Wetland Determination Data Forms for appropriate region (at least one wetland and one upland form needs to be completed for each wetland type) 6 Please refer to the guidance document titled "Survey Standards for Jurisdictional Determinations" to ensure that the supplied map meets the necessary mapping standards. http://www.saw.usace.armv.miUMissions/Re ug latory-Permit- Pro,gram/Jurisdiction/ Version: May 2017 Page 5 Jurisdictional Determination Request ✓❑ Completed appropriate Jurisdictional Determination form PJDs, please complete a Preliminary Jurisdictional Determination Form' and include the Aquatic Resource Table AJDS, please complete an Approved Jurisdictional Determination Formg � Vicinity Map � Aerial Photograph � USGS Topographic Map � Soil Survey Map � Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps) � Landscape Photos (if taken) � NCSAM and/or NCWAM Assessment Forms and Rating Sheets � NC Division of Water Resources Stream Identification Forms � Other Assessment Forms � www.saw.usace.armv.mil/Portals/59/docs/re.u,g latorv/regdocs/JD/RGL 08-02 A�p_A_Prelim JD_Form fillable.pdf g Please see http://www.saw.usace.army.mil/Missions/Re u� latory-Permit-Pro�ram/Jurisdiction/ Principal Purpose: The information that you provide will be used in evaluating your request to determine whether there are any aquatic resources within the project areasubject to federal jurisdiction underthe regulatory authorities referenced above. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies, and the public, and may be made auailable as part of a public notice as required by federal law. Your name and property location where federal jurisdiction is to be determined will be included in the approved jurisdictional determination (AJD), which will be made available to the public on the District's website and on the Headquarters USAGE website. Disclosure: Submission of requested information is voluntary; however, if information is not provided, the request for an AJD cannot be evaluated nor can an AJD be issued. Version: May 2017 Page 6 PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PJD: B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Troy Beasley — WithersRavenel — Authorized Agent C. DISTRICT OFFICE, FILE NAME, AND NUMBER: D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: (USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR AQUATIC RESOURCES AT DIFFERENT SITES) State: NC County/parisl�/borough: Chatham City: Pittsboro Center coordinates of site (lat/long in degree decimal format): Lat.: 35.755850° Long.:-79.171766° Universal Transverse Mercator: Name of nearest waterbody: Haven Creek/Haw River E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): ❑ Office (Desk) Determination. Date: ❑ Field Determination. Date(s): TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY JURISDICTION. Site Latitude (decimal Longitude Estimated amount of Type of aquatic Geographic authority to Number degrees) (decimal degrees) aquatic resources in resources (i.e., which the aquatic resource review area (acreage wetland vs. non- "may be" subject (i.e., and linear feet, if wetland waters) Section 404 or Section applicable 10/404) Stream 1 35.755850°N -79.171766°W f187 lf (within Non-wetland Section 404 review area) waters 1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review area, and the requestor of this PJD is hereby advised of his or her option to request and obtain an approved JD (AJD) for that review area based on an informed decision after having discussed the various types of JDs and their characteristics and circumstances when they may be appropriate. 2) In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Pernut (NWP) or other general permit verification requiring "pre- construction notiiication" (PCN), or requests verification for a non-reporting N WP or other general permit, and the permit applicant has not requested an AJD for the activity, the permit applicant is hereby made aware that: (1) the permit applicant has elected to seek a permit authorization based on a PJD, which does not make an official determination of jurisdictional aquatic resources; (2) the applicant has the option to request an AJD before accepting the terms and conditions of the permit authorization, and that basing a pernut authorization on an AJD could possibly result in less compensatory mitigation being required or different special conditions; (3) the applicant has the right to request an individual permit rather than accepting the terms and conditions of the NWP or other general permit authorization; (4) the applicant can accept a permit authorization and thereby agree to comply with all the terms and conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) undertaking any activity in reliance upon the subject permit authorization without requesting an AJD constitutes the applicant's acceptance of the use of the PJD; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps permit authorization based on a PJD constitutes agreement that all aquatic resources in the review area affected in any way by that activity will be treated as jurisdictional, and waives any challenge to such jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD or a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered individual permit (and all terms and conditions contained therein), or individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it becomes appropriate to make an ofiicial determination whether geographic jurisdiction exists over aquatic resources in the review area, or to provide an ofiicial delineation of jurisdictional aquatic resources in the review area, the Corps will provide an AJD to accomplish that result, as soon as is practicable. This PJD finds that there "may be" waters of the U.S. and/or that there "may be" navigable waters of the U.S. on the subject review area, and identifies all aquatic features in the review area that could be affected by the proposed activity, based on the following information: SUPPORTING DATA. Data reviewed for PJD (check all that apply) Checked items should be included in subject file. Appropriately reference sources below where indicated for all checked items: � Maps, plans, plots or plat submitted by or on behalf of the PJD requestor: WithersRavenel Map: � Data sheets prepared/submitted by or on behalf of the PJD requestor. ❑ Office concurs with data sheets/delineation report. ❑ Office does not concurwith data sheets/delineation report. Rationale: ❑ Data sheets prepared by the Corps: ❑ Corps navigable waters' study: ❑ U.S. Geological Survey Hydrologic Atlas: ❑ USGS NHD data. ❑ USGS 8 and 12 digit HUC maps. � U.S. Geological Survey map(s). Cite scale & quad name: Bynum Quad (2013) — 1:24K � Natural Resources Conservation Service Soil Survey. Citation: Chatham Co. Soil Survey�2006) — Sheet 4 ❑ National wetlands inventory map(s). Cite name: _ ❑ State/local wetland inventory map(s): ❑ FEMA/FIRM maps: _ ❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929) � Photographs: �Aerial (Name & Date): NC Onemap 2017 Aerials or ❑Other (Name & Date): ❑ Previous determination(s). File no. and date of response letter: ❑ Other information (please specify): IMPORTANT NOTE: The information recorded on this form has not necessarily been verified bv the Corps and should not be relied uqon for later iurisdictional determinations. Signature and date of Regulatory staff inember completing PJD ��'�" 03/20/19 Signature and date of person requesting PJD (REQUIRED, unless obtaining the signature is impracticable)1 � Districts may establish timeframes for requester to rehun signed PJD forms. If the requester does not respond within the established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action. ■■ � WithersRavenel .' '�' �r PanrilP_ Yni �r Ci irrPcc US 15-501 Phase 2- Northwood High School Rd Improvements WR Proiect No. 02150098.52 Jurisdictional Determination Reauest Information Applicant/Owner - Physical Address - Written Authorization Nearest Municipality - County - PIN - Draina�e Basin - HUC Code: Receivin� Waters - Stream Index: Classification: Decide�rees - USGS Quad Map - Soils Map - Chatham County Board of Education Chris Blice PO Box 128 Pittsboro, NC 27312 919-542-3626, Ext. 23250 chrisblice@chatham.kl2.nc.us 310 Northwood High School Road See attached Agent Authorization form Pittsboro Chatham County PIN# 9743-80-5581 Cape Fear River Basin 03030002 Haven Creek/Haw River 16-(36.7) WS-IV; NSW 35.755850°N; -79.171766°W Bynum Quadrangle Chatham County Soil Survey - Sheet Total Area - ±28 acres 219 Station Road, Suite 101 � Wilmington, NC 28405 c: 910.256.9277 � www.withersravenel.com � License No. C-0832 Asheville � Cary � Greensboro � Pittsboro � Raleigh � Wilmington � � �i��e�-s�.�v�� Our People. Your 5uccess. AUTHORITY FOR APPOINTMENT OF AGENT The undersigned Owner Chatham Co. Board of Education (Client) does hereby appoint WithersRavenel. Inc. as his, her, or it's agent for the purpose of petitioning the appropriate local, state and federal environmental regulatory agencies (US Army Corps of Engineers, NC Division of Water Quality, NC Division of Coastal Management, local municipalities, etc.) for: a) review and approval of the jurisdictional boundaries of onsite jurisdictional areas (wetlands, surface waters, riparian buffers, etc.) and/or; b) preparation and submittal of appropriate environmental permit applications/requests for the US 15-501 Phase II project, which will result in stream and riparian buffer impacts on the Chatham County Board of Education property (PIN: 9743-80-5581) located at 310 Northwood Hi h School Road in Pittsboro Chatham Count North Carolina. The Client does hereby authorize that said agent has the authority to do the following acts on behalf of the owner: (1) To submit appropriate requests/applications and the required supplemental materials; (2) To attend meetings to give representation on behalf of the Client. (3) To authorize access to subject property for the purpose of environmental review by appropriate regulatory agencies. This authorization shall continue in effect until completion of the contracted task or termination by the Client. Date: I (! L' Agent's Name, Address & Telephone WithersRavenel, Inc. 115 MacKenan Drive CarV. NC 27511 Signature of Client: G�Itt� �.�i�t�2. ('�S Ch4e� �p ,��a� ��eR- (Nar�e - Print} (Title) . � {5ignature) Tel. (919)-469-3340 ��G I�g ��I�l.�•��A�� Mailing Address J 1��f�t� � L_- L�r��',Y City State Zip Phone: Q�1 �� ^�6Gt7 Email: �� C�7riC�,� �Q�"+6W4°t- /�-r2 � /�C• Cis 115 MacKenan Drive � Cary, NC 27511 t: 919.469.3340 � f: 919.467.6008 � www.withersravenel.com � License No. C-0832 Asheville � Cary � Greensboro � Pittsboro � Raleigh � Wilmington ConnectGIS Feature Report Page 1 of 2 https://wr.connectgis.com/DownloadFile.ashx?i=_ags_mapdda24d54615b409da8a2c83099... 4/26/2018 ConnectGIS Feature Report 38634 73187 DEED BOOK 347 PIN 9743-80-5581 DEED YEAR PLAT BOOK 1969 2012 BUILDING VALUE PHYS ADDRE 6118008 310 NORTHWOOD HIGH SCHOOL RD DEED PAGE 0083 TAX YEAR PLAT PAGE 0190 OWNER NAME CHATHAM CO BOARD OF EDUCATION Page 2 of 2 DEED ACRES 95.42 DEED NAME CHATHAM COUNTY BOARD OF EDUCATION VALUE 1439700 B1LLiNG ADDRE55 P O BOX 128 B1LLiNG NAME 3 BILLING C1TY BILLiNG STREET BILLING ZIP PITTSBORO NC 27312 Nelcome to the New and Improved Internal W&R GIS website. 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GeC2 � a _ � � , ,r�,� _ , � , i �.� G�dG , � ' ` ? � ? t �s� - ��R � i3 ' , � -� • ! w �.� � ,� 1 1 /'Y . . � . / i � � . ' - . � - - G eC2 � '� � �� ' � �� ' GkD - �- . �=�s_� . ■�� r� :��' .� � " i ;� � � .._ � . , r � . f � ,i�►_ � : Ch A � � - '. � � G a� ' �1. . ; - � _, � � � � � � � � GkD 3 � � � 1� a � - � G aB ,� �_ : � � . E 1 ` . � �' � � Ge�� G T ' ` � � . ._ . Z a F . � . � _ �, ._ � . _ � ' � !t` � � 4 ' .. si1� c. . • . �i � US-15-501 IMPROVEMENTS - PHASE 2 �� WithersRavenel � NORTHWOOD HS ROAD IMPROVEMENTS CHATHAM CO. SOIL SURVEY (2006) - SHEET 4 � 1/ Engineers I P�anners I Surveyors WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region ProjecUSite: Northwood High School Access Road City/County: Pittsboro,Chatham County Sampling Date: 03/02/18 ApplicanUOwner: Chatham Co. Board of Education State: NC Sampling Point: DP-1 Investigator(s): Troy Beasley - WithersRavenel Section, Township, Range: Landform (hillslope, terrace, etc.): Rolling terrain Local relief (concave, convex, none): Convex Slope (%): 10% Subregion (LRR or MLRA): LRR P Lat: 35.755850 Long: '79•171766 Datum: NAD 83 Soil Map Unit Name: ChA - Chewacla and Wehadkee soils NWI classification: Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks.) u Are Vegetation , Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes /\ No _ Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Hydric Soil Present? Wetland Hydrology Present? Yes � No Yes No i� Yes i� No Is the Sampled Area X within a Wetland? Yes No This sampling point is located within the uplands in the crenulation associated with Stream 1 within the project area. HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required: check all that applv) _ Surface Soil Cracks (B6) Surface Water (A1) _ True Aquatic Plants (B14) Sparsely Vegetated Concave Surface (B8) High Water Table (A2) _ Hydrogen Sulfide Odor (C1) i� Drainage Patterns (B10) Saturation (A3) _ Oxidized Rhizospheres on Living Roots (C3) _ Moss Trim Lines (B16) Water Marks (B1) _ Presence of Reduced Iron (C4) _ Dry-Season Water Table (C2) Sediment Deposits (B2) _ Recent Iron Reduction in Tilled Soils (C6) _ Crayfish Burrows (C8) Drift Deposits (B3) _ Thin Muck Surface (C7) _ Saturation Visible on Aerial Imagery (C9) Algal Mat or Crust (B4) _ Other (Explain in Remarks) Stunted or Stressed Plants (D1) Iron Deposits (B5) i� Geomorphic Position (D2) Inundation Visible on Aerial Imagery (B7) _ Shallow Aquitard (D3) Water-Stained Leaves (69) _ Microtopographic Relief (D4) _ Aquatic Fauna (B13) _ FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes No � Depth (inches): Water Table Present? Yes No � Depth (inches): �� 8�� Saturation Present? Yes /� No Depth (inches): 15�� Wetland Hydrology Present? Yes � No (includes ca illar frin e) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: Wetland hydrology was present based on two secondary indicators. US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 VEGETATION (Five Strata) - Use scientific names of plants. Tree Stratum (Plot size: 15' Radius � % Cover Species? Status � Liquidambar styraciflua 25% Y FAC 2 Acer rubrum 20% Y FAC 3 Quercus alba 15% Y FACU d Pinus taeda 15% Y FAC 6. 50% of total cover: 37.5% Sapling Stratum (Plot size: 15' Radius � � Carpinus caroliniana 2 Liquidambar styraciflua 4. 5. 6. 50% of total cover: 15% Shrub Stratum (Plot size: 15' Radius � � Elaeagnus angustifolia 2 Ligustrum sinense 3. 4. 5. 50% of total cover: 25% Herb Stratum (Plot size: 10' Radius � � Polystichum acrostichoides 2. 3. 6. 7. 10. 11. 50% of total cover: 5% Woody Vine Stratum (Plot size: 15' Radius � � Smilax rotundifolia 2 Lonicera japonica 75% = Total Cover 20% of total cover: 15% 15% Y FAC 15% Y FAC 30% - Total Cover 20% of total cover: 6% 25% Y FACU 25% Y FACU 50% - Total Cover 20% of total cover: 10% 10% Y FACU 10% = Total Cover 20% of total cover: 2% 5% Y FAC 5% Y FAC Sampling Point: �P-� Number of Dominant Species That Are OBL, FACW, or FAC: � (A) Total Number of Dominant Species Across All Strata: 11 �g� Percent of Dominant Species That Are OBL, FACW, or FAC: 63% (A/B) Prevalence Index worksheet: Total % Cover of: Multi�ly bv: OBL species x 1 = FACW species x 2 = FAC species 100 X 3= 300 FACU species 75 x 4= 300 UPL species x 5 = Column Totals: 175 �q� 600 �g� Prevalence Index = B/A = 3.4 Hydrophytic Vegetation Indicators: 1- Rapid Test for Hydrophytic Vegetation i� 2- Dominance Test is >50% 3 - Prevalence Index is <_3.0' _ 4 - Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) _ Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Definitions of Five Vegetation Strata: Tree - Woody plants, excluding woody vines, approximately 20 ft(6 m) or more in height and 3 in. (7.6 cm) or larger in diameter at breast height (DBH). Sapling - Woody plants, excluding woody vines, approximately 20 ft (6 m) or more in height and less than 3 in. (7.6 cm) DBH. Shrub - Woody plants, excluding woody vines, approximately 3 to 20 ft (1 to 6 m) in height. Herb - All herbaceous (non-woody) plants, including herbaceous vines, regardless of size, and woody plants, except woody vines, less than approximately 3 ft (1 m) in height. Woody vine - All woody vines, regardless of height. 3. 4. 5. 10% Hydrophytic = Total Cover Vegetation u 50% of total cover: 5% 20% of total cover: 2% Present? Yes /` No Remarks: (Include photo numbers here or on a separate sheet.) The vegetation at this sampling point was considered hydrophytic based on the dominance test. However, the vegetation fails the Prevalence Index. US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 SOIL RM=Reduced Matrix, MS=Masked Sand Grains. to the depth needed to or Depth Matrix Redox Features (inchesl Color (moist) % Color (moist) % Type, LocZ Texture Remarks 0-4 10YR 4/3 100% Loam 4-14+ 10YR 5/6 100% 'Type: C=Concentration, D=Depletion, Hydric Soil Indicators: _ Histosol (A1) _ Histic Epipedon (A2) _ Black Histic (A3) _ Hydrogen Sulfide (A4) _ Stratified Layers (A5) _ 2 cm Muck (A10) (LRR N) _ Depleted Below Dark Surface (A11J _ Thick Dark Surtace (Al2) _ Sandy Mucky Mineral (S1) (LRR N, MLRA 147, 148) _ Sandy Gleyed Matrix (S4) _ Sandy Redox (S5) Stripped Matrix (S6) Restrictive Layer (if observed): Type: Depth (inches): Remarks: Hydric soils were not present at this sampling point. 3lndicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Hydric Soil Present? Yes No �\ Loam ZLocation: PL=Pore Lininq, M=Matrix. Indicators for Problematic Hydric Sa Sampling Point: _ Dark Surface (S7) _ 2 cm Muck (A10) (MLRA 147) _ Polyvalue Below Surface (S8) (MLRA 147, 148) _ Coast Prairie Redox (A16) _ Thin Dark Surface (S9) (MLRA 147, 148) (MLRA 147, 148) _ Loamy Gleyed Matrix (F2) _ Piedmont Floodplain Soils (F19) _ Depleted Matrix (F3) (MLRA 136, 147) _ Redox Dark Surtace (F6) _ Very Shallow Dark Surface (TF12) _ Depleted Dark Surface (F7) _ Other (Explain in Remarks) _ Redox Depressions (F8) _ Iron-Manganese Masses (F12) (LRR N, MLRA 136) _ Umbric Surface (F13) (MLRA 136, 122) _ Piedmont Floodplain Soils (F19) (MLRA 148) _ Red Parent Material (F21) (MLRA 127, 147) US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 NC DWQ Stream Identification Form Version 4.11 Date: 3/2/18 Project/Site: US 15-501 NWH R Evaluator: Troy Beasley - WithersRavenel County: Chatham Total Points: Stream Determination (circle one) Stjeam is at least intermittent (,� � Ephemeral Intermittent Perennial if _ 19 or perennial if >_ 30" I A. Geomor holo {Subtotal = �3.�� Absent 1a Continuity of channel bed and bank 0 2. Sinuosity of channel along thalweg 0 3. In-channel structure: ex. riffle-pool, step-pool, fl ri le- ool se uence 4. Particle size of stream substrate 0 5. Active/relict floodplain 0 6. Depositional bars or benches 0 7. Recent alluvial deposits 0 8. Headcuts 0 9. Grade control p 10. Natural valley 0 11. Second or greater order channel No = 0 e artificial ditches are not rated; see discussions in manual B. H drola Subtotal = . S� ) 12. Presence of Baseflow 0 13. Iron oxidizing bacteria 0 14. Leaf litter 1. 15. Sediment on plants or debris 0 16. Organic debris lines or piles 0 17. 5oil-based evidence of high water table? No = 0 C. Biolo (Subtotal = 18. Fibrous roots in streambed 3 19. Rooted upland plants in streambed 20. Macrobenthos (note diversity and abundance) 0 21. Aquatic Mollusks 0 22. Fish p 23. Cra�sh 0 24. Amphibians 0 25. Algae p 26. Wetland plants in streambed 'perennial streams may also be identified using other methods. See p. 35 of manual. Notes: Latitude: 35.755850 Longitude: -79.171766 Other BYnum Quad e.g. Quad Name: Weak 1 1 1 1 Moderate 2 2 2 2 2 Strong 1 1 3 3 3 3 �� r.�i � �� r�� 0.5 0.5 1 1 1 0.5 0.5 0 0 0 1 1 1 2 0.5 1 1 0.5 1 0.5 1 FACW = 0.75; OBL = 1.5 Other = 0 0 0 3 3 1.5 1.5 1.5 1.5 Sketch: ::WithersRavenel Our People. Your Success. I M PACT EX H I B I TS � �- � m m SEE SHEET 1B FOR CONVENrIONAL PLAN SHEET SYMBOLS CHA THAM CO U1�TY rn N � N INDEX OF SHEETS l TITLE SHEET lB COIyVENTIONAL SYtiiBOLS 2A-1 THRU 2A-3 TYPICAL SECTIOA/S 2D-1 ORAIIyAGE �ETAILS 3D-1 THRU 3D-3 ORAlNf1GE SUM�ARY SHEET 4 THRU 8 PLNy SHEETS 9 THRU l5 PROFILES TMP-ITHRU rMP-l5 TRAFFIC CONTROL PLAIy PMP-ITHRU PMP-7 PAVE�ENT �ARKIA/G PLAIyS 5/GN-ITHRU SIGN-9 5/GNING PLNyS EC-ITHRU EC-l7 EROSION CONrROL PLANS S-1 THRU S-X SIGNAL PLANS fOtiiITTEDJ X-0 CRO55 SECTION INDEX X-ITHRU X-l4 -L- CROSS SECTIONS X-l5 THRU X-l7 -RPA- CROSS SECTIONS X-lB THRU X-20 -RPC- CROSS SECTIONS X-2/THRU X-28 -Yl- CROSS SECrIONS X-29 THRU X-3/ -Y2- CROSS SECTIOHS X-32 -Y3- CROSS SECTlOIyS X-33 -Oflyyl- CRO55 SECTIONS X-34 -TRI- CRO55 SECTIONS X-35 -TR2- CROSS SECTIOIyS �'I�.��"I'I�: (�I�� \(�l'�"I�H � �.-� ['�(�I.I \.� �� -� ��, �-� ��.� �� LOCATION: US 15-501 FROM I1IITERSECTION OF WEST BOUND US-64 EXIT RAMP TO APPROX 2550'11IORTH US-64 WEST BOU11lD EXIST RAMP A111D US-64 AND EAST BOUND EXIT RAMP NORTHWOOD HIGH SCHOOL ROAD FROM IIVTERSECTI0111 OF US 15-501 TO SCHOOL E11lTRA1VCE TYPE OF WORK: GRADIIVG, PAVI11lG, WIDEIIVG, DRAl1VAGE, SIGNIIVG, A1VD TRAFFIC SIG11lALS US-15-501 Phase 2 8 /� SITE 1 EYD coNs�r��rron► / BEG/N CONSTRUCT/ON / Stream Impact Map -Y - a � �� ,�'� _ Eao co�� 4�crroH t I NAD 83 ( 00 ) .` I NAVD 88 �-- ro PrrrseoRo END CUNSTRUCT/ON - - tai t 9 ��.\ �.z �\\\� �/� 3 \\ �g(� � -o � o L---� E� ` � ��-- � \ � �� BEG/N L1�NSTRUCT/ON -Yl- Slo. t4 � CN Zy l'ERMIT DRA WI1�GS February 13, 2019 us '� ��. �o o �. :-�� l� � Q�� o' _ �C �P`�\� � �j�o�� T� ny 40� �y �� GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Kimley >> Horn HYDRAULICS ENGINEER ALANS PREPARED FOR US 15-501 TOTAL LENGTH OF US 15-501 = 0.493 MILES IS—SOI WEST LLC °"'° 50 25 0 50 100 ADT 2015 = 18,000 VPD _ .`°° ADT 2018 = 22,500 VPD TOTAL LENGTH OF (WB) EXIT—RAMP = 0.090 MILES V= 6o MPH (EXISTING) TOTAL LENGTH OF (EB) EXIT—RAMP = 0.068 MILES zoiv sznNnnxn SPECIFICATIONS PLANS V= 50 MPH (PROPOSED) TOTAL LENGTH OF NORTHWOOD HIGH SCHOOL RD = 0.358 MILES CHARLES NUCKOLS, P.E. P,E, PROJECT ENGINEER S7GNATURE: 50 25 0 50 100 NORTHWOOD HIGH SCHOOL RD TOTAL LENGTH OF ROADWAY CONSTRUCTION = 1.009 MILE$ ROADWAY DESIGN ENGINEER ADT 2018 = 6,700 VPD VANCE BLANTON, P.E. PROFILE (HORIZONTAL) V= 30 MPH r,rnRauzres ExcrNEER This document, together with the concepts and designs presented herein, as an 10 5 0 10 20 without written authorization and adaption by Kimley— Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc. for which it was CALEB LOWMAN, E.I. prepared. Reuse of and improper reliance on this document instrument of service, rxo/ecz nEsrcx Excrxsea PROFILE (VERTICAL) is intended only for the specific purpose and client. �'E' SIGNATURE: ——— CITY LI�UITS NOT TO SCALE TOP OF 1' SILL ELEVATION = 446.00' EXIST GROUN� —--��rr_ —— _ PROPOSED 10'-3" SPAN X b'-9" RISE, 0.150" THICK ALUMINUM STRUCTURAL PLATE PIPE ARCH � �, 2' z� GE DETAIL 15 INLET CHANNEL IMPROVEMENTS ( Not to Scale) , � _ , \ _ , \ i � i � I � I � � � � � � �— / \— — � � — CLASS I RIP RAP (W/GFD) COUNTER—SUNK INTO CHANNEL BANKS (TYP) STREAM BED BETWEEN BANKS COMPRISED OF CLASS I RIPRAP WITH NATIVE MATERIAL TO TOP OF SILL c 0 h 13+00 —Y2— (LT) TOP OF 1' SILL ELEVATION = 443.00' EXIST GROUN� ---`(�_� ^ PROPOSED 10'-3" SPAN X 6'-9" RISE, 0.150" THICK ALUMINUM STRUCTURAL PLATE PIPE ARCH �Rr:�•-' ��"�� ,�1'��, �J�C�. CLA55 I RIP RAP (W/GFD) COUNTER—SUNK INTO CHANNEL BANKS (TYP) STREAM BED BETWEEN BANKS COMPRISED OF CLASS I RIPRAP WITH NATIVE MATERIAL TO TOP OF SILL 13+00 —Y2— (LT) DETAIL 16 INLET CHANNEL IMPROVEMENTS ( Not to Scale) �OUT�(BaPVC) �61.))� � I I / �. €� €� _ : -I I I � O � ,�.�' � � �� I ' / �itiv. Oui (i5` n � 46�.1a'� 55AfH ��TOPqq �, � Y�1 I �`� .�PI. �� J d / � �-r-covc2 J"O � 1�—�--�.— oV <' CHAIN \ uNk �Nce � auranr� �. �\ \�, \�\\ � \� � \� �\ �\ I� � � � � V� � F� 192' 10'-3" SPAN, 6'-9" RISE, .150" `"\� THICK ALUMINUM STRUCTURAL � PLATE ARCH (BURIED 1') ��- ,BZ�— \� ZONE 1 JORDAN LAKE RIPARIAN BUFFER (30') (TYP) ZONE 2 JORDAN LAKE RIP� BUFFER (50') (TYP) �� N/F 15-501 �EST LLG DB 1873. PG. H38 (TRACT 1, PARCEL A) PB 2007, PG. 363 PINp 9742-99-1694 /Q 0 �tiy''• .f y 9^;`,,jVyJ � �� Y SY � �area IMPACT 1 ti 1 0 / F �aje� �,� e�ti \ \ � ��_ 0 � 0'-�� \ 0,� //�� E � F � � el 2 �P � ¢� PDE ti //�e � � E � �� , F �� p �� ati �ti �`' ��'�'�''♦, .� � ,� ,�►. --�� ,,,�,� �' ��'a�� `�� ,,.r.. � � ��..e � 1�-�= *,�:� � � .. � � �. 1 �/ � �1i �� ►. �'� �� ' , ;� / � : �, ��% I� � � �\ �1 :; \ C:.� `� � � � gti � ry" � 01' � �1a/ /� ti� 0 ry Kimley>>> Horn 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, N.C. 27601 N/F BOARD OF EDUCATION OF CHATHAM COUNT� DB 347, PG, 83 PB 2012, PG 190 PINM 9�<3-80-5581 I O O N W � ZZ � DENOTES PERMANENT IMPACTS IN SURFACE WATER (CULVERT) PROIECT REFERENCE NO. SHEEf NO. 0I2325040 8 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � � / � ■■ � � DENOTES PERMANENT IMPACTS IN SURFACE WATER (BANK STABILIZATION) ti� � � vB � �F / ' ` �EMOVE EXISTING eb�� 2@ 54" CMP QF� �\ \ {c� � / \ / � \ Q A� F ' m �� \ \ 05 ` F \ � � �\ P u.i c \ � \ \ ' F o — — —E— — — — — —E F — — — — — E — F — — — — — — — _ _ co E E— F E�� I� R --------- E�F i � � ------ � � � / / / ' �� — / / � C � C / , i i c � � � _� ` r � —� � - o �- a _ � u8- < � CP �t� � C _ _ _ � � — — _ _� � � � — _ — _ � �� C C � / — _ I � �� `� C � — P I I� I I�I C J II � I� � �I I V 91 I � III Q 11 I � III � �. IMPACT 1 II I � STREAM IMPACTS �� \��j i-� �4,1 —ri— —r2— Pl Sfo 17+65.00 Pl Sta 25+20.90 PI Sta 12f2026 Pl Sta 14+00.86 p= 4' 38' 25.7" fLTI Q= 34'OT 58.4° fLT) �= 7P ll' 245" (LT) p= 28' 09' 57.0° fRTJ D= i 32' 09.9" D= l4' l9' 26.2' D= 28° 38' 52.4" D= l9' 05' S4.9" L= 302J0' L= 23829' L= 248.50' L= 147.48' T= l5/J3' T= 122.80' T= 143J6' T= 75.26' R= 3.730.00' R= 400.00' R= 200.00' R= 300.00' -DRy�I- -TRI- -TR2- Pl Sio 11+43.37 PI Sto 10+96.05 Pl Sto 10+37.8/ PI Sto I0+96.80 4= 5P 24' 30.5" ILTI p= 22' 00' 283" �RTI p= 5% 20' 32.1° fLTJ p= 55' 46' 32.0" fRTJ D= 52' 05' 13.5" D= 38' ll' 49.9' D= 95' 29' 34.7" D= 95' 29' 34.7" L= 98.70' L= 57.62' L= 60.05' L= 58.4/' T= 52.95' T= 29J7' T= 32.8/' T= 31.75' R= I10.00' R= 150.00' R= 60.00' R= 60.00' �I � 0 � u u�� n,� // �� i � I � n a \V � �Q ii�� i � � ii9�i � i ii�ii � � Il��i � i iia�i � IMPACT TYPE IMPACT LENGTH (LF) IMPACT AREA (SF) 10.� IMPACT 1A: PERMANENT CULVERT IMPACTS 111 874 `� IMPACT 1B: PERMANENT BANK STABILIZATION 52 347 � IMPACT 1C: TEMPORARY STREAM IMPACTS 24 157 - i �s � �i i i iR�i o i i i ia' � N L i i id' i 11 I I �p�� II I I Id�l fi i i nii r i i ilil �� I I �� — 11 i i i•_===_— ___ �I I I <' _----==� `__ I I � - - - � � r L--- SEE SHEET ll FOR -Yl- PROF/LE �� p - - SEE SHEET /2 FOR -Y2- PROF/LE � l� � � 'r � v - ' = = SEE SHEET /2 FOR -RBT - PROF/LE � , �� --- / / / � i / / � I / � / � / � / � � / / � / / �7� � - ' - � i i / � a� I � � / i � / � % - / / � / � / J / / \ ' / � / / / � J / �_ ' ` / � / � / - - - � / � -� � - � � � / / , � � � % � / ---=y ��-� , �-�6g�- i� i I � � - - � i , , s, - - �_ , i � - � i i � �_ - i i ' `� , � i � l � '' 6m � 460' � i C� _ � � �. � _ _ � �A � - _ / i i \ 192' 10'-3" SPAN, 6'-9" RISE, 150"- ""5 THICK ALUMINUM STRUCTURAL - PLATE ARCH (BURIED 1')�� Ssa � � _ � \ I `� �_ ,� / � � � � � � � � � ' � .��' � � �/ � � gs� � � � \ � � / � � \ � � / � . PROIECT REFERENCE NO. SHEEf NO. i = c'� ;� , > � � - � � � et � K V H M■■ 0I2325040 8 � � � � � T �� '��i �� _ _ � � � / I � l � � � � �� - � `� ■ AI��1 �� ■ ■O�� ■ ROADWAY DESIGN HYDR.4ULIC5 �h� / � � � I �y'�� % � � � � / � d � � � � ��((( � � ��p19 ENGINEER ENGINEER a / / � � �/�/ // � � � / � � 421 FAYETTEVILLE ST, SUITE 600 � ,`�� `� �� ( �I � � / � / / � I I � / � �.� sa \ RALEIGH, N.C. 27601 � �- � � � �� n��' �°�� / 1 � ��l/ �� ahm n/ � I I �� / �,� i � nr-0�wAr aei. i i � '� r�� 'ii� 1 � � � V i I I �� i i� i� �� N�.� / � / // i/ /�� /i / � I I � J / / � I ry / / ��a/ - - \ \ co \ \ \ _ / � � �`(� 1 � � � "� � / y j� � .�1 � \ \ / / / � / /� / � `d � � � � � � / / � ^ � I I I � - _ �. � \ / � � / / 0 \ \ � \ � � � ' \ _ / / � / � / / � � � � � � � / / / � / / � � I � � \ \ /�//+/te / - ry \ \ \ \ esE \ _ � / / � � / � � I 8� � /' / / - � \ \ � \ R / / / � J � � � � � � � � � � � `�b 8�' / g�/ � � \ \ \ � � ��0 � I I / / / I / I � / � / � � � � v - - \ i , � � / � � � � � � m � � � I � I I I � � � � �� w � __ _ � � � - UNLESS ALL SIGNATURES COMPLETED � - ^ - - � � i � � � I � I I I eti � �� i � � \ � � \ � _ ,- - _ ` � � i � / / / / l i i I / y� / i � � - / i - � / l 1 /I/ � � b / � � � � � - -09b_ - _ - � i � �' - � ,�IMPA.CT l� , � � ' ' �� ' �' � , � � � , , , / � � 1 I � 81. �n �'� i i / � - -59b - - � � � � - - �M a0 � - - � � � � � � � � � � / i � � � / � I I m �� i ati� i i � � N/F � � � °� - - - '�JO O I OO / � / � �� / � � � I � � �,a�� i � � i eonrso QF eouc� oN oF � � � �> � � F i � � / � / / � � I I I � � � c�nrN M cou�r � - � l / i � � i i I � i i i - - - - se aa�� . ea � � ��Q - - � i � � � � � �� i / � ex� � I I I�� i i � � i � ve gms. P�. ieo � � ZZ �Fo � x � � � ' � � � � � � � � � � � J� ,/�-I-_,� � � �t� � i i i yw � � aiN9 9��s-eo-�a� � - - - � � � ��. v i �� i � / 2� I �/,�� I I 0 � i � i � a � ------ --- � � --- � � A i� �� °`� i i I � � � �Y� � I I � i i i / i - - - - - - � � � � � - / � � � � / F � i i i � I I 0�- Z , / / / i \ � � _ / � � o� � � ��Oi � i POf 'L �'� � I I / / / � i � � � -------- - i- � � - 1 \� i � / � •e �� I � / / / � � � � � � _ / -996� � � � � � � � � � � D� � � � �� L�1L_LLLa DENOTES PERMANENT IMPACTS - - -e5t � � - � � � �' _ - � �o� �� ,�� F � ��, � � � py � i i i i � � � IN SURFACE WATER (CULVERT) � - - - _ �' � o �. j eti � � l � i i i i � � � -- � �� ', ��, , i � � i � i i � i ' � -- -- ��- J-�� `m Ei - ��- ��`4�� \ i � �� , �,Bz, ; �� e� � i � \ � � � a�� -F�Y �� /�� €�—, E ��S �� . ��`0-'= --��''� eti �-` � ti �� ,��-,.�� - � � ��a- � �� - A _____ --0ti�,,__ _gF, , � � �5b- - � - - ' BZ 1 � _ � ZONE 1 JORDAN LAKE RIPARIAN BUFFER (30') (TYP) ZONE 2 JORDAN LAKE � RIP� BUFFER (50') (TYP) � � �'- -- ��vL� �-'� -! � - - - .� � F / �- - - -- /� _ --_- �n'�'� �r-- � � / -99b _ _ - ' i = � � - / ,---- ' - � ' � , � --- __=----,, � � � _ - , � � � � �' ---094� _ � i � �� I I � i� -- � , i i i,- � �' i i � � � � �� j� �, i i i � � � � � i c�= �� ) � r � � I E�= � I I � � i �� n � � � I � I � � C p � I � � I �� '' ' N/F 15-501 �EST LLG DB 1873. PG. H38 (TRACT 1, PARCEL A) PB 2007, PG. 363 PINp 9742-99-1694 /Q 0 � i � , � � � � --- � � ��• � � � � � � � � � /�'� � � � � � � ��11L_LL1/J DENOTES PERMANENT IMPACTS IN - - - - � � � � � / / � i � i � � � � � � SURFACE WATER (BANK STABILIZATION) � � - - - _ � � i i ' ' � i i i � ' ---� -� 1� l , i � / / � i � �� / � � / ,- _ � � � - _ _ - � - a. �� / � i i �'° - - , , _ � - S; � ,�EMOVE EXISTING � i � � i�� - - - - ` - - - -m°� _ _ - -egb � � �e�� -F�� 2 �a,�54"CMP /� � �� i � -----,� � ---------------� --- i �/ i / i �� \ i \ � �� \ �.I � � �v�� \ ,�� : ��. �� .::........ �., .,.:.. . � � l � �� `� � �� - �� 1�� 4,► _ �. . —ri— —r2— Pl Sfo 17+65.00 Pl Sta 25+20.90 PI Sta 12f2026 Pl Sta 14+00.86 p= 4' 38' 25.7" fLTI Q= 34'OT 58.4° fLT) �= 7P ll' 245" (LT) p= 28' 09' 57.0° fRTJ D= i 32' 09.9" D= l4' l9' 26.2' D= 28° 38' 52.4" D= l9' 05' S4.9" L= 302J0' L= 23829' L= 248.50' L= 147.48' T= l5/J3' T= 122.80' T= 143J6' T= 75.26' R= 3.730.00' R= 400.00' R= 200.00' R= 300.00' -DRy�I- -TRI- -TR2- Pl Sio 11+43.37 PI Sto 10+96.05 Pl Sto 10+37.8/ PI Sto I0+96.80 4= 5P 24' 30.5" ILTI p= 22' 00' 283" �RTI p= 5% 20' 32.1° fLTJ p= 55' 46' 32.0" fRTJ D= 52' 05' 13.5" D= 38' ll' 49.9' D= 95' 29' 34.7" D= 95' 29' 34.7" L= 98.70' L= 57.62' L= 60.05' L= 58.4/' T= 52.95' T= 29J7' T= 32.8/' T= 31.75' R= I10.00' R= 150.00' R= 60.00' R= 60.00' � � 0 � u u�� n,� // �� i � I � n a \V � �Q ii�� i � � ii9�i � i ii�ii � � Il��i � i iia�i i � - � ,i / � �� i �� ------ �--_ --__ � � � / / �� / i � ' - - - - \ - - - - - - - - - - - - - / ' - F � � � -1, � � l / � � / i � � - _ _ _ _ i i i �� rP, / � � � �q - - - _ - - _ - - - _ � � �99b � � � / / � �m � _� � ., - - _ - - - - _ - - - _ - _ _ _ - _ _ _ � � / / / � / � � � � � - _ - - - _ - _ - i i � i - - �� - -99b- ----- ----- � � � � � � � � / i � i � � - - - - - - ^� � _ _ - - 996� - _ �� P ,(u / � � / / i � �59� � � � _ - - - - - 1 � �g5= - - - - - - - 5 Z ' ��\�\ �� kT��E�—�' F , � �i _ - - � � � _ _ - - - - _ � � � t .�-r - _ / / � � � �— _ — � E F-i__ / � � - - I� - _ - ��0 - � / �"-- __- ��-- R --- ��-��_ --�E --= ��E W `- ---- _ - ' '\� �_ __-_�--- v�, �, � �_ -___ `- ___-ss�.-� �, � � -, -- , _ - W � ��•',��. �-- ---- '- --��_ I ----- � � � � � � � � ' --- �- �� .. � � � � �, I - -- —__ ---__ �� —� p � � � '�� =m -� � _-_ - _ _ 4j � g� --- ---_- --r- v / � ��---- __ _ =,�-- _' -_ --_i _ - _ -- - Q x � ' - - - - - \ - - _- -_- - - --- -- _ __ _ -- -- � \ \ �` -� s - - - - �-- - - - c - _ _' - _ _ _ _ _ - _ - � � _ - - - i � �r�-�-� � > -� _- ' , � - - - - , _ _ _ - - - - _ _ _ _ - _ - � ar � i i i ic' �-- -�cs-- �, �- -�---- -- i // ` / � / � T ` i r / L �� i'4 ��/ / �/ / � '� �� -� �d�F7_I �r- ___ _-�_ _--_ / / � � � _ � L � � � � � �/�'/ � � � / � � � / � _ � - -BLb - � � PL � � 1!-I �9Lb � - ' - - � ' ' � �< ��ae� i ii i� i / � � _-� -------� Il�l�i%, -,, _� Z � � /��/ / /� / �/ �a - _ --- - �� IIII � - - -9Lb-, h C� i i��,a� �/�� /� �, 11 I I II�I--� ------ �� ' ' '' ' ' � __ IMPACT 1 -+I IT - - ' - - - - STREAM IMPACTS II i � � � � IMPACT TYPE IMPACT LENGTH (LF) IMPACT AREA (SF) 10.� IMPACT 1A: PERMANENT CULVERT IMPACTS 111 874 `� IMPACT 1B: PERMANENT BANK STABILIZATION 52 347 � IMPACT 1C: TEMPORARY STREAM IMPACTS 24 157 - i �s � �i i i iR�i o i i i ia' � N L i i id' i 11 I I �p�� II I I Id�l fi i i nii r i i ilil �� I I �� - 11 i i i•_===_— ___ �I I I <' _----==� `__ I I � - - - � � r L--- SEE SHEET ll FOR -Yl- PROF/LE I I I �'_ -'--- SEE SHEET /2 FOR -Y2- PROF/LE � l� � � 'r � v - ' = = SEE SHEET /2 FOR -RBT - PROF/LE � , �� ---