Loading...
HomeMy WebLinkAbout20190174 Ver 1_401 Application_20190206Preliminary ORM Data Entry Fields for New Actions SAW — 2018 - 01892 BEGIN DATE [Received Date]: Prepare file folder ❑ Assign Action ID Number in ORM ❑ 1. Project Name [PCN Form A2a]: South Fork Winston 2. Work Type: Private ❑ Institutional ❑ Government F-471 Commercial 3. Project Description / Purpose [PCN Form 133d and 133e]: Public Utilities Replacement 4. Property Owner/ Applicant [PCN Form A3 or A4]: Owner: City of Winston-Salem POC: Courtney Driver, P.E. 5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: CWS; POC: Mr. Daniel Roberts, PWS 6. Related Action ID Number(s) [PCN Form 135b]: 7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form 131b]: West of Peters Creek Parkway and extends eastward to just east of Highway 52, in Winston Salem, North Carolina 36.019290, -80.2508340 8. Project Location - Tax Parcel ID [PCN Form 131a]: Linear project encompassing multiple parcels 9. Project Location — County [PCN Form A2b]: Forsyth County 10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Winston Salem 11. Project Information — Nearest Waterbody [PCN Form 132a]: South Fork Muddy Creek 12. Watershed / 8 -Digit Hydrologic Unit Code [PCN Form 132c]: Yadkin Pee Dee River 03040101 Authorization: Section 10 ❑ Section 404 Regulatory Action Type: ❑✓ Standard Permit Nationwide Permit # 12 ❑ Regional General Permit # ❑ Jurisdictional Determination Request ❑� Section 10 & 404 ❑Pre -Application Request Unauthorized Activity 0 Compliance ❑ No Permit Required Revised 20150602 CAROLINA WETLAND SERVICES, INC. 550 E. Westinghouse Blvd. Charlotte, NC 28273 704-527-1177 (office) 704-527-1133 (fax) To: Mr. Bryan Roden -Reynolds Date: February 1, 2019 U.S. Army Corps of Engineers, Charlotte Satellite Office 151 Patton Avenue, Room 208 Asheville, NC 28801 Subject: Submittal of Pre -Construction Notification Pursuant to Nationwide Permit No. 12 South Fork Muddy Creek Sewer Line Replacement Forsyth County, NC CWS Project No. 2017-0446 (SAW -2018-01892) Dear Mr. Roden -Reynolds, South Fork Muddy Creek Sewer Line Replacement site is approximately 98 acres in extent and is located west of Peters Creek Parkway and extends eastward to just east of Highway 52, in Winston Salem, North Carolina (Figures 1 and 2, Attachment A). On behalf of the city of Winston-Salem Utilities Administration, Gavel and Dorn Engineering have subcontracted Carolina Wetland Services, Inc. (CWS) to provide Section 404/401 permitting services for this project. On behalf of the City of Winston-Salem Utilities Administration, CWS is submitting a Pre -Construction Notification pursuant to Nationwide Permit No. 12 to the U.S. Army Corps of Engineers and Water Quality Certification No. 4133 to the North Carolina Division of Environmental Quality (NCDEQ) for proposed impacts to jurisdictional waters of the U.S. associated with sewerline installation along South Fork Creek. This PCN includes the wetland delineation for the study area. A Preliminary Jurisdictional Determination was requested and a field visit occurred on November 1, 2018. CWS is the Authorized Agent and should be copied on all project correspondence. An executed Agent Authorization Form is attached (Attachment B). ATTACHMENTS INCLUDED: Please do not hesitate to contact Daniel Roberts at 704-527-1177 ext. 707 or daniel@cws-inc.net should you have any questions or comments regarding this report. Sincerely, Daniel Roberts, PWS Project Scientist Christine Geist, PWS, CE Principal Scientist DESCRIPTION Attachment A - Figures 1-8 Attachment B - Agent Authorization Form Attachment C - Photopa e (Photographs 1-14 Attachment D - NCDEQ Steam Dataforms SCP1-SCP7 Attachment E - USACE Wetland Dataforms DP1-DP5 Attachment F - Impact Sheets Attachment G - Alternative Plans Attachment H - Construction Plan Sheets Attachment I - NCNHP Report Attachment J - SHPO Correspondence Please do not hesitate to contact Daniel Roberts at 704-527-1177 ext. 707 or daniel@cws-inc.net should you have any questions or comments regarding this report. Sincerely, Daniel Roberts, PWS Project Scientist Christine Geist, PWS, CE Principal Scientist Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Page 1 of 14 PCN Form — Version 1.4 January 2009 Pre -Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ❑x Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NW P) number: 12 or General Permit (GP) number: 1c. Has the NW P or GP number been verified by the Corps? ❑x Yes ❑ No 1d. Type(s) of approval sought from the DWQ (check all that apply): ❑x 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ❑ Yes N No For the record only for Corps Permit: ❑ Yes N 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 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h below. ❑ Yes N 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: South Fork Interceptor No. 3 Outfall 2b. County: Forsyth 2c. Nearest municipality / town: Winston-Salem 2d. Subdivision name: N/A 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: Multiple (linear sewerline project) 3b. Deed Book and Page No. Multiple 3c. Responsible Party (for LLC if applicable): City of Winston- Salem: Utilities Administration, POC: Courtney Driver, P.E., Utilities Director 3d. Street address: 101 N Main St., Suite 357 3e. City, state, zip: Winston-Salem, NC 27101 3f. Telephone no.: (336)747-7315 3g. Fax no.: N/A 3h. Email address: courtneyd@cityofws.org Page 1 of 14 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: N Agent e Other: City of Winston -Salem: Utilities Administration 4b. Name: Courtney Driver, P.E., Utilities Director 4c. Business name (if applicable): City of Winston -Salem: Utilities Administration 4d. Street address: 101 N Main St., Suite 357 4e. City, state, zip: Winston -Salem, NC 27101 4f. Telephone no.: (336)747-7315 4g. Fax no.: N/A 4h. Email address: courtneyd@cityofws.org 5. Agent/Consultant Information (if applicable) 5a. Name: Daniel Roberts, PWS 5b. Business name (if applicable): Carolina Wetland Services, Inc. 5c. Street address: 550 E. Westinghouse Blvd. 5d. City, state, zip: Charlotte, NC 28273 5e. Telephone no.: 704-527-1177 ext 707 5f. Fax no.. N/A 5g. Email address: Daniel@cws-inc.net Page 2 of 14 PCN Form — Version 1.4 January 2009 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): Multiple parcels 1 b. Site coordinates (in decimal degrees): Latitude: 36.01929 Longitude: -80.250834 1 c. Property size: 98 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: South Fork Muddy Creek 2b. Water Quality Classification of nearest receiving water: Class C 2c. River basin: Yankin Pee Dee River (03040101) 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 proposed South Fork Muddy Creek Sewer Line Replacement will be located just west of Peters Creek Parkway and extend approximately 9,800 linear feet along South Fork Muddy Creek in Winston-Salem, NC (Figures 1 and 2, Attachment A). The current land use for this project consists of undeveloped forest, a maintained sewer line right-of-way, and a golf course (Figure 2). According to the United States Department of Agriculture - Natural Resources Conservation Service (USDA-NRCS) Web Soil Survey of Forsyth County (Figure 4) and the NRCS 1979 Soil Survey for Forsyth County (Figure 5), current and historic on-site soils consist of Banister fine sandy loam (BaB), Chewacla loam (ChA), Codorus (CoA), Dan River loam (DaA), Fairview clay loam (FcD2), Hatboro loam (HaA), Soliam sandy loam (SmD), Wickham fine sandy loam (WmB) Wickham fine sandy loam, mesic (WmC). Of the on-site soils, Banister fine sandy loam (BaB), Chewacla loam (ChA), Codorus (CoA), Dan River loam (DaA), Fairview clay loam (FcD2), and Hatboro loam (HaA) are all listed as containing hydric inclusions for Forsyth county. A review of the National Wetlands Inventory (NWI) GIS layer depicts one potential wetland feature within the project limits (Figure 6, attached). 3b. List the total estimated acreage of all existing wetlands on the property: 1.55 ac. 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 11,582 If of stream channel 3d. Explain the purpose of the proposed project: The existing South Fork Interceptor No. 3 Outfall system consists of parallel 36" diameter pipelines. The pipe sections immediately upstream and downstream of the project limits have recently been replaced (Phases 1 — 54", Phase 2 — 42"), both on the north side of South Fork Muddy Creek. The City of Winston-Salem is planning to replace the existing sewer line with a 54" diameter sewer in order to increase capacity and replace pipes damaged by corrosive wastewater from a nearby corn syrup plant. This will enhance pipe performance, provide increased wastewater capacity for current and future customers, and protect the water quality of South Fork Muddy Creek. Page 3 of 14 PCN Form — Version 1.4 January 2009 3e. Describe the overall project in detail, including the type of equipment to be used: This project will increase the diameter of an existing sewer pipe along South Fork Muddy Creek in Winston Salem, North Carolina. Under Nationwide Permit (NWP) No. 12, unavoidable stream impacts associated with this sewerline construction project are due to nine temporary stream impacts for trench excavation sewer installation and four temporary stream crossings for construction access. There is one permanent stream impact totaling 15 linear feet for pipe removal and restoration. There are no proposed wetland impacts. The proposed impacts are illustrated in Attachment F. The construction plan details are also included in Attachment F. The proposed impacts are described in detail below. Trench Excavation Sewer Installation— Temporary Impact New sewerlines will be installed through streams using trench excavation and working in the dry, either during no flow or using temporary dewatering. After installation, the banks will be restored to original contours and stabilized with native plant seed mix per erosion control notes (Attachment F, Detail Pages D-5 and D-6). Riprap may be placed in the footprint of the open cut trench (no more than 1 Oft wide) and buried to grade to help further stabilize banks and protect the newly installed pipe (Attachment F, Detail Page D-6). Construction Access Crossing— Permanent Impact The permanent construction access stream crossing will be constructed with armorflex or similar material embedded within he streambed with surface flow to be diverted using constructed swales along the side of the stream bank. The creek bottom ill be lined with filter fabric (Attachment F, Detail Page D-7). Pipe Removal— Temporary Impact Existing aerial sewerline pipes will be removed. If the pipe must be removed without a coffer dam, the pipe will be excavated at the top of the bank, the pipes plugged at both ends, and removed upon the curing of the pipe plugs. Work will be conducted in the dry (Attachment F, Detail Page D-4). Temporary Dewatering— Temporary Impact pump around system will be utilized to complete the construction activities in the dry and as needed if construction during no flow is not possible. For large systems, two overlapping coffer dams will be used sequentially. All temporary structures will be removed from the channel after the work is complete. Disturbed stream banks will be restored to pre -construction grade and elevation, and any disturbed stream banks will be stabilized with seeding and matting (Attachment F, Detail Page D-5). Typical heavy equipment will be used in grading operations (bulldozers, excavators, dump trucks, graders, etc.). After grading, fork lifts and man lifts will be used for loading materials and access. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by Yes the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? 4b. If the Corps made the jurisdictional determination, D Preliminary El Final what type of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: CWS Name (if known): 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. A Request for Preliminary Jurisdictional Determination was submitted to the USACE on September 27, 2018 (SAW -2018- 01892). Since that submission the project limits have changed and a new PJD request will be submitted with this NWP application. 5. Project History Page 4 of 14 PCN Form — Version 1.4 January 2009 5a. Have permits or certifications been requested or N Yes ❑ No ❑ Unknown obtained for this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. Nationwide permits have been obtained for Phases 1 and 2 of this project. 6. Future Project Plans 6a. Is this a phased project? ❑x Yes ❑ No 6b. If yes, explain. The pipe sections immediately upstream and downstream of the project have been replaced with 54" pipes in Phase 1 and 42" pipes in Phase 2. Page 5 of 14 PCN Form — Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ❑ 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. Area Wetland impact Type of impact Type of wetland Forested Type of jurisdiction of number Corps (404,10) or impact Permanent (P) or DWQ (401, other) (acres) Temporar T W1 _ W2 _ W3 - 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 (PER) or Type of Average Impact number intermittent (INT)? jurisdiction stream length Permanent (P) or width (linear Temporary (T) (feet) feet) S1 T Trench Excavation South Fork PER Corps 40 40 Sewer Installation Muddy Creek S2 T Trench Excavation Stream A PER Corps 30 40 Sewer Installation (Sides Branch) S3 P Sewer Installation and Stream H INT Corps 3 15 Access Road Construction S4 T Trench Excavation South Fork PER Corps 40 40 Sewer Installation Muddy Creek S5 T Remove Existing Sewer Stream B INT Corps 5 40 Restore Stream Bank S6 T Trench Excavation Stream C PER Corps 10 40 Remove Existing Sewer (Perryman Sewer Installation Branch) S7 T Trench Excavation Soukas Creek PER Corps 10 40 Sewer Installation S8 T Trench Excavation South Fork PER Corps 40 40 Sewer Installation Muddy Creek Page 6 of 14 PCN Form — Version 1.4 January 2009 S9 T Trench Excavation Stream R PER Corps 3 40 Sewer Installation S10 T Remove Existing Sewer Stream R INT Corps 3 15 Restore Stream Bank S11 T Trench Excavation South Fork PER Corps 40 40 Sewer Installation Muddy Creek S12 T Trench Excavation Stream E PER Corps 4 40 Sewer Installation S13 T Remove Existing Sewer Stream E EPH Crops 4 15 Restore Stream Bank 3h. Total stream and tributary impacts 445 3i. Comments: Summary of impacts: Permanent Impacts (loss of waters): 15 If Permanent (no loss of waters): 0 If Temporary impacts: 430 If Total: 445 If Page 7 of 14 PCN Form — Version 1.4 January 2009 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then indivi ually list all open water impacts below. 4a. Open water impact number Permanent (P) or Temporary (T) 4b. Name of waterbody (if applicable 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) 01 _ Choose One Choose 02 _ Choose One Choose 03 _ Choose One Choose 04 _ Choose One Choose 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavated Flooded Filled Excavated P1 Choose One P2 Choose One 5f. Total: 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? ❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other: 6b. Buffer Impact number- Permanent (P) or Temporary T 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet B1 _ Yes/No B2 _ Yes/No B3 - Yes/No B4 _ Yes/No B5 _ Yes/No B6 _ Yes/No 6h. Total Buffer Impacts: 6i. Comments: Page 8 of 14 PCN Form - Version 1.4 January 2009 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 In order to avoid and minimize impacts to jurisdictional waters of the U.S., the South Fork Interceptor No. 3 Outfall project area was delineated, and the alignment was adjusted based on the delineation results. Total width of the construction corridor within streams are limited to 40 linear feet. Unavoidable stream crossings will be at a near perpendicular angle when possible. Site specific constraints limiting the potential for alternative alignments include: highly developed urban areas surrounding the proposed sewer line, existing sewer lines that must be tied in to, an existing sewer line easement, and on-site jurisdictional features. Due to these design constraints The City of Winston-Salem requests a waiver for NC WQC #4133 Activity Specific Condition 3 at S2, S6, S7 and S9 (Impact Plan Set, Sheets EC -1, EC -5, EC -6, and EC -7). The existing South Fork Interceptor No. 3 Outfall system consists of parallel 36 -inch diameter pipelines. The pipe sections immediately upstream and downstream of the project limits have recently been replaced (Phases 1 — 54", Phase 2 — 42"), both on the north side of South Fork Muddy Creek. This project was originally planned as a new parallel 27 -inch VCP to provide capacity relief for the existing Winston-Salem/Forsyth County Utilities (CCUC) system. However, due to the extreme poor condition of the existing infrastructure CCUC's preferred option is immediate replacement with a single 54 - inch diameter sewer. Rehabilitation of these lines was considered but is not economically feasible compared to a larger single pipeline installation. Replacement of the existing sewer upstream and downstream of this project has already been completed and, therefore, limits alternative alignment options. However, the proposed sewer alignment between the upstream and downstream tie-in points are located a minimum of 15ft away from the top of stream bank and in most cases is further away. Additionally, the current design minimizes pipes exposed within stream beds. Western Construction Entrance The western construction entrance had two previous proposed locations before the preferred location was selected. Alternative 1 was originally on the north side of South Fork Muddy Creek and it forded the creek to allow for construction on the south side. An alternative that resulted in less impacts to waters of the U.S. was found feasible, so this plan was eliminated from consideration (Attachment G). Alternative 2 proposed a crossing on the south side of South Fork Muddy Creek, providing access to the site at Brannigan Village Court. The road was proposed to provide the most direct access to the site by running due north until intercepting the sewer construction easement, however a large portion of Wetland CC would have been impacted. An alternative that resulted in less impacts to waters of the U.S. was found feasible, therefor this plan was eliminated from consideration (Attachment G). The preferred location of the western construction access also provides access at Brannigan Village Court so as not to cross South Fork Muddy Creek. The preferred alternative eliminates wetland impacts and reduces proposed stream impacts from 60 If of perennial stream to 15 If of ephemeral stream. This construction access will prevent impacts to perennial streams and avoid all impacts to Wetland CC (Attachments F and H). Impact S5 S5 had been originally proposed as an open trench crossing of Stream B, however the sewer will now be installed via jack -and -bore. The only impacts to Stream B will consist of the removal of existing aerial sewer pipe and restoration of the stream bank (Attachment F and G). No Build Alternative In an attempt to minimize impacts to jurisdictional waters while meeting the goals of the project, a "No Build" alternative was considered. A "No Build" option would not meet the project goals of providing necessary repair to the sewerline. Therefore, the No Build Alternative was eliminated from further consideration." Page 9 of 14 PCN Form — Version 1.4 January 2009 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Proper sediment and erosion control measures will be used to minimize disturbances to downstream waters. Construction activities and impacts to on-site jurisdictional waters of the U.S. will comply with all conditions of Nationwide Permit No 12 and Water Quality Certificate No. 4133. The proposed stream impacts will be completed during low flows, or pump around or similar water diversion techniques will be utilized to construct in dry. All temporary structures will be removed from the channel after the work is complete. Disturbed stream banks will be restored to pre -construction grade and elevation, and any disturbed stream banks will be stabilized with seeding and matting. The existing, impacted unstable streambanks will graded to a stable slope and elevation and the banks will be stabilized with native vegetation within the relocated stream reach. 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 ❑x 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: Type: Choose One Quantity: 3b. Credits Purchased (attach receipt and letter) Type: Choose One Quantity: Quantity: Type: Choose One 3c. Comments: Page 10 of 14 PCN Form — Version 1.4 January 2009 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: 4c. If using stream mitigation, stream temperature: Choose One 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non -riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 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 ❑x No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund). 6h. Comments: Page 11 of 14 PCN Form — Version 1.4 January 2009 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 M 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. The site is not adjacent to protected NC Riparian Buffers. ❑ Yes ❑ No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? <1 % 2b. Does this project require a Stormwater Management Plan? ❑ Yes ® No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Amount of impervious surface does not change significantly and is less than 24%. 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: 2e. Who will be responsible for the review of the Stormwater Management Plan? City of Winston-Salem 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? Winston-Salem ❑ 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 El HQWEl 4a. Which of the following state -implemented stormwater management programs apply ORW (check all that apply): ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 12 of 14 PCN Form — Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ❑x 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.) N Yes N 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 2B .0200)? 2b. Is this an after -the -fact permit application? ❑ Yes © No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes N 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. This project will not result in cumulative impacts to jurisdictional waters. 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 a sewerline replacement project. Page 13 of 14 PCN Form — Version 1.4 January 2009 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ❑ Yes ❑x No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ❑ Yes ❑x No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. - 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? To determine which protected species are listed as occurring or potentially occurring within the project vicinity and prior to conducting the on-site field investigation, CWS consulted the United States Fish and Wildlife Service's (USFWS) Endangered and Threatened Species and Species of Concern by County for North Carolina online database for Forsyth County. In addition, CWS performed a data review using the North Carolina Natural Heritage Program (NCNHP) Data Explorer on October 31, 2018 to determine if any record occurrences of federally -listed, candidate endangered, threatened species, or critical habitat were located within the project limits. The results of the desktop review and habitat assessment are included in the Protected Species Habitat Assessment Report (Attachment 1). 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? NOAA Fisheries: http://www.habitat.noaa.gov/protection/efh/habitatmapper.html 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? A letter was forwarded to the North Carolina State Historic Preservation Office (SHPO) on October 19, 2018 to determine the presence of any areas of architectural, historic, or archaeological significance that would be affected by the project. CWS also consulted the SHPO online GIS service a Charlotte -Mecklenburg Historic Landmarks Commission's webpage and found no historical structures, buildings, sites, or districts currently within the project limits. As the date of this submittal, no response has been received from the SHPO. 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: There will be no aboveground fill in the FEMA floodplain. 8c. What source(s) did you use to make the floodplain determination? FEMA FIRM No. 3710682200J 2/1/2019 Mr. Daniel Roberts Applicant/Agent's Signature (Agent's Applicant/Agent's Printed Name signature is valid only if an authorization letter Date from the applicant is provided.) Page 14 of 14 PCN Form — Version 1.4 January 2009 South Fork Muddy Creek Attachments ATTACHMENT A: Figures 1-7 January 25, 2019 CWS Project No. 2017-0446 I ti Kentucky 4 Virginia 6hington Parh 1 '1 Tennessee South Carolina Georgia Flobby Park Hobtiy Park W �p�a+•illeRd _s✓�y �� South Park N 3 r, 3 N .-,No Rd �ons� I• s} a 3 x x De F�resr F'�rk , Waughtown St 1'c a CL r 3 'ar a �� P I e 3 r, -7 +111A tR U a. n m �3ttt65 Rd 1 U na1.i y � Ife oltClub I � I N Lain C'l Ce" - --— — — — — — — — ---- — — — — :��� — — — f arSYrhR [?3Vldson 0 f M.I&T Greek �4 %,¢ 52 8 q G N iP N Legend = Project Limits (111 ac.) 5,000 2,500 0 5,000 Feet REFERENCE: BACKGROUND VICINITY MAP PROVIDED BY ESRI, 2018. SCALE:DATE: FIGURE NO. 1 inch = 5,000 feet 1/15/2019 Vicinity Map CWS PROJECT NO: DRAWN BY: 1 2017-0446 MLS South Fork Muddy Creek Fortsyth County of COORDINATES: CHECKED BY: CAROLINA 36.01929, -80.250834 CAG WETLAND sFr1Vlr-I`s Winston Salem, North Carolina 7 G:\My Drive\2017\2017 Consulting\2017 Projects\2017-0446 South Fork Winston\JD\ArcGIS\Figurel_Vicinity.mxd O� I ■ a � x C. °` HOCR� T. HOC -r— _ ?i 4 4 _ BR�vcr' ►RNEs aD I � I I - - _I—__- _..�_. HE_! Pa J i ` uL c fwr tt, r U . Pp Legend Project Limits (111 ac.) REFERENCE: USGS 7.5 MINUTE TOPOGRAPHIC QUADRANGLE(S): WINSTON-SALEM EAST, 2,000 1,000 0 2,000 Feet AND WINSTON SALEM WEST, NC (2017). SCALE:DATE: FIGURE NO. 1 inch = 2,000 feet 6/27/2018 USGS Topographic Map CWS PROJECT NO: DRAWN BY: 2 2017-0446 MLS South Fork Muddy Creek of COORDINATES: CHECKED BY: C A R❑ L I N A Fortsyth County 36.01929, -80.250834 CAG WETLAND SERVICES Winston Salem, North Carolina 7 G:\My Drive\2017\2017 Consulting\2017 Projects\2017-0446 South Fork Winston\JD\ArcGIS\Figure2_USGS.mxd GAMy Drive\2017\2017 Consulting\2017 Projects\2017-0446 South Fork Winston\JDWrcGIS\Figure3_Aerial.mxd •= M G:\My Drive\2017\2017 Consulting\2017 Projects\2017-0446 South Fork Winston\JD\ArcGIS\Figure4_CurrentSoil.mxd V r'" w= wo 10 01 MEMO Na N B B iVl/ Tm C2� B i -.- CIDA D U T cc pD VON aB Rt F CID C2 PcF2 r- NaB Fe 3 fif F e C W IC F CmC CIC cD C m CoA Tm CIC Tm D 0 FAI . X11 'r . CaD B Fc a� TdC CD e FeC RtD A G:\My Drive\2017\2017 Consulting\2017 Projects\2017-0446 South Fork Winston\JD\ArcGIS\Figure4_CurrentSoil.mxd C Na N B B Tm C2� B CIDA D U T cc pD TdD aB Rt F CID C2 PcF2 NaB Fe 3 fif F e C W IC F CmC CIC cD C m CoA Tm CIC Tm D C A aB WmB CoA B eE CaD B Fc a� TdC CD e FeC RtD A F 3 cF m PcF2 CoA M IC Fe_C3 Sm mB TdD m C cF2 MC 2 m u cD2 Co CaD m m DaA m 2 \ Sm u m F cF e mD SmF F C m FcC2 cB BaB Banister fine sandy loam, 0 to 6 percent slopes, rarely flooded No 0.9 Fa BtE Bannertown-Toast complex, 15 to 25 percent slopes No 0.2 C ChA Chewacla loam, 0 to 2 percent slopes, frequently flooded No 0.1 GU CIB Clifford sandy loam, 2 to 6 percent slopes No 2.3 a SmF F BtE CoA Codorus loam, 0 to 2 percent slopes, frequently flooded No 62.5 D FaC a DaA Dan River loam, 0 to 2 percent slopes, frequently flooded No 0.4 a S FaB m G FcD2 Fairview clay loam, 10 to 15 percent slopes, moderately eroded No 5.9 N B FeC3 Fairview clay loam, 6 to 10 percent slopes, severely eroded No 0 NaB e HaA Hatboro loam, 0 to 2 percent slopes, frequently flooded Yes 11.4 D2N a U PcF2 Pacolet clay loam, 15 to 45 percent slopes, moderately eroded No 0.3 TCD Bt SmD Siloam sandy loam, 10 to 15 percent slopes No 1.3 Legend SmF Siloam sandy loam, 15 to 45 percent slopes No 0.4 Pe W Water No 13.8 C a h Project Limits (111 ac.) W WhA Wehadkee loam, 0 to 2 percent slopes, frequently flooded Yes 0 CB WmB Wickham fine sandy loam, mesic, 2 to 6 percent slopes No 0.2 F C WmC Wickham fine sandy loam, mesic, 6 to 10 percent slopes No 0 aCI Roads Totals Coverage 100 PeE3 u u p CnA 2,000 1,000 0 2,000 Feet REFERENCE: USDA-NRCS WEB SOIL SURVEY OF FORSYTH COUNTY, NC, DATED 2018. E PCF C cF2 CCCPGF2 SCALE:DATE: 1 inch = 2,000 feet 1/15/2019 USDA—NRCS Current Soil SurveyFIGURE NO. of Forsyth Count/ 4 CWS PROJECT NO: DRAWN BY: 2017-0446 MLS South Fork Muddy Creek of COORDINATES: CHECKED BY: CAROLINA Fortsyth County 36.01929, -80.250834 CAG WIETt_AND SERVICES Winston Salem, North Carolina 7 G:\My Drive\2017\2017 Consulting\2017 Projects\2017-0446 South Fork Winston\JD\ArcGIS\Figure4_CurrentSoil.mxd - Aye � ... _Or- 1" r7c rr .,;;..,a r=. k 1 N. i_ .. .. - - .. l a j} T a&L' ` li `'� I + j I. r: •.-� 1 S';i: ,`'l"'4.. ' Y = y s� � A l i.. k. E, ws sr. ti's r n. !•, i'iaF ~. ` - _ rf -� y ,.'(rw ! �, f - �rrca ;I I , ff:, Q I 2 L .I - — 6.. .r- :I SW i •'' y- Main St . ... - +.: �1�, l.t�'�:�x. I.� - - 31:rL• k� � :ren: Ir =a, 3r• ti E� - - i - Peters Creek Pkwy) r 1' r r r� ' ° - IN , r r: t 2^4c : HydricMap Unit Name and Description BaB Banister fine sandy loam, 0 to 6 percent slopes, rarely flooded No BtE Bannertown-Toast complex, 15 to 25 percent slopes No ChA Chewacla loam, 0 to 2 percent slopes, frequently flooded No CIB Clifford sandy loam, 2 to 6 percent slopes No CoA Codorus loam, 0 to 2 percent slopes, frequently flooded No DaA Dan River loam, 0 to 2 percent slopes, frequently flooded No FcD2 Fairview clay loam, 10 to 15 percent slopes, moderately eroded No FeC3 Fairview clay loam, 6 to 10 percent slopes, severely eroded No " _r' e HaA Hatboro loam, 0 to 2 percent slopes, frequently flooded Yes -�L APB PcF2 Pacolet clay loam, 15 to 45 percent slopes, moderately eroded No __ - +�°+• ""}^ ` SmD Siloam sandy loam, 10 to 15 percent slopes No SmF Siloam sandy loam, 15 to 45 percent slopes No r ' "` : - ' ' ..•rT.y, �" L W Water No -' ' is e e n d WhA Wehadkee loam, 0 to 2 percent slopes, frequently flooded Yes - -` WmB Wickham No �`'•"''- y' r� .: r` Project Limits (111 ac.) sand loam, mesic, 2 to 6 percent slopes ~ WmC Wickham fine sandy loam, mesic, 6 to 10 percent slopes No lho 2,000 1,000 0 2,000 Feet ' REFERENCE: USDA-NRCS SOIL SURVEY OF FORSYTH COUNTY, NC, SHEETS 45, 46, 51, AND 52, DATED 1979. SCALE: 1 Inch = 2,000 feet DATE: 1/17/2019 USDA-NRCS Historic Soil Survey FIGURE NO. CWS PROJECT NO: DRAWN BY: of Forsyth County 5 2017-0446 MLS Jurisdictional Delineation COORDINATES: CHECKED BY: CAR ❑ L I A South Fork Muddy Creek �f 36.01929, -80.250834 CAG WIETLANo sFl VIr-ES Fortsyth County, Winston Salem, NC 7 G:\My Drive\2017\2017 Consulting\2017 Projects\2017-0446 South Fork Winston\JDVvcGIS\Figure5_HistoricSoil.mxd � Y O� w f - Z Q) LUM IfJ Q- STAFFORD IL F TRILLIUM L P� O HILTON DR C0 AVONDALE S- "� SGL RE ALO GARLAND ST R PASADENA DF O,p BENT GRAS LN DAVI E AV OCALA DR FERNBROOK D � 2 w O R WAN W = m C/) QUEE Q z � o SIN AV ?> w = W_ J Of � LU > Q = U 0z O p W U) d �O Y Y w y o uJ U U I— W W F\NCN co U d W -1 U KESTEVEN RD _ U LU w K RRY RD C-) a a CHE BOR Legend 0o Q J UGH RD ! D A o d In U o NO RWICH o Project Limits (111 ac.) RD n a m Q z ow QUEE Q z � o ?> w = W_ J Of � LU > Q = U 0z O p W U) D DSON AV T ✓ERDALE RD x w �d 0 0 z W Y Freshwater Pond 0 REFERENCE: NATIONAL WETLAND INVENTORY DATA PROVIDED BY UNITED STATES FISH AND500 75O , 500 Feet WILDLIFE SERVICE FOR NORTH CAROLINA, ACCESSED 2018. BACKGROUND LAYER(S) PROVIDED BY FORSYTH COUNTY GIS DEPARTMENT, DATED 2018. d SCALE: DATE: FIGURE NO. 1 inch = 1,500 feet 1/17/2019 National Wetland Inventory CWS PROJECT NO: DRAWN BY: 6 2017-0446 MLS South Fork Muddy Creek COORDINATES: CHECKED BY: of CAROLINA Fortsyth County 36.01929, -80.250834 CAG WETLAND SERVICES Winston Salem, North Carolina 7 G:\My Drive\2017\2017 Consulting\2017 Projects\2017-0446 South Fork Winston\JD\ArcGIS\Figure6_NWl.mxd Y �O � Y w y o uJ U U I— F\NCN co U d W -1 U U Ir O Q p W > w U Legend 0o Q J o Q > a U a Y w U)�'t'TF Project Limits (111 ac.) Re(iRyp Q w qRk Roads R National Wetlands Inventory - Freshwater Forested/Shrub Wetland o/1. Freshwater Pond 0 REFERENCE: NATIONAL WETLAND INVENTORY DATA PROVIDED BY UNITED STATES FISH AND500 75O , 500 Feet WILDLIFE SERVICE FOR NORTH CAROLINA, ACCESSED 2018. BACKGROUND LAYER(S) PROVIDED BY FORSYTH COUNTY GIS DEPARTMENT, DATED 2018. d SCALE: DATE: FIGURE NO. 1 inch = 1,500 feet 1/17/2019 National Wetland Inventory CWS PROJECT NO: DRAWN BY: 6 2017-0446 MLS South Fork Muddy Creek COORDINATES: CHECKED BY: of CAROLINA Fortsyth County 36.01929, -80.250834 CAG WETLAND SERVICES Winston Salem, North Carolina 7 G:\My Drive\2017\2017 Consulting\2017 Projects\2017-0446 South Fork Winston\JD\ArcGIS\Figure6_NWl.mxd Potential Non Wetland \ Water of the U.S.00 w `so Stream`G - 85 If 7 p � (D CV Q 870 W -5 0 870 ♦ N Potential Non Wetland Water of the U.S. `A SCP5 Potential Wetland a Stream E 159 If I Water of the U.S. Wetland BB - 0.21 ac. ♦. w 7 870 `A SCP6 I :*D 5 O �♦DP3 3� II o� ci N U v C w aM IJ■ V � o 1Inch = 80 feet �o aU Potential Non Wetland Potential Wetland �+ Water of the U.S. Waters of the U.S. Za J South Fork Muddy Creek Wetland RR - 0.10 ac. _jw 9,384 If PotenWatertoflNon the U.S. elland ®�z Perryman Creek/Stream C - 626 If r� Potential Wetland Water of the U.S. Stream R - 127 If Potential Non Wetland — V j Weof the U.S. o Sides Branch/Stream A - 304 Ifa it 9� Potential Non Wetland n`t' 750 ► Water of the U.S. Potential Non Wetland Stream F - 85 If U) Water of the U.S. 1 inch = 150 feet L Stream B - 458 If tE c � m o C � � ♦SCP33 Potential Non Wetland Legend o U�U T t m z�r 0 ® ' Water of the U.S. Q Project Limits (111 ac.) z° = SCP 1 0. T� Soakas Creek/Stream D 231 If R r d '1 •DP t0 �seP2 — Perennial Stream 0 o yo ♦� ��� - - - Intermittent Stream i c �♦ - - - Ephemeral StreamtA SCPS ill Forested Wetland 3 �___•. Potential Non Wetland Water of the U.S.7 F_ Herbaceous Wetland stream I - as3 If Pond Culvert Potential Non Wetland 06, r Roads Water ofthe U.S. Stream H - 891 If �7° Potential Non Wetland P Potential Non Wetland *DP Data Point Potential Wetland Water of the U.S. ' water of the U.S. AS Stream Classification Point Stream X - 123 If Pond A - 0.25 ac. Water ofthe Wetland CC -1.3 ac. X90 J} < Flow Direction FIGURE NO. N Photo Location and Direction REFERENCE: BACKGROUND GIS LAYERS) PROVIDED BY FORSYTH COUNTY GIS DEPARTMENT, DATED 2017. X30 7 NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED (FLAGGED IN THE FIELD), CLASSIFIED, � = •DP7 1 inch 200'feet �0 �f AND MAPPED USING A SUB -FOOT GPS UNIT BY CWS, INC., ON JUNE 26, 2018. JURISDICTIONAL ��' 650 325 650 Feet FEATURES HAVE BEEN VERIFIED BY THE USACE. n A�Izl ^ � 7 / South Fork Muddy Creek Attachments ATTACHMENT B: Agent Authorization Form January 25, 2019 CWS Project No. 2017-0446 AGENT CERTIFICATION OF AUTHORIZATION I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do authorize representative(s) 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 and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I. N. representing, V l ). I e)Y.:u �h �W"' IjA'e�5 hereby certify that I have authorized Daniel Roberts of Carolina Wetland Services, Inc. to act on my behalf and take all actions necessary to the processing, issuance, and acceptance of this request for wetlands determination / permitting and any and all standard and special conditions attached. We hereby certify that the above information submitted in this application is true and accurate to the best of our knowledge. 0 /1 ,wl/ App rica nt's n to e I Date Agent's signature Date 9/21/2018 Completion of this form will allow the agent to sign all future application correspondence. South Fork Muddy Creek Attachments January 25, 2019 CWS Project No. 2017-0446 ATTACHMENT C: Photopage (Photographs 1-13) South Fork Muddy Creek Attachment C: Photopage July 16, 2018 CWS Project No. 2017-0446 Photograph 3. View of Sides Branch (Stream A), facing downstream. sF•Nti r .t � r Ai '•ti: - t. 'Fr OL '$r - ' `.:ms's � ? 1' L+ ��i� �r'L' r � ll• Photograph 4. View of Stream B, facing downstream. Photopage 2 of 7 South Fork Muddy Creek Attachment C: Photopage July 16, 2018 CWS Project No. 2017-0446 Photograph 5. View of Perryman Branch (Stream C), facing upstream. �M Photograph 6. View of Soakas Creek (Stream D), facing upstream. Photopage 3 of 7 South Fork Muddy Creek Attachment C: Photopage July 16, 2018 CWS Project No. 2017-0446 Photograph 9. View of South Fork Muddy Creek, facing upstream. Photograph 10. View of non -jurisdictional upland area lacking wetland hydrology and hydric soils, facing south. Photopage 5 of 7 jv o � . ti 5c a Photograph 10. View of non -jurisdictional upland area lacking wetland hydrology and hydric soils, facing south. Photopage 5 of 7 ..... ..... 3M F_ 110. At 7,\ r _ • � r V' �_ � r. ' � f L.F. South Fork Muddy Creek Attachments ATTACHMENT D: January 25, 2019 CWS Project No. 2017-0446 NCDEQ Stream Classification Forms (SCP1-SCP9) NC DWQ Stream Identification Form Version 4.11 Date: 6/27/18 Project/Site: South Fork Muddy Creek Latitude: 36.016902 Evaluator: JDR/MLS County: Forsyth Longitude: -80.264046 Total Points: Stream is at least intermittent if z 19 or perennial if z 30* 43.5 Stream Determination: Ephemeral Intermittent Perennial Perennial Other Stream Name: SCP1/Sides Branch A. Geomorphology Subtotal = 22 Absent Weak Moderate Strong 1. Continuity of channel bed and bank* 0 1 2 3 2. Sinuosity of channel along thalweg 0 1 2 3 3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence 0 1 2 3 4. Particle size of stream substrate 0 1 2 3 5. Active/relict floodplain 0 1 2 3 6. Depositional bars or benches 0 1 2 3 7. Recent alluvial deposits 0 1 2 3 8. Headcuts 0 1 2 3 9. Grade control 0 0.5 1 1.5 10. Natural valley 0 0.5 1 1.5 11. Second or greater order channel No= 0 Yes = 3 "artificial ditches are not rated; see discussions in manual B. Hydrology Subtotal = 13 12. Presence of Baseflow 0 1 2 3 13. Iron oxidizing bacteria 0 1 2 3 14. Leaf litter 1.5 1 0.5 0 15. Sediment on plants or debris 0 0.5 1 1.5 16. Organic debris lines or piles 0 0.5 1 17. Soil -based evidence of high water table? No= 0 Yes = 3 C. Biology Subtotal = 8_5 18. Fibrous roots in streambed 3 2 0 1 0 19. Rooted upland plants in streambed 3 2 1 0 20. Macrobenthos (note diversity and abundance) 0 1 2 3 21. Aquatic Mollusks 0 1 2 3 22. Fish 0 0.5 OIL 1.5 23. Crayfish 0 -L 0.5 --A 1 1.5 24. Amphibians 0 0.5 1 .5 25. Algae 0 1 0.5 1 1.5 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5 Other = 0 MEN 0 *perennial streams may also be identified using other methods. Notes: Water Striders Sketch: NC DWQ Stream Identification Form Version 4.11 Date: 6/27/18 Project/Site: South Fork Muddy Creek Latitude: 36.017056 Evaluator: JDR/MLS County: Forsyth Longitude: -80.260739 Total Points: Stream is at least intermittent if z 19 or perennial if z 30* 21.5 Stream Determination: Ephemeral Intermittent Perennial Intermittent Other Stream Name: SCP2/Stream B A. Geomorphology Subtotal = 7 Absent Weak Moderate Strong 1. Continuity of channel bed and bank* 0 1 3 2. Sinuosity of channel along thalweg 0 1 2 3 3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence 0 1 3 4. Particle size of stream substrate 0 1 2 3 5. Active/relict floodplain 0 1 2 3 6. Depositional bars or benches 0 1 2 3 7. Recent alluvial deposits 0 1 2 3 8. Headcuts 0 1 2 3 9. Grade control 0 0.5 1 1.5 10. Natural valley 0 0.5 1 1.5 11. Second or greater order channel No= 0 Yes= 3 "artificial ditches are not rated; see discussions in manual B. Hydrology Subtotal = 8 12. Presence of Baseflow 0 2 3 13. Iron oxidizing bacteria 0 1 2 3 14. Leaf litter 1.5 1 0.5 0 15. Sediment on plants or debris 0 0.5 1.5 16. Organic debris lines or piles 17. Soil -based evidence of high water table? 0 No = 0 0.5 1 C. Biology Subtotal = 6_5 18. Fibrous roots in streambed 3 1 0 19. Rooted upland plants in streambed 3 2 1 0 20. Macrobenthos (note diversity and abundance) 0 1 2 3 21. Aquatic Mollusks 0 1 2 3 22. Fish 0 0.5 1 1.5 23. Crayfish 0 0.5 1 1.5 24. Amphibians 0 0.5 1 1 1.5 25. Algae 0 0.5 1 1.5 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5 Other = 0 *perennial streams may also be identified using other methods. Notes: Sketch: NC DWQ Stream Identification Form Version 4.11 Date: 6/27/18 Project/Site: South Fork Muddy Creek Latitude: 36.016902 Evaluator: JDR/MLS County: Forsyth Longitude: -80.264046 Total Points: Stream is at least intermittent if z 19 or perennial if z 30* 35 Stream Determination: Ephemeral Intermittent Perennial Perennial Other Stream Name: SCP3/Perryman Branch A. Geomorphology Subtotal = 16.5 Absent Weak Moderate Strong 1. Continuity of channel bed and bank* 0 1 2 3 2. Sinuosity of channel along thalweg 0 1 2 3 3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence 0 1 2 4. Particle size of stream substrate 0 1 2 5. Active/relict floodplain 0 1 2 3 6. Depositional bars or benches 0 1 2 3 7. Recent alluvial deposits 0 1 3 8. Headcuts 0 1 2 3 9. Grade control 0 0.5 1 10. Natural valley 0 0.5 1.5 11. Second or greater order channel No= 0 Yes = 3 "artificial ditches are not rated; see discussions in manual B. Hydrology Subtotal = 9_5 12. Presence of Baseflow 0 1 2 13. Iron oxidizing bacteria 0 1 23 14. Leaf litter 1.5 1 0.5 0 15. Sediment on plants or debris 0 1 1.5 16. Organic debris lines or piles 0 0.5 1 17. Soil -based evidence of high water table? No = 0 C. Biology Subtotal = 9 18. Fibrous roots in streambed 3 2 1 0 19. Rooted upland plants in streambed 3 2 1 0 20. Macrobenthos (note diversity and abundance) 0 1 2 3 21. Aquatic Mollusks 0 1 2 3 22. Fish 0 0.5 1 1.5 23. Crayfish 0 0.5 1 1.5 24. Amphibians 0 0.5 1 1.5 25. Algae 0 0.5 1 1.5 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5 Other = 0 *perennial streams may also be identified using other methods. Notes: Sketch: NC DWQ Stream Identification Form Version 4.11 Date: 6/27/18 Project/Site: South Fork Muddy Creek Latitude: 36.019614 Evaluator: DJZ/JKM County: Forsyth Longitude: -80.246882 Total Points: Stream is at least intermittent if z 19 or perennial if z 30* 38.5 Stream Determination: Ephemeral Intermittent Perennial Perennial Other Stream Name: SCP4/Soakas Creek A. Geomorphology Subtotal = 16.5 Absent Weak Moderate Strong 1. Continuity of channel bed and bank* 0 1 2 3 2. Sinuosity of channel along thalweg 0 1 2 3 3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence 0 1 2 4. Particle size of stream substrate 0 1 2 5. Active/relict floodplain 0 1 2 3 6. Depositional bars or benches 0 1 2 3 7. Recent alluvial deposits 0 1 2 3 8. Headcuts 0 1 2 3 9. Grade control 0 0.5 1 1.5 10. Natural valley0 0.5 1 1.5 11. Second or greater order channel No= 0 Y:s,- 3 "artificial ditches are not rated; see discussions in manual B. Hydrology Subtotal = 10 12. Presence of Baseflow 0 1 2 3 13. Iron oxidizing bacteria 0 1 2 3 14. Leaf litter 1.5 1 0.5 0 15. Sediment on plants or debris 0 0.5 1 1.5 16. Organic debris lines or piles 0 0.5 1 1.5 17. Soil -based evidence of high water table? No = 0 Yes = 3 C. Biology Subtotal = 12 18. Fibrous roots in streambed 3 2 1 0 19. Rooted upland plants in streambed 3 2 1 0 20. Macrobenthos (note diversity and abundance) 0 1 2 3 21. Aquatic Mollusks 0 2 3 22. Fish 0 0.5 1 1.5 23. Crayfish 0 0.5 1 1.5 24. Amphibians 0 0.5 1 1.5 25. Algae 0 0.5 1 1.5 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5 Other = 0 *perennial streams may also be identified using other methods. Notes: Sketch: NC DWQ Stream Identification Form Version 4.11 Date: 6/27/18 Project/Site: South Fork Muddy Creek Latitude: 36.024723 Evaluator: DJZ/JKM County: Forsyth Longitude: -80.239215 Total Points: Stream is at least intermittent if z 19 or perennial if z 30* 23.5 Stream Determination: Ephemeral Intermittent Perennial Intermittent Other Stream Name: SCP5/Stream E A. Geomorphology Subtotal = 8 Absent Weak Moderate Strong 1. Continuity of channel bed and bank* 0 1 2 3 2. Sinuosity of channel along thalweg 0 1 2 3 3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence 0 1 2 3 4. Particle size of stream substrate 0 1 2 3 5. Active/relict floodplain 0 1 2 3 6. Depositional bars or benches 0 1 2 1 3 7. Recent alluvial deposits 0 1 2 3 8. Headcuts 0 1 2 3 9. Grade control 0 0.5 1 1.5 10. Natural valley 0 0.5 1 1.5 11. Second or greater order channel No= 0 Yes= 3 "artificial ditches are not rated; see discussions in manual B. Hydrology Subtotal = 8_5 12. Presence of Baseflow 0 1 23 13. Iron oxidizing bacteria 0 1 2 3 14. Leaf litter 1.5 1 0.5 0 15. Sediment on plants or debris 0 1 1.5 16. Organic debris lines or piles 0 1 1.5 17. Soil -based evidence of high water table? No= 0 C. Biology Subtotal = 7 18. Fibrous roots in streambed 3 2 1 0 19. Rooted upland plants in streambed 3 2 1 0 20. Macrobenthos (note diversity and abundance) 0 2 3 21. Aquatic Mollusks 0 1 2 3 22. Fish 0 0.5 1 1.5 23. Crayfish 0 0.5 1 1.5 24. Amphibians 0 0.5 1 1 1 1.5 25. Algae 0 0.5 1 1 1.5 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5 Other = 0 *perennial streams may also be identified using other methods. Notes: Waterstrider Sketch: NC DWQ Stream Identification Form Version 4.11 Date: 6/27/18 Project/Site: South Fork Muddy Creek Latitude: 36.024722 Evaluator: DJZ/JKM County: Forsyth Longitude: -80.239227 Total Points: Stream is at least intermittent if z 19 or perennial if z 30* 6.25 Stream Determination: Ephemeral Intermittent Perennial Ephemeral Other Stream Name: SCP6 A. Geomorphology Subtotal = 3 Absent Weak Moderate Strong 1. Continuity of channel bed and bank* 0 1 2 3 2. Sinuosity of channel along thalweg 0 1 2 3 3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence 0 1 2 3 4. Particle size of stream substrate 0 1 2 3 5. Active/relict floodplain 0 1 2 3 6. Depositional bars or benches 0 1 2 1 3 7. Recent alluvial deposits 0 1 3 8. Headcuts 0 1 2 3 9. Grade control 0 0.5 1 1.5 10. Natural valley 0 0.5 1 1.5 11. Second or greater order channel No = 0 Yes= 3 "artificial ditches are not rated; see discussions in manual B. Hydrology Subtotal = 0_5 12. Presence of Baseflow 0 1 2 3 13. Iron oxidizing bacteria 0 1 2 3 14. Leaf litter 1.5 1 0 15. Sediment on plants or debris 0 0.5 1 1.5 16. Organic debris lines or piles 0 0.5 1 1.5 17. Soil -based evidence of high water table? No= 0 Yes = 3 C. Biology Subtotal = 2.75 18. Fibrous roots in streambed 3 2 0 19. Rooted upland plants in streambed 3 2 0 20. Macrobenthos (note diversity and abundance) 0 1 2 3 21. Aquatic Mollusks 0 1 2 3 22. Fish 0 0.5 1 1.5 23. Crayfish 0 0.5 1 1.5 24. Amphibians 0 0.5 1 1.5 25. Algae 0 0.5 1 1.5 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5 Other = 0 0.75 *perennial streams may also be identified using other methods. Notes: Sketch: NC DWQ Stream Identification Form Version 4.11 Date: 6/27/18 Project/Site: South Fork Muddy Creek Latitude: 36.025525 Evaluator: DJZ/JKM County: Forsyth Longitude: -80.236366 Total Points: Stream is at least intermittent if z 19 or perennial if z 30* 36 Stream Determination: Ephemeral Intermittent Perennial Perennial Other Stream Name: SCP7/Stream F A. Geomorphology Subtotal = 19 Absent Weak Moderate Strong 1. Continuity of channel bed and bank* 0 1 2 3 2. Sinuosity of channel along thalweg 0 1 2 3 3. In-channel structure: ex. riffle-pool, step-pool, ripple-pool sequence 0 1 2 3 4. Particle size of stream substrate 0 1 2 3 5. Active/relict floodplain 0 1 2 3 6. Depositional bars or benches 0 1 2 7. Recent alluvial deposits 0 1 2 3 8. Headcuts 0 1 2 3 9. Grade control 0 0.5 1 1.5 10. Natural valley 0 0.5 1 1.5 11. Second or greater order channel No= 0 Yes = 3 "artificial ditches are not rated; see discussions in manual B. Hydrology Subtotal = 9 12. Presence of Baseflow 0 1 2 3 13. Iron oxidizing bacteria 0 1 2 3 14. Leaf litter 1.5 1 0.5 0 15. Sediment on plants or debris 0 0.5 1 1.5 16. Organic debris lines or piles 0 0.5 1 1.5 17. Soil-based evidence of high water table? No= 0 Yes = 3 C. Biology Subtotal = 8 18. Fibrous roots in streambed 3 2 1 0 19. Rooted upland plants in streambed 3 2 1 0 20. Macrobenthos (note diversity and abundance) 0 1 EL-L-A 3 21. Aquatic Mollusks 0 1 2 3 22. Fish 0 0.5 1 1.5 23. Crayfish 0 0.5 1 1.5 24. Amphibians 0 0.5 1 1 1 1.5 25. Algae 0 0.5 1 1 1.5 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5 Other = 0 *perennial streams may also be identified using other methods. Notes: Damselfly larvae and waterstrider. Sketch: NC DWQ Stream Identification Form Version 4.11 Date: 11/1/18 Project/Site: South Fork Muddy Creek Latitude: 36.015397 Evaluator: JDR/ JKM County: Forsyth Longitude: -80.262336 Total Points: Stream is at least intermittent if z 19 or perennial if z 30* 13 Stream Determination: Ephemeral Intermittent Perennial Ephemeral Other Stream Name: SCP8/Stream H A. Geomorphology Subtotal = 3_5 Absent Weak Moderate Strong 1. Continuity of channel bed and bank* 0 1 3 2. Sinuosity of channel along thalweg 0 1 2 3 3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence 0 1 2 3 4. Particle size of stream substrate 0 1 2 3 5. Active/relict floodplain 0 1 2 3 6. Depositional bars or benches 0 1 2 3 7. Recent alluvial deposits 0 1 2 3 8. Headcuts 0 1 2 3 9. Grade control 0 0.5 1 1.5 10. Natural valley 0 0.5 1 1.5 11. Second or greater order channel No = 0 Yes = 3 "artificial ditches are not rated; see discussions in manual B. Hydrology Subtotal = 5_5 12. Presence of Baseflow 0 1 2 3 13. Iron oxidizing bacteria 0 1 2 3 14. Leaf litter 1.5 1 0 15. Sediment on plants or debris 0 1 1.5 16. Organic debris lines or piles 0 1 1.5 17. Soil -based evidence of high water table? No= 0 C. Biology Subtotal = 4 18. Fibrous roots in streambed 3 2 0 19. Rooted upland plants in streambed 3 2 1 0 20. Macrobenthos (note diversity and abundance) 0 1 2 3 21. Aquatic Mollusks 0 1 2 3 22. Fish 0 0.5 1 1.5 23. Crayfish 0 0.5 1 1.5 24. Amphibians 0 1 0.5 1 1 1.5 25. Algae 0 A 0.5 1 1 1.5 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5 Other = 0 *perennial streams may also be identified using other methods. Notes: Sketch: NC DWQ Stream Identification Form Version 4.11 Date: 11/1/18 Project/Site: South Fork Muddy Creek Latitude: 36.014917 Evaluator: JDR/ JKM County: Forsyth Longitude: -80.261807 Total Points: Stream is at least intermittent if z 19 or perennial if z 30* 28.25 Stream Determination: Ephemeral Intermittent Perennial Intermittent Other Stream Name: SCP9/Stream R A. Geomorphology Subtotal = 10.5 Absent Weak Moderate Strong 1. Continuity of channel bed and bank* 0 1 2 3 2. Sinuosity of channel along thalweg 0 1 2 3 3. In-channel structure: ex. riffle-pool, step-pool, ripple-pool sequence 0 1 2 3 4. Particle size of stream substrate 0 1 2 3 5. Active/relict floodplain 0 1 2 3 6. Depositional bars or benches 0 1 3 7. Recent alluvial deposits 0 1 3 8. Headcuts 0 1 3 9. Grade control 0 0.5 r;Yes,;-3 1.5 10. Natural valley0 0.5 1.5 11. Second or greater order channel No = 0 "artificial ditches are not rated; see discussions in manual B. Hydrology Subtotal = 12 12. Presence of Baseflow 0 1 2 3 13. Iron oxidizing bacteria 0 1 2 3 14. Leaf litter 1.5 1 0.5 0 15. Sediment on plants or debris 0 0.5 1 1.5 16. Organic debris lines or piles 0 0.5 1 1.5 17. Soil-based evidence of high water table? No= 0 C. Biology Subtotal = 5.75 18. Fibrous roots in streambed 3 1 0 19. Rooted upland plants in streambed 3 2 1 0 20. Macrobenthos (note diversity and abundance) 0 1 2 3 21. Aquatic Mollusks 0 1 2 3 22. Fish 0 0.5 1 1.5 23. Crayfish 0 0.5 1 1.5 24. Amphibians 0 1 0.5 1 1.5 25. Algae 0 A 0.5 1 1.5 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5 Other = 0 0.75 *perennial streams may also be identified using other methods. Notes: Sketch: South Fork Muddy Creek Attachments ATTACHMENT E: January 25, 2019 CWS Project No. 2017-0446 USACE Wetland Determination Data Forms (DP1-DP3, DP5-DP7) WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Project/Site: South Fork Muddy Creek City/County: Forsyth County Sampling Date: 6-26-18 Applicant/Owner: Gavel and Dorn Engineering State: NC Sampling Point: DP1 Investigator(s): JDR/MLS Section, Township, Range: Winston Salem Landform (hillside, terrace, etc.): Swale Local relief (concave, convex, none): Concave Slope (%): 0-2 Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 36.017016 Long: -80.263515 Datum: NAD 83 Soil Map Unit Name: Codorus loam, 0-2% slopes, frequently flooded (CoA) NWI classification: N/A Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X 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? Yes X No Is the Sampled Area Hydric Soil Present? Yes No X within a Wetland? Yes No X Wetland Hydrology Present? Yes No X Remarks: Data point is representative of non -jurisdictional upland HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required; check all that apply) —Surface Soil Cracks (66) —Surface Water (Al) —True Aquatic Plants (1314) —Sparsely Vegetated Concave Surface (138) _ High Water Table (A2) —Hydrogen Sulfide Odor (C1) —Drainage Patterns (1310) _Saturation (A3) _Oxidized Rhizospheres on Living Roots (C3) _Moss Trim Lines (1316) —Water Marks (61) —Presence of Reduced Iron (C4) _ Dry -Season Water Table (C2) _Sediment Deposits (132) _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 (135) _ Geomorphic Position (D2) _ Inundation Visible on Aerial Imagery (137) —Shallow Aquitard (D3) —Water -Stained Leaves (139) —Microtopographic Relief (D4) Aquatic Fauna (B13) X FAC -Neutral Test (D5) Field Observations: Surface Water Present? Yes No X Depth (inches): Water Table Present? Yes No X Depth (inches): Saturation Present? Yes No X Depth (inches): Wetland Hydrology Present? Yes No X (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: Indicators of wetland hydrology are not present. US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Tree Stratum (Plot size: 30 ) 1. 2. 3. 4. 5. 6. 7. 50% of total cover: Saplinq/Shrub Stratum (Plot size: 15 ) 1. 2. 3. 4. 5. 6. 7. 8. 9. 50% of total cover: _ Herb Stratum (Plot size: 5 ) 1. Scirpus atrovirens 2. Carex lurida 3. Juncus effusus 4. Persicaria pensylvanica 5. Carex scoparia 6. Dichanthelium clandestinum 7. Wisteria frutescens 8. Lonicera japonica 9. 10. 11. 50% of total cover: Woody Vine Stratum (Plot size: 30 1. 2. 3. 4. 5. ADSOIULe uominani Inaicaic % Cover Species? Status _=Total Cover 20% of total cover: _=Total Cover 20% of total cover: 30 No OBL 40 Yes OBL 75 Yes FACW 20 No FACW 10 No FACW 10 No FAC 5 No FACW 5 No FACU 15 No 210 =Total Cover 105 20% of total cover: 42 =Total Cover 50% of total cover: 20% of total cover: Remarks: (Include photo numbers here or on a separate sheet.) 100% of dominant vegetation is FAC or wetter. US Army Corps of Engineers Sampling Point: DP1 Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 2 (A) Total Number of Dominant Species Across All Strata: 2 (B) Percent of Dominant Species That Are OBL, FACW, or FAC: 100.0% (A/B) Prevalence Index worksheet: Total % Cover of: Multiply by: OBL species x 1 = FACW species x 2 = FAC species x 3 = FACU species x 4 = UPL species x 5 = Column Totals: (A) (B) Prevalence Index = B/A = Hydrophytic Vegetation Indicators: _ 1 - Rapid Test for Hydrophytic Vegetation X 2 - Dominance Test is >50% _ 3 - Prevalence Index is :53.01 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 Four Vegetation Strata: Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. Sapling/Shrub - Woody plants, excluding vines, less than 3 in. DBH and greater than or equal to 3.28 ft (1 m) tall. Herb - All herbaceous (non -woody) plants, regardless of size, and woody plants less than 3.28 ft tall. Woody Vine - All woody vines greater than 3.28 ft in height. Hydrophytic Vegetation Present? Yes X No Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: DP1 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features Indicators for Problematic Hydric Soils3: (inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks 0-1 10YR 6/3 95 10YR 6/8 5 C M Loamy/Clayey Prominent redox concentrations 1-20 10YR 5/4 90 10YR 5/8 10 C M Loamy/Clayey Prominent redox concentrations Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _ Histosol (Al) _ Polyvalue Below Surface (S8) (MLRA 147, 148) _ 2 cm Muck (A10) (MLRA 147) Histic Epipedon (A2) _Thin Dark Surface (S9) (MLRA 147, 148) _Coast Prairie Redox (A16) —Black Histic (A3) —Loamy Mucky Mineral (F1) (MLRA 136) (MLRA 147, 148) _ Hydrogen Sulfide (A4) _ Loamy Gleyed Matrix (F2) —Piedmont Floodplain Soils (F19) —Stratified Layers (A5) _ Depleted Matrix (F3) (MLRA 136, 147) _ 2 cm Muck (A10) (LRR N) _ Redox Dark Surface (F6) —Red Parent Material (F21) _ Depleted Below Dark Surface (A11) _ Depleted Dark Surface (F7) (outside MLRA 127, 147, 148) _Thick Dark Surface (Al2) _ Redox Depressions (F8) —Very Shallow Dark Surface (F22) —Sandy Mucky Mineral (S1) _ Iron -Manganese Masses (F12) (LRR N, —Other (Explain in Remarks) _Sandy Gleyed Matrix (S4) MLRA 136) —Sandy Redox (S5) _ Umbric Surface (F13) (MLRA 122, 136) 3Indicators of hydrophytic vegetation and —Stripped Matrix (S6) —Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present, Dark Surface (S7) Red Parent Material (F21) (MLRA 127, 147, 148) unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes No X Remarks: This data sheet is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric Soils, Version 8.0, 2016. Indicators of hydric soil are not present. US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0 WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Project/Site: South Fork Muddy Creek City/County: Forsyth County Sampling Date: 6-26-18 Applicant/Owner: Gavel and Dorn Engineering State: NC Sampling Point: DP2 Investigator(s): JDR/MLS Section, Township, Range: Winston Salem Landform (hillside, terrace, etc.): Swale Local relief (concave, convex, none): Concave Slope (%): 0-2 Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 36.016955 Long: -80.262650 Datum: NAD 83 Soil Map Unit Name: Codorus loam, 0-2% slopes, frequently flooded (CoA) NWI classification: N/A Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X 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? Yes X No Is the Sampled Area Hydric Soil Present? Yes No X within a Wetland? Yes No X Wetland Hydrology Present? Yes X No Remarks: Data point is representative of non -jurisdictional upland HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required; check all that apply) —Surface Soil Cracks (66) —Surface Water (Al) —True Aquatic Plants (1314) —Sparsely Vegetated Concave Surface (138) _ High Water Table (A2) —Hydrogen Sulfide Odor (C1) —Drainage Patterns (1310) _Saturation (A3) _Oxidized Rhizospheres on Living Roots (C3) _Moss Trim Lines (1316) —Water Marks (61) —Presence of Reduced Iron (C4) _ Dry -Season Water Table (C2) _Sediment Deposits (132) _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 (135) _ Geomorphic Position (D2) _ Inundation Visible on Aerial Imagery (137) —Shallow Aquitard (D3) X Water -Stained Leaves (139) —Microtopographic Relief (D4) Aquatic Fauna (B13) X FAC -Neutral Test (D5) Field Observations: Surface Water Present? Yes No X Depth (inches): Water Table Present? Yes No X Depth (inches): Saturation Present? Yes No X Depth (inches): Wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: Indicators of wetland hydrology are present. US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: DP2 Remarks: (Include photo numbers here or on a separate sheet.) 83.3% of dominant vegetation is FAC or wetter. US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 ADSOIULe uominani Inaicaior Tree Stratum (Plot size: 30 ) % Cover Species? Status Dominance Test worksheet: 1. Liquidambar styraciflua 60 Yes FAC Number of Dominant Species 2. Acer rubrum 40 Yes FAC That Are OBL, FACW, or FAC: 5 (A) 3. Acernegundo 20 No FAC Total Number of Dominant 4. Platanus occidentalis 5 No FACW Species Across All Strata: 6 (B) 5. Quercus phellos 5 No FAC Percent of Dominant Species 6. That Are OBL, FACW, or FAC: 83.3% (A/B) 7. Prevalence Index worksheet: 130 =Total Cover Total % Cover of: Multiply by: 50% of total cover: 65 20% of total cover: 26 OBL species X1 = Sapling/Shrub Stratum (Plot size: 15 ) FACW species x 2 = 1. Fraxinus pennsylvanica 10 Yes FACW FAC species x 3 = 2. Acer rubrum 15 Yes FAC FACU species x 4 = 3. UPL species x 5 = 4. Column Totals: (A) (B) 5. Prevalence Index = B/A = 6. Hydrophytic Vegetation Indicators: 7. _ 1 - Rapid Test for Hydrophytic Vegetation 8. X 2 - Dominance Test is >50% 9. 3 - Prevalence Index is :53.01 25 =Total Cover _ 4 - Morphological Adaptations' (Provide supporting 50% of total cover: 13 20% of total cover: 5 data in Remarks or on a separate sheet) Herb Stratum (Plot size: 5 ) -Problematic Hydrophytic Vegetation' (Explain) 1. Carex scoparia 30 Yes FACW 'Indicators of hydric soil and wetland hydrology must be 2. Chasmanthium latifolium 35 Yes FACU present, unless disturbed or problematic. Definitions of Four Vegetation Strata: 3. 4• Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or 5, more in diameter at breast height (DBH), regardless of 6 height. 7• Sapling/Shrub - Woody plants, excluding vines, less 8. than 3 in. DBH and greater than or equal to 3.28 ft 9 (1 m) tall. 10. Herb - All herbaceous (non -woody) plants, regardless 11. of size, and woody plants less than 3.28 ft tall. 65 =Total Cover Woody Vine - All woody vines greater than 3.28 ft in 50% of total cover: 33 20% of total cover: 13 height. Woody Vine Stratum (Plot size: 30 ) 1. 2. 3. 4. 5. Hydrophytic =Total Cover Vegetation 50% of total cover: 20% of total cover: Present? Yes X No Remarks: (Include photo numbers here or on a separate sheet.) 83.3% of dominant vegetation is FAC or wetter. US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: DP2 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features _ Histosol (Al) (inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks 0-1 10YR 5/1 95 10YR 5/4 5 C M Loamy/Clayey Distinct redox concentrations 1-4 10YR 5/4 95 10YR 5/3 5 C M Loamy/Clayey Faint redox concentrations 4-20 10YR 5/4 100 _ Depleted Dark Surface (F7) Loamy/Clayey Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _ Histosol (Al) _ Polyvalue Below Surface (S8) (MLRA 147, 148) _ 2 cm Muck (A10) (MLRA 147) Histic Epipedon (A2) _Thin Dark Surface (S9) (MLRA 147, 148) _Coast Prairie Redox (A16) —Black Histic (A3) —Loamy Mucky Mineral (F1) (MLRA 136) (MLRA 147, 148) _ Hydrogen Sulfide (A4) _ Loamy Gleyed Matrix (F2) —Piedmont Floodplain Soils (F19) —Stratified Layers (A5) _ Depleted Matrix (F3) (MLRA 136, 147) _ 2 cm Muck (A10) (LRR N) _ Redox Dark Surface (F6) —Red Parent Material (F21) _ Depleted Below Dark Surface (A11) _ Depleted Dark Surface (F7) (outside MLRA 127, 147, 148) _Thick Dark Surface (Al2) _ Redox Depressions (F8) —Very Shallow Dark Surface (F22) —Sandy Mucky Mineral (S1) _ Iron -Manganese Masses (F12) (LRR N, —Other (Explain in Remarks) _Sandy Gleyed Matrix (S4) MLRA 136) —Sandy Redox (S5) _ Umbric Surface (F13) (MLRA 122, 136) 3Indicators of hydrophytic vegetation and —Stripped Matrix (S6) —Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present, Dark Surface (S7) Red Parent Material (F21) (MLRA 127, 147, 148) unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes No X Remarks: This data sheet is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric Soils, Version 8.0, 2016. Indicators of hydric soil are not present. US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0 WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Project/Site: South Fork Muddy Creek City/County: Forsyth County Sampling Date: 6-26-18 Applicant/Owner: Gavel and Dorn Engineering State: NC Sampling Point: DP3 Investigator(s): DJZ/JKM Section, Township, Range: Winston Salem Landform (hillside, terrace, etc.): Terrace Local relief (concave, convex, none): Concave Slope (%): 0-2 Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 36.024639 Long: -80.239198 Datum: NAD 83 Soil Map Unit Name: Codorus loam, 0-2% slopes, frequently flooded (CoA) NWI classification: N/A Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X 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? Yes X No Is the Sampled Area Hydric Soil Present? Yes No X within a Wetland? Yes No X Wetland Hydrology Present? Yes X No Remarks: Data point is representative of non -jurisdictional upland HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required; check all that apply) —Surface Soil Cracks (66) —Surface Water (Al) —True Aquatic Plants (1314) _ Sparsely Vegetated Concave Surface (138) _ High Water Table (A2) —Hydrogen Sulfide Odor (Cl) X Drainage Patterns (1310) _Saturation (A3) _Oxidized Rhizospheres on Living Roots (C3) _Moss Trim Lines (1316) —Water Marks (61) —Presence of Reduced Iron (C4) _ Dry -Season Water Table (C2) _Sediment Deposits (132) _Recent Iron Reduction in Tilled Soils (C6) _Crayfish Burrows (C8) _Drift Deposits (133) _Thin Muck Surface (C7) _Saturation Visible on Aerial Imagery (C9) _Algal Mat or Crust (134) _Other (Explain in Remarks) _Stunted or Stressed Plants (D1) _ Iron Deposits (135) X Geomorphic Position (D2) _ Inundation Visible on Aerial Imagery (137) —Shallow Aquitard (D3) —Water -Stained Leaves (139) —Microtopographic Relief (D4) Aquatic Fauna (1313) FAC -Neutral Test (D5) Field Observations: Surface Water Present? Yes No X Depth (inches): Water Table Present? Yes No X Depth (inches): Saturation Present? Yes No X Depth (inches): Wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: Indicators of wetland hydrology are present. US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: DP3 Remarks: (Include photo numbers here or on a separate sheet.) 71.4% of vegetation is FAC or wetter. US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 ADSOIULe uominani Inaicaior Tree Stratum (Plot size: 30 ) % Cover Species? Status Dominance Test worksheet: 1 Number of Dominant Species 2. That Are OBL, FACW, or FAC: 5 (A) 3• Total Number of Dominant 4. Species Across All Strata: 7 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW, or FAC: 71.4% (A/B) 7. Prevalence Index worksheet: =Total Cover Total % Cover of: Multiply by: 50% of total cover: 20% of total cover: OBL species x 1 = Saplinq/Shrub Stratum (Plot size: 15 ) FACW species x 2 = 1. Unknown upland 10 Yes FAC FAC species x 3 = 2. Arundinaria gigantea 5 Yes FACW FACU species x 4 = 3. Ligustrum sinense 5 Yes FACU UPL species x 5 = 4. Phytolacca americana 5 Yes FACU Column Totals: (A) (B) 5. Prevalence Index = B/A = 6. Hydrophytic Vegetation Indicators: 7. _ 1 - Rapid Test for Hydrophytic Vegetation 8. X 2 - Dominance Test is >50% 9. 3 - Prevalence Index is :53.01 25 =Total Cover _ 4 - Morphological Adaptations' (Provide supporting 50% of total cover: 13 20% of total cover: 5 data in Remarks or on a separate sheet) Herb Stratum (Plot size: 5 ) -Problematic Hydrophytic Vegetation' (Explain) 1. Microstegium vimineum 60 Yes FAC 'Indicators of hydric soil and wetland hydrology must be 2. Arundinaria gigantea 30 Yes FACW present, unless disturbed or problematic. Definitions of Four Vegetation Strata: 3. Boehmeria cylindrica 20 No FACW 4. Rosa multiflora 5 No FACU Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or 5• more in diameter at breast height (DBH), regardless of 6 height. 7• Sapling/Shrub - Woody plants, excluding vines, less 8. than 3 in. DBH and greater than or equal to 3.28 ft 9 (1 m) tall. 10. Herb - All herbaceous (non -woody) plants, regardless 11. of size, and woody plants less than 3.28 ft tall. 115 =Total Cover Woody Vine - All woody vines greater than 3.28 ft in 50% of total cover: 58 20% of total cover: 23 height. Woody Vine Stratum (Plot size: 30 ) 1. Vitis rotundifolia 5 Yes FAC 2. 3. 4. 5. Hydrophytic 5 =Total Cover Vegetation 50% of total cover: 3 20% of total cover: 1 Present? Yes X No Remarks: (Include photo numbers here or on a separate sheet.) 71.4% of vegetation is FAC or wetter. US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: DP3 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features _ Histosol (Al) (inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks 0-4 10YR 3/3 100 _ Hydrogen Sulfide (A4) Loamy/Clayey 4-11 10YR 4/2 40 10YR 3/3 30 Loamy/Clayey See remarks section 11-18 10YR 4/2 90 7.5YR 4/6 10 C PL Loamy/Clayey Prominent redox concentrations Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _ Histosol (Al) _ Polyvalue Below Surface (S8) (MLRA 147, 148) _ 2 cm Muck (A10) (MLRA 147) Histic Epipedon (A2) _Thin Dark Surface (S9) (MLRA 147, 148) _Coast Prairie Redox (A16) —Black Histic (A3) —Loamy Mucky Mineral (F1) (MLRA 136) (MLRA 147, 148) _ Hydrogen Sulfide (A4) _ Loamy Gleyed Matrix (F2) —Piedmont Floodplain Soils (F19) —Stratified Layers (A5) _ Depleted Matrix (F3) (MLRA 136, 147) _ 2 cm Muck (A10) (LRR N) _ Redox Dark Surface (F6) —Red Parent Material (F21) _ Depleted Below Dark Surface (A11) _ Depleted Dark Surface (F7) (outside MLRA 127, 147, 148) _Thick Dark Surface (Al2) _ Redox Depressions (F8) —Very Shallow Dark Surface (F22) —Sandy Mucky Mineral (S1) _ Iron -Manganese Masses (F12) (LRR N, —Other (Explain in Remarks) _Sandy Gleyed Matrix (S4) MLRA 136) —Sandy Redox (S5) _ Umbric Surface (F13) (MLRA 122, 136) 3Indicators of hydrophytic vegetation and —Stripped Matrix (S6) —Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present, Dark Surface (S7) Red Parent Material (F21) (MLRA 127, 147, 148) unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes No X Remarks: This data sheet is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric Soils, Version 8.0, 2016. Indicators of hydric soil are not present. 4-10 7.5Y 5/6 20% Sand US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0 WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Project/Site: South Fork Muddy Creek City/County: Forsyth County Sampling Date: 6-26-18 Applicant/Owner: Gavel and Dorn Engineering State: NC Sampling Point: DP5 Investigator(s): DJZ/JKM Section, Township, Range: Winston Salem Landform (hillside, terrace, etc.): Swale Local relief (concave, convex, none): Concave Slope (%): 0-2 Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 36.021153 Long: -80.245067 Datum: NAD 83 Soil Map Unit Name: Codorus loam, 0-2% slopes, frequently flooded (CoA) NWI classification: N/A Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X 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? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No Remarks: Data point is representative of jurisdictional Wetland BB HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required; check all that apply) X Surface Soil Cracks (66) —Surface Water (Al) —True Aquatic Plants (1314) —Sparsely Vegetated Concave Surface (138) _ High Water Table (A2) —Hydrogen Sulfide Odor (C1) —Drainage Patterns (1310) _Saturation (A3) _Oxidized Rhizospheres on Living Roots (C3) _Moss Trim Lines (1316) —Water Marks (61) —Presence of Reduced Iron (C4) _ Dry -Season Water Table (C2) _Sediment Deposits (132) _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 (135) X Geomorphic Position (D2) _ Inundation Visible on Aerial Imagery (137) —Shallow Aquitard (D3) —Water -Stained Leaves (139) —Microtopographic Relief (D4) Aquatic Fauna (B13) X FAC -Neutral Test (D5) Field Observations: Surface Water Present? Yes No X Depth (inches): Water Table Present? Yes No X Depth (inches): Saturation Present? Yes No X Depth (inches): Wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: Indicators of wetland hydrology are present. US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Tree Stratum (Plot size: 30 1. 2. 3. 4. 5. 6. 7. 50% of total cover: Sapling/Shrub Stratum (Plot size: 15 ) 1. 2. 3. 4. 5. 6. 7. 8. 9. 50% of total cover: _ Herb Stratum (Plot size: 5 ) 1. Scirpus atrovirens 2. Juncus effusus 3. Carex lurida 4. Bidens discoidea 5. Polygonum patulum 6. Salix nigra 7. Trifolium repens 8. Solidago altissima 9. Sagittaria latifolia 10.- 11. 50% of total cover: _ Woody Vine Stratum (Plot size: 30 ) 1. 2. 3. 4. 5. % Cover Species? Status _=Total Cover 20% of total cover: _=Total Cover 20% of total cover: 40 Yes OBL 40 Yes FACW 20 No OBL 10 No FACW 10 No FAC 5 No OBL 5 No FACU 5 No FACU 5 No OBL 140 =Total Cover 70 20% of total cover: 28 =Total Cover 50% of total cover: 20% of total cover: Remarks: (Include photo numbers here or on a separate sheet.) 100% of dominant vegetation is FAC or wetter. Sampling Point: DP5 Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 2 (A) Total Number of Dominant Species Across All Strata: 2 (B) Percent of Dominant Species That Are OBL, FACW, or FAC: 100.0% (A/B) Prevalence Index worksheet: Total % Cover of: Multiply by: OBL species x 1 = FACW species x 2 = FAC species x 3 = FACU species x 4 = UPL species x 5 = Column Totals: (A) (B) Prevalence Index = B/A = Hydrophytic Vegetation Indicators: _ 1 - Rapid Test for Hydrophytic Vegetation X 2 - Dominance Test is >50% _ 3 - Prevalence Index is :53.01 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 Four Vegetation Strata: Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. Sapling/Shrub - Woody plants, excluding vines, less than 3 in. DBH and greater than or equal to 3.28 ft (1 m) tall. Herb - All herbaceous (non -woody) plants, regardless of size, and woody plants less than 3.28 ft tall. Woody Vine - All woody vines greater than 3.28 ft in height. Hydrophytic Vegetation Present? Yes X No US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: DP5 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks 0-12 10YR 4/2 80 7.5YR 4/6 20 C M Loamy/Clayey Prominent redox concentrations 'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains Hydric Soil Indicators: _ Histosol (Al) _ Histic Epipedon (A2) —Black Histic (A3) _ Hydrogen Sulfide (A4) —Stratified Layers (A5) _ 2 cm Muck (A10) (LRR N) _ Depleted Below Dark Surface (A11) _Thick Dark Surface (Al2) _Sandy Mucky Mineral (S1) —Sandy Gleyed Matrix (S4) —Sandy Redox (S5) —Stripped Matrix (S6) Dark Surface (S7) Restrictive Layer (if observed): Type: Rock Depth (inches): 12 _ Polyvalue Below Surface (S8) (MLRA 147, 148) _Thin Dark Surface (S9) (MLRA 147, 148) —Loamy Mucky Mineral (F1) (MLRA 136) _ Loamy Gleyed Matrix (F2) X Depleted Matrix (F3) _ Redox Dark Surface (F6) _ Depleted Dark Surface (F7) _ Redox Depressions (F8) _ Iron -Manganese Masses (F12) (LRR N, MLRA 136) _ Umbric Surface (F13) (MLRA 122, 136) —Piedmont Floodplain Soils (F19) (MLRA 148) Red Parent Material (F21) (MLRA 127, 147, 148) 2Location: PL=Pore Lining, M=Matrix Indicators for Problematic Hydric Soils3: 2 cm Muck (A10) (MLRA 147) —Coast Prairie Redox (A16) (MLRA 147, 148) —Piedmont Floodplain Soils (F19) (MLRA 136, 147) —Red Parent Material (F21) (outside MLRA 127, 147, 148) —Very Shallow Dark Surface (F22) Other (Explain in Remarks) 3Indicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Hydric Soil Present? Yes X No Remarks: This data sheet is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric Soils, Version 8.0, 2016. Indicators of hydric soil are present. US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0 WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region Project/Site: South Fork Muddy Creek City/County: Forsyth County Sampling Date: 08-14-18 Applicant/Owner: Gavel and Dorn Engineering State: NC Sampling Point: DP6 Investigator(s): DJZ/JKM Section, Township, Range: Winston Salem Landform (hillside, terrace, etc.): depression Local relief (concave, convex, none): concave Slope (%): 2 Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 36.017016 Long: -80.263515 Datum: NAD 83 Soil Map Unit Name: Hatboro loam, 0 to 2 percent slopes, frequently flooded (HaA) NWI classification: None Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X 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? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No Remarks: Data point is representative of jurisdictional wetland area CC HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required; check all that apply) —Surface Soil Cracks (66) X Surface Water (Al) _True Aquatic Plants (1314) —Sparsely Vegetated Concave Surface (138) X High Water Table (A2) —Hydrogen Sulfide Odor (C1) —Drainage Patterns (1310) X Saturation (A3) _Oxidized Rhizospheres on Living Roots (C3) _Moss Trim Lines (1316) —Water Marks (61) —Presence of Reduced Iron (C4) _ Dry -Season Water Table (C2) _Sediment Deposits (132) _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 (135) _ Geomorphic Position (D2) _ Inundation Visible on Aerial Imagery (137) —Shallow Aquitard (D3) —Water -Stained Leaves (139) —Microtopographic Relief (D4) Aquatic Fauna (B13) X FAC -Neutral Test (D5) Field Observations: Surface Water Present? Yes X No Depth (inches): 6 Water Table Present? Yes X No Depth (inches): 10 Saturation Present? Yes X No Depth (inches): 6 Wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: Indicators of wetland hydrology are present. US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: DP6 Remarks: (Include photo numbers here or on a separate sheet.) 93.3% of dominant vegetation is FAC or wetter. US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) % Cover Species? Status Dominance Test worksheet: 1. Platanus occidentalis 15 Yes FACW Number of Dominant Species 2. Salix nigra 10 Yes OBL That Are OBL, FACW, or FAC: 14 (A) 3. Diospyros virginiana 10 Yes FAC Total Number of Dominant 4. Acer rubrum 10 Yes FAC Species Across All Strata: 15 (B) 5. Liquidambar styraciflua 10 Yes FAC Percent of Dominant Species 6. Acer negundo 5 No FAC That Are OBL, FACW, or FAC: 93.3% (A/B) 7. Prevalence Index worksheet: 60 =Total Cover Total % Cover of: Multiply by: 50% of total cover: 30 20% of total cover: 12 OBL species x 1 = Sapling/Shrub Stratum (Plot size: 15 ) FACW species x 2 = 1. Acer rubrum 20 Yes FAC FAC species x 3 = 2. Liquidambar styraciflua 20 Yes FAC FACU species x 4 = 3. Diospyros virginiana 20 Yes FAC UPL species x 5 = 4. Column Totals: (A) (B) 5. Prevalence Index = B/A = 6. Hydrophytic Vegetation Indicators: 7. _ 1 - Rapid Test for Hydrophytic Vegetation 8. X 2 - Dominance Test is >50% 9. 3 - Prevalence Index is 53.0' 60 =Total Cover _ 4 - Morphological Adaptations' (Provide supporting 50% of total cover: 30 20% of total cover: 12 data in Remarks or on a separate sheet) Herb Stratum (Plot size: 5 ) _ Problematic Hydrophytic Vegetation' (Explain) 1. Solidago altissima 80 Yes FACU Indicators of hydric soil and wetland hydrology must be 2. Boehmeria cylindrica 40 Yes FACW present, unless disturbed or problematic. Definitions of Four Vegetation Strata: 3. Ludwigia palustris 40 Yes OBL 4. Carex lurida 40 Yes OBL Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or 5. more in diameter at breast height (DBH), regardless of 6 height. 7. Sapling/Shrub -Woody plants, excluding vines, less 8. than 3 in. DBH and greater than or equal to 3.28 ft 9 (1 m) tall. 10. Herb - All herbaceous (non -woody) plants, regardless 11 of size, and woody plants less than 3.28 ft tall. 200 =Total Cover Woody Vine - All woody vines greater than 3.28 ft in 50% of total cover: 100 20% of total cover: 40 height. Woody Vine Stratum (Plot size: 30 ) 1. Persicaria pensylvanica 30 Yes FACW 2. Rubus arvensis 20 Yes FAC 3. Vitis rotundifolia 20 Yes FAC 4. 5. Hydrophytic 70 =Total Cover Vegetation 50% of total cover: 35 20% of total cover: 14 Present? Yes X No Remarks: (Include photo numbers here or on a separate sheet.) 93.3% of dominant vegetation is FAC or wetter. US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: DP6 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features Indicators for Problematic Hydric Soils3: (inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks 0-9 10YR 4/2 70 7.5YR 4/6 30 C M Loamy/Clayey Prominent redox concentrations 9-20 10YR 4/1 80 7.5YR 5/6 20 C M Loamy/Clayey Prominent redox concentrations Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _ Histosol (Al) _ Polyvalue Below Surface (S8) (MLRA 147, 148) _ 2 cm Muck (A10) (MLRA 147) Histic Epipedon (A2) _Thin Dark Surface (S9) (MLRA 147, 148) _Coast Prairie Redox (A16) —Black Histic (A3) —Loamy Mucky Mineral (F1) (MLRA 136) (MLRA 147, 148) _ Hydrogen Sulfide (A4) _ Loamy Gleyed Matrix (F2) —Piedmont Floodplain Soils (F19) —Stratified Layers (A5) X Depleted Matrix (F3) (MLRA 136, 147) _ 2 cm Muck (A10) (LRR N) _ Redox Dark Surface (F6) —Red Parent Material (F21) _ Depleted Below Dark Surface (A11) _ Depleted Dark Surface (F7) (outside MLRA 127, 147, 148) _Thick Dark Surface (Al2) _ Redox Depressions (F8) —Very Shallow Dark Surface (F22) —Sandy Mucky Mineral (S1) _ Iron -Manganese Masses (F12) (LRR N, —Other (Explain in Remarks) _Sandy Gleyed Matrix (S4) MLRA 136) —Sandy Redox (S5) _ Umbric Surface (F13) (MLRA 122, 136) 3Indicators of hydrophytic vegetation and —Stripped Matrix (S6) —Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present, Dark Surface (S7) Red Parent Material (F21) (MLRA 127, 147, 148) unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes No Remarks: This data form is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric Soils, Version 8.0, 2016. Indicators of hydric soils are present. US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0 WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region Project/Site: South Fork Muddy Creek City/County: Forsyth County Sampling Date: 11-2-18 Applicant/Owner: Gavel and Dorn Engineering State: NC Sampling Point: DP7 Investigator(s): JDR/JKM Section, Township, Range: Winston Salmen Landform (hillside, terrace, etc.): depression Local relief (concave, convex, none): concave Slope (%): 0-2 Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 36.013866 Long: 80.259919 Datum: NAD 83 Soil Map Unit Name: Codorus loam, 0 to 2 percent slopes, frequently flooded NWI classification: None Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.) Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X 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? Yes No X Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes Wetland Hydrology Present? Yes No X Remarks: Data point is representative of a non -jurisdictional upland area HYDROLOGY .5> :l Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required; check all that apply) —Surface Soil Cracks (66) —Surface Water (Al) —True Aquatic Plants (1314) —Sparsely Vegetated Concave Surface (138) _ High Water Table (A2) —Hydrogen Sulfide Odor (C1) —Drainage Patterns (1310) _Saturation (A3) _Oxidized Rhizospheres on Living Roots (C3) _Moss Trim Lines (1316) —Water Marks (61) —Presence of Reduced Iron (C4) _ Dry -Season Water Table (C2) _Sediment Deposits (132) _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 (135) _ Geomorphic Position (D2) _ Inundation Visible on Aerial Imagery (137) X Shallow Aquitard (D3) —Water -Stained Leaves (139) —Microtopographic Relief (D4) Aquatic Fauna (B13) FAC -Neutral Test (D5) Field Observations: Surface Water Present? Yes No X Depth (inches): Water Table Present? Yes No X Depth (inches): Saturation Present? Yes No X Depth (inches): Wetland Hydrology Present? Yes No X (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: Indicators of wetland hydrology are not present. Rainfall within past 24 hours. US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: DP7 Remarks: (Include photo numbers here or on a separate sheet.) 50.0% of dominant vegetation is FAC or wetter. US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) % Cover Species? Status Dominance Test worksheet: 1. Acer rubrum 100 Yes FAC Number of Dominant Species 2. Fagus grandifolia 30 Yes FACU That Are OBL, FACW, or FAC: 5 (A) 3. Total Number of Dominant 4. Species Across All Strata: 10 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW, or FAC: 50.0% (A/B) 7. Prevalence Index worksheet: 130 =Total Cover Total % Cover of: Multiply by: 50% of total cover: 65 20% of total cover: 26 OBL species x 1 = Sapling/Shrub Stratum (Plot size: 15 ) FACW species x 2 = 1. Fagus grandifolia 25 Yes FACU FAC species x 3 = 2. Asimina triloba 25 Yes FAC FACU species x 4 = 3. Liquidambar styraciflua 20 Yes FAC UPL species x 5 = 4. Acer rubrum 15 No FAC Column Totals: (A) (B) 5. Fraxinus pennsylvanica 5 No FACW Prevalence Index = B/A = 6. Hydrophytic Vegetation Indicators: 7. _ 1 - Rapid Test for Hydrophytic Vegetation 8. 2 - Dominance Test is >50% 9. 3 - Prevalence Index is 53.0' 90 =Total Cover _ 4 - Morphological Adaptations' (Provide supporting 50% of total cover: 45 20% of total cover: 18 data in Remarks or on a separate sheet) Herb Stratum (Plot size: 5 ) _ Problematic Hydrophytic Vegetation' (Explain) 1. Lonicera japonica 10 Yes FACU Indicators of hydric soil and wetland hydrology must be 2. Arundinaria gigantea 10 Yes FACW present, unless disturbed or problematic. Definitions of Four Vegetation Strata: 3. Ligustrum sinense 10 Yes FACU 4. Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or 5. more in diameter at breast height (DBH), regardless of 6 height. 7. Sapling/Shrub -Woody plants, excluding vines, less 8. than 3 in. DBH and greater than or equal to 3.28 ft 9 (1 m) tall. 10. Herb - All herbaceous (non -woody) plants, regardless 11 of size, and woody plants less than 3.28 ft tall. 30 =Total Cover Woody Vine - All woody vines greater than 3.28 ft in 50% of total cover: 15 20% of total cover: 6 height. Woody Vine Stratum (Plot size: 30 ) 1. Smilax rotundifolia 80 Yes FAC 2. Lonicera japonica 20 Yes FACU 3. 4. 5. Hydrophytic 100 =Total Cover Vegetation 50% of total cover: 50 20% of total cover: 20 Present? Yes No X Remarks: (Include photo numbers here or on a separate sheet.) 50.0% of dominant vegetation is FAC or wetter. US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 VEGETATION (Five Strata) — Use scientific names of plants. Sampling Point: DP7 Tree Stratum (Plot size: ) % Cover Species? Status Dominance Test worksheet: 1 Number of Dominant Species 2. That Are OBL, FACW, or FAC: (A) 3. Total Number of Dominant 4. Species Across All Strata: (B) 5. Percent of Dominant Species 6. That Are OBL, FACW, or FAC: (A/B) =Total Cover Prevalence Index worksheet: 50% of total cover: 20% of total cover: Total % Cover of: Multiply by: Sapling Stratum (Plot size: ) OBL species x 1 = 1. FACW species x 2 = 2. FAC species x 3 = 3. FACU species x 4 = 4. UPL species x 5 = 5. Column Totals: (A) (B) 6. Prevalence Index = B/A = =Total Cover Hydrophytic Vegetation Indicators: 50% of total cover: 20% of total cover: _ 1 - Rapid Test for Hydrophytic Vegetation Shrub Stratum (Plot size: ) 2 - Dominance Test is >50% 1. _ 3 - Prevalence Index is 53.0' 2. _ 4 - Morphological Adaptations' (Provide supporting 3 data in Remarks or on a separate sheet) 4. _ Problematic Hydrophytic Vegetation' (Explain) 5. Indicators of hydric soil and wetland hydrology must be 6. present, unless disturbed or problematic. Definitions of Five Vegetation Strata: =Total Cover 50% of total cover: 20% of total cover: Tree — Woody plants, excluding woody vines, Herb Stratum (Plot size: ) approximately 20 ft (6 m) or more in height and 3 in. 1 (7.6 cm) or larger in diameter at breast height (DBH). 2. Sapling — Woody plants, excluding woody vines, 3. approximately 20 ft (6 m) or more in height and less 4 than 3 in. (7.6 cm) DBH. 5. Shrub - Woody Plants, excluding woody vines, 6 approximately 3 to 20 ft (1 to 6 m) in height. 7. Herb —AII herbaceous (non -woody) plants, including 8. herbaceous vines, regardless of size, and woody 9 plants, except woody vines, less than approximately 3 ft (1 m) in height. 10 11 Woody Vine — All woody vines, regardless of height. =Total Cover 50% of total cover: 20% of total cover: Woody Vine Stratum (Plot size: ) 1. 2. 3. 4. 5. Hydrophytic =Total Cover Vegetation 50% of total cover: 20% of total cover: Present? Yes No X Remarks: (Include photo numbers here or on a separate sheet.) US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 SOIL Sampling Point: DP7 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features _ Histosol (Al) (inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks 0-4 10YR 5/3 70 5YR 5/8 30 C M Loamy/Clayey Prominent redox concentrations 4-14 5YR 5/8 50 10YR 5/3 50 D PL Loamy/Clayey 14-20 5YR 5/8 100 _ Depleted Dark Surface (F7) Loamy/Clayey Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Soils3: _ Histosol (Al) _ Polyvalue Below Surface (S8) (MLRA 147, 148) _ 2 cm Muck (A10) (MLRA 147) Histic Epipedon (A2) _Thin Dark Surface (S9) (MLRA 147, 148) _Coast Prairie Redox (A16) —Black Histic (A3) —Loamy Mucky Mineral (F1) (MLRA 136) (MLRA 147, 148) _ Hydrogen Sulfide (A4) _ Loamy Gleyed Matrix (F2) —Piedmont Floodplain Soils (F19) —Stratified Layers (A5) _ Depleted Matrix (F3) (MLRA 136, 147) _ 2 cm Muck (A10) (LRR N) _ Redox Dark Surface (F6) —Red Parent Material (F21) _ Depleted Below Dark Surface (A11) _ Depleted Dark Surface (F7) (outside MLRA 127, 147, 148) _Thick Dark Surface (Al2) X Redox Depressions (F8) _Very Shallow Dark Surface (F22) —Sandy Mucky Mineral (S1) _ Iron -Manganese Masses (F12) (LRR N, —Other (Explain in Remarks) _Sandy Gleyed Matrix (S4) MLRA 136) —Sandy Redox (S5) _ Umbric Surface (F13) (MLRA 122, 136) 3Indicators of hydrophytic vegetation and —Stripped Matrix (S6) —Piedmont Floodplain Soils (F19) (MLRA 148) wetland hydrology must be present, Dark Surface (S7) Red Parent Material (F21) (MLRA 127, 147, 148) unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes X No Remarks: This data form is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric Soils, Version 8.0, 2016. Indicators of hydric soils are present. US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2.0 South Fork Muddy Creek Attachments ATTACHMENT F: Impact Sheets January 25, 2019 CWS Project No. 2017-0446 LU _Z U -� _J a �. U m a � O cn O 3Q Q w CZ N b UA 0'0' O II ACCESS VIA EXIST. SEWER EASEMENT �QV TEMP. CONSTRUCTION Q4 W o PETERS CREEK PRKWY V 2 ENTRANCES �O ¢ - �; BRIDGTON RD. .. Q4v P�� ON a o`er Q COLLECTOR LINE 11 co COLLECTOR LINE #2 � � # � ,- eRip C FEMA 100YR. FLOODPLAIN cTON o . (TYP.) RN6 COLLECTOR LINE #7 COLLECTOR LINE #10 � LIMITS OF �3 COLLECTOR LINE #3 WETLANDS o ° a� COLLECTOR LINE #6 FEMA FLOODWAY (TYP.) _ COLLECTOR LINE #1 \� COLLECTOR LINE #9 � J Cn U- fi COLLECTOR LINE #5 ACCESS VIA EXIST. w ~ W ACCESS VIA TEMP. a —� CONSTRUCTION ENTRANCE ° COLLECTOR LINE #8 0 ° SEWER EASEMENT — O BRANNIGAN VILLAGE CT q v S. MAIN ST. J e — w COLLECTOR LINE #4 _ U O z 9,Q ACCESS VIA EXIST. SEWER EASEMENT FROM PETERS CREEK PRKWY ACCESS VIA S. MAIN ST. = Z Q gNN�cq o D TEMP. CONSTRUCTION ENTRANCE . �y N FOLLANSBEE ROAD " I_I_ V��gcF a- s U) CT ACCESS VIA BRIDGTON RD. ��F w 0 w z Q J TEMP. CONSTRUCTION ENTRANCE�p � U 0 BRANNIGAN VILLAGE CT C �y LI LU U J Z � Q — � OP w O LL J U it QN Z O GATED ACCESS AT o j THE END OF 0 PAVEMENT ON U) z OVERDALE ROAD 0 FINAL SUBMITTAL NOT FOR CONSTRUCTION FEMA FLOODWAY LIMITS OF ACCESS VIA OVERDALE RD. TEMP. (TYP.) z WETLANDS CONSTRUCTION ACCESS J0 m U Q Qw w � N Via. 0 o r� v zo 0 Apprvd. ` \QY TIE IN TO EXIST. 42" RFP SAN. o -� o�, SEWER = (APPROX. PROJECT END) z 10-22-18 GRAPHIC SCALES Date: ACCESS VIA EXIST. SEWER EASEMENT X 0 HORIZONTAL 00 Chkd: S. MAIN ST. c� � � J D COLLECTOR LINE 112 o 1 inch = 300 ft. prWn: J� D WT Scale: EROSION CONTROL NOTES: 1. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. Project Number: 2. EVERY 150 LF AND N TOPOGRAPHY THAT HCONC NERE UTRATETFLOWST 710220 n ALONG SILT FENCE, INSTALL SILT FENCE I I OUTLET PER DETAIL 5—C. Sheet: C-5 Page 6 of 39 10/24/2018 I OE OE 0 PROP TEMP. CONSTRUCTION ENTRANCE PER DETAIL 5-E o`` � p AVEMENT FO - � GRAVEL DR - SSE - o`` SSE 0 0 0 o❑❑ FINAL SUBMITTAL NOT FOR CONSTRUCTION 0 f I w a as �U • W 'p " Q 4 U S Cn M FEMA 100 YR. - ° W/L FLOODPLAIN (TYP.) ��F o I AP °> m ILLJ go a_ I o� ALBERT N. MICHAEL BARRY D. MICHAEL j I 0 I EXISTING 18" SAN. O DB 3279, PG. 4386 SEWER DUKE POWER TAX PIN: 6822-67-8744.00 0 I OVERHEAD ELECTRIC , (TYP.) o� r m m WOODS I LIMITS OF DISTURBANCE 0 J - - - � 715. 00 /LT LIFT STA TION DEMOLITION oD LOD SFO tH o w��Ds krp 1, cn J (SEE SHEET C-3) uJ LLL 0 TANKS GRAVEL DRIVE I w ENTIRE LIFT STATION DEMOLITION c o - OCCURS WITHIN THE FEMA 100YR. BLOCK W/LT OE - OE of W/T RESTORE GRAVEL ROAD AND ALL 0 J 0 WALL DISTURBED SURFACES TO FLOODPLAIN o o' N s CON I (Y) z STREAMBANK RESTORATION PER C �°� SSE SSE SSE PRE -CONSTRUCTION CONDITION DETAIL 6-A 0 0 ��uMP �� CITY OF WINSTON-SALEM AND GRADE 40 LF EACH SIDE INSTALL TEMP. BLOCK STATION'; DB 1696, PG. 3736 INLET PROTECTION I U _ f 200 SF RIP RAP STABILIZATION ROCK CHECK DAM WALL%tel: o 1° TAX PIN: 6822-67-3599.00 PER DETAIL 5-H w = z PER DETAIL 5-D f 2000 SF MAT &PLANTINGS _ OODS TANKS` S�' (TYP.) w z O00 0 SUH7531 USE EXIST/NG CULVERT I _ N ---- ` TOP RIIV4= 715.22' - INV ►N= 704. s8' (J6")* CROSSING W/L T APPROX _ o INV OUT=701.63' (54") _ S vaw Q0� INSTALL TEMP. ROCK o a0, CHECK DAM PER w 0 UJ 0 SMH7530 SMH7524 DETAIL 5-D o I 0 LL \ TOP RIM= 715.11' DRwF SE RIM=717,55' STA 1+42.52 00 \ V w SSE INV IN=701.63' (54")* OE 50�� RGP m CL INV=708,76' ROP. MH 1002.A I �. S A. 1 + 3.74 p6 �6 SF � M SMH7525 RIM = 716.02 _ � PARCEL #1 w INV IN(2)=703.67' (24 )* __ MICHAEL A. SPACH Q PROP. MH 1005 LLI INV OUT=701.63'* 5\ *PER AS -BUILT SS s O h •�. RIM 716.72 DB 2141, PG. 2082 SSE m INV IN=706.78' /o TAX PIN: 6822-67-6427.00_ Y til I= 15.2? J Z ~� ss I a z 54" RFP ss 'Poe SSS m S COLLECTOR LINE #2 I Q O o w SSE `3 TICE TA. 2+33.36 (SEE SHEET SS -11) 0 I STA. 0+20.83rr7w�??o• p ROP. MH 1002 / 715.37 w } \ z PROP. MH 100 53.w RIM = PE FEMA FLOODWAY (TYP.) W/LT LL.I = I 0 0 0 DC � LL] RIM = 714.80 � 212 53• ARE rc U (� INV- rop. Trunk: STA. 0+20.83 �' N� , o PE rcE PROPOSED PERMANENT \ \ I I Ln Z 709. ollector 1: STA. 0+00 rc PE 92001"w PE EASEMENT WIDTH VARIES w w z ROP. MANHOLE 1001 N N �`" � SFO PE o 3+0o PE F � z � SFO \� O O Tc- STA. 5+80.18 PROPOSED TEMPORARY W Z U IM = 714.80 �o a� �'� ���� ° E ROP. MH 1003 `'-' 4+ TICE CONSTRUCTION EASEMENT = w O STREAMBANK RESTORATION •"' com m `' J MARSHY rcE 0p 34s PE RIM = 715.36 WIDTH VARIES o PER DETAIL 6-A B = '\ Collector 2: S), A 0+00 82 PE CE ~ _ 40 LF EACH SIDE Ln Nep. 5+Oo PE r \ f 225 SF RIP RAP Prop. Trunk: STA. 2+33.36 ssE 191a^'H. _ PE rcE PROP. MH ��00 w 0 STABILIZATION w ROP. MANHOLE 1002 SSE PE FO ICE = 716.73 W Collector 3: A. I \� 0 0 f 2000 SF MAT & Lu ; m o SSE 6+00 PERFORM °- PLANTINGS J � SSE E TEMPORARY PE Prop. Trunk: STA. 4.08 ` E SSE 7+00 I °O STREAM BYPASSr�Y MH SE Y 299.44' PE PROP. MANHOLE 1 O� REA SSE SSE 8+00 PE \ M = 715.7 °O PER DETAIL 5-G v� ^RIM=717.01' SSE 36" RCP SSE N83• L m NV IN=707.50 SSE 2552 w S.oG 9+00 � W CHORD W/ SrA. 1481. _ 4 INV OUT=707.10' s� 0 0 LQW CHOR AP ROX o,,,o� SSE 2.03' =204 O ROP. MH 1001 A , S/g �ssE ss ssE 46 J+00 151 RIM = 713.56 __°0 SIPHON BOX ,, s1s e sB SIB SSE N83' ..w H FORK o SSE 5/B SOII'P MUDDY CREEK s/ S/e SILT FENCE PER SSE O 36" RCP 1452 EXISTING PERM. EASEMENT SiB DETAIL 5-B (TYP.) E 00 U s sie 20' (TYP.) s1e SMH7532 VAU o� s/BSMH7536 s/B - o TOP VAULT= 713.68' SSE S1g \ �- S/13 RIM = 718.40 _ ' o INV OUT= 704.5 s/ss \ 715.00 SFp � CL INV=708.10' 15' STREAM BUFFER (TYP.) 'b SSE SSE Sig _ LOW CHORD D LOW CHO SMH7532A s o = 722.13' - 72CHO D g hh� RIM=714.17' s 2.21 INV IN (8")=707.39' SSE SIB SiB Sre wooDs SOUTH FORK MUDDY CREEK CL INV=704,56' \ 36" RCP ° WOODS SSE S S/ems° ,. V „ Yv o 00 4 SMH500706 \ SILT FENCE OUTLET sSE s 715 °° S/g 715.00 RIM=724.35' PER DETAIL 5-C °` SSE s s sus o '0 00 , CL INV=707.80' (TYP.) SF SSE ��' a/s LOW CH RD INACESSIBLE - SHOT SE C \ LOW CHORD = 722.3 Apprvd, INVERT THRU HOLE IN RIM \ �SMH7534 RIM -714,52' 72220, Z -A ss �'-'� � - C EL INV=705.03' _ SS S II fir' SSE / MATCHLINE Date: m m sSE 36,. _RCP o (SEE SHEET EC -2) 10-22-18 SF J�D PARCEL #2 O � / � BRANNIGAN PARTNERS, LLC SSE r Chkd: o DB 2864, PG. 2730 s o TAX PIN: 6822-66-5974.00 SSE oI SSC` o LOW CHORD O JD SMH500702 ° \ SFC = 722.3 OW CHO RIM=744.75' ssE = 722._4 ' DrWn: CL INV=728.85' m\ 36" RCP J `n/T V V 1 � SS SS GRAPHIC SCALES m PROPOSED PERMANENT EASEMENT FEMA FLOODWAY (TYP.) / SSE w SMH7535 00 I HORIZONTAL Scale: RIM=714,49 CONSTRUCTION ACCESS VIA ACCESS 20LF _ r*� 0 20 40 \ BRANNIGAN VILLAGE CT. CL INV=705.29' EROSION CONTROL NOTES: ��_ SEE SHEET EC -2 _ W/LT; '0 1. ALL DISTURBED AREAS TO BE SEEDED AND 1 -4O ( ) I _ o MULCHED IMMEDIATELY UPON COMPLETION OF 1 inch = 40 ft. o CONSTRUCTION. Project Number: 2. EVERY 150 LF AND WHERE LOW SPOTS EXIST VERTICAL IN TOPOGRAPHY THAT CONCENTRATE FLOW o 2 4 710220 ALONG SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL 5-C. 1 inch = 4 ft. Sheet: EC -1 R = 717.2q > II �Mr SPRINKLER HEAD Lo N w„ � U _ (TYP.) � II o PE c" STA. L+L3.64 - P ROP. MH 1005E L Z m 3s3L30 /?�M = 30 30 30 30 30 A TAE TA A p 23 4 m7 0 �O - �O � �s ss ss dl4 „8 00 00 rn „ p o cfl O II 715.00 x LO �0 — r Z o —X720.00 IM N Z Z 725.00 `„T 30 30 30 W Z W J DUKE ENERGY = 1i; OVERHEAD ELECTRIC \ UN - — — — — — (TYP.) o W �- W SILT FENCE PER DETAIL 5—B (TYP.) PROPOSED TEMPORARY CONSTRUCTION EASEMENT WIDTH VARIES 30 30 3O - 3O 30 30 30 N• • Ix �N �N I OST AMH -)N I �� -3: r- N 0 0PETERS CREEK PARK WA Y AdM)ft1Vd )133�ID S21313d M > o II II 0 M ^N \ T (NC -150) BFE: 720.0 — I T la03 U O O O M O 00 ZQ S N r \ 0 iD � r� U U N II rn o o z co 0 �^ VJ O� O IIJU VJ N 30 30 0 0�N LL U w Ln O - J 06 J r Lo x Lo— ! U r a z 715.p0 ��U �� R/W R/W R/W R/W 0 w R/W Bk: 720.0 R/W 3 + , ' 3 , N• • Ix m Q m w cn I as I O � I W I M > O LO r II Z I N 11 (-) I I BFE: 720.0 — I T la03 U I / (4L) O M O 00 ZQ CIO z � r� U A a o z co 0 �^ VJ O� VJ 0Lu 0- 0 0�N LL U w LI 0 06 J � x 7 ` ! U _ a z c_ 0 0ILL 0 w LU U) U) z E'+ 0 U) � m 5 I \ o 0 I m C 0/ 70-00 O 715.00 I z_ W N J = W W \Q (/) c W G W U 1 c/) ELI M 1 w 1 1 1 SILT FENCE OUTLET PER DETAIL 5—C (TYP.) �O � � I LU I Ln O O IJ � J d- 0, r- LO 1 w cry l �z LU ~ `6 I m `� wQ° N U� N Qz'0. I o v . zmz Q I FEMA FLOODWAY (TYP.) LU \ O AE PAE — Ln PAE — TA E Ln LU / I - SILT FENCE PER w v DETAIL 5-13 (TYP.) , LU / IUI EXISTING JURISDICTIONAL FEATURE MM^r% elr'r% MrMLAA\Ir\IT PERMANENT JURISDICTIONAL FEATURE CROSSING LIMITED EASEMENT TO 15' + a EXISTING FORESTED WETLAND NOT TO BE DISTURBED ' FEMA 100 YR. FLOODPLAIN (TYP.) a a CD O C) ��LD NWN o P1Pf^M Tr\II'1 ^^kit—rMl 1/1-r1^k1 R/W 3a R/ I FINAL SUBMITTAL NOT FOR CONSTRUCTION 30 30 30 30 /b n N m Q m w cn I as I O � I N 00 Lq r I M > O LO r II Z I N 11 (-) I I BFE: 720.0 — I T / I I / LU \ O AE PAE — Ln PAE — TA E Ln LU / I - SILT FENCE PER w v DETAIL 5-13 (TYP.) , LU / IUI EXISTING JURISDICTIONAL FEATURE MM^r% elr'r% MrMLAA\Ir\IT PERMANENT JURISDICTIONAL FEATURE CROSSING LIMITED EASEMENT TO 15' + a EXISTING FORESTED WETLAND NOT TO BE DISTURBED ' FEMA 100 YR. FLOODPLAIN (TYP.) a a CD O C) ��LD NWN o P1Pf^M Tr\II'1 ^^kit—rMl 1/1-r1^k1 R/W 3a R/ I FINAL SUBMITTAL NOT FOR CONSTRUCTION 30 30 30 30 /b n N R/W ss ss ss — PROP TEMP. CONSTRUCTION ENTRANCE PER DETAIL 5—E M F- I Q� 0 w Q a R/W a / I / 1 / as V / � I I I , / N O LU Q I I / I I / R/W ss ss ss — PROP TEMP. CONSTRUCTION ENTRANCE PER DETAIL 5—E M F- I Q� 0 w Q a R/W a J as P } O V) N O LU �U O � (4L) O M O 00 ZQ CIO z � r� U 4�06 S a �� z co 0 r-/-\3r-Mr-1N11 YYIU I n vFiRICJ QPk' T O For PAE QP 0 o PAE E �� PP P� Fp TAE QPE QPE APPrvd. � PE —PAE 0 QPM ��SO �0 P� N° Date: —PAE / 10-22-18 co r —0 Chkd: II >" Z JD / DrWn: It o WT GRAPHIC SCALES aJ� HORIZONTAL Scale: s EROSION CONTROL NOTES: 0 20 40 „_ ` 1. ALL DISTURBED AREAS TO BE SEEDED AND 1 =4O > N MULCHED IMMEDIATELY UPON COMPLETION OF Z r CONSTRUCTION. 1 inch = 40 ft. Project Number: 2. EVERY 150 LF AND WHERE LOW SPOTS EXIST VERTICAL IN TOPOGRAPHY THAT CONCENTRATE FLOW 02 4 710220 ALONG SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL 5—C. 1 inch = 4 ft. Sheet: EC -2 J J V) LL J LU O � J O CIO z � 0 0.) z O� z 0 0 �^ VJ O� VJ 0Lu 0- 0 0�N LL U w LI w 06 J � z 7 ` ! U _ LI C z c_ 0 0ILL 0 LU U) U) z 0 U) r-/-\3r-Mr-1N11 YYIU I n vFiRICJ QPk' T O For PAE QP 0 o PAE E �� PP P� Fp TAE QPE QPE APPrvd. � PE —PAE 0 QPM ��SO �0 P� N° Date: —PAE / 10-22-18 co r —0 Chkd: II >" Z JD / DrWn: It o WT GRAPHIC SCALES aJ� HORIZONTAL Scale: s EROSION CONTROL NOTES: 0 20 40 „_ ` 1. ALL DISTURBED AREAS TO BE SEEDED AND 1 =4O > N MULCHED IMMEDIATELY UPON COMPLETION OF Z r CONSTRUCTION. 1 inch = 40 ft. Project Number: 2. EVERY 150 LF AND WHERE LOW SPOTS EXIST VERTICAL IN TOPOGRAPHY THAT CONCENTRATE FLOW 02 4 710220 ALONG SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL 5—C. 1 inch = 4 ft. Sheet: EC -2 FINAL SUBMITTAL NOT FOR CONSTRUCTION LA_ 11Ili ° I r --I I (IIII I I I\ a° F N \U T 711.52/ FEMA 100 YR. ���; FLOODPLAIN (TYP.) LU ( P WV LT w I ) cP N I U U I _ REPAIR AND N PROPOSED TEMPORARY Ln I II 13 REPLACE STORM I z PIPE AS REQUIRED � CONSTRUCTION EASEMENT AND /< w 1 CART PATH REPLACEMENT _ w ti II1 w z w II I IJ I I III o DUKE ENERGY PARCEL #3 \ �— o ( N OVERHEAD ELECTRIC GEORGE L. VEACH TCE CJ_ IIII _ ' VIII I r�ll I yjm -- y EMMA LOU VEACH \ TC T Ln Lu I DB 2026, PG. 3125 (TRACT 1) �cE II, I �I�I o RATE=715.01' Q U-iLU o I N PROP. TEMPORARY �' WILSHIRE GOLF CLUB, INC. CE TCE cE - 1 CL INV=714,10' DB 2982, PG. 2861 (TRACT 6) � T \ --------------- ) �o CONSTRUCTION EASEMENT 0 1C TCE , Collector 3. 00 \� I WIDTH VARIES _ __._ _ _ _ _ _ � TAX PIN: 6822-77-7063.00 E Prop. Trunk: _ 10+84.08 !( i STA. 10+84.08 % / — J E TCE PROP. MANHOLE 1005 \ TEE Box ✓ q m PROP. MH 1005 „9th II "1 0th" A - - -- -` LM =�, 715.7 \ �3 FAIRWAY TEE "v Y / z o �01N PERFORM TEMPORARY STREAM; Ro' c o FEMA FLOODWAY (TYP.) II X % A _ I •T 10+0011G a COORDINATE WITH OWNER TO ( ( ` u w BYPASS PER DETAIL 5— o 011ector Line 4 Duke: STA. 0+00 a RELOCATE AND REPLACE — \ 1 REMOVE CART PATH PRIOR Q N C-1) P Prop. Trunk: STA. 10+84.0 00 II Q IRRIGATION LINES OUTSIDE \ TO RESTORING GRADE AND I w N83c.� P OF PERMANENT EASEMENT COVERING W TEMPORARY 155 LF GUARANTEED - _ ; STA. 16+20.401 � (��"W � +_; - � �,; PROP. MANHOLE 1005 � II S-- -- - - - ---- — ' / TRENCHLESS CROSSING �_ ti I II / = 715.78 ROP. MH 1006 Tc SEEDING PER DETAIL 4—D �- 72+0p __ TICEbeN UARTP _ ACCESS VIA ROP. MH 1007 A TH 332.18 PE , Tc RIM = 715.84 - - _ -- RIM = 718.00 ,�� PERYYMAN BRANCH SMH7536 �\ - _ ass 13 PE EASEMENT (SEE RIM=718.40'3s00 0_ PROPOSED PERMANENT a CL INv=708.10' — / "'' s �N8oso'3 " \ \I -_ TCE SHEET EC -5) 9 EASEMENT WIDTH VARIES 0 V —J SSE W� 3SS PE PES i -SSf SC 14+00! 5+00 PE PE SE PE �E— PE PE PE PE PE Wa Z SMH7537 � _LOW CRORf)LOW- CHO E� _ //� RIM=714.68' SE 204.14 16+00 17+00 306.74' 18+00 SSE 722.13 --- _- 722,21T �� L INV=709.21' s �c _ V IN (8" DIP)=711.68' SSE 36" RCP ass N8T31'f0"W -_ 36" RCP STREAMBANK RESTORATION PER W SMH7543 _ " SS — — SSE DETAIL 6—A - SSE 9 49 13 W — — — SSE PE -------- DETAIL ' -- - - SSE 3SS _SSE _ �- - s ---- -- - ----- - -- s�6 -- � RIM=717.00' 40 LF EACH SIDE TA. 0+63.55 � S,8 EXIST. 20' SAN. CL INV=709.32' SSE ctF PE PE S f 225 SF RIP RAP STABILIZATION ROP. MH 1005D — — — SEWER ssE ' ' m / _ SSE Im S E f 1500 SF MAT &PLANTINGS - -- r Tc _ — o SSE F CE T slg ���� EASEMENT II ssE__ _ _- � RIM -= 717 2� �-_ �' �\: � - -- -- ssE e � I SSB - -- - _ /( Sib STORM DRAINS TO BE _ Lo�v �+� R� = II — STA. 19+27 14 _ - L LOW CHORD = 722.3 ' \(\ ,^ �� w \ _ s REPLACED AFTER WORK IS \ — — \ \ _ - \��_ �— RO M 1008 ----- LOW 8 —-_..-- 11 722.20' ` \ cn =0.00 \ 0 \\� COMPLETE = \ter - INSTALL TEMPORARY — _ J \�R = 8 _ �__—_— z ��� _ \ _ , SILT FENCE PER \_ P H 00 < \\ \ SII \� =� �\ \ �m _ — — J ��\/ J DETAIL 5—B (TYP.) NON—JURISDICTIONAL 7 , _ / 69 .00 ��\ - -�\ DITCH CROSSING S r7 MATCHLINE PER DETAIL 5—A SILT FENCE OUTLET PER (SEE SHEET EC-2)(TYP.) V \ y \y �._ y y —_ _ _ y \ II S e _ sig _ �� SOUTH FORK CREEK TYP.) -'7 SSE PERFORM TEMPORARY STREAM ,B \ \\ �\ MUDDY — —DETAIL \�C ( _ y� I BYPASS PER DETAIL 5—G ` ' — ���— _ — = — ��� -_- - IIII I I�� S,� \ S/8- SSB B s/g �5E r 36 RCP , s/g _S LOW CHORD OW CHO ® _ =E SSE SSE SSE S She ss / SM = 722.3 III III\� = -,SSE « SE —\ _S _ sig i i RIti 7 4 SSE CART BRIDGE NOT S/B Sig S - ssE 36" RCP I 36 RCP 1 FOR CONSTRUCTION s \} SSE CL 1 � _ �E E / ss USAGE SMH7542SSL s V A oo� � J RIM=715.86' CSE) -/-- S \ J - I SSE SSE SSE SSE SSE SSE SSE SSE CL INV=706.54' % N SSE SPRINKLER HEAD � � \\ 15 STREAM BUFFER (TYP.) F SMH7538 �\ - SMH7539 RIM=715.27' \ (TYP.) \ RIM=714,64' CL I v-7 5. 9' EXISTING 3 RCP — --- INV IN=708.08' TSTA. V .F.A4SEWER- ° I UT=707.98' a ROP. MH 1005E SAN. 1 Q II�Ivll RIM = 715.33 PARCEL #3 _ I I p GEORGE L. VEACH II II III I� EMMA LOU VEACH \ \ DB 2026, PG. 3125 (TRACT 1) o "8th" 8th Q / GREEKI I \ \ \ ( \ FAIRWAY WILSHIRE GOLF CLUB, INC. � YARDAG 9th" ❑ C �I � of I o - � DB 2982, PG. 2861 (TRACT 6) �— } to \ \ FEMA FLOODWAY (TYP.) o I / Q III III nl I I \ TAX PIN: 6822-77-7063.00 III I I I �1 I III I I 8" DIP w EASEMENT ACCESS VIA } 1 II IIII °� r PETERS CREEK PARKWAY I w 5� A LROX (SEE SHEET EC -2) " LU EROSION CONTROL NOTES: 1. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. 2. EVERY 150 LF AND WHERE LOW SPOTS EXIST IN TOPOGRAPHY THAT CONCENTRATE FLOW ALONG SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL 5—C. W a as 10-22-18 N O �U JD Drwn: • (4 4� a�00 co o z GRAPHIC SCALES HORIZONTAL Q 4 C) r. U S � a Project Number: co Cn U_ W J O � M D 0 = Z 0 U 0- 0 w LL U G W W J � Z U i Z 0 0 �� /— LL vJ Z Z) 0 Apprvd, J 0 Z O U Z 0 U) 0 0. LU 06 Z Cw G 0 A�LU VJ Date: 10-22-18 Chkd: JD Drwn: WT GRAPHIC SCALES HORIZONTAL Scale: ° 20 40 1 "=40' 1 inch = 40 ft. Project Number: VERTICAL ° 2 4 710220 1 inch = 4 ft. Sheet: EC -3 J 0 Z O U Z 0 U) 0 0. LU 06 Z Cw G 0 A�LU VJ 0) PROPOSED ALIGNMENT FOR NEW CART PATH \ PER DETAIL 7-D 1 TCE TCE Tra TCE REPAIR SEPTIC/SAND FILTER \ DISCHARGE PIPE IMPACTED WITHIN EXIST. PRIVATE EASEMENT PER DETAIL 7-C TC TCE TCE TCE TCE TCE o `SFQ \ S ® FINAL SUBMITTAL o NOT FOR CONSTRUCTION DUKE ENERGY OVERHEAD ELECTRIC LINES (TYP.) WIN w2mm m SF FQ ---- SCE -- O O ----`----- TCE Q S � � � TICETCE F ------ TCE � \ ------ - --TZ� PARCEL #3 / \ v V, TCE TCE CE -_ - GEORGE L. VEACH ul CPP \ CE TLn EMMA LOU VEACH Tc - - STA. 22+33.15 STA. 28+ •93 INLET PROTECTION �- ^,� / DB 2c AVOID AND PROTECT PROP. MH 1 1 (TYP.) REPAIR SEPTIC/SAND FILTER WIL�r7RE_ OULr- \ Rl = 718. DETAIL 5E G E (�i GREENS TURF 0 DISCHARGE PIPE IMPACTED "1 �th" �� TCE M .j. DB 2982, PG. 2861 (TRACT 6) PEEN Tc ACCESS VIA EXIST. EASEMENT „� u WITHIN EXIST. PRIVATE m m PROP. TEMPORARY CONSTRUCTION o��G INLET PROTECTION \, I II w 1 EASEMENT PER DETAIL 7-C EASEMENT WIDTH VARIES z STA. 2 ! 6822-77-7063.00 1 J A BRIDGTON RD. z w (TYP.) PER DETAIL Collector ,., ..�, . �.. �. �. �- � � � � 3 RD INLET i — s� PROP. MH (SEE SHEET EC -5) = w pro Trunk: STA. 22+33.15 LU REMOVE EXISTING CART PATH WITHIN P� N o,� 5 5-G _ - INV 0 g RIM=719,56' M � V IN -716.49' S H75 7 elf i . a v ., I-- P. ��� ��� ��� r nnn O/� 3�1 3�1 - / CL INV=712.06 Q PROP. EASEMENT PRIOR TO COLLECTOR LINE #5 �y U E, w RESTORING SURFACE TO GRADE AND = OUTSIDE DROP _ _ + TEE BOX L COVERING WITH TEMPORARY SEEDING CONNECTION AT MANHOLE 3Di -------------------- 253.18' of m �1 ---- - -- V) PER DETAIL 1-G_ + 6" RCP E ------------- - 24 PAVED C - _ ARTPATH �� CE ----------- m \_ 85' 07"W TCE TCF +00 349.81 - - - S PE -- S E 23+00 - �cE �� m m -- 0 PE PE SSE PE SSE 22+00 0 $85.47'22"H! - v , INV lsZ TCE TCE SF O/D see s/e PVC SSE 306.1 RCP S Q TCE E ' PE PE PE SSE —SS TCE sle �_ ,� _� = w r4 18+00 _ SMH7545 _ SF s/e �o -_ — — ,�^ I N V „_SFF _$85'39'13"W—SSE ESE PE RIM=718.03'/° \ REPAIR AND REPLACE z� RCP sSE — — -- PROP. PERMANENT = m '�' SSE PE PE SF CL INV=710.83' " — ` — _ U DRAINAGE PIPE AS ;P 14_� 13 W SSE PE Q —INV IN=712.44' %�= EASEMENT WIDTH VARIES 50 Woot�i SSE PE PE S` /B T TCE sle- �- \ \\1� R 00 W ,r _ Toa 62 REQUIRED DEC Q w _ _ = iE wj� ��� I SSE —SSE C SSE - _ ---' °j5 REPAIR AND REPLACE DRAINAGE �- �� /� -T s� TCE -_ cE T sle �� 15' STREAM BUFFER _ PIPE AS REQUIRED _ _ �, (TYP.) _ _ — - - PER DETAIL 5-C T — = — \ _�� — _ / SILT FENCE OUTLE _. \ _ __ �� y sE / s�AB ,P — = See Sg STA. 19+27.14 = ss (TYP.) — _ — — = — �,� EXIST. 20' SAN. ROP. MH 1008 SOUTH FORK sle see v SSE SEWER _ _ MUDDY CR - 4 K -- - SSE J EASEMENT �_ _ __' - /RI = 716.98 �I s EE _���� s/a WIDDE s/e \ E _ \ _ /// SSE TEE tn�" ���i% \�_ _ �� / �/ s/s POOD POLE SSE — \\,�; MARKER TEE BOX , ii y--_�fi� �� yIs \ SSE ti / S (GSN IT SILT FENCE PER — / — / SSE SSE DETAIL 5-B (TYP.) — SSE -4, SILT S�a _F c— s� —SSE %e slB� 36" S 7546 SSE S MH \ SSE \ ` / f —SSE CIL ' „7th" \ SSS y s/B _ SSE sSE CL INV -707,33 SAND s/B V ss - - �� SES SSE \ / FILTER \, GREEN \\ \ � S/e � 36" RCP , ss ss SMH7544 SSE SSE f SSE BOX \\ \ I \\ \ ABANDON EXIST. SSE -RIM=717.69' SSE _ CL INV=706.87' \ — s EooDs SSE 36" RCP SEWER IN — �, SPRINKLER HEAD �II \ \ v / V PLACE (TYP.) \ PARCEL #3 \ II = I INV- \ GEORGE L. VEACH � \ EMMA LOU VEACH YARD II713.27' DB 2026, PG. 3125 (TRACT 1) INLET 713.4 ' 1 PAVED CARTPATH �Q� PROTECT GREENS TURF \ spa\TCE _ F J GAF > � s OUTH FOR$ //v Il —_ \INV -Y CREEK //V k0 71 ,9� Z REPAIR SEPTIC/SAND FILTER WOo -_J O DISCHARGE PIPE IMPACTED ALt wow _ v Q WITHIN EXIST. PRIVATE EASEMENT PER DETAIL 7-C % � __SS� �� cW w SLA, SSE 36 RCP SSE \\Q (Mg^R�FR SSE = 1 � \ Q 000s 34 \ FEMA 1 O rl /l/111Ml AIAI /-rwm oe ��SNIR p�RoFi I A/'`/'`CCC \/I A CVICTIIll I/'` CACCAACAIT �u Le) 7 1 LLJ L 2LIJ U = Q � 2ggN�RE �ooE� #4 W 1X pN pC 4F CSU STA. 6822 g6/ e �N�-PRO Proll ecIL'. \,, Rq c Prop. Trunk 683 RIM PROP. MANHOLE 10, RIM = 2 PE SMH 7 1 38+00 198, 4T PE- R IM=726,66' _ CL INV=713.46' _*2 f'S7"N,RCP = \ SSE \ FEMA FLOOD" WAY sEe (TYP.) v� /� LII II mos \ I r llll l �- M 0 w a a_ w a_ a rr ate. }' O mNm 102218 �U BUFFER m I Un N c� o "t 0 REPAIR SEPTIC/SAND FILTER \ DISCHARGE PIPE IMPACTED WITHIN EXIST. PRIVATE EASEMENT PER DETAIL 7-C TC TCE TCE TCE TCE TCE o `SFQ \ S ® FINAL SUBMITTAL o NOT FOR CONSTRUCTION DUKE ENERGY OVERHEAD ELECTRIC LINES (TYP.) WIN w2mm m SF FQ ---- SCE -- O O ----`----- TCE Q S � � � TICETCE F ------ TCE � \ ------ - --TZ� PARCEL #3 / \ v V, TCE TCE CE -_ - GEORGE L. VEACH ul CPP \ CE TLn EMMA LOU VEACH Tc - - STA. 22+33.15 STA. 28+ •93 INLET PROTECTION �- ^,� / DB 2c AVOID AND PROTECT PROP. MH 1 1 (TYP.) REPAIR SEPTIC/SAND FILTER WIL�r7RE_ OULr- \ Rl = 718. DETAIL 5E G E (�i GREENS TURF 0 DISCHARGE PIPE IMPACTED "1 �th" �� TCE M .j. DB 2982, PG. 2861 (TRACT 6) PEEN Tc ACCESS VIA EXIST. EASEMENT „� u WITHIN EXIST. PRIVATE m m PROP. TEMPORARY CONSTRUCTION o��G INLET PROTECTION \, I II w 1 EASEMENT PER DETAIL 7-C EASEMENT WIDTH VARIES z STA. 2 ! 6822-77-7063.00 1 J A BRIDGTON RD. z w (TYP.) PER DETAIL Collector ,., ..�, . �.. �. �. �- � � � � 3 RD INLET i — s� PROP. MH (SEE SHEET EC -5) = w pro Trunk: STA. 22+33.15 LU REMOVE EXISTING CART PATH WITHIN P� N o,� 5 5-G _ - INV 0 g RIM=719,56' M � V IN -716.49' S H75 7 elf i . a v ., I-- P. ��� ��� ��� r nnn O/� 3�1 3�1 - / CL INV=712.06 Q PROP. EASEMENT PRIOR TO COLLECTOR LINE #5 �y U E, w RESTORING SURFACE TO GRADE AND = OUTSIDE DROP _ _ + TEE BOX L COVERING WITH TEMPORARY SEEDING CONNECTION AT MANHOLE 3Di -------------------- 253.18' of m �1 ---- - -- V) PER DETAIL 1-G_ + 6" RCP E ------------- - 24 PAVED C - _ ARTPATH �� CE ----------- m \_ 85' 07"W TCE TCF +00 349.81 - - - S PE -- S E 23+00 - �cE �� m m -- 0 PE PE SSE PE SSE 22+00 0 $85.47'22"H! - v , INV lsZ TCE TCE SF O/D see s/e PVC SSE 306.1 RCP S Q TCE E ' PE PE PE SSE —SS TCE sle �_ ,� _� = w r4 18+00 _ SMH7545 _ SF s/e �o -_ — — ,�^ I N V „_SFF _$85'39'13"W—SSE ESE PE RIM=718.03'/° \ REPAIR AND REPLACE z� RCP sSE — — -- PROP. PERMANENT = m '�' SSE PE PE SF CL INV=710.83' " — ` — _ U DRAINAGE PIPE AS ;P 14_� 13 W SSE PE Q —INV IN=712.44' %�= EASEMENT WIDTH VARIES 50 Woot�i SSE PE PE S` /B T TCE sle- �- \ \\1� R 00 W ,r _ Toa 62 REQUIRED DEC Q w _ _ = iE wj� ��� I SSE —SSE C SSE - _ ---' °j5 REPAIR AND REPLACE DRAINAGE �- �� /� -T s� TCE -_ cE T sle �� 15' STREAM BUFFER _ PIPE AS REQUIRED _ _ �, (TYP.) _ _ — - - PER DETAIL 5-C T — = — \ _�� — _ / SILT FENCE OUTLE _. \ _ __ �� y sE / s�AB ,P — = See Sg STA. 19+27.14 = ss (TYP.) — _ — — = — �,� EXIST. 20' SAN. ROP. MH 1008 SOUTH FORK sle see v SSE SEWER _ _ MUDDY CR - 4 K -- - SSE J EASEMENT �_ _ __' - /RI = 716.98 �I s EE _���� s/a WIDDE s/e \ E _ \ _ /// SSE TEE tn�" ���i% \�_ _ �� / �/ s/s POOD POLE SSE — \\,�; MARKER TEE BOX , ii y--_�fi� �� yIs \ SSE ti / S (GSN IT SILT FENCE PER — / — / SSE SSE DETAIL 5-B (TYP.) — SSE -4, SILT S�a _F c— s� —SSE %e slB� 36" S 7546 SSE S MH \ SSE \ ` / f —SSE CIL ' „7th" \ SSS y s/B _ SSE sSE CL INV -707,33 SAND s/B V ss - - �� SES SSE \ / FILTER \, GREEN \\ \ � S/e � 36" RCP , ss ss SMH7544 SSE SSE f SSE BOX \\ \ I \\ \ ABANDON EXIST. SSE -RIM=717.69' SSE _ CL INV=706.87' \ — s EooDs SSE 36" RCP SEWER IN — �, SPRINKLER HEAD �II \ \ v / V PLACE (TYP.) \ PARCEL #3 \ II = I INV- \ GEORGE L. VEACH � \ EMMA LOU VEACH YARD II713.27' DB 2026, PG. 3125 (TRACT 1) INLET 713.4 ' 1 PAVED CARTPATH �Q� PROTECT GREENS TURF \ spa\TCE _ F J GAF > � s OUTH FOR$ //v Il —_ \INV -Y CREEK //V k0 71 ,9� Z REPAIR SEPTIC/SAND FILTER WOo -_J O DISCHARGE PIPE IMPACTED ALt wow _ v Q WITHIN EXIST. PRIVATE EASEMENT PER DETAIL 7-C % � __SS� �� cW w SLA, SSE 36 RCP SSE \\Q (Mg^R�FR SSE = 1 � \ Q 000s 34 \ FEMA 1 O rl /l/111Ml AIAI /-rwm oe ��SNIR p�RoFi I A/'`/'`CCC \/I A CVICTIIll I/'` CACCAACAIT �u Le) 7 1 LLJ L 2LIJ U = Q � 2ggN�RE �ooE� #4 W 1X pN pC 4F CSU STA. 6822 g6/ e �N�-PRO Proll ecIL'. \,, Rq c Prop. Trunk 683 RIM PROP. MANHOLE 10, RIM = 2 PE SMH 7 1 38+00 198, 4T PE- R IM=726,66' _ CL INV=713.46' _*2 f'S7"N,RCP = \ SSE \ FEMA FLOOD" WAY sEe (TYP.) v� /� LII II mos \ I r llll l �- M 0 w a a_ w a_ a as ate. }' O 102218 �U BUFFER Cq • w (41 c� o "t 0 1-4 Q r� s~ U 4�06 S o s/B M SSE __ �_ SSE -_ —� �GRAPHIC Cn LL LI J 0 co O = Z 0 NCS O. 0- 0 Lu LL U LLI LI J � Z �/ VJ Z 0 0 ILL ��/� vJ Z Z) 0 C/) Apprvd, z cz —_ �_�/\� ate. 102218 5' STREAM BUFFER Chkd: fYP.) = — — �� JD Drwn: s/B � —_ SE — SSE __ �_ SSE -_ —� �GRAPHIC WT 6" RCP SCALES Scale: ss ss. - - m�� '_---- HORIZONTAL - — ------- EROSION CONTROL NOTES: SSE 0 20 40 „_ , 1 =4O SSE 1. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION OF 1 inch = 40 ft. Project Number: CONSTRUCTION. 2. EVERY 150 LF AND WHERE LOW SPOTS EXIST VERTICAL 0 2 4 710220 IN TOPOGRAPHY THAT CONCENTRATE FLOW ALONG SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL 5-C. 1 inch = 4 ft. Sheet: EC -4 0 Z 0 U Z 0 C) 0 ALU W Z LU O A�LU VJ =<v � \J �� MATCHLINE �(SEE BELOW) r SQ � REMOVE AND REPLACE STA. 37+34.32 w CART PATH AS NEEDED III PROP_ MH 1014-\�``' PER DETAIL 7-D (TYP.) COLLECTOR LINE #6 o'° RIM - 728.52 (SEE SHEET SS -13) ACCESS VIA BRIDGTON RD TEMP. CONSTRUCTION ROAD (SEE BELOW) FINAL SUBMITTAL NOT FOR CONSTRUCTION STORM WATER CONVEYANCE PER DETAIL 6-F FEMA FLOODWAY (TYP.) 40 LF EACH SIDE ±200 SF RIP -RAP STABILIZATION ±1500 SF MAT & PLANTINGS 39 ollector 6: STA.PROP. MH 0 �� ��/ ROPA. O�, 8.10 w / ' 16 PROPERTY LINE Q'� TYP. Tr " INSTALL TEMP.Trunk: STARIM__72.4-33 R/M' = , 2*q5( ) �'%NON-JURISDICTIONAL ti1H7 /��PERFORM TEMPORARY ��°J i DITCH CROSSING PER 7R� = 7 - ----4,� t� STREAM RYPA�S _ \ �o _ / /DETAIL 5-A I STA. 48+62.' PROP. MH 1 i RIM = 72 1. 7 0 PE PE PE 350.16' 47+00 4 SMH765g SSE —S59.32'17"W-SSE RLM'724 . SSE - CL INV_ 71 UC I MIL U—M E 0� /^ \\ 40 LF EACH SIDE - -J EXIST. 36" -- -�B�s s/ SAN. SEWER C� s �o ±225 SF RIP -RAP STABILIZATION 77//� v - ±2000 SF MAT & PLANTINGS — - y -\\\�� s/B STA. 40+92.01 �i- \°e0l \ \�-\SILT FENCE OUTLET a ROP. MH 1017\ >so\\ ��\ �__,�/ _ PER DETAIL 5-C — �� �92 -�?lM = 722.�— _ _ 15� STREAM�� (TYP.) !% " MUDDY CREEK �� — J�\ _. _- - BUFFER (TYP.) — — � s _ mss' SOUmH FORK NtUDDY CREEK OUm \` S/B \ —r =�� ��f ` � _ > \/� �c ���i� ✓ ��\\\ �� / SSE§ 00— $�B S`J� SSE IB \ \ % �� 36" RCP T r —SSE D 0). RiM= 721` CL �NV_70g8g• _ � � m - / " , 0 2 W 2 �� _f ro r1i D FEMA 100YR. FLOODPLAIN PROP. TEMPORARY CONSTRUCTION (TYP.) EASEMENT WIDTH VARIES1 / CIA \\\ c, o N�� o 6 0 _\ ACCESS FOR GOLF COURSEti��, , ® VIA BRIDGTON RD TEMP. PROPERTY LINE Pro CONSTRUCTION ROAD (TYP.) m \ PRL . f v rcvr. n�M11 RIM = 724.33_ \�\ m ZG�y� O _10) \'--, -2) RESTORE TO ORIGINAL CO- \ i CONDITION AFTER WORK IS COMPLETE cE _VSs PROP. TEMPORARY CONSTRUCTION EASEMENT (20') ass SS ass \ \ \\\\\ \ -3. \ \ \�\ 2 W F TTCE CE SS \ \\ TCE \ N.— 355 / -IV, ass' S C� ass ass 8839•SSE SFO ss EXIST. SANITARY 5L� SSETCE � V������ ����• SSE SSE / SEWER EASEMENT lob -- - v 20 (TYP.) ---- D - SF �� •Q�� ���� � 883 24" lr PROP TEMP. CONSTRUCTION S E� r e� �� SE ssE 0+8� _ _ � �� _ / ENTRANCE PER DETAIL 5-E �C \� / RO 101-- \�\\� o She o RIM - 7; .0 / m D -- PERRYMAN BRANCH D m m ccE aol 0 TCE � T � O FT r O TEMPORARY "W o FS71.55'i / CONSTRUCTION / \ \ l 161.23 '\ oW� ? ZZ�� 31 C_ 3oi -EASEMENT 20' (TYP.) \ \ m \ CP 0 .0 C," U TCE 1— 0, \ c) o \ \\\\\ W O� TCE G\ � w. ��-o Woa 1 15' STREAM BUFFER\ n A� o ) (TYP.) +92.01 FEMA FLOODWAY Jl . -* / "PROP. MH 1017 X72 \ SILT FENCE PER ` W T 'OFA DETAIL 5-13 (TYP.) ACCESS VIA BRIDGTON RD TEMP. CONSTRUCTION ROAD U) GRAPHIC SCALES HORIZONTAL EROSION CONTROL NOTES: 0 20 40 1. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION OF 1 inch = 40 ft. CONSTRUCTION. 2. EVERY 150 LF AND WHERE LOW SPOTS EXIST VERTICAL IN TOPOGRAPHY THAT CONCENTRATE FLOW 0 2 4 ALONG SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL 5-C. 1 inch = 4 ft. Li Q LJ o' a as a °, CO tb UD N O .;m4Cq �U �zoa On 0 Q r� 406 U S co J J Cn LL UJ J O M D O = Z ���^ O VNJ I..1- 0- O Lu LL U ry w w Q z z O� O 0 ILLZ Z) �O VJ Apprvd, Date: 10-22-18 Chkd: JD Drwn: WT Scale: 1 "=40' Project Number: 710220 Sheet: EC -5 O Z O U Z O VJ NO 0. Lu 06 z Lu 0 Lu U) FINAL SUBMITTAL NOT FOR CONSTRUCTION 9,119G. % �� �PROPOSED TEMP. CONSTRUCTION ENTRANCE PER DETAIL 5-E TRANSMISSION �� 40 ALL ROAD RIGHT CONSTRUCTION ACCESS VIA EXIST. TOWER J�k.F. 0I SM H 7691 °F RIM=727.81' INV OUT -� 720.07' DUKE ENERGY TOWER 15 PROPERTY LINE (TYP.) PARCEL #7 BOOBY G. KISSAM GR MELINDA T. KISSAM '4VFk DB 1698, PG. 1155 C j W/LSHIR PARCEL #5 DUKE ENERGY OVERHEAD °F ��J LOT 9-11 - PB 15, PG.40 E GO TAX PIN: 6832-08-8459.00 Dg 2982 P �F CLUB, INC ELECTRIC LINES (TYP.) G. 2861 ( 3/O, Q \ TAX PIN. 6832-08 �3249.00 % �� s LU U Z W �' _ A �PROP. TEMPORARY �� �.`' ��/ i f 4,0,/ z w FEMA FLOODWAY (TYP.) °F JCONSTRUCTION EASEMENT �� -- - c l u W \ \ WIDTH VARIES / �Lj / j �� / Q Ln LLI Z--<"\ -110 S 52 8 .68 ollector 7: STA..1) 0* 177 �� OV \ / �� � FEMA FLOODWAY (TYP.) �F` � PROP. H 1 C 98 LF GUARANTEED - Ty �.r� P. � � � � � � � - °F 5.97 " STA. 4+2 .97 COLLECTOR LINE #7 _ - G� �,� TRENCHLESS CROSSING ROP. MH 10228 (SEE SHEET SS -14) LU w ,� R - 724 6, �2 - - �- STA. 48+62.54 PER DETAIL 4-D M: w PROP. MH 1020 ��� o o �� Rl = 723.7 1022 - �- Rl, 723.60 SF W PROP. PERMANENT EXISTING PERM. EASEMENT ��� \ �- gP��, o / � PES EASEMENT WIDTH 20' (TYP.) °� S ��� �� m m Q / SFO PE PE 58 VARIES SMH766o TC -RIM 725.41' �� Q � PE PE , " S24'12'47"E - n PE N5s'32 3s E 57+00 T TCE CE {�i/ 9 CL INV -715.63' / v '- TCE o F � l / , 18.71' MH7664 Collector 8: STA. 0+00 CE R PE S _ r SMH7666 E SF PE PE 53+rop. runk: STA. 54+93.03 349.06 Ss TCE CE � S PE � PE i <- '' s7.Os'RIM-723.0 T 0 SFO PE PE 139.29' 4} 0 CL INV= 96' RIM=725.03 -� PE PE PE PE PE 424.14' 51+00 52+ PROP. MANHOAf 1023 " ccF O it`iv IN= .36' CL INV=716.15' � PE PE 48+00 49+00 50+00 7"Wy S58'45'21 "W SS� = 723.34 36" RCP 350.1 s ss - S58'S5 4 - ' 47+00 RMH7658 SSE S59'12'05"W SSE SSE SSE 36" RCP ' q pRp 36" RCP SSE SSE _ X_ 44' SSE SSE - SSE-S59'32'17"W-SSE SSE CLMINV 715.1 s 36" RCP -s s ss ss =i' SMH7662 SSE SSB S/8 6�- a " � _ �RIM=725.78'`- sr ss_SSE CL INV=715.87' 518 STREAMBANK RESTORATION PER S I - - ss s _ ssE-- SSE - - - O� - - INV IN=717.09' __ s -A �_ -- - - �B - /7zo.00- O -_ / DETAIL 6� 6' - sre j ' I �� s 40 LF EACH SIDE �s/6 5/B / -_ _ �� =�'F 6'-\ / -- ±225 SR RIP -RAP STABILIZATION r K i _� C /� SILT FENCE OUTLET. = �/ 72=�`s � - N. EE w ---- ±2000 SF MAT & PLANTING i s/ems- � � .�- � - _ PER DETAIL 5-C \ 0 �/ 72o. \ �� \� _ - PERFORM TEMPORARY STREAM - - N c1- FOKri %- EXIST. SAN. SEWER e ✓� C �' �' / l / \\ J BYPASS PER DETAIL 5-G -� <e � -1 = �-�_ ���/�� (TYP.) � -/ � -� O p � =�- /// /'� \ _zo.� EASEMENT (30') SIB ABANDON EXIST. 36"\_ RCP SAN. SEWER IN - g FORK MUDDY CRE K % _� 1 r ons _ PLACE SOUTH -- - -- \�� _ �� oo iv _�S/B--ssE SSE - o SILT FENCE PER COLLECTOR LINE 9 - - DETAIL 5-B TYP. - � � � � � /- 15 STREAM BUFFER # / (TYP.) ��\ \�� �' s Ni , (SEE SHEET SS -15) 36" RCP x ss - X11„�s9 S l \ \) m �LB - � � C � \� � �� �C , . � \� o SSE -SSE �/ si - / SSEB SMH600238 SSE SMH7665 / V RIM=723.74' _ _i 7z ool. _ SF CL INV=710.54 RIM=723.58' / SMH7g59 Sie \ �� � / ��L� ori �� TIP � CL INV=710.58' � Z / SSE PoM=720.49-36" SSE 118" DROP INV=719.40'* .SSE SSE CL INV=7p iSE RCP �\ 5 I F CQ �01 QF s p INV IN=711.98' 9.60 SSE -� ( J� l / l l I �•� Q ,Z9•y8 <�0-0 SMH500303 / � � ' o Z�9'o COLLECTOR LINE 18 a .00 �- o o ! F RIM=726.00' �I (SEE SHEET SS -14) CL INV=7±0.04' \ s o Q PERFORM TEMPORARY STREAM �8., �o SSE 36" RCP INV IN=713.30' 0/10 SMH7661 BYPASS PER DETAIL 5-G FEMA 100 YR. �� J / - ssE RIM=724.50' 724.50' S °° r- Rogo = � �� � of � __ _ �� � \�� � � PROP. TEMPORARY FLOODPLAIN (TYP.) CL x, s ��� m % s� CONSTRUCTION J INV=709.79' _ y y S `� �`� EASEMENT 60' - STREAMBANK RESTORATION PER N N ( ) Q �c ° R/,�j �s 3 DETAIL 6-A PROP TEMPORARY CONSTRUCTION \ �" s \ s °< /N23�9 40 LF EACH SIDE ENTRANCE PER DETAIL E \� •c.) 0 `� 1023 �'��Q , `�i°3 \ ±225 SR RIP -RAP STABILIZATION 740. -,� V �\ c�, M 4.2±2000 SF MAT & PLANTING o ERPARCE� #8 �, �/� ti % PARCEL .�I m 00 D VIN C. -IDESl / �-ERVIIV #8 o = Tax g 2797 PG ( - TEMPORARY CONSTRUCTION - PIN: 3251 Q , RqN m S 683 � / � � v � � ,�// 3514. SBEE RD. �_ � � � ,� s � � � 12-0�_ oo cc0� ^1� Ross/oy o A\ STA. 3+85.31- / � � ACCESS VIA FOLLAN -4 _ 693.00 � � � _____ � ���'� � � �� --- � ��O � O�� � _� r�o _ - \\ ,'� w � � \ PROP. MH 10238 -�) ! \ 0 3'y // S H7674 \\ J' RIM = 723.36 \ -J M O+ .74 \\� �� \ O O PARCEL #11 \ _/ RIM=732.83' D \ _ A \ o o - - vA ° MH 1023C \ v \\�� \�� \ s -a B \ \ m Q INV OUT=726.04' �2o s JOHNNIE POPE /M - 728. 4 DUKE ENERGY TOWER 14 o _ o vZp DB 1261, PG. 711 o V �� AX P6832-18-92, it �_ �\ \ \_ y T PIN: EXIST. SAN. SEWER SMH7729 3 R1 =72 EASEMENT (20') \ �\ / ��, \ \\�A \� CL INV=718.95' StiF 74 00 ° "-7 \ O , QG• PARCEL #22 DUKE ENERGY OVERHEAD °`� E��P, �A\� s X" ELECTRIC LINES (TYP) �� �� L� °��` ��� M a as a(L) o N O C) • •�� w � coo 20 0z s~ 1-4 S~ 06 S O co J J U) LL LI J 0 � M D 0 2 z � 0 U)^ O. 0- 0 Lu LL U G i Lr- LLj w J � Q z U) i z 0 0 �/� LL VJ z Z) �0 V J 00 N rn 011 Apprvd. 410 i � �soo \ Date: pRok �-.� .: � ... � \ \ � � .� 10-22-18 RIGHT OF WAY % DUKE ENERGY OVERHEAD BOUNDARY °F ELECTRIC LINES (TYP.) \\ \� �\\� \� Chkd: JD Drwn: GRAPHIC SCALES WT HORIZONTAL Scale: EROSION CONTROL NOTES: 0 20 40 „_ 1. ALL DISTURBED AREAS TO BE SEEDED ANDLm� 1 =4O MULCHED IMMEDIATELY UPON COMPLETION OF 1 inch = 40 ft. CONSTRUCTION. Project Number: 2. EVERY 150 LF AND WHERE LOW SPOTS EXIST VERTICAL IN TOPOGRAPHY THAT CONCENTRATE FLOW 0 2 4 710220 ALONG SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL 5-C. 1 inch = 4 ft. Sheet: EC -6 J 0 L.L z 0 U z 0 U) 0 LI 06 z CLI G 0 ALU V J z W Z W UJ Q= UJ w PE- + -00 7666 :725,03- q 725,03'V V= 716,15' CCFF 15' STREAM BUFFER (TYP.) - Zie = — 5/B J EXISTING FENCE LINE f (TYP.) Nq IEMPLES. DORSTA. 58+41.10 /\ TAX Pt -PROP. MH 1024 RIM = 724.37 \ FEMA FLOODWAY (TYP.) PROP. TEMPORARY — CONSTRUCTION EASEMENT WIDTH VARIES PARCEL #10 FRANCINE T. LEFFLER DB 803, PG. 376 TAX PIN: 6832-18-8655.00 AtSANUUN tXIJ I . JAM I AK T SEWER IN PLACE_ t°o s \ �V /� V ° \\ � o / o _ DETAIL 5–B (TYP.) v . 734 58' R MH 1435.19 M 742 N .7 ( I - V INV 00T=734.48' \ PROPERTY LINE (TYP.) \ ' / As�T 0 °ST 1A . A. 69+06 OP. MH z p < J 'Lu = Q U Q w Ln 7/�� ' PROP TEMP. CONSTRUCTION c� 1+>3Q8 ENTRANCE PER DETAIL 5–E °' 7�6a 4' a_ ��wi a_ FEMA FLOODWAY (TYP.) \ S \ / / ) I/ \ _--v- SMH 7723 RIM= 743.30' FEMA 100YR. FLOODPLAIN IN OUT=735.6, (TYP.) PROPOSED TEMP. REMOVE AND REPLACE STORM DRAIN PIPE AS S' ; 1 +94 REQUIRED s, % P. M 02 RIM=732.42' \ M � 3 .55 CL W v= 724,82' COLLECTOR LINE #1 R'�'Ewq (SEE SHEET SS -16) /09TFi3 ? —� PARCEL #16 \\ sT \ PROPERTY LINE (TYP.) GLYNDA HILL FEEZOR TONY RAY HII i \DB 76� w TAX PIN. 68` FEMA FLOODWAY (TYP.) � l U co Q °\ , Co PARC — EL j \;� MINN485 POPE#WHITE DB X98 A. /69+ 6. �� 4� TAX PIN: 6 PPROP. TEMPORARY �\ o ,� /z TELEPHONE \ � OP. MH • ' ° •"� UTILITY LINES I. 0+00 CONSTRUCTION EASEMENT \ STA. 75+63.29 7.31' �� l �'� roe ; TY�.i i• 69+06.99 WIDTH VARIES \ \��� f PROP. MH 1031—\ Z 3 >> 96 LF GUARANTEED TRENCHLESS CROSSING PER DETAIL 4–D H2O oo= i - . / PROPOSED TEMP. 740-Ou- \ I I CONSTRUCTION C-- _ ENTRANCE PER /745.00, Cry - DETAIL 5–E \g\\ \ \\ DUKE ENERGY OVERHEAD ELECTRIC LINES (TYP.) CONSTRUCTION ENTRANCE PER DETAIL 5–E x rN INI T — SMH71 RIM= 7 CLL 1% \ Si 15' STREAM BUFFER 7!-\ SIB Sig EROSION CONTROL NOTES: 1. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. 2. EVERY 150 LF AND WHERE LOW SPOTS EXIST S, IN TOPOGRAPHY THAT CONCENTRATE FLOW ALONG SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL 5–C. GRAPHIC SCALES HORIZONTAL 1 inch = 40 ft. VERTICAL W a as 00 .. V C LU z w N \ U W w —� �\ Z ACCESS VIA EXIST. EASEMENT ST 2 w -09. S. MAIN STREET Q 4 N F "' RIM 16.6 — SMH71 RIM= 7 CLL 1% \ Si 15' STREAM BUFFER 7!-\ SIB Sig EROSION CONTROL NOTES: 1. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. 2. EVERY 150 LF AND WHERE LOW SPOTS EXIST S, IN TOPOGRAPHY THAT CONCENTRATE FLOW ALONG SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL 5–C. GRAPHIC SCALES HORIZONTAL 1 inch = 40 ft. VERTICAL W a as P-4 °� CO �U L)Coo w (4 a�00 C) Z Q 4 U S Cn co VJ W D 2 VJ O LL LU J VJ 1 z O U) z Apprvd. LL O M O z O LU U LI z I..L O LL D O U) Date: 10-22-18 Chkd: JD DrWn: WT Scale: 1 "=40' Project Number: 710220 1 inch = 4 ft. I Sheet: EC -7 J O z O U z O_ VJ O ALU W z LU 0 LU U) FEMA FLOODWAY (TYP.) 77+00 346.70' 78+00 SSE \ S5455'02"W SMH7889 SS RIM= 726 A 3' sIB "° — — - wH7$90 RIM=730.0015' STREAM BUFFER - - a \ ' 7z o CL INV=719.10' (TYP.) ACCESS VIA EAST SIDE OF S. MAIN SILT FENCE OUTLET STREET ROAD (SEE SHEET EC -7) SOUTH FORK MUDDY CREEK ,Q PER DETAIL 5—C �9 CC (TYP.) PROPERTY LINE S/B S/B S/B She SIB SIB SIB S/8 (TYP.) �- 5/B S/B S/g STREAMBANK RESTORATION PER DETAIL 6—A GOLF EACH SIDE a ±225 SF RIP—RAP STABILIZATION ±1500 SF MAT & PLANTINGS PARCEL #19 IRA POPE & SONS, INC -- — -- - DB 126.5 P(- , - FINAL SUBMITTAL NOT FOR CONSTRUCTION z o —� J J LU U m QW LULn STA. 87 PROP. MH 103 RIM = 729.31 SCE PES 1 CPE TC E SS�QQ E SSE PE 56 JO rc l..r cc ss i 5:- S_ SSE ss ss ss 36" RCP r s 55E SMH7893 v, , 5/B SSE SSE SSE RIM=729 97' (GIS) 30-00 s/e ,"INV IN= 721.45' REMOVE EXISTING 36" SAN. S/B INV OUT= 721.39' SEWER PIPE S'e � - s/e 730 0 S/B S/B SOUTH FO �� 7zs.00 Dy \ _ � 5/e 5/B SIB 725.00 i 5/B S/B _ sie / S/B 730.00 MA 100YR. FLOODPLAIN m.) LIMITS OF WETLANDS SMN813 ?� h / CPs PER ST JACK & BORE LAUNCH PIT �p Op. 1 5L WIDE X 40 LF LONG F Qm� 2DgP3o6833 -51-�69 lM = 731.66 ry � j PX P\\ �% o° o / 0 r 265 LF GUARANTEED TRENCHLESS CROSSING PER DETAIL 4—D w Z w J L J 9"( O �,� ��5 I U W \36ry CIO RESTRICTED w �• �� C /lector 12: STA. + 6 ACCESS =' °O�_ rop. Trunk: STA. 1 .48 00 ST 94+ 15.4 PROP. MANHOLE 1 3 _ — ROP. MH 1037 RIM = 733.49 � JACK & BORE RECEIVING PIT SMN1�3 24 15LF WIDE X 10 LF LONG R�M��N-118?212 / SMN-15212 \014NNj,112Q 5Q �18i 94><° 1g48 1, i \N,11818 68*�36i \N`1 SSE 04 18-43 04 OVA s 1�E y S PIPE l5+ SSE SSE- W. SEW 55E< ACCESS VIA EXIST. SEWER EASEMENT (20') COLLECTOR LINE # 12 SMH79 4NED 36" RCP S%d. 94+95.48 FROM OVERDALE RD. (SEE SHEET SS -16) Ag AND — z M / RM�151 9 35 CROP. MH 1038 (SEE SHEET EC -9) 3 l� — 731.91 " 131 663 S; SS B Ove ,12 RvM,722. �24„ 5 sl _ Y v vN �ER Is's �0- STA. 0+53DDY CREEK/ As'B S/B ROP. MH 1037A SOZJTg FORK RIM = 730.84 / U SIB SIB SIB �c �R���S L OP 5 MPN PR PO 'D 3455 00 SO�jH�g 22� 33,50, 8411 68 SIB \Nv 5 30 C 593 c37 SIB 9 R�MN 121'459' 15' STREAM BUFFER �— m SIB - 5/—� / EROSION CONTROL NOTES: 1. ALL DISTURBED AREAS TO BE SEEDED AND — — — MULCHED IMMEDIATELY UPON COMPLETION OF — — CONSTRUCTION. 2. EVERY 150 LF AND WHERE LOW SPOTS EXIST IN TOPOGRAPHY THAT CONCENTRATE FLOW ALONG SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL 5—C. M 0 Li ry Q Li ry a_ U as !~ N O W �U O w (4L � r � c o �z �z c� 0 Q r� U z 4-1 S a O�Z 0 co �^ VJ O� Apprvd, Date: 10-22-18 Chkd: JD Drwn: GRAPHIC SCALES WT HORIZONTAL Scale: ° 20 40 1 "=40' 1 inch = 40 ft. Project Number: VERTICAL 2 4 710220 1 inch = 4 ft. Sheet: EC -8 J VJ U_ J W O � O �z c� z 0.) = z O�Z 0 0 �^ VJ O� VJ 0 0— w 0 ry L U ry w LU w 06J z ~ Q z U% U) w� C z O O 0 ILLW U C/) Z Z) 0 C/) Apprvd, Date: 10-22-18 Chkd: JD Drwn: GRAPHIC SCALES WT HORIZONTAL Scale: ° 20 40 1 "=40' 1 inch = 40 ft. Project Number: VERTICAL 2 4 710220 1 inch = 4 ft. Sheet: EC -8 — T E PF �1 MIS 113 US HIGHWAY 52EXPY) MEMORIAL q ( JOHN OO�p _ �I o — — Z _ COLLECTOR LINE 112 (SEE SHEET SS -16) FEMA FLOODWAY �RIw (TYP.) W N � _ tC�i t�10 � • • ,,� �` � , �ry�O ��jo is . • S� ® E SNEE1 Ec-91 l5 FEMA 100YR FLOODPLAIN (TYP.) i / _ LIMITS OF WETLANDS ssE SS/ . ...... . . ssE E ssE RESTRICTED ACCESS PROPOSED TEMP. CONSTRUCTION EASEMENT ACCESS (20') \ \ SSFP EXIST. PERM. EASEMENT 20' e \ \ \ SSF \ \ wE Z > Jp = m U Q aw �W GATED ACCESS ROAD EXIST. PERM.- EASEMENT 20' — - /A'z j / .... . ........... . ............ ss x E '\ \ EXISTING 42" RCP �SAN. SEWER / / \ / / / / 1.,3 M/SES TO cCEMMONSV/L OV�rROq` �E RD. E TD NORFOLK SOUTHERN RAIL ROAD PROPOSED 20' SAN. SEWER ACCESS EASEMENT TEMPORARY CONSTRUCTION i ENTRANCE ACCESS PER DETAIL 5—E I — ROAD TRANSITIONS - FROM PAVEMENT TO GRAVEL FINAL SUBMITTAL NOT FOR CONSTRUCTION O/iF�O'q` ,�NO/r'FpLK S0 li ERN RA/Z RSA ' D RO, GRAPHIC SCALES HORIZONTAL 00 0 50 100 0J 1 inch = 100 ft. EROSION CONTROL NOTES: 1. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. 2. EVERY 150 LF AND WHERE LOW SPOTS EXIST IN TOPOGRAPHY THAT CONCENTRATE FLOW ALONG SILT FENCE, INSTALL SILT FENCE OUTLET PER DETAIL 5—C. 52 0 w o' a Li d N a as a °� CO bz N O oa •co 0 00 � Q ' 4-1 U CN co U) LLl J 2 O LL LU G LU J Q I z O z Apprvd. Q LL D O Cl? O z O LU U ry LU F --- z O LL -17 D O U) Date: 10-22-18 Chkd: JD Drwn: WT Scale: Project Number: 710220 Sheet: EC-9 J O z O U z O U) O/ 0. LU 06 z CLU G 0 LU U) DETAIL 3-A DETAIL 3-C u STRFAMRANN c u m o u oRiEcUDRATIoNi AS NOTED PER NK o o RESTOAS NOAI DOPER --— — PIAN PIANYAR ak �— — v AD AS PIPE B iO 18' DIP 1 LLRESTRAINED PROJECT PER PROJECT JOINT RESTRAINED JOINT PROJECTRESTRAINED JOINT RESTRAINED JOINT 54• ANTI 7TA1,,.LL7spircinI SPECIFICATIONS PER PROJECT PER DETAIL 3-F NOTEs� ANTI -SEEPAGE COWR PER DETAIL SPECIFICATIONS SPECIFlcAmNs LOCATED 5PROaECT' FROM END OF DIP T. EAN HMSO DN ASSURED ED' MR LENGTHS. 1wusTNENTS m s RACE PER A MR 2-G LOCATED 5' FROM END OF DIP MOTE%' o ON AssL.MEn iD' FIRE ux:ns. AausMEMs m OF NbE PER bTUAL PIPE N PPE 5 vHAK RK bl Im MI YIF.11 sPmFl4TDNs u:nLE IRONMM PPE SHALL IMV[ RIDm R PER NIS. GO LENGTH. PO. DUAL N RIPE Rnx RRORcm bI ¢ IiNSTON suEY sR¢wvnDM+ sPmxumNiwE swu BE uaD mON NANxo� m NAIpaE PER WPRTON s4W 4. DUCTLE P* DUCTILE ON PIPE SHALL BE LOU FROM "HOE m 1VN�1OaER WNsmN wa4 spauncknoNs BURIED STREAM CROSSING - 8" TO 18" DIP DETAIL 3-D BURIED STREAM CROSSING - 54 -INCH SEWER DETAIL 3-E IYI:i RARS J 6s BARS 5a' DIP UNDISTURBED SOIL AS DTM RFN�ED NEER NI m i NOT REOUIRM R NGELME. CO1w WT a WT P DS SHAPED RNiKS IN MRN5 54" SEWER ANTI FLOTATION COLLAR DETAIL 3-F J PIPE ARE OROLT. � TO r; a � T. e ux ui ,waro o+P.7 AND �F� OF c�zoo E . W o NK �a rw,EINAL,oR Dnp" mScmo p a � M � TO PIPE = Z } law � AND CLEAR OLTUDE OF MANHOLE NK WAL. APPLY SRI MCI CONCERTI DDLILM THRI DUAA. SHALL BE NEVER PER CONNECTING NEW � MR OR BEDROOM LATERAL. TO AN MMO MANHOLE ENRON THE � MANHOLE SLEEVE 15 NOT FEABE1.E. uj W 0 PIPE REPLACEMENT CONNECTION NJS NUN ti TO EXISTING MANHOLE DETAIL 3-C u STRFAMRANN c u m o u oRiEcUDRATIoNi AS NOTED PER NK o o RESTOAS NOAI DOPER --— — PIAN PIANYAR ak �— — v AD AS PIPE B iO 18' DIP 1 LLRESTRAINED PROJECT PER PROJECT JOINT RESTRAINED JOINT PROJECTRESTRAINED JOINT RESTRAINED JOINT 54• ANTI 7TA1,,.LL7spircinI SPECIFICATIONS PER PROJECT PER DETAIL 3-F NOTEs� ANTI -SEEPAGE COWR PER DETAIL SPECIFICATIONS SPECIFlcAmNs LOCATED 5PROaECT' FROM END OF DIP T. EAN HMSO DN ASSURED ED' MR LENGTHS. 1wusTNENTS m s RACE PER A MR 2-G LOCATED 5' FROM END OF DIP MOTE%' o ON AssL.MEn iD' FIRE ux:ns. AausMEMs m OF NbE PER bTUAL PIPE N PPE 5 vHAK RK bl Im MI YIF.11 sPmFl4TDNs u:nLE IRONMM PPE SHALL IMV[ RIDm R PER NIS. GO LENGTH. PO. DUAL N RIPE Rnx RRORcm bI ¢ IiNSTON suEY sR¢wvnDM+ sPmxumNiwE swu BE uaD mON NANxo� m NAIpaE PER WPRTON s4W 4. DUCTLE P* DUCTILE ON PIPE SHALL BE LOU FROM "HOE m 1VN�1OaER WNsmN wa4 spauncknoNs BURIED STREAM CROSSING - 8" TO 18" DIP DETAIL 3-D BURIED STREAM CROSSING - 54 -INCH SEWER DETAIL 3-E IYI:i RARS J 6s BARS 5a' DIP UNDISTURBED SOIL AS DTM RFN�ED NEER NI m i NOT REOUIRM R NGELME. CO1w WT a WT P DS SHAPED RNiKS IN MRN5 54" SEWER ANTI FLOTATION COLLAR DETAIL 3-F 10-22-18 1 ��=40' 710220 D-3 J � v c�zoo E . W o F � mScmo p a � M � O 10-22-18 1 ��=40' 710220 D-3 J J W F F � J p � M � O = Z } Q O W H uj W 0 Z Q � Y Z � O p Z � O 10-22-18 1 ��=40' 710220 D-3 DETAIL 4—A J J AS orco PER W IN an Am. Raw F- do BAN pZ ec cy ar<; Am in Am IN � ME am No Min - am do No No No am am am } No m � am so Ed m J O am on m Q F III so an Lu0 No w IN am IN an m No IF; ME No on � Y z Q F >Z O MANHOLE ABMD014MENT DETAIL 4—A smE ue NN RE BED ONLY `iinOneiErlouNRn MANHPLE AaAVooNMENO BURIED PIPE CROSSING p�A q4 � SiF� BANK K BED AS N TTEDD PER PIAN �-- UNITS OF PPE RE11wAi DUAMUG 4 PER c c TPLUG PERSI PUNDER ICYAPI LE [ NDI (PAYABLE1� I PIPE PUG) 1. mIIPTN a xEvm N+EnE Na COFFER RAW wym R sxNA E.awTE WE ERE AT THE MEN � maize me WELL EXPOSED PIPE CROSSING CREEK CROSSING ABANDONMENT — EXISTING TRUNK lNDF Em�Ay�'IF �oNEsvEcsumNs�LK's of N.c owAxT4wr oyr� NG [P CONK A�PPwhID EER SIN�uA ['ci�Aum£vs M MENGsiNG. nWc. a, OK z NYga vw rwnnen PwE sLrnax. WE ANNUSHWEEL.ME tREv CED RMI Nc nnE�o s MSI PwE IN M5 SMME MHEM4"` *111 o FARES HILL opNcHIM Mw 1 IFFES. TRENCHLESS INSTALLATION DETAIL 4—D DETAIL 4—B r-1 arm SECTION OF MASONRY PIPE PLUG mua � � �o ixlxas FINAL SUBMITTAL NOT FOR CONSTRUCTION 12'1 o •r'a•e •tie SECTION OF CONCRETE PIPE PLUG M SUM WW IN USED IN LIM OF HIM. BURIED BROCK MAIL ad vROFILE PIPE PLUG oxine Ad . AdCLASS8 RUP A A Ann n uuN�� A A — �T® OF BANK ALL DIATHARGE MUM DEMATHRING THE EVER K AR CA SEALL as Pu won PIAN DENATEMINGSIT BAG PER DEM1125 PROCAST BANKER n w eA A COALttls,K LNwGR w aPExlx ,Pj rr ttF X` CREEK BED Scare SECTION AA N.T.S. OM WE ORCHARDS WALL NOT BE USED FOR COFFER DI D ALTERNATIVE COFFER SABA MATERIAL 15 ACYPTAME USUTWAUL BE APPROVED By�E NI HAL BE DISTUREENTHE MINIMUM REQUIRED FOR CONSTRUCTIONS! AND COMMIT) OFINTACCONTOURS WHEN WORK I CELPLECE. 4. CIRCULAR OR RVISAINGUM CONFETTI MAY BE USED FOR MNURUCBROL J J AS orco PER W uN smE ue NN RE BED ONLY `iinOneiErlouNRn MANHPLE AaAVooNMENO BURIED PIPE CROSSING p�A q4 � SiF� BANK K BED AS N TTEDD PER PIAN �-- UNITS OF PPE RE11wAi DUAMUG 4 PER c c TPLUG PERSI PUNDER ICYAPI LE [ NDI (PAYABLE1� I PIPE PUG) 1. mIIPTN a xEvm N+EnE Na COFFER RAW wym R sxNA E.awTE WE ERE AT THE MEN � maize me WELL EXPOSED PIPE CROSSING CREEK CROSSING ABANDONMENT — EXISTING TRUNK lNDF Em�Ay�'IF �oNEsvEcsumNs�LK's of N.c owAxT4wr oyr� NG [P CONK A�PPwhID EER SIN�uA ['ci�Aum£vs M MENGsiNG. nWc. a, OK z NYga vw rwnnen PwE sLrnax. WE ANNUSHWEEL.ME tREv CED RMI Nc nnE�o s MSI PwE IN M5 SMME MHEM4"` *111 o FARES HILL opNcHIM Mw 1 IFFES. TRENCHLESS INSTALLATION DETAIL 4—D DETAIL 4—B r-1 arm SECTION OF MASONRY PIPE PLUG mua � � �o ixlxas FINAL SUBMITTAL NOT FOR CONSTRUCTION 12'1 o •r'a•e •tie SECTION OF CONCRETE PIPE PLUG M SUM WW IN USED IN LIM OF HIM. BURIED BROCK MAIL ad vROFILE PIPE PLUG oxine Ad . AdCLASS8 RUP A A Ann n uuN�� A A — �T® OF BANK ALL DIATHARGE MUM DEMATHRING THE EVER K AR CA SEALL as Pu won PIAN DENATEMINGSIT BAG PER DEM1125 PROCAST BANKER n w eA A COALttls,K LNwGR w aPExlx ,Pj rr ttF X` CREEK BED Scare SECTION AA N.T.S. OM WE ORCHARDS WALL NOT BE USED FOR COFFER DI D ALTERNATIVE COFFER SABA MATERIAL 15 ACYPTAME USUTWAUL BE APPROVED By�E NI HAL BE DISTUREENTHE MINIMUM REQUIRED FOR CONSTRUCTIONS! AND COMMIT) OFINTACCONTOURS WHEN WORK I CELPLECE. 4. CIRCULAR OR RVISAINGUM CONFETTI MAY BE USED FOR MNURUCBROL 10-22-18 diUl 710220 D-4 J J �u W F— F- � pZ ec cy ar<; M � O Z 10-22-18 diUl 710220 D-4 J J W F— F- � J O M � O Z } � O J O W Q F Lu0 W Z � Y z Q F >Z O 10-22-18 diUl 710220 D-4 *"v w T �.�..� AT M TEMPORARY STREAM CROSSING DETAIL 5-A sig i. cx NNE RD SL R R omx6 en`w.wx¢s ro :i.mv vonum on ro rnEAre 2 TTCwppxr� rNxE�kT'VAXIIVU4 SPACING ee�VeE�1N CAUS M M 7x ooWx+Txu4 dN IsEEMcn111 eEl➢W}[ ELEVATON As THERDAN ��e..re... D TEMPORARY ROCK CHECK DAM DETAIL 5-D . ry .� � ri..a v... uwu.�tio...�WAULK� Is TEMPORARY SILT FENCE DETAIL 5-B I. ILL NOT ttl SCALE DETPJL 5-E COFFER DAM DETAIL ,.,,... K PC RAW FXW WE m HM WKWFAM Non& 03 A5. M�AWD , Am WAR TEMPORARY STREAM BYPASS DETAIL 5-G °ro NA 87 �RZNGE ruM. a .r cpm OVA qgww MMM rum SEUQN ALONG FENCF SECTION INSTALLATION SEDIMENT INLET PROTECTION DEVICE DETAIL 5—F FINAL SUBMITTAL NOT FOR CONSTRUCTION IIIIIIIII �� (IIIIIIIII C Er NOT TO SCALE IN sm �m Em0. sy;z P= o re 9 IIIIIIIII �� (IIIIIIIII C Er NOT TO SCALE IN (ucvER�sl°nrq DETAIL 6-A No•tY AA�� � sn�RiN on�ii a oAi {mrs sxttp � W� c W*. vm4Ymx muu Wml ui"geis NsxoWA q onu s -o o Rws sxeEp niRn ebmC kern on muN. Q 5R ORAE c -E mR MP W n4 11FM Wins ©F�uAmNcR. s sxgyN N �RucR a oR'c jix� sx¢» MAcnn DETAIL 6-B µo y�EcniTON �� �� ��de ZONE A �wP — S W� � — — — — — — mW�KCEiRAndl� � �. ;��^E^E )l� ZONE a iu4nNc>E�ry�d ( • ZONE C IZEd' YINWu11 • • , RsnNo m[ FLOW - — - — - � - �-- - CREEN CENTERLINE PLAN VIEW SPACING PATTERN FOR IV aTAKIN AND DINT P ANTIN • FlNAL SUBMITTAL DETAIL 6-C NOT FOR CONSTRUCTION 'den u.:a19"` �' w; w � . ,u� �mn�wP �I �. u ,'m"` DETAIL C JOINT PLANTING (IN RIP RAP) 0 w.n*uo< \,' DETAIL E DETAIL D 7 HIGH PERFORMANCE TURF LIVE STAKE (IN EARTH) DETAIL 6-D REIANCOHORMDETAIMAT ANCHOR FABRIC i0 EARTH FlLL FILTER FABRIC (MIRAFl 160N OR EQUAL) IVE PLANT SEEU -]5BN 4ATTINC OR TNG IS CDAIPLETEO. STREAIA LEVEL a .Nn mun nNA ner,. RUA � n 's � � � I� Z$r�"' � v� ZONE A .muey inn ��nm .®,mm.r �.,r,e.r�n IwWo aaNq w - 't ®Mwm o1�uW +oo.n. a«u.o u -I. nu n � mn � no• +�E,eE�R. �wnnyn ani ,s u�w.o. .� ®..�.� - +L�.n�Em.�...e,n.n� m r".n"wx. n,w.n.�,.v. .IW. i «•, ...n n, .n wb um,a � nen .�n:'®o0 w.na ,.. n n� �aRm >uE ,n .nom o. R. .n n�,bl.,,`w.�L.nee�,• IM.,., .� n n �m�n ��, m Annnne „-,�,. ,n..rR.n.w„ �.. � r. mn� -. - I��r- �wn�v..,.�� .�RrA n.n.m mom, ..w , w„n. wem mR,w w. man, �.n ®... i:,. a mnrn u-�. nu w.. ... nP� ..n m a um ..n �„ .u+A...wmR. rw win,. R.n mnun, .le m.na„vmR m�LER�� 4 amen wra rmY� n. W aW � w m a mywn Ise nu ZONEc wm�M rWI"�i "� �. oaMe la wixn w""nu lmmw� wyo u�Ea"'bP'�"'pm IWNR �P9 µo y�EcniTON �� �� ��de ZONE A �wP — S W� � — — — — — — mW�KCEiRAndl� � �. ;��^E^E )l� ZONE a iu4nNc>E�ry�d ( • ZONE C IZEd' YINWu11 • • , RsnNo m[ FLOW - — - — - � - �-- - CREEN CENTERLINE PLAN VIEW SPACING PATTERN FOR IV aTAKIN AND DINT P ANTIN • FlNAL SUBMITTAL DETAIL 6-C NOT FOR CONSTRUCTION 'den u.:a19"` �' w; w � . ,u� �mn�wP �I �. u ,'m"` DETAIL C JOINT PLANTING (IN RIP RAP) 0 w.n*uo< \,' DETAIL E DETAIL D 7 HIGH PERFORMANCE TURF LIVE STAKE (IN EARTH) DETAIL 6-D REIANCOHORMDETAIMAT ANCHOR FABRIC i0 EARTH FlLL FILTER FABRIC (MIRAFl 160N OR EQUAL) IVE PLANT SEEU -]5BN 4ATTINC OR TNG IS CDAIPLETEO. STREAIA LEVEL a .Nn �g v� O 's � � ,y � °o � W H - _J F S F LL. W J Z O H— Z C ARIES 6"-12" I 1 D-22-18 I. w I NOTE: 2� NA GREEN ELOSTANES WT FEFER TO USOA �/EBSITE Ai HTTP://PIANi5.U5pACOV/PIANIi �I � 51REA1� BEp ELEVATIpN OR ApDI11pNAL DETAILS FOR ANT DF THE LISTED SPECIES le. PLANTING SCHEDULE RIPARIAN ZONE PIEDMONT REGION) DETAIL 6-E TYPICAL STREAM BANK STABILIZATION NO FERTILIZER TO BE USED WITHIN 10' OF BANK DETAIL 6-F 1 "=4D' 710220 J_ Q H W WINTSON-SALEM/FORSYTH UTILITIES SOUTH FORK INTERCEPTOR NO3 OUTFALL e SURFACEFLOW 0 I DIVERTED BY SJALE a' 1 — ®� SURFACE FLOW D ERTED BY 1w 1 *FDL AND ARMORFLEX MATTRESSES (OR APPROVED EQUAL) PIACED IN STREAM BED SHALL NOT EXCEED THE ORIGINAL STREAM BED / ELEVATION UNLESS APPROVED BY THE ENGINEER. - �V ALONG EDGES OF ARMORFLEX SCE aNDERR W OI A / f l ARMORFLE% OR APPROVED EQUAL AGGREGATE APPROCH OVER RIP -RAP+ 1:5 (V: H) MAXIMUM SLOPE ON ROAD SURFACE FLOW DIVERTED BY SWALE SURFACE FLOW DIVERTED BY SWALE ARMORFLE% APPVED �11­'RITRNE�A�'R"'.EZ UNDER X467 STONE RI -RA AGGREGATE BED OVER GEOTEXTILE FlLTER CLOIH (AREA OF CIL—EL FLOW) X. .y�i 'iT r�ri'iL''_I. r'IS .�r .Y ,=.=I..�..:_ .. CALIFORNIA BEARING RATIO TEST BR% 2 3 4 5 Unrelnforcetl Stone 61 31 20 15 N Thickness, H Reinforced Stone 36. 16 0 B 0 Thickness, H (InJ •2 LAYERS OF B%1100 OR BX1200, AT SUBGRADE AND MIDDLE OF DRAINAGE ROCK PERMANENT STREAM CROSSING DETAIL PERMANENT STREAM CROSSING N0. STATDN DIA (IN) LENGTH MATERIAL WASS LL VIERN (F 1 40,00.00 NA 20 FDRD THICK NA Q NA T 1 44180.00 NA 20 FORD N� NA 3 57,50.00 NA 20 FDRD NA NA 5 71 -SOW NA 20 FDRD NA NA 2� FORD NA MA TABLE Detail D-7 Detail Sheet D-7 South Fork Muddy Creek Attachments ATTACHMENT G: Alternative Plans January 25, 2019 CWS Project No. 2017-0446 FINAL SUBMITTAL / Alternative 1_ Jluora,\�/IIII I Ili NOT FOR CONSTRUCTION vLooPi) \ 1111 /III I III P 11 I GDNITRUGSON _ — IIIIII j ' z \ / \ C— RO ENTRANCE PER DETAIL 5-E HVWA'�+ I III g mz QdI I E�og FEMA 100 YR. pROPUNE FLOODPLAIN (TYP.) \ I I I II b Z (TVP.)ERtt "CU CTIRENFT—TIONDEMOLITION i �lC o: (� ] \ E -'LG IB- IAN I r I I III I FLOODPLAIN THE FFMA 100VR SEW£R 1 DUKE POWER m \.� r -i(.x OIN33ae x-aT-aTee.aq_ I I I IIIIIII I \ \ 1 \ ( (OVERHEAD EL (TYP.) I II I I I 11l LIFT STATION DEMOLITION III �I I IIIJI//' xaPs,,s (SEE SHEET C-3) _ \ IJ r J / E \ / INSTALL DETAIL SKDCHECH II IIIIIII Q IIII III U) �oTµ.a !; / IIII 11111 Yh 1111111 W O . 111 afO Z / b�llV �� N G II IIA I� III,,��III 0 O Permanent stream crossing for v IT# HN. s,,, -NT -T !_ . PT EiAIL S -H" <� ` / 1 111f / I �(IIJ I III a I I) )1i _ o construction access. 60 If 1>°a� OT A I J \ X = < SII 'IIIIII VIII �/ I O 0 JfL(r\ / II PIIII a U) `�"i3 - Hilo s• l / ` NIS \ LIMITS OF DISTURBANCE ` �\ .� " / \ III IIIIIIIII I I I II IIII O (J,f COLLECTOR LINE #2 \ $ \/ \ �, ^ J ) / r III III III I I I III III III V W (SEE SHEET SS -11) 1 99a r. ') To � ��� j pll 1 FI)I�'llll w EASEMOENTD WIDTH PERMAVANENT R ES (I /� ✓OO >_ D MENTA rZ — I III 4 I >Z O) STREAMPANK RESTORATION is —\a a s/s 5•p�—,qF 'e // \I IIIIII11 III GORDETAIL LFEACH SIDE �� DETAILMGBANK REITORARON STAB'5 IF RIP ILIZATION RAP _ �E}0 LG EACH SIDE 2000ISFRMAT & PLANTINGS ON PLAN1011G5 MAT & \ O 5 l�NRIF YauDv CgeIX N Sr 7yiR covs� qN i I II iss Tr.>ERM. EASEMENT SILT GE7EE PE DETAIL s -S (TYP.) STREAM BUFFER (T-) / x 11 SILT GErvcE ouTLET J P ` \ ^� \ \\\; npproa. 1 xIIF\ �h III I I 1 MATCHLINE Dote ool J1j1IVIIIIII111I�f1 ��s�V �e — \ — I �III11 II / (SEESHEETEC-2) 10-22-18 TAX ON 1.2 sR'SeT..DD \ l II I k l III 1\ a. FEMA GLOODWAY \ _ Ex Jo'snN I I III II I� Orvn: JD \ \ II IIII U RAPH1c SCALES WT / NOTES 0 HORIZONTAL Scole: I \ B ANNGAN V GEECT.NA — / ~ J ` 0. IIII 11 EROSION DIITUR ED AREAS TO BE SEEDED AND �—� 1 -40 I \\I I\\I\\\ \ (IEE SHEET EC -2) _ .! — _ \ �\ — 1 ` IIII mon - as I\ \ MULCHED IMMEDIATELY UPON COMPLETION OF 1 \ \ \ \ 7 — _ — — - - _ _ — — \ I I II CONSTRUC110N. 1t Propei Nunber: \\ l \ \ J I �`^ 1i 2, EVERY 150 lF AND WHERE LOW SPOTS E%IIT '\'RRR'19CAL ••.••✓� ✓ \ ��!! IN TOPOGRAPHY THAT CONCENTRATE FLOW 710220 ALONG SILT FENCE, INSTALL SILT FENCE —� CUTLET PER DETAIL 5-C. EC -1 Page 7 of 39 10/24/2018 / 1 I I I / / / / J PRCPERTYTMPN) 1 / / / OVERHEAD ELECTRIC / EXISTING SAN. SEVER/ PROP TEMP. �TION CONST5—E ENT=ANCE PER DETAILAIL 5—E -- ---- - - _--------_____--__- --- ��� _ --- ---- ------ ---_--J CREEK PARKWA Y --------- ----- -- — / -------- — (c-1sl _---- —< SILT FENCE PER DETAIL 5-B (T P.) PROPOSED TEMPORARY I l� CONSTRUCTION EASEMENT Ja (TYP.) Alternative 2: / PROP TEMPT'N /ETRANCE PER DETAIL 5—E/Wetland Impacts / I / GRAPHIC 9CALE9 HOR60NiAL p w AL DISTURB NDTEB: ETOSIALL DISTURBED AREAS TO BE SEEDED AND—� MULCHED IMMEDIATELY UPON COMPLERgJ OF mon ao I_RYONST 015 RCN. / I / // / �y / / / / 2. EVE 50 LF AND WHERE LOW SPOTS O IST ' t�TICAL2 / ALONG GRAPHY FENCE, THAT SILT FENCEOW �—� �m J J Q LL W F J J � � M Z 0 O O0 x Z p o a W 0 O � U Lu 2 Q' W W °6 J Z Z �) Y Lu 0o W Z x (n O � EW-: WT 1 "=40' EC -2.1 — IIIlfllll 11 / ® i j, � 1111111111 111111111 / Cyll ✓ / 1 r ) II 111111111 11 l � ` c �I IIII I SILT FENCE OUTLET PER)ETAIL 5—C h I1�110 -or R111111� 11 /� - I /:I A. Tru k: STA. IO+B7.2 1005 j I I „ P. MANHOLE71 ®' L 4s i7 IN e _ / 1 I I I / / / / J PRCPERTYTMPN) 1 / / / OVERHEAD ELECTRIC / EXISTING SAN. SEVER/ PROP TEMP. �TION CONST5—E ENT=ANCE PER DETAILAIL 5—E -- ---- - - _--------_____--__- --- ��� _ --- ---- ------ ---_--J CREEK PARKWA Y --------- ----- -- — / -------- — (c-1sl _---- —< SILT FENCE PER DETAIL 5-B (T P.) PROPOSED TEMPORARY I l� CONSTRUCTION EASEMENT Ja (TYP.) Alternative 2: / PROP TEMPT'N /ETRANCE PER DETAIL 5—E/Wetland Impacts / I / GRAPHIC 9CALE9 HOR60NiAL p w AL DISTURB NDTEB: ETOSIALL DISTURBED AREAS TO BE SEEDED AND—� MULCHED IMMEDIATELY UPON COMPLERgJ OF mon ao I_RYONST 015 RCN. / I / // / �y / / / / 2. EVE 50 LF AND WHERE LOW SPOTS O IST ' t�TICAL2 / ALONG GRAPHY FENCE, THAT SILT FENCEOW �—� �m J J Q LL W F J J � � M Z 0 O O0 x Z p o a W 0 O � U Lu 2 Q' W W °6 J Z Z �) Y Lu 0o W Z x (n O � EW-: WT 1 "=40' EC -2.1 — i v Cyll ✓ / 1 r V / I c �I IIII I SILT FENCE OUTLET PER)ETAIL 5—C FEMA FLOOD— (T Il I I 11 i7 / 1 I I I / / / / J PRCPERTYTMPN) 1 / / / OVERHEAD ELECTRIC / EXISTING SAN. SEVER/ PROP TEMP. �TION CONST5—E ENT=ANCE PER DETAILAIL 5—E -- ---- - - _--------_____--__- --- ��� _ --- ---- ------ ---_--J CREEK PARKWA Y --------- ----- -- — / -------- — (c-1sl _---- —< SILT FENCE PER DETAIL 5-B (T P.) PROPOSED TEMPORARY I l� CONSTRUCTION EASEMENT Ja (TYP.) Alternative 2: / PROP TEMPT'N /ETRANCE PER DETAIL 5—E/Wetland Impacts / I / GRAPHIC 9CALE9 HOR60NiAL p w AL DISTURB NDTEB: ETOSIALL DISTURBED AREAS TO BE SEEDED AND—� MULCHED IMMEDIATELY UPON COMPLERgJ OF mon ao I_RYONST 015 RCN. / I / // / �y / / / / 2. EVE 50 LF AND WHERE LOW SPOTS O IST ' t�TICAL2 / ALONG GRAPHY FENCE, THAT SILT FENCEOW �—� �m J J Q LL W F J J � � M Z 0 O O0 x Z p o a W 0 O � U Lu 2 Q' W W °6 J Z Z �) Y Lu 0o W Z x (n O � EW-: WT 1 "=40' EC -2.1 South Fork Muddy Creek Attachments ATTACHMENT H: Construction Plan Sheets January 25, 2019 CWS Project No. 2017-0446 —SSE — =S ro' N"7'/SL f1' /NIN i V \ I PLUG EXIST. SIPHON ABANDON EXIST. x SIPHON BOX EX/ST. LIFT STATION TO \ / \ BE ABANDONED 1 /\ (SEE SHEET C-3) 730 730 ■■■■ ■■■■■■ 0+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+50 FINAL SUBMITTAL NOT FOR CONSTRUCTION ABANDON PIPE AND FILL WITH FLOWABLE FILL WITHIN ROW I _ Appiwd of these water do sari my sewer plans does not constitute approval for coo mictiaa Approval of constructivin must be in iiamual written apxeenaerrt Faffore v obc= such agreesaent priw to bei a of camshvcu dan. will relieve rhe City of any, financial participatiom in this project C7 C Y OF WNSTCK SALLM BY: Waur & Sewer Udbdes Director Leave Approval by the UtiLities Director of the Rater and seiner tnfrastrucruts depicted m these plans dices not constitute approval for any other purpose than that sept forth in. Section 64 of the 'Fater System Pbbcy and Section 34 of the Sewer System Policy of the City City L:tllity Cominnsitm. To the extent other permits, Licenses, permissions or the like nnast be obtained to complete this project such .are specifically not granted by this appwv31 and must be Iabmined by the Det eLz�re_ ou1d or his desiguee. CTIF OP A-USTON-S..UEM FROSIONCON-MOL PER.-[ \'LAIDFB PIAN APP&OL'EO WATER SPRTR ACING FERNif REOURED OATS PRICR Td UNO DISTUR&NG GRAPHIC SCALF HORIZONTAL 0 20 40 1 inch = 40 ft. VERTICAL 0 2 4 1 inch = 4 ft. 0 w ry n a w n (0) VJ LU 2 U) 0 LL W J Q C/) z 0 C/) z Q H 0 C'7 0 z 0 LU U W F --- z v ry O H s 0 C/) a as a 4 CO bz 65 N O U to 'c% 0,0tz w o aS a � •� C co 1.1 ■■■■■■■■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■VINT ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■ PER DETAIL 1-H N1■■ PER DETAIIL 11H■■■■ ■■■■VENT ■■■■■■�■■ ■■■■■■■■■■�■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ 1■F■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■ ■■■■■■■■■ 1�1■■■■���J■ ■■■■■■■■L`■■■I�■■■■■■ ■■■■■■■■ ■■■■ ■■■■■■�� It■ ■■■■■■■■■■ ■■■■■ ... ■■■■ ■■■■■■■■ ���■■■■■■■ I■ I�i�:ll�■IA!�1■■ ■■■■■■■■■■ ■■■■■ ■■■■■■■■■ M/ i■!JI■■l,�'-■■ ■■■■■■■■■■ ■■■■■■■■■ ■■■■■■■■ .. : ■■■■■■■■ ■■ i■■■■■■■ ON ■■■■■■■■ ■■ ■■ ■■■■■■■■■■■■■■■■ I■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■ ■I.. , ..■■■■■■■ ■■■■■■■■ ■■ ■■■■■■■■.7■ ■■■■■■■■■w ■■■■�:■n■■■ ■■■■■ ■■■■■■■■■■ ■1■■■■■ ■E■■loop ■■■N■■■■■■■■■■■■■■r■■■■■■■■■■■■■■ ■■■■■■ ■■■■■■■■1:�� ii�7■■�■■■ ■II ■■■■■■■ ■!!:::�\■■■■ ■■■■■■1 r ■■ ■■\■��■■■■ ���■■w��l;!� ■��■��■■ri` �rr�r■■r\i� ■■r■r - - --- ■■■■■■■n I�■ i1 i■■■■■�. r�. ■:■:■.� ■■■III■►■■■� ���■■■■e�. �■■■■■ ■■■■■ II ■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■ 11 �■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■ ■■■■■■■1111■ II IC!!�ll�■■'t I■�,'I■■■■■■■■ ■■■III■■`:■■ ■■■■■■■■■■ ■■■■■■- . ■■■■■ ■■■■■■■1111■ �II11��- �■�■�►�� I■1�I■■■■■■■■ ■■■III■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■� II I■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■� m4■ n n� IIII Im�Ei�� ,Z�Z ��11■■■■■■■■ ■■■_ II���iE��E ���������� i�■�i�i��■ii ii��i��i it li i��i�����i ��■■■■■■�■ ■e■■� '1111 �� 1■■■■■■lil �■I►5t■■■■■■■■ ■■�� ISI �■� :. . • ■■■■■■■■ ■■■■■■■■■■ ■■■■■■■111 �■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■ ■■■ , ■■■ ■ 111111 :. .. I I■I#M■■■■■■■■ ■■n ISI I■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■1111■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■ ■■■■■■■A __• 111 �.�������� �_�_�_�_ __�_�_�_�_�_ ��__.I�i i=====_ ■■■������� �����■■■■■ ■■■::ii:ll ii iiiiiiiiii iii■■■■■■■ ■■■■■ ■■■■■■■■ ■111111■■■■■�■■ ■■■■��■■■■■ ■■It Ill ■■■■■■ ■■■■■■■■■!� �■■■■■■■■■ ■■■■■■■1111■ ■■■■■■■■■■ ■®��lm■■■■■ ■■■■■ ■■■■■■■1■ n�11'i ��■■_■��■■ �?M��', 'i��■■■■ ■■� I■ ■■■■■■ ■■■■■■■■�?� ■■�■■■■■■■ ■■■■■■■1111■ ■■■■■■■■■■ �G�����■■■■ ■■■■■ ■■■■■■■1■ ■111 �■■■■�Il�1! Ili:, .; '�■'D�■■■ ■■■III ■■■■■■ ■■■■■■E�G'■� �■�i��■■■■■ ■■■■■■■11� I■ ■■■■■■■■■� ■Ii�Iii�iii�■■■ ■■■■■ 60 LF BURIED CROSSING DETAILSTREAM W/COLL■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�■■■■■■■■■■■■■■■■■■■■■■■■■■ems■■ .©■■�■■■■■■■■■■■ 0+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+50 FINAL SUBMITTAL NOT FOR CONSTRUCTION ABANDON PIPE AND FILL WITH FLOWABLE FILL WITHIN ROW I _ Appiwd of these water do sari my sewer plans does not constitute approval for coo mictiaa Approval of constructivin must be in iiamual written apxeenaerrt Faffore v obc= such agreesaent priw to bei a of camshvcu dan. will relieve rhe City of any, financial participatiom in this project C7 C Y OF WNSTCK SALLM BY: Waur & Sewer Udbdes Director Leave Approval by the UtiLities Director of the Rater and seiner tnfrastrucruts depicted m these plans dices not constitute approval for any other purpose than that sept forth in. Section 64 of the 'Fater System Pbbcy and Section 34 of the Sewer System Policy of the City City L:tllity Cominnsitm. To the extent other permits, Licenses, permissions or the like nnast be obtained to complete this project such .are specifically not granted by this appwv31 and must be Iabmined by the Det eLz�re_ ou1d or his desiguee. CTIF OP A-USTON-S..UEM FROSIONCON-MOL PER.-[ \'LAIDFB PIAN APP&OL'EO WATER SPRTR ACING FERNif REOURED OATS PRICR Td UNO DISTUR&NG GRAPHIC SCALF HORIZONTAL 0 20 40 1 inch = 40 ft. VERTICAL 0 2 4 1 inch = 4 ft. 0 w ry n a w n (0) VJ LU 2 U) 0 LL W J Q C/) z 0 C/) z Q H 0 C'7 0 z 0 LU U W F --- z v ry O H s 0 C/) a as a 4 CO bz 65 N O U to 'c% 0,0tz w o aS a � •� C co Apprvd. Date: 10-22-18 Chkd: JD DrWn: WT Scale 1 "=40' Project Number: 710220 Sheet: SS -1 W LL 0 0- 06 z Q CL M ,� III �,�I��o I IIII ` ( \ j YI. O N w '0 P GRATE=713.58' Q II ow Zq GP INV OUT 711.52' N LU I ww II r( I I Ln I I 1111 // DUKE POWER OVERHEAD I I COLLECTOR LINE #3 U LU II II w ELECTRIC LINES (TYP.) II I, 1 (SEE SHEET SS -12) IRRIGATION SPRINKLER Q �. I I I II I� �� HEAD (TYP.) o �� N PA CEL #4 �, RELOCATE EXIST. IRRIGATION STA. 8+79.62 III j IIII J� I GEORG L. VEACH LINES AND SPRINKLER HEADS / / IRRIG ON I I II ! / I EMMA LOU VEACH n YI / 71 PROP. MH 100 I IIII I I (I I DB 2026, P . 3125 (TRACT 1) v OUTSIDE OF PERM. EASEMENT GRATE=715.01' f CON R = 716. 3 / I I 155 LF GUARANTEED I I I of I \ WHERE REQUIRED CL IN 714.10' �� TRENCHLESS CROSSING PER WILSHIRE COLF CLUB, INC. v - DETAIL 4-D I IIII DB 2982, PG. 2861 (TRACT 6) B o1 //� I �I w STA. 10+84.08 +00 'E J 1 I II ��I I O --' ROP. MH 100 22-77-7063.0 „9th„„10th„ i �� I.Bo2 RIM = 715.78 FAIP�n/AY TEE Box 9+00 III I I RdllI I I m_ — -- - - -- II o SSE 10M-718.40' CL INV -708 ABANDON EXIST. PIPE IN PLACE AND FILL WITH FLOWABLE FILL WITHIN ROW z � III I DUKE POWER _ OVERHEAD ELECTRIC LINES \ JJ6� FINAL SUBMITTAL NOT FOR CONSTRUCTION ULUKUt L. vtH�,r, MMA LOU VEACH B 6, PG025 (TRACT 1) WILSHIRE GOLF CLUB, C. NEW CART PATH DB 2982, PG. 2861 (TRAP 6) ALIGNMENT TO REPLACE EXIST. CART PATH AS TAX PIN: 6822-77-7063.00 ou REQUIRED PER DETAIL 7-D \lam TM T^' ME IVE L @� — t— Tom/ r N Cn BOX zun PROP. TEMPORARY CONSTRUCTION EASEMENT REMOVE EXIST. CART PATH WIDTH VARIES "10th” AS REQUIRED PRIOR TO TEE BOX RESTORING SURFACE TO 0'40 PAVED GRADE AND COVERING W/ 1007 CARTPg7 TEMP. SEEDING TM TM TM- TM- -- �i vv ccc Sty SSE SSE SMH7542 ABANDON EXIST. RIM -715.88• MANHOLE IN PLACE CL INV -706.54' PER DETAIL 4-A (TYP.) SSE -----� SSE ---- PE '�- PE\ PE T 19+27.14 PROP. MH 1008 D/i/ - 71 R on - SSE SSE - SSE ABANDON EXIST. 36" RCP SEWER IN PLACE 411111LOXX 10+00 1 1 +00 12+00 13+00 A s ME 15+00 16+00 17+00 18+00 19-1-00 52 0 w o- a a Li a L a � as :D • OFFSET:,6 DEPTH TO REFUSA• :•'• •�10+68.20 OFFSET: 9• DEPTH TO REFUSAL: NONE ■r■■■■■■■■■■■■■■■■■■■r�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ U Z N a A M O P4 o M �t a M ■■■■■■■■■PETERS CREEK PKWY.■■■■■■■I■E■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■ONEE CROSSING■■■■■rl■I■�■�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■ ■■■■■■■■■■■■■ i■ie■Ai■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ems■■ .• ■■■■■•MIMMM,=T1OPO1F I 1 000EMANHOLES �■I�F�I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ TO BE FLUSH WITH GRADE THROUGHOUT COURSE ■■■■ ■■M■ I■■■■11■It■■ iii ■■■■■■ ■■■■■■■■■■ ■■■■■GOLF ■■■■■■NEEM ■■■ 1 VEINT PIER .. \E■■■■■■■ ■■■■■■■■■ ■■■■■■■■■■ ■■■ IE■■■■■■ ■■B§Ji ■IIS ►■■■ Is E ■■ ■■■■■■■■■■ 'BASE i■■i■i■■i■ ■■■■■■■■■■ FLOOD .. ■■ ■■ ■■■■■■\\■■Eli■■■■■■ ■■■■■■■\■■ ■■■i■■■■►�■ ■■■■■■■■■\ MSE � ����■■■■■■■ ■�F�lil■■■■■■ ■■■■■■ ■■■■■■■■■■ �� ■■■■■■■■■■ ■■ ■■■■■■■■■■ ■i'� ■■■■■■■■■■ ■■ I I ice■■■■■■■ � I iE�i�iM■■■■■■■■ f��1��4��ii■ ■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■MMS■■■■■ ■E� iii ■■���■■■■■ I��■■■■■ E��wi'e�ii ■■F:��� ■■■ F■■��� ill■ __ ■ ■�I■____::::.::::.::ii■ ■II■■■■■It■■■ ■I■■■ ■■■.t■■M■ ■■■1\■■■■ ■�!�l��l�!!1■■■■I' I ■� ■��■■i■■■■ I�IifY iilf`ilii■■■■■ 1!\� �� ��■■■■■ ��•�-MEN■■■�''���r••..�E■■ 1\■■■ ■l� ��■■■��r��_ �.��.�I�■�Il�r ■■■rte■ ■■■■■■ \�11■■ r� �►.■ a ■■■■■■■■■ ■■III■■■■■■■ ■■■■■■■■■ ■� `�■1■■...•------____ II I■■■■■■■ ■■�!■■■■■■ ■■■■■■■■■■ ■■I ■ ■■■■■■■ ■\ ■ .:. ■■■■ ■■■\I►\■■r I■ ■E■E■■■■ .. , . • � . • , ■■■■ ■■■■I1■Ii ■ I■ ■■■■■■■■, .... , . 1■■■■ ■■■■�IM��i ■ IM ME!ME!EM= ■■■■■ R' ■■■■■ _=MM!EM!M�■!EE!ME! ■I ■ Gl■■■■■■■ ■■■■■■■■■■ ■■III■■■■■■■I■■■■ ■■■■■■■■■■ ■■■■■■■E■� ■■I ■ ■■■■■■■ ■■■■■■■■■■ ■I ■ ■■■■■■■■ ■■■■■■■■■■ ■IIII■■�■■�■ ■�■■_ M■! �I ■■!E■!M ■I ■■■■■■■ ■ ■I a !ME!ME!M eeME!MMeE: MI I::E■�E■�M ■:E■iE■■E■ — ■E■■M■■■■■ ■■I ■■1 I ■■E II Ii ■=!E■EEMiE■ iE■E■i'I■■ ■ I■ ■■■■ 011■ ■■■■■■\\■■■ ■■■■�\.�■■ I■ 8" COLLECTOR LINE #■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■I ■ ■■■■■■■■ ■■■■■■■■■I■ ■1111■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■I ■I ■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■I ■� ■■■■■■■■ ■■■■■■■■■■ ■1111■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■I ■I ■■!��■_■_ ■■1111■ ■■■■■■\■■■ ■■■■_■►�1�■ _ IFA ■�!��■!��!■ ■!��!��!�■!��!��!��! ■I ■! !��!��!■ ■!��!�����■ ■11::�■��■�■ ■��■��■ice■ i�■�E■EE■■ ■■I �I ■■■■■■■ SII■■ � � ■■■■■■■■■M■■■■■■■■■ ■■■■■■■■■■ ■ ■I ■■■■■■■■ ■■■■■■■■■■ ■� 11 �������� ���■■■================� ■1======= I — -----_ --_ ■I.��■■■■■ 111■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■I ■� �■■�■■� ■■■■■■■■■■ ■� ■■1 ■ ■EE■■■M■■i M■■■■I ■■■ IY, COLLECTOR LINE #4 ■■■EM!!1111■■■ ■■■■■■■■■■ ■ ■I ■■■■■■■■1!�M■■■■■■ ■11■ I■■■■■■■ ■■■■■l3T���3i ■■■■■■■■■■ ■■I ■I■■■■■■ ■■I ■■I ■ ■ ■ ■■■■■M■MMO N■■■■I ■■■ Irf ■ ■■■■■■■■■■ ■■1!!Ff:'E�IE!=!�■■ ■■■■l.11�1�1i1:■'!■■I ■■■ I■ ■ ■■■■■■■■■■ ■mE�lJ�■ ■■■■M�MEEr ME■MMI ■■■ IA ■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■ ■I ■■■■■■■� ■III ■■■■■ETia ■ ■11 ■■■■■■■■ �MM[��■■■■■ ■11■ ��MIii■■■■ ■11� ■■■■■■■■■■ ■� I I■■■■■■■ ■■■EE���M� I■■■■■■■ ■■■iiiili�il�lif�lii`ri� I �EEEEEEM ■■____�--—��—���---� �M■■■■■■■■ iii�i■■■■■■_■_■_ - ■■ ■_■_ ■I ■■■■■■■ ■ II ■■_■_■_■_■__■ ■ ��---��-- ■■I -_ � I--����--��I—SII■�--��---��---��----���--�----���..��—�_______________------------ ----i----���-----__---_IIIII♦IIIII♦ I_IIII■IIIIIII1IIIIIII111111111_-----■������■�� I / ■■■■■■■■■■ ■. I / I • y ' �■■■■■■■ ■■■■■■■■■■ ■■■■■■EEEM ■■�------- NONE ENEENEEE■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■.•©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ems 411111LOXX 10+00 1 1 +00 12+00 13+00 A s ME 15+00 16+00 17+00 18+00 19-1-00 52 0 w o- a a Li a L a � as � CO Cn N O U Z N a A M O P4 o M �t a M i Apprvd. LL O C'7 O Z 0. 0 LU U W Z L.L 0 LL 2 O C/) Date: 10-22-18 CI JD � �� DrWn: 54" GRAPHIC SCALES WT HORIZONTAL 0 20 40 Scale: 1 inch = 40 ft. 1 "=40' VERTICAL Project Number: 0 2 4 710220 1 inch = 4 ft. 20-+00 Sheet: SS -2 w U- 0 0- 06 Z n PARCEL #4 I L I GEORGE L. VEACH "' Ln n 2MMA LOU VEACH �- —J m m, 6, PG25 (TRACT 1) vNi SHIRE GOLF CLUB, INC. m X82, PG. 2861 (TRAP 6) 1 PIN: 6822-77-7063.00 .�� 7CE TCE / TCE 7M 7CE— / rn TM TCE TME 7CE TM COLLECTOR LINE #5 o ( N SEE SHEET SS -13) N N N �— SPRINKLER HEAD m U Q U (TYP.) ) u„ w STA. 22+33.15 m w w PROP. MH 100 \) z w RIM = 717.94 m I = U N ~ PROPOSED PERMANENT 7 21 f EASEMENT (30') IE TCE \ ' SSE SSE — _ SSS° —� SSE —SSE SSE SSE ABANDON EXIST. 36" RCP SMH7544 � SEWER PIPE IN PLACE RIM -717.89' CL INV -708.8r FINAL SUBMITTAL NOT FOR CONSTRUCTION 0 IIo \ \ �+ .— REPAIR ANY SEWER LINES_— IMPACTED WITHIN EXIST. Q un _ PRIVATE EASEMENT j PER DETAIL 7-C ME \ II\ \ Z n LU — � II STA_ 7R+35.93 , I CONSTRUCTION USE __—»L UNDER CART PATH AS _\=___��e' REMOVE AND REPLACE -a% — REQUIRED ���� %CONC. STORM DRAIN PIPE UNDER– �� _ _ `✓ = SLAB RT ATH AS � � / CA P REQUIRED SSE S SSE S SSE —� / SSETEE S B � SSE— �_ %\� MARKER SSE —SSE _� —� �� / \ J�\�� kl-ELANITE)\ � � 7� � WI / l ` \\ � DUKE POWER OVERHEAD SSE / I 1 ELECTRIC LINES (TYP.) SSE — f I 7 0 l 55E SSE SSE SMH7548 ABANDON EXIST. MANHOLE IN SII N RIM -718.25' PLACE PER DETAIL 4-A (TYP.) \ o — CL INV -707.33' 0 \ � EXIST. STORM DRAIN PIPE (TYP.) � I \\ \ 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 ABANDON EXIST. 36" RCP SEWER PIPE IN PLACE GRAPHIC SCALES HORIZONTAL 0 20 40 1 inch = 40 ft. VERTICAL 0 2 4 1 inch = 4 ft. 52 M 0 w o' Q a w a W as 4 4 -bb o 0 01 O .� �U �z o� GQ a • bJ W 'p � � >~ Cz ga� 1� 4 CZ a M 0 7 VENT PER DETAIL 1-H ELEV.=724.00' I VENT PER DETAIL 1-H ELEV.=723.75' TA. 22 J. 1 BASE FLOOD ELEVATION (TYP.) RP.VNE RP =Q PR E"Al. '— EXIST. PRIVATE SEWER PIPE (APROX. LOCATION EXIST. GRADE (TYP.) AND DEPTH) EXIST. 13TH GREEN 7 O 7 0 74� 77 EXIST. STORM DRAINAGE OUTLET INV=714.75' (APROX.) -17777 EXIST. 36" RCP SANITARY SEWER (TYP.) I 1 EXIST. 24" CPP STORM DRAIN OUTLET INV.=712.65' (APPROX.) CART PATH f J EXIST. 8" VCP SEWER PIPE EXIST. PRIVATE SEWER LOCATION PIPE D P DEPTH) AND DEPTH) EXIST. 8" PVC STORM DRAIN OUTLET CL INV=710.28' (APPROX.) 1 8" COLLECTOR LINE #5L61 i 0 • Lr F PROP. 5" FIR? P A 00.10N 255.18 F 1 I PROP, 4 F P 2919.4 LF 0 Z-0 0 _ — .rL, U7— L 9U = 0, F.49 547 7 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 ABANDON EXIST. 36" RCP SEWER PIPE IN PLACE GRAPHIC SCALES HORIZONTAL 0 20 40 1 inch = 40 ft. VERTICAL 0 2 4 1 inch = 4 ft. 52 M 0 w o' Q a w a W W LU 2 W 0. 0 LL G LU W I Z 0 U) Z i H 0 M 0 Z 0 I..L W U LU Z Ny ry 0 H 2 �0 VJ Apprvd. Date: 10-22-18 Chkd: JD DrWn: WT Scale 1 "=40' Project Number: 710220 Sheet: SS -3 W J LL 0/ L^^.L I..L W Z Q n as 4 4 -bb o 0 01 O .� �U �z o� GQ a • bJ W 'p � � >~ Cz ga� 1� 4 CZ a M 0 W LU 2 W 0. 0 LL G LU W I Z 0 U) Z i H 0 M 0 Z 0 I..L W U LU Z Ny ry 0 H 2 �0 VJ Apprvd. Date: 10-22-18 Chkd: JD DrWn: WT Scale 1 "=40' Project Number: 710220 Sheet: SS -3 W J LL 0/ L^^.L I..L W Z Q n REMOVE AND RELOCATE EXIST. IRRIGATION PIPE AND FITTINGS OUTSIDE OF PROPOSED EASEMENT AS REQUIRED SSE � GOLF COURSE OWNER TO mill RELOCATE IRRIGATION SUPPLY a /N���a PRIOR TO CONSTRUCTION o � � 740 Jwigs pqR I I 2982 RE GGPG 1'�-� #S I pl 6822-h (ry 'NG- STA. 39+30.78 I 9jr3683 00') PROP. MH 10 15 STA. 37+34.32 REMOVE AND REPLACE CART RIM = 724.33 1 \ F%P9^P9 I // / 4 ^ 4 ;"i --721.9:t CL INV -70&W o Ar �� \ <-A un s vo un wo J I3'MH�554 E T . 40+ 2. a l ROP. MH 101 RIM = 722.92 jS51- AL s1AL SUBMITTAL T FOR CONSTRU 740 ■■■■ as CO N O C/) �U r�z oa LU ■ " t A • w +.J +•' o co �z a$ C a� s~ Q w 0 � U 2 � a ON . LL � CN M 0 ■■■■■■■■■■ 0 ■■■■■■■■�f LL U06 G ■■■■■■■■■■ Z W LU J J ■■ Q ■�11■■I U) — ■■NNE Z ■■■ 0 0 LL U) Z _ 0 C/) N■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■ ■■■■■■■■■ ■■El ��i■■■■ ■■■■■■■■■■ ■■■I■■■■■■■ ■11= .E11■■I �EL11 ■■■■■ ■ CART PATH 1017 ■■■■■■■■■■ ■■■I�i■■■■■ ■■■■■■■■■■ ■■■■■■■i�l� �i■■■■■■■II ■■■■■■■■■■ ■■■■ �iEl�i■■■■■ ■■■■■■■■■■ ■■f� ■�'!■■■■ ■■■■■■■1L �mQ��MH ■■■■■■■■■■ ■■Eiil�■■■■ ■■■■■■■■■■ ■■■■■■■■�F�.i E■■■■■iii■ ■■■■■■■■■■■■■■■■■■■■ ■■■� II I\'ii■■■ ■■■■■■■■■■ ■■� � �i■■■■ - ilf� �i����. ■■■■■■■■■■ ■■EiEl■■■■ ■■■■■■■■■■ ■■■■■■■i:: .� ■■■■ri■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■ V I■■■`i\ ■■■■■ITEAM BANK,■i�i�l' ' i■■■■ . , , �� Er■iE ■■■■■■■■■■ ■■i1€■■■■ ■■■■■■■■■■ ■■■■■■■■rl■ ■■■II■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■ I■■■■■\ Edi■■' : ' :\■f __ :�l.����■■■■ ■■■■■■■ ■■■■■■■ I I■ ■■■■■ ■■ :. .. ■ .. . ■■■��e■■■■■ ■■■■■■■■■■ ■■■■■■■■�1■ ■n■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■ n 1■■■■■■ ■■■■E._ :. ■■■■■■■ I■ ■■■■■ ■■II ■■E�F��■ ■■■■■■■■ ■■■■!E=i� �i. �■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■ 11 I■■■■■■ ■■■■■■■■,• ••. i�l1i_iiEE �iii::ii i ii iiiii ■■raw■■■■■■ ■■■���.► .. .........: .:::::::;:::::■■■■■■■:::::::::::::::■■:iii 11 I■■■■■■ ■■■iiiii■■ ■■■ II �■■■■■■ ■I■■■■■■■■ iii ■■■�■ ii■ ■■■■■■■■■■■■■n■■I/iiE -■�iEE.ii■■ ■■■■■■■■III ■ ■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■ ■ I■■■■■■ ■■■■■■■■■■ ■■■III■■■►�■■ ■I■■rr.E-■r iil l rri■■ OEM,iii■i�� ■■■■■��■■■ ■. ■■ �'::i�■■ ■■■■■■■■■■ ((` IG ■■■■■■ ■■■■■■■■■■ ■■■■■■■■I ■■■■■■■■I M ■ ■■■■■■■■■■ 11 ■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■ ■■■ M I■■■■■■ 11 I■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■III ■■■' �■■ .. .. �;■■ ';�\■ ■I■■►, ■■■■■III ■I■ - '. .. ■I■ DETAIL ' ` I I I I III 1 ■e ► ■■ ■■■■■ ■■■■■■■■■■ ■■I �I i■■■■■ ■■■■■■■■■■ ■■■■■■■■111 ■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■ 11 ■■■■■■ ■■■■■■■■■■ O I ■■■■■ ■■■■■■■■■■ ■■■I ■ ■■■■■■ ■■■■■■■■■■ ■■■■■■■■I ■ ■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■ V ■■■■■■ ■■■■■■■■■■ ■■■III■■■■1�,�■ ■I■11'liiii■_! III I E■�ii. ■■■■■■■■■■ ■■■I M ■■■■■■ ■■■■■■■■■■ ■■■■■■■■I ■ ■ ■■■■■■■w■■ Eiiii!ii!E E!ii!iE_iE Ei■ ■'EE■ii■ ii■ii■:-■i■�i i■Fi iii i■�iiii�':IE EI�Ir111■■■■■ III I ■■■■■ !ii!ii!iE: EEEI:1 EiiEEE E.iEii_ _ -.. SANITARY SEWER ■■■■■■I iEEiii ■■■■1111 ■ 111 ■ ii■ii■t■■■ ■ ■■■■■■■■■■ ■ ■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■ ■■iiiiiii� ■■■■■■■■■■ �!■�i!ii!■�E!'�' ■■■ ■■■ ■ i■■■■■ 11 ■■■■■■ ■ i.. �._�■ii■ ■■■■■■■■■■ ■■■■■■■■■■ ii■Fi■i110 ■■1111■■■■L,1 ■■1111■■■I■■►:\ 111 NMI ■IIID■■■■■■ ■Ir�j�ll■iiii ill/;%NMM■■M III III!!■�i!! III I ■■■■■ I ■■■■■ GRAPHIC ■■■■■■■■■■ ■■■111 ■■■■■■ ■■I■■■■■ ■■■■■■■■■■ ■■■ U ■■■■■■ ■■I■■■■■■■ 111111 !ii!ii!■�i! EE!' ■■■ ■ E_iEEE EEEiEiiEEE ■i ■■■■■■ ■■■■■■■■■■ EaiiEfiii ■■■■■■■■111 ill ■ iEEiiiiE■E ■ ■■■■■■■■■■ E■■■■�■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■ ■■■ ■ ■■■■■■ I■ ■■■■■■ ■■■■ COLLECTOR■■■■ . 11 I ■■■■■\� 111 I■■■■■■ \II%I ■■■■■■■ ►`11��■■■■■■■ III III I ■■■■■HORIZONTAL I ■■■■■ ■■■■■■■■■■ ■■mi■■■■■■ ■■■ 11 ■■■■■■ ■■■■■■■■■■ ■■■■■■■■ 111 ■ ■■■■■■■■■■ ■■■_■_■_■_■■■■ ■■■■_■_■_■w.■ ■■� I����� ���������� �_■ ■___�■��= ,___■-_-__-_-_ _■I■■■�� ����lf�■■■11111 E■■■I■■■■111■ 1� . ____-_-_-_ I ■■■■■VERTICAL I ■■■■■ ■■■■■ I ■■■■■ -- ' -- 1 inch 4 ft. ------------- ■■■■■■ ■■■■�i!�1�■■ ■I ■■■■■■ ■■■1l�:�-E�E�lr'■ 111 ■■■■■■ ■■1*G�ll�3�1�Q�1'� ■■��■��� ■■■■■■■■III ■■■■■■■■ ■■■■■■■■ 111: DI ■11 ■iiiEE:::i:i■■■■iiiilii■■■■■■■ ■ ■■■■■■■■■■ ■ ■■■■■■■■■■ ■ ■■■■■■■■■■ ■■■■mF�Sm■■ ■■■��Ei�i�■ ■■�I���LIiiL`�■1� ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■III ■■■III ■■■ ■■■III 10 ■■■■■■ ■■■■■■ ■■■■■!1!fi�ii�ilAi�l���i!■■ ■■■■■ill ■■■■■■■■■■ wEi■■■■ iii■iiYiri�■■■ ■■11 X111■■■■II ■■11'1 I■■■1111�4.4!�_fi1il■■■■1111 ■■1111 I■■■!!!1!�Ili� ■■1111■■■111iE ��������=====111========__■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■111 ■■■ ■■■ ■■■■■■■■■■ ■■■III ■■■■■■ ■■■■■■■■■■ ■■■■■■■■ ■11 ■ ■■■■■■■■■■ ■■■iiiiiiE Eiii■■.EEE EEE 1111 ■Eiji■ ■��E■■■■■■ ■■: ■ ■ ���:;��� ����;����: ��■ � ����� ■■■■■■■■■■�■■Iliiiii■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■iE.'_;�i��� ■■■frliiiriEiiiii Ei■■■■■■■■ iii■■■■■■■ ri■■■■■■■■ ■■■■■■■■■I■■www■wi■■■i■■■■■■■■■■■■■■■■■■■ ■■■■■■■■Lu'�i��o�ii■■ ■■■■■■■■fi6if\�ii■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■1QEE�©S!i■■■■■■■■ ■■■iizil����� ■■■■■■■■■■ ��i■■■■■■■ ■■■■■■■■■■ ■■■ , :Gi■i■■1■■■■■L ■■■f ili'�ii��i�i' I■■■■■f ■■■■■■■t 60.LF BURIED =MPER ■■■■■■ r��a� i iiiiil�l'i�i ■■■■■ DET 111-3 E 31 +00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41 +00 41 +50 M 0 w ry n W ry a as CO N O C/) �U r�z oa LU " t A • w +.J +•' o co �z a$ C a� s~ Q w 0 � U 2 � a ON . LL � CN M 0 ,S Apprvd. J Date: 10-22-18 Chkd: JD Drwn: WT Scale: 1 "=40' Project Number: 710220 Sheet: SS -4 J J C/) LL LU 0 `-, 0 LU 2 z J LL 0 0 U) 0 Lu LL U06 G 0� Z W LU J J Q Z U) — Z ry 0 0 LL U) Z _ 0 C/) ,S Apprvd. J Date: 10-22-18 Chkd: JD Drwn: WT Scale: 1 "=40' Project Number: 710220 Sheet: SS -4 STA. 48+62.54 PROP. MH 1020 PROPOSED TEMPORARY iR/M = 721.70 LINE (TYP.) CONSTRUCTION EASEMENT J / OPROPERTY � / STA. 45+12.38 ROP. MH 1019 RIM = 721.77 PE PARCEL #7 — T'GE AP -4 SMN76W / WILSHIRE GO - STA. 44+11.95 /s8 G. 2861 (TR PE PE CL INV 00 PROP. MH 101 REMOVE EXIST. 36" RCP 1C� TAX PIN: 6832- - / �� 7CE— PE -age- PE , 47+00 RIM — � 1.11 PIPE PER DETAIL 4-B SFO � PE 350.16 FEMA FLOODWAY (TYP) / PE 46+00 p SSE FINAL SUBMITTAL NOT FOR CONSTRUCTION PROPOSED PERMANENT EASEMENT PE SFO PE PE 424.14' 51 — PE PE 50+00' PE S5.9__12 05` PE49+00 SSE SSE - - S' SSE -SSE /z SSE -- _ � \� v � Sim _ PE --' PE S59'32'17 W -SSE � WO6DS —�= \� \� L = m / 857 100.43' 45+00 SSE SSE �$ SSE O SSE 65'16' s"w ` IPE SSE SSE • SS 03 PLUG EXIST. 9g3 PER DETAIL 4-C 31 L 03 TCE 420 '8ow \ L/%'�� C d S5Fa4 FK NCSF PLUG EXIST.SEWER $OU _ / 161.23' ssE — S`E / PER DETAIL 4-C (� D �% SS71 _ PE w�SSE E\\� PE 3 S E /%/ � SS SE PE c Mm723.09' S� C Ab6BS �aQ,� ✓ – -/ /�– � � / �`= �— ��� �_ —_ –� _� / % \� ��/ / SSE � � INV 713.98' C;E E T O \ __ O v) Q 'f' Wy w z N ULn Q , _ SSE � F / �✓ /- � _� ��-� � � � 7,2�- �_ �; % � 8 . _� \ _ SSE S _ e / STA. 40+92.01 ��✓� `—�� �� l — — '� / _ — / sE \ �— = =— 1 — _ ® — / QFC — SMH7659 / — ✓ — _ ROP. MH 1017 — __ s- SSE \ RIM 720.49' -- CL 709.8 15' STREAM BUFFER — IN i — — RIM — 722.92 SSE T�— SSE \\ (YP.) $OUmN FORK = ABANDON EXIST. MANHOLE IN - 55� �� — -- i PLACE PER DETAIL 4-ATYP. ( )-- 55E t � — ABANDON EXIST. 36" RCP — -� ScE / SSE SEWER IN PLACE (TYP.) soil l %\ No FEMA 100YR. FLOODPLAIN _ ,Ml- //� (TYP.) ERVIN C. SIDES ,q4 DB 2797, PG. 3251 �JvOD� SMH7555 �\ TAX PIN: 6837-�3514.� \ V ssE" ' v /B RIM=723.78' N SSE CL INV:709.18' �� Q/ ' S SSo peg i��, E SSE — W00 \ 0 SSE_\ �\\ ✓ SSE 31g 10 o / / \ o ((� 1 l N � /�/ s I o ` � PROPERTY LINE (TYP.) o ----SSE ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I■■M■■■■■■■■■■■■■■■■■■■ � �Z oa w 0 Q 1 � , U 3 C7 co ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I■■■ ■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■N■■■■■■■■■■■■■■■■■�■■■■■■■■■N■■■■■■■■�■■■■■■■I ■■� ■■■■■■■■N■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I■ON■■■■■■■■■■■■■■■■■■■ ■■e■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I!I■■ ■■■■■I■■■■■■■■■■eM■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I�I� ■■■■■■■■■■■■■■■■■■■■■■■■■■■■I:ii ■■■■rnA■■■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■1i1a� ■ ■!i!i�!■■ ■■■■■■■■■■ ■■■■■■■I til■ ■■■■ilii■ ■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I■■ ■►■��■��■■gym■■■■■■■■■■■■■■■■`■■ ■■■■■��■■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ �1�7■■■■■E' ■Z�i�■■ ■ :. ... .. ■■ ■■■■■■■■■■ ■■■■■ I��ii■ ■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ CII �7�1�■■■■■■ ■ ■I�f Wifl�iffl■■■ �■■■■■■■■■ ■■■■■■■■■■ ■■■■■il �. iili■ ■■■■■■■■■■ iiiiiii���■■■■■■■■��■■ ..MBANK RESTORATION UERi■■■PER . ... ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ilei■■■■■■■■■■■ DETAIL 6 -A -4h4. 00000, DETAIL 4-13 ZEXIST. GRADE (TYP.) �Il�i■■■■■■�`i■■■■■■■■■�■■■■■■■■■�I�i\A■�I■■■ ■■�■■■■■■■ ■■■■■■■■■■ ■■��■■■■■■ ■■■■r■■ii■ ■.�_..__... ■■■■■■■■■■ ■ ���1■■■�■■■i iii �:��■■�■:� � ��� III �■■■������,►�■■ ■ III �■■■■■■ii�!!i!ii�!�ii �:■■■i:�.::.��■■—r■■ �■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ �!!i■i�il■■i ■■■■i: ■■■■■■ ���ri■■■■ ���.:i■ ■■■■■■e■■■ lu �■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■ lu■■■i�ru�■■■ ■ i� I■■■■■■■■ ■■■■■■■■■ ■ ■■■■■■■_■■■ ■■■■■■ I�■■■ ■■■■■■■E__ !ii=_iE_:■ �:■i:■i=■i■ii■ii■ice ■ I �:■Fii ii: ■ Iii ii■�■iiii■ �i■ii■r ■■■■■■I■ ■■■■■■ IA■■■ ■■■■■■■■■■ ■■■■■■■ ■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■ III I■ ■■\a1'I■■■ ■ III �■■■■■■■■ ■■■■■■■SANITARY : ■■■■■■■ ■■■■■■ III �■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■M■■■■■■■■■■ III I■ ■■■�►1■■■ ■ III I■■■■■■■■�■■■■■■■■■■■■i■iiiii�..ii!i� IIS !■�i! �i!ii!■�ii! !ii!ii!i�■ �!■i_■ii■i �■ii■ii■ii ■ 11:1ii■i�:■ii ■ Ili ii■�iiiii■ �i■ii■ii■i ■■■�■■■■■� ■■■■■■ III I■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■ III �■■■■1■■■■ ■ III �■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■ III I■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■ III I■■■■■■■■ ■ III I■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■_■_■ 111 I■_■_■_ ■_■_■_■_■_■_■_■_■_■_ ■■■■■■_■_■_■_■_ __��______ ■_■_■_■_■_■_■_■_■_■_ ____������ ■_■_■_■_■_■_■_■_■_■_ ���������■ ■ ■ III■17■■■■■_�!■ _� III■_■_■_■_■_■_■_�_ III1■II■■■■■■11■ ■ III �_�_�_�_�_�_�_�_�_ I■■■■■■■■ ■■■■■■■■■■ ____������ ■■■■■■■■■■ ������ ■■■■■■ III,���_ III �_�_�_�_������ I■■■ ■■■■ � ■■■■■■■■■�! l.��1�■■■■■■■�■■■■■■■■■�■ 1111■II■��!��■III � III I■■■■■■■■�■■■■■■l�3�� �■■■■■■■■■ ■■■■■■ISI■■■ ■■■■ ■ ■■■■■■■!�� �i�!!!■■■■■■ ■■■■■■■■■■ 11■ I■IIQ�am�i�lll �■■■■■■■■ ■■■■■i�3'��" i�!�i�i■■■■■■■ ■■■■■■ IIS I■■■ ■■■■■■■■■■ ■■■■■■i�L'i� �i7���■■■■■ ■■■■■■■■■■ 111■ IF��1�E�����IL'i� I■■■■■■■■ ■■■■i�iili�liilY�li '�iiii�■■■■■■■ ■■_■_■_■_■ II■ I■■_■_ ■_■_■_■_■_■_■_■_■_■_ ■■■■■■■■■■ ■■■■■■■■■NEENEENEENISIMEM 1J■LWii�"■■■■■■■■■■■■■■■■■■■■■■■■■■■■I■I .. ■ ■f ■■■ iilifil�l`'i�iiii�i■■■■■■■■■■I■■■■■■■■■■I■■■■■■fiiiiiil�l ii�iiiii�i■■■■ ,COLLARS 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 52 M w a a w w W a � �Z oa w 0 Q 1 � , U 3 C7 co U) W F____ J 2 C/) 0. 0 LL 2 W J Q U) z 0 U) z Apprvd. J J LL D 0 0 Nz 0. 0 a_ w U W z v ry 0 H 0 U) Date: 10-22-18 Chkd: JD DrWn: GRAPHIC SCALES WT HORIZONTAL Scale: 0 20 40 1 "=40' 1 inch = 40 !t. VERTICAL Project Number: 0 2 4 710220 1 inch = 4 !t Sheet: SS -5 W J U_ 0 0/ a_ W z J a_ � \NS ME PE ME - �- 00 PE ---, ov ML— SSE 5� S ABANDON EXIST. 36" RCP \� SEWER IN PLACE (TYP.) Ln NLU \ w w _zr J _,W \ � Ln � Q \SSE \ STA. - 52+86.68 PROP. MH 102 — -- —- c SSE \\\ C PLUG EXIST. SEWER PER DETAIL 4-C �6 \\ 15' STREAM BUFFER (TYP.) �� \\ Ss _ l <0 SSE ABANDON EXIST. \� -SkfH78M MANHOLE IN PLACE 724.aw PER DETAIL 4-A (TYP.) \ �� SSE ` COLLECTOR LINE (SEE SHEET SS- SSE S-SS ABANDON PIPE AND FILL A / \ —\ \ WITH FLOWABLE FILL 4,,� S� \ WITHIN ROW`S _ 740 FINAL SUBMITTAL NOT FOR CONSTRUCTION I qAM \ \ /iol, -- . - / \_ - + -0- \� COLLECTOR LINE #7 \ l (SEE SHEET SS -14)\ / \\ r. CA C JAMES A.L J _) 'd U L0 O I Na STA. 4+25.97 V - \ yy TA.T � �+42.10 \ z o 98 LF OF 84' GUARANTEED / \� \ TAX ' = ROP• MH 1024 \ • b M o TRENCHLESS CASING PER \ ROP. MH 1022 STA. 54+93.03 \ ) RIM = 724.37 W o DETAIL 4-D RIM = 72 .74 ROP. MH 1023 - CZ �R/M = 723.34 \ FEMA FLOODWAY (TYP.) 4 0 F B-06 - _ \ _ — — �\ � c � O S24' 1247"f BD: B-05 STA: 52+87.92 OFFSET: 30.68R DEPTH TO REFUSAL: NONE 52 / m TCE li:E o Q PE PE PE w PEPE 59+00 a 26745' 60+00 --- - - - SSE SE - o OOUTH FORK MUDDY OREEIK — PROPERTY LINE (TYP.) \ — _ \�_ N — Ln LU — \ UJ UJ z 2 \ - - J L ABANDON EXIST. 36 RCP J cn _ ssE -STA. 1+56.45 SEWER IN PLACE (TYP.) U N CROP. MH 1023A SSE SSE -SSEQ R _i SSE �\ 2 /M NOW SSE W\ BD: B-06 BD: B-08 STA: 54+24.24 STA: 55+10.91 OFFSET: 15.82L OFFSET: 165.86R DEPTH TO REFUSAL: NONE DEPTH TO REFUSAL:21.5' 0 COLLECTOR LINE #8 (SEE SHEET SS -14) SSE 7 E � EMMMMMMMMEEMDUKE POWER TRANSMISSION TOWER ROW FOLLANSBEIE RD - CROS SING VENT PER DEIAIL:L H MENOMONEEMEMO 0 T PER DETAIL �. � SSi � J -sommommommommom sommommommommom sommommommommom sommommommommom sommommommommom mmoommommommomm mosommoommommom WINSOMMEMEMMOMME NUMMENIMEMEMEMEM INSHOMME -SSE SSE SAIH7667 RIMs724 33' - IM INVs710 8g• l�MENEMMENEMMENEM MENSANITARY SEWER (TYP.)STEEL CASING WITH AMIN. 740 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■I ■d■■■■ ■■■■■■■■■■ 11■�1 IGS �■�i�l�■�■�■�■ ■i� ��■■■■�� I i �i���f MI■■ifllii■■ ■I■■■■■■■■ ■ iii■■■■■■■ ---- � , --■■■■ ■■■■■■■I■I � i■ n ■■■I■■■■■■■ \■■ 1■■■■■■ ■ ■■■■■■■■■■ \ii ii ■1r■■■ I ■ ■■■■■■■■■■ !: � �iiii�iuri�r■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■!;■■■■■■ ■■■■III 1■■■■■ ■■■■■■■■�■ ■■■■■■■■■■ .■■�■..�•. ���i■■■■■■■! �■■■■■■■I ■■■■■■■■■■ ■■■riii�■■ ■■■■■■■■I n ■ ■■■■■■■■■■ ■■III ■��■■ir II I ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■III 1■■■■■ ■■■■■■■■■■ ::■■:■E:■E ■■E■■■■■■■ ■■■■■■■■I NI �: ■■■i■■ii■i iiii ii ■■i■■i in I ■■■■■■■■■■ ■■■■■■■■■■ ■■■I■■■■■■■ ■■■■ III I■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■� ■III ■■■■■■■■■■ ■■I 11 ■■■■■■ III � ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■� SII I■\■■\ ■■\■■�■■�� ■■■■■■■■■■ ■■■■■■■■■■ ■■ .. ■■■■�■■� ��I 11 ■■■■■� III I ■■■■■■■■■■ OF 1" INSTALLED VIA MEMIN E Mimi ' R ' ' R .. , R ETA O IL,-, 1■■■■■■■■ ■■ ■ ■ :COLLECTOR # I ■■■■■■■■■■ ■■■■■■■■ ■■ III II ■■■■■ III I :COLLECTOR ®■■■■■ �■■■■■■■■■ ■■■I■■■■!■�■ !■■_ :� I■=■E_ ■E=■E�■E��THICKNESS ■■■■■■■■■■ ■■■■■■■■■■ ■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■ III I■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■� III I■_■_■_■_■_ ■_■_■_■_■_■_■_■_■_■_ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■I 111 ■_ ■I �■■■■■■■■ ■� ■Ili ■■■■■■ III i �■■■■■■■■■ ■��������� _____����� ���.III,����� ���������� ----------------------------111 - na ■■mom■■■■■■ ■■■■■■■■■■ ■■■�1l�11�!■■■ ■■■■■■■■ ■�Ih■����►�'�I■ ■■■■■■■■ 111 ■11 ■ ■I 1■■!1�'_•�'�I�■■ ■I ■ OI ■����■ Iv ■■■■■■■■■■ ■ ■I Im■Q�1■Q■� ■I ■ ��� ■��■�� �� Q ■■■■■■■■■ ■■■■l��3■■ ■■i�iili■ii�Y�liiliii ■■■■■■■■■■ �■■■■■■■■■ ■■■■ ■■■111 1■ �■■■■■ ■���■i■e■■■ I■■■■■ ■■■i■■r■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■ SII ■ ■I 1■■■■■■■■ ■I � ■11 ■■_■_■_■_� II ■_ ■_■■_■■■_■■_■_■_ ■_■_■_■_■====::■■■■�■■■■ ■■.:11 ■ I■■■■�_ �_■_■_■_■_■_■_■■■ MEN 0 ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■illi ii�f ■i'iiii�I�ir�ii■■■ ■■■ �■_'1�'��Z■�30_E3 ■_■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ 51 +00 52+00 53+00 54+00 55+00 56-1-00 57+00 58+00 59+00 —ss�€ SSE--__ J O M O Z O W U06 W Z N�e 121. O LL F -- O cn Apprvd. Date: 10-22-18 Chkd: JD DrWn: GRAPHIC SCALE WT HORIZONTAL Scale: 0 20 40 1 "=40' 1 inch = 40 ft. VERTICAL Project Number: ° z 4 710220 I inch = 4 ft. Sheet: SS -6 W J O z Q J W PROPOSED PERMANENT EASEMENT (30') PE 267.45' S55'01 '35-w 03 001 Q N /� 15 STREAM BUFFER X-� (TYP.) S/B WW -� �� COLLECTOR LINE #10 ZN - w (SEE SHEET SS -15) = B { _ w I r SSE SSE s Sk ^ SSE _ DUKE ENERGY PROPERTY LINE (TYP.) ( Fc �y�Pj OVERHEAD ELECTRIC SLABS � LINES (TYP.) OE MM -725.4.V ixll� >-- A 410- 96 LF OF 84" STEEL CASING WITH' MIN. THICKNESS OF 1" INSTALLED VIA GUARANTEED TRENCHLESS \ CROSSING PER DETAIL 4-D REPAIR STORM DRAINS AS REQUIRED FINAL SUBMITTAL NOT FOR CONSTRUCTION - Ta = — COLLECTOR LINE # 11 (SEE SHEET SS -16) AP -7 — SSE PLUG EXIST. SEWER L (TYP.) �dRDDK $OUT" FORK 1AUDDY FEMA FLOODWAY (TYP.) WV ati � 1� l A [C v AE CA #13TH / RAY -:1Mz4, X0\6p -,Q 2000 i ■■■■■■■■■■ as a o 4-5wo 1111■■■■■■11■ N O ■�1■■■■■■■■ r N a 1111■■■■■ ■■■■■■■■■■ � O M O w•o�0C)z Iz a ■■■■■■■■■■ ■■■■■■■■■■ 3 M Q ■ ■ ■� !!■ • ■■■■■�■■■■ ■■■■� ■■111■■■ ■■1111■ ■■■■■■■■■■ 1111■■■■■■11■ ■il■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ 1111■■■■■■I �■ ■�I■■■■I■■■■ ■■■■� 1111■1■■■ 1111■■■ ■■■■■■■■■■■■■■■■■■11■■�1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I�■■■110■J■■■■■■■■I■■■1■■■■■■■■ ■■■■■■■■■■ 1111■■■■■■11■ ■1■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ 1111■■■■■■1 A1� 1111■■■ ■� ■I 1111■1■■■ 1111■■■ ■■■■■■■■■■ ■■■■■■■■� 1. 0i1■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■ ■ s .1111 • • ■ ■■ . ■i 1111 ■I ■ 1 :111■■■ •N. ■e 1111■■■ - .1111 ■■■■■■■■■■ 1111■■■■■■11:. I ■1■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ 1111■■■■■■9C■ F� ■■■■■■■■ ■■■■■■■■■■ 1111■■■■■■11■ 0i1■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■rl �� �■■■■■■■■■ ■ I■�■■� i■01■■■ 1111■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■09k��■►I■11`•••.11■■--��NI�■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■��E�II1111■■■►\■■�€���i■■■■■■■■■■■■ ■■■■■■�■I �11■I�■■■■■ VENT PER DETAIL 1 `\►1 I1 ■ X111■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■��■■■■■■■ ■■■■■■■■■■ ■■■■■■■■� 1111■■■■■111 �■ i■■■■■■■��■ II I■ ■■■■■■■■■\1X111■■■■■■■■ � E��■■■■■■■■ ,.. 1111■■■ 1111■■■ MEN ■ ■F 90f f 107'. ■■■■■■■■ ■■ ■ ■M■■■■■■ 1111■■■■ ■■■ ■■F�11■■■■\■��■��■■■■■■■■■■■■■■■■�E�11■■■■■■■■■■■■■■■■■■■11�1�■■■■■■■■■■■■■■■■■11x11■■IN■■■■■■■■■■■1111■■■■■11111111111111 ■■■■■■■■■■ ■■■■■■■■■m ■_■_■_■_■_■_■_■_■_■_ � ■ �flif ■_ � �■_■_■_■■■■■■ ■�11�■�5�■■ Yi■fiii�i■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■.�■_e..... ■� ■ ��iii■■■■■■ ■■■■■■ ■■■■■■■■■■ ■■_■_■_■■_■■■■_ ■■■■■.�■__= 1111■■■I �■■■■ 1111■■■■■ 1111■■■_I 11■■11■ 1111■■■■■11■: ���y■� � � �■■■■ ■■■■■■■■■■ :. .. , • �■■■I Y ■ ■111111C111111ii iiiii■■11■ 11'■ ■■■■■■■■■■ i ii 11■■■■�■■■ 111 11■■■■■■■■ 1111■■■ 1111■■■ ■■■■■■■■ 11 ■ ■■■■■■■■■■ i � �■�■■■■■■ 1111■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■ ■ ��■■rig■■■ri ���:■■"INN ■■f'■■■■ .: ' ' ' ' ' ' ' ' • r�:� ■:�:.n 1111■■ 1111 I■■■■■■■■ ■����■■■■■ ■■■■■� �I I■■■■ 1111 GRADE 11i■■ �■■■■■■■ U ■ ■■■■■■■■■■ I O ■■■■■■■■■ 1111■■■ 1111■■ :■: ■r�■■■■■r�■■.ii■■■■■■■ �� �::�.�■■■ ■■■■■■■■■■ 1111■■■' u �.■■■ ■�■■■■■■.■� i■■■■■■■ e ■ ■■■■■■■■■■ I nl ■■■■■■::� 1111■■■ v I■■■■ ■�11■■■■■■■ ■■■■■■■■ o ■ ...:. . 11111 X11 ■■■■■■■■■ 1111■■■ 11■■■■ ■■■■■■■■■■ ■■■■■■■■ 11 ■ . 1111 1111 ■■■■■■■■■ _ : • ■ 0000■ 111111■■ ■■■■■■■■■■ ■■■■■■■■ 11 ■CROSSING PER GUARANTEED:. , ; 11111111 ■■1� • 0000001, 1111■■ ■■■■■■■■■■ ■■■■■■■■ ■ ■ 1 1111 1111 ■m■■■■■■■ �■��� 1111■■■ ■■■■■■■■■■ ■ �I ■■■til■■;�■■ ■■■■■■■■■■ ■I n ■■■■■■■■ ■■■■■■■■■■ 1111■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■ II ■ I ■■■\ orm : , : ..... I ■■■�;.\�:L� 1111■■■ ■I n ■■■■■■■■ 1111 , ■ ■■■■■ 1111■■■ ■I 11 ■■■■■■■■ ■■II 1111■■■ ■■F�11■■■■■■ ■ I � it ■ II ■ II i l I I ■■■■1:11■■■ ■■■■■■■■■■ ■I �iiiiii�ll�ii1111 i1111i1111i1111i 111 ■■0■�;��■■■ ■■■■■■■■■■ ■1111 ■■I■■■�I�■■■ ■■■■■■■■■■ ■I Fii■i■0i■11 i■■i■0i00i ■I ■■■■■■■■■ 1111■■ :COLLECTOR �■■■■■■■■ 1111_■■--�I ■■11■■■■■■ ■■■■■■■_%■_■_ ul __________ wi ■■II■■�■■■���!��■■■■■■■■ ��!_:�;:■■�■111111 i■�l■■■■■■�a. - �■�■■■■■■ ■ 11 ■■■■■■■■ �i i1111i1111i1111i�111i1111i1111 ■■■■■■■■ 111 ■■■■■■■■ iii i0F■i0�ii0 1111 1111■■0■■■ ■I=.■■i■��� 111 �__���.�■■ �I ■�■■■■■■ ■i �■■■■■■■ ■111■■■■■■■ ■■It■■■■■■■ ■■1�■■■■■■■ ■i��0 E����li�■■■ �-■■■■�■■■■■ ■©�■■��■■■■_ ■-r��■11•���.���n�■ �a�■���%�� ■■_���.�i■■ 1111■■■ M 1111■■ ■■■■■■■■■■=a11■■11■■ IE =■ h111111111111i11�i i iii:i�11:■11■■11 i1111i� li i1111i 1111i1111i1111ii ■■■■■■■■ 11 � �iiiiiiii7111 I11■■■■■■■ ■■■■� 11!!====================11� = ==____=====:: � ►___________—_—_—_ ��%moi SII 1111■■ ■■■■■■■■■��■E■■■■� iE = _'1111■■0■■0: rim 0 %= 11=■� �:: ■■0 0i■iii i - 0 ■■I■■■■■■ nl ■ Mow.,lii■lp,■■I I III ■■■■■■■■■ 1111■■■ 10 1111■■ ■■■�Ili!�F3! !�■■■■■■■ 1111 ■ llf.�0!,'■'�I ■II■■■■■■■■ 1111■■■ Ing 1111■■ ■■■�I■■�■�11 �■�■■■■■■ ���I. •�■■■■11■■11::::::■11:■11:■11:■■__ ■■_■■� 1::. =_____________ ________ �i �� - __________________::: ��:,-________ �s11■■■■■■ ■■■■■■■■111 r��r».A�.■i ■■11:"0■ :■ ■11■■■�z�n�� ����■1111111111 ■11111111111111■ ��,����i■1111 ■■��■�nam11 1111■■■r■■11■ ■■■r■■■■■■ ■■■■■■■■iii ����i��■■■ 1111■1111■■■■■ ■1111■■ 1111■■■ ----- 1111111111Fi11Fii ■■■■■■■■■■ ■■■■■■■■■■ ■■11== 1111■■■ 1111■■■ _____ ■11111111 ■11111111 ■e■■■ ■0F■■F■0Fi ■■■■■■■■■■ ■■■■■■■■■■ ■■�■■11■■■■■ � 11 � 11 __________:11..;::_____:;: ■1111111111111111■ :■■a■ri■■i 111 111 ■■■■■■■■■■111■■II■■■■11�11�t�C■11■■■■■■I■■■■�poipi�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■_■■■■■■■■■111■■II■■■■■■111■■■■■■■■■■■■II��'/_�i�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ -=========111=;;:_____:;:________===::i■■■■■■■■111111111111111111■111111111111111111■111111111111111111■111111111111111111■111111111111111111■111111111111111111■11111111 11111111111111111111■1111■■■■■■n■■■■■■■■■■■■1■■■■■■■■■111111111111111111■111111111111111111■111111111111111111■111111111111111111■111111111111111111■111111111111111111■11111111 ■■■■■■■■■■ t�■�uc�■u�i0■1� ■■■■■■■■■■ ■■G■��Z��oE30 ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ 1111■■■ ■■■■■■■■■■■����,.. �■■111111111111111111■■■�■■0�■111111111111111111■111111111111111111■111111111111111111■■■■■■■■■■■■■■■■■■■■■111111111111111111■11111111 ■■■■■■■■■■ 1111■I■' � � BURIED :' 1■ ■■■■■■■■■■ ■fiii`'i'rf ��i'��iri01ii ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ 1111■■■ 11111111111111111111■1111■ �...• ..1111111111111111111111■111111111111111111■111111111111111111■111111111111111111■111111111111111111■■■■■■■■■■■■■■■■■■■■■111111111111111111■11111111 ■■1111111111111111■111111 1111111111111111111111■111111111111111111■111111111111111111■111111111111111111■111111111111111111■111111111111111111■111111111111111111■1111111111111111111111111111 61 +00 62+00 63+00 64+00 65+00 66+00 67-1-00 68+00 69+00 70+00 70+50 GRAPHIC SCAM HORIZONTAL 0 20 40 1 inch = 40 ft. VERTICAL 0 2 4 1 inch = 4 ft. 52 0 w Q a_ w a_ WE a as a o 4-5wo t; N O r N a bt � O M O w•o�0C)z Iz a a 3 M Q VJ LU J F- D U) 0. O LL 75 LU J Q C/) z O Cn z H O O z O LU U LU z O LL O Cn Apprvd. Date: 10-22-18 Chkd: JD DrWn: WT Scale: 1 "=40' Project Number: 710220 Sheet: SS -7 LU J LL O W z Q J 0- FINAL SUBMITTAL NOT FOR CONSTRUCTION O O FEMA 100YR. 00 v� FLOODPLAIN (TYP.) AVOID \ I Q Ln DISTURBING N w ��� J / I 1 \ WETLANDS AREA \ I J z N i \ J � \ \ 1�1 J PROPERTY LINE / \ \ C� / U w I (TYP.) - C- -"PRCEL #15 FEMA FLOODWAY\(TYP.) N Q — c� GLYNDA HILL FEEZOR 126- \ / TONY RAY HILL ' TA DB 769, PG. 85�/ \ �� STA. 79-1-09.99 PARCEL 17 \,� PROP. MH 1032\L, # f O _ f � � X PIN: 6832-29-7780.00 � , , J/ RA POPE FARMS, INC - RIM - 726.61 ( � �-- PROPOSED PERMANENT /� � — — DB 1285, PG. 999 LIMITS OF R=�g3�Z4r ✓ O r EASEMENT ✓ r`^-------- -- --- - - / \ \� \A/FTI ANr1C r.rTa CL INV -719.10' OOUTH FORK MUDDY CL -1 ` — � — ��� ABANDON EXIST. 36" RCP SEWER IN PLACE(TYP.)/-� \� _ y �+RDDK FORK MUDD S/g PROPERTY LINE (TYP.) /.� 15 STREAM BUFFER (x AV 4.78, 7ac(TYP.) / ----- sem— Bim--\� \ \ \ ��\�\�\\\\ S As- _ \ B to CEL #16 rPX 53, PG W WHITE 469 TAX Pl 6832-39-3763.00 \ 6832- ABANDON EXIST 36" RCP = '2-, SEWER IN PLACE (TYP.) 3 i1 i P� a 4- CO t; It" O �U >Z Na w 0z s~ a M ■■■■,._®11■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■Ilial■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■ ■■111■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■1 lid �1■■■■■■■■■ ■■■■■■■■■■ ►1■■■■■■■■■ ■■■ ■■ JII■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■It■■■ ■■■■■■■11■■ ■1■■■■■■■■■ ■■■ 15 I■■■■■■■■■ ■■■ ii■11■■■ ■■ ■ ►i ■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■il bI\■ ■■■■■■■1 lily �1■■■■■■■■■ ■■■ ' ■ ■ I! MON. l.. ROME , FLOOD ELEVATION (TYP, --------Ilirh-(.,�.a►...1.i.,►:-i. ■■CSA■■■■■■ C■■.CC■■■■ i i i i,�n,■■moi■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■IG■ll■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■ I■�■■'��1■■■ ■■■■■■■■■■■■■■■■■■■■■1■■■■■■■■■■■■ ■■■ii!1■■■■ ■! ��■■■■■■■■ ■■u � ..,■■■■■■■■■■■■■■■■■I■■■■■■■■■■■■■■■■■■■■���■■■■■■■■■■■■,I■■■■■■■■■ ■ ■■■■■■■■■■ ■■■■■■■i■■ ■■■■■■1■■■w ■■■■■w■■■■ ■■■iii���� \iii'\■■■■■ ��7i■■■■■■■ a096i■■■r■■ Muir■MMEWi0 111 \A�i■�! wppinawa, M■■PAP r■Vi.^i■■■ Emmons I11WJ` 095"iMr■119- MORN■■■■■■ r■■■■ORMON Iii a■giaSor` ■■■■■■■■■■ ■■■■■■■■■■ ■III■■■■\ir■ ■■■■■■►�.i%■ ■■■■■■i`i� r■rrrii 11 I■■■ ■■■■■■■■■■ ■■■■■■■■,. ■■■■■ 111 M■■■■■■■■ , . .:.. ■■■■■1111■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■VIII■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ul■■■■■■■■■■■■■■■■■■■■�■ ■■■■■■■■■■■■■■■■■■■■■I111■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ul■■■■■w■■w■iw■ii■wi■!■■I!i■ilii■!i�Ill1■:iEiiE� ■■■■■iiii� ii■i!■i!■� ! ill lii■ii■ice ■ii■ii■�■i■ iiiiii■ii■i i■i■■� ill I■■� ■■■■ii■■■■ ■■■■■■■■■� ■■■■1■■■■■■ 1111■■■■■■■■ ■■■--4■■■■■■1 ■■■■■■■■■■ ■ III �■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■ ill �■■■ ■■■■■■■■■■ ■■■■■■■■■�� ■■■■■■■■■■ 1111■■■■e■■■ ■_■_■_■__■_■_■_■_■■ ■_■__■_■_■_■_■_■_.._.III i_.._._.._._..._�_�_::�_���_� ��_�_�_�_��_�_��_ ���_��__� �_�_�� �_�_���_����� �����_���_�:� ��__..--_--- ■■_ •-------- ��■��■��■� �!II ���■�■■■� ■�.�■�■■■ ■�■■■ �■MOWN ■wn■N i■M■■Him! En ■■■■■■'i■■'■ ■�i!•,�ez�■■■�■ Nil-■■ii■i� _• ■t 1■■■■■■■■ ���■■■■■�■� ■i■■ :�■■■ii■.i■ i iii ►■ii■ii■i i■ii■t■ ■ iw■I■■■■■■■ ■■■■■■ III I■■■ ■■■■■■■■■■ ■!!. ;1- " iffiiffi, ■■■■■■■■■■ 1111■■■■■■■■ .;�■ ■■■� • - ■i■�■ i■■■■■■■■■ ■ III■■■■■■■■ ■■■■■ii�i�ii�■■■■■■■ ■■■■■■III'■■■ ■■■■■■■■■■ i■tai■ ■■■■■■■■■■ 1111■■■■■■■■_ ■■mi�E��i c i� i■■■■■■■■■ ■ II■ ■■■■■■■■ ■■■■iii�fll��iY�ii iiiliflf�l■_■■i■■� ■■ii■� iii ■i! ■i!■i!■i!■ �:■ii■ii■■ i■iiiiFi■�i i i� 1■i■■t■■■ ■■■■■■■■■■ ■�r�■��!�����■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■11��1�■!�'■iii■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■�i��u;si�� ■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■i■m�ii■'i■■■■■■■■■■■■■■■■■■■■■■■■■i�■���r�ii�i■■■■■■■■■■■■■■■■■■■■■■■■■�1L'i���''ii� ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■m©■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ems■■ 71 +00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 rzfey"If GRAPHIC SCALES HORIZONTAL 0 20 40 1 inch = 40 ft. VERTICAL 0 2 4 1 inch = 4 ft M 0 w n Li ry n U) W 1 D 2 Cn 0 LL 2 W C/) I Z 0 �I-- C/) Z i J J LL D 0 M 0 NZ 0. 0 0- W ) 0. W Z �y ry 0 H 2 D �0 v! U a P� a 4- CO t; It" O �U >Z Na w 0z s~ a M Apprvd. Date: 10-22-18 Chkd: JD vv n: WT Scale: 1 "=40' Project Number: 710220 Sheet: SS -8 W LL 0 06 Z Q I..L o 0 LO 00 OP W W _ W — l FEMA FLOODWAY (TYP.) Q — _ — IRA POPEO��RMISTA. 82+ 8.05 Tqx 8s P INCI.— ROP. MH 1033_ mil G, g'g9 PE 4Tp9 RIM = 728.83 T PE g0+ PE PE 7E— / (I J -� STA. 84+04.02 00 � PE 1i Il / PROP. MH 1034 �—r —� 348_n• PE — �1nr / Q/A./ — 7'7R 90 SSE SSE --- ~ y 'J\� �- =\��� J� • SSE —� ABANDON EXIST. - _ `_ 1/ II 5SE MANHOLE IN PLACE PER / \ DETAIL 4-A (TYP.) �I� REN RCP s / \PAR PECE I —)v� 15' STREAM BUFFER — — �� Tg28 Fq MS, (TYP.) A, ��` PI� 683 gg 012 �� FEMA 100YR \ — FLOODPLAIN (TYP.) \ x'40— / PROPOSED PERMANENT` \ - 1 EASEMENT PROPOSED TEMPORARY CONSTRUCTION EASEMENT PROPERTY LINE (TYP.) J_ � WIDTH VARIES Tqx PIN: 6833P3. 13g`v 309 00 \ \ .\ I PA4 STA. 87+50.10 f � POP L #18 —Y E PROP. MH 103 1x PIN :\I26scs Nc _ 5 �\ 683.3_ 13'6P— SSE 365 `o SSE ------ _ v SSE ABANDON EXIST. 36" RCP SEWER PMN PLACE�`� \ /.�,``/�+�� �✓ FEMA FLOODWAY (TYP.) f ✓ )001 j —PIOR SIS_ -- FINAL SUBMITTAL NOT FOR CONSTRUCTION rn c m Un n rn N _ uo O /O ME m PE Q w \ PE SSE �V'� 1 81 +00 82+00 83+00 84+00 85+00 86+00 87+00 We = • • 90+00 GRAPHIC SCALES HORIZONTAL 0 20 40 1 inch = 40 ft. VERTICAL 0 2 4 1 inch = 4 ft. A � N M O bz � N O �U �Z oa • wz Q ' 0 L., U S a � M U ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■11■CJI■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■I■■■■■VENT PER D ■■■■■■■■■■■■■■■■■■■■■■■■■L°=■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■���■■ ■■■■■■■■irk ■�J!�!!!lI�I■�■■■ ■■■MEN ■■■■■■■■■■ ■■■■ �. I■��■■ ■■■■■■■■■■ ■■■■■■■■■■ ........:i iiiiiiiii■ ■�■� --- ■ I■�ifi���iCii�i■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■� = ��■■ ■■■■■■■■■■ ■■■■■■■■■■ �����■ E■i1Y■■ DETAI 6-A ■■■■■■■■■■ ■���`^�!�ii � :iiri iii i��� �rl��■■��`�r ii iii :ri���.�1 ��i�.l��i�r ■■■■■■■■rii irr■■ 11 �■■�� �� :i�r■■■■ ■■■■■■■■■■ ■■■■■■■��� ��r■■■■■■■ ■■■■■1 el ■■■■ ■■��■■!>■■■■ 11 I■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■1111■■■■ ■■■, ■ ■■■■■■■■■■ . .. ■:��::■■■ ■■■■■■ :: :.I u i■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■11� ■■■■ ■ ■■■■■■■■■■ ■ii ■■■■■■■■■■ ■■■■■■ ■■■1 � ��■�I 111 ,■■■1 ,■��rvl�-�■■■■■■■■■■ a 1■■■■■■■■■ ■■■■■■■■■■ ■:■■_■■_■ ■_■■:::■■■■ ■■II■■■:■■: ■■:■■:■■_■: ■■■■■■■■■■ ■■■■■!�■ �■!� ■�� "l���■��■ n i�■ice■�■■■ ■■■■■■■■■■ ■■I■■■■■■■■ ■■■■1111■■■■ ■■II ■■■■■■■ ■■■■■■■■■■ ��■:�■i�■i�■i�■■■■■■■■■■■1111■■■■■■■■■■■■■■111■■■■■■■■■■■■■■■■■■■■■■■■■■_■_■_■_■_■_■_■__1111■_■■_■_■__■�_■_■_■__■_■_■_■__■_■■_■■■_■■■_■_ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■I 111 �■■■ ■■■■■■■■_■__■ 111 ■■■■■■■■■ ■■■��■���� �_'_�■_�__� __�__ �� � �_ — ��—_�_—�_— �_—�_—�_-- ■■iz7%i■■■■■■ ■■■■■■■■.....■.1 VIII ���� r.���_—��!—��,.. �E—�E—��— _�---_-- u■■!!II■!��!■� !■ I IE:�E■■E■■E ���:� --= RIME ■■iiIN MI MI IM III IM i�Ir.- i■�■■�■■�■ =��������.......■■■ ■■■■■� 111 ■■■■■■�!� • • � �■■■■■■■■■ ■■■■■I 111 II■■■ 111■■■■■■I'■■■ 111 ■■■■■■■■■ ■■■■� ' '_���� ��■■■■■■■■ ■■■■1111■■■■ ■■■R��i��� �1 �i■■■■■■■■ ■■■■■��a�� �i■■_■■■_■■■_ ■����I ■1 J■■■ 111■■■\■■I ■■■ 111 ■■■■■■■■■ ■■■�iili�ifllif �liri'� iiii■_I_■■_■_■_■_■_■_ ■_■_■_■_I I■_■_■_■_ ■_■_■_■_■_■_■_■■■ ■■■■■■■■■■ ����=7��.■�� �..��.��i■��■ ■■■■■111111_■■■ �II�■��!■�I �__�! 111 �■■■_�_���■ ■�E_�E===_==__�_�_____�_ _II_ �_�_: �� ■___— __��=ice=ice=i�=��=��_ 1 - -------------------- ------ --- ■■■■■■■■■■■■■■■■■■■■■■■■■i�m���E�vi��■\\I■■■�i�������■■■■■■■■■■■■■■■■■■■■■■■■■■�r�■fir■r■■■■■■■■■■■■■■■■■ � ►��'��'aru��:■� ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■r` i���� mei ��■■■■■ ■■■■■■■■■■ IURILIL) I' ■■m■■■■■■■■■■■■■■■■■■■■■■■■■■■■ COLLARS PER ■m■Q�■Q■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■e■■■ DETAIL 3-E ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■©�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ems■■ 81 +00 82+00 83+00 84+00 85+00 86+00 87+00 We = • • 90+00 GRAPHIC SCALES HORIZONTAL 0 20 40 1 inch = 40 ft. VERTICAL 0 2 4 1 inch = 4 ft. A vJ W J Z CNNn 0. 0 LL LU J vJ I z 0 VJ z J J Q LL D 0 M 0 z N 0. 0 LU U LU z I..L 0 LL 2 0 Cn Apprvd. Date: 10-22-18 Chkd: JD Drwn: WT Scale: 1 "=40' Project Number: 710220 Sheet: SS -9 LU J LL 0 06 z Q J I � N M O bz � N O �U �Z oa • wz Q ' 0 L., U S a � M U vJ W J Z CNNn 0. 0 LL LU J vJ I z 0 VJ z J J Q LL D 0 M 0 z N 0. 0 LU U LU z I..L 0 LL 2 0 Cn Apprvd. Date: 10-22-18 Chkd: JD Drwn: WT Scale: 1 "=40' Project Number: 710220 Sheet: SS -9 LU J LL 0 06 z Q J I FEMA 100YR. FLOODPLAIN �_ (TYP.) 265 LF OF 84" STEEL CASING WITH A MIN.THICKNESS OF 1" INSTALLED VIA GUARANTEED TRENCHLESS CROSSING PER _ DETAIL 4-D JACK AND BORE LAUNCH PIT STA•90+��•, I / 40LF LONG X 15LF WIDE ROP. MH 1036 I' PROPERTY LINE (TYP.) / RIM = 731. 6 r— B-11 TCE I I (I ky I III PE / III JI I I 9 +00I+00 ABANDON EXIST. MANHOLE IN PLACE o \ II PER DETAIL 4-A (TYP.) b• MgT�ti 1 1 SS 9 00�'�i► III �- � � � ���J •,�,-��.� I (fel � ABANDON EXIST. PIPE IN PLACE AND FILL WITH FLOWABLE FILL WITHIN ROW W I II jA� 325.18 Ill i N80'52'27"W I I I III' V I I I III I I FEMA FLOODWAY I N TIE IN EXIST. 42 SEWER I I I I J I (TYP.) // PIPE AT PROP. MH 1038 �C���� EXIST. 36" RCP SANITARY I (�y'I 3 ,y,Z +►C��15� = S E W E R PROP. MH 1037 R/M — ,733.49 �' v ��' k `� X95. �, // I Ilii B-12 �N d� �SSTA. 4+ 4 JACK AND BORE RECEIVING PIT �kp ROP_ MH 103 10LF LONG X 15LF WIDE ) r M — 731.91 ( \ `9.99' / ��r 00 Il/ ow :1 \� S89-0695 10 PLUG EXIST. SEWER PER DETAIL 4-C COLLECTOR LINE # 12 II SEE SHEET SS— // J J s PLUG EXIST. SEWER 1 �� C ,� o PER DETAIL 4-C I FSM 79147 (TYP.) �� RIM�731. ' �� ���� 15' STREAM BUFFER INVV IN IN �ti3 (TYP.) EXIST. 24" AERIAL SANITARY SEWER TO REMAIN IN SERVICE - ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■®�■■■■■■■■■■■■■■■■■■■■ as a P-4 a) 4 o U) LL w w•o�700z J 0 M as 0 a = �, •� w J M LL 0 0 0 w LL U06 2i 0� z w � J J� ■■■■■■■■■ Q z v� _ �e z 0� ■ ■■ ■■ :■■■■■ 0 ■■■■ LL CROSSING ■■■■■■■■■■ ■■■■■■■■■ ■:■■■■■ ■■■■I 0 ■■■■■■■■■■ U) ■■■■■■■■■■ ■■■■■■■■■ ■ ■■ ■■. ■NEEM ■■■■ ■ ■■■■■■■■ ■■■■NEEM■ ■I■■■■■ . ■■■■I ■■■■■ ■■®■I ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■ ■ ■ ■■ NONE■ ■■ME■■■■■ ■, .. M ■■ ■■■■■ ■ : - I■■■■■■■■ ■■■■■■■■■■ ■■■■■ ■■- _ ■� ■■■■■■■■■■ ■■■■■■e. ■■ ■■■■■■■■■ ®MM ■■■■■■■■ ■MENOMONEE I■�,,:!!�■■'�■■■■■■■■ ■I■■■■■ ■ECJ■I ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■111,1■■■■■■■■■■■1�\�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■��■■■■■■■■■■■■■■■■►■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ems■■ ■■■■■■■■■■■■■■■��■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■��■■■■■■ ■■■■■■■■■■■■e-■■ PER Il■: ■M�;/,!J'If►��1 ■■■■■■■■■■ I ■Q■■SII■■d ■■■■■ ■■■■■I■■■■■ ■■11■■■It iii ��0■■■LII I I GGA■�■�ij■ ■�■■■■■I I I fr#■!■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■:.VENT ■■■■■■■t' , ■■■������ , I� �����: ��� : ����:�iiii ii���0�■■\I ■11■■■■■■■III ■■■■■■■■■■ ■■■■■■■■■■ ■■■■ ■■■■■■■■■ I I ■ ■■■■■II ■■■f■ ■■■■■■■■■■ 7 ■■■■II ■■■■i ■■■■■ ■■■■■fl■■■■ ■■■■ ■■■■■■1■■■■ .: , ■■■SI■■■■ • •'INSTALLED • • ■■■■'■■■■ . , ,■■■■�■■■ \\I II■■■■■■III ■■■�� ■�.. ■■A■■�■III ■■■1llli ■� Y ■�rEr■■I 11-iii11�■■■■■■ ■■■■■■■■■■ ■■■■■■NESS ■■■■■■ems■■ MIN��`:am" r 11'M■.i■■■■E■ ■■ ■■■■■■■■1 111 ■■■■■■NEEM ■■' ■I Y ■■■■■■■I 0■■A ■■■■■■ ■■■■■■NEEM . RCP ■■■ i� ■■■■■■■■�■ Sri ■I 11 ■■■■■■■I n ■■■111■■■■■■ ■■■■■■■■■■ SANITARY �■■■Ill ■■■■■■■■d■ ■II ■■■■■■■■ COLLECTOR■■■42, ■■■ LINE #12■ 11 ■' 11 ■■■L� ..!lIMI 11 ■■■111■■■■■■ ■■■I�'-��■�' 1�' 7�■■111■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■\■I 111 ■■■■■■■■II■ ■■■■■■■■■■ ■■■■■■I■t 1111 ■■!■■!■■■■ I�!■�■!■E_■E ■■E■■E ■E■:� IE ■:iiim■Q� �i Q��IYII■■■■■■ ■■■■■■■■■■ ii■■iEli■Ill ■■■■■■t1■1111 ■■■■■■tl■1111 I 1� 1 ■11■■■■■■11■ II ■■■■■■■■I�■ ■■■■■■■■■■ ■■1■■ ■■■■�■ ■■■■■■■■■■ ■■■■■■■■■ ■■■■■■11■■■ ■■■■■■N■■■ ������..��� \111 ■■111■■■■ M ■ 11 ■■III■■■■ 11 .. • ■! E�:_' _��_:� ! : !�11 E■�:il�■ ■ ■■■1■I■■■■■■ � 11 u �� ■�11�■■■■ 0 I ■■■EI■■■■■■ ■■■■ ■■■■■■■■■■ 0000 0000■■■■■■ ■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■e■■■ l i ■.i iiiiii iiiii■■■■■ I ■■■� �E!■�E! MEE�����iiM i iir■■ ■■■�I■■ ■■E�E�E�EM ■■■■ ■■■f1■■ ■■'iiil'a■3�Ii31�iii�■i�i ■■■■■■■!■E ME■■■■�1■■■ MESE■■moi■i ■■FSE■■■EI iE■iE■E■11� ■■■■■■■■1111 ■■■■■■E■■■ ■■■■■�■■■■ � 11 �� II ■■1■■11■_■ �I1 � ■■■IMI■■■■■■ � � ��II �._.�_�_.--- I-- ■■�■>■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■_■_■_■__■_■■_■_I I �_ i ■__■_�o_■�_ �_■_�_■_■___■E=■ ======= ===; :111 ■��■■■■1 � ■��f�'�0�■■■ ■■■■■■■■■■ �����■■■� _n_■_■■_ ■■■■ ■■■n■■ ■■■■■■■■■■ ■■■■■■■■■■ 111■■■■■■■■ MZ'J�3=iii■ ■■■■■■■■■■ ■■■■■■■■■■■■■■■■Eli■■■■■■■■■■■■■■■■■■■v■■■r�:��������■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 91 -1-00 92+00 93+00 920113wel 95+00 97+00 FINAL SUBMITTAL NOT FOR CONSTRUCTION GRAPHIC SCALES HORIZONTAL 0 20 40 1 inch = 40 ft. VERTICAL 0 2 4 I inch = 4 ft. 52 0 w Q a LJ a W a as a P-4 a) 4 o U) LL w w•o�700z J 0 M as 0 a = �, •� w J M LL 0 0 Apprvd. Date: 10-22-18 Chkd: JD Drwn: WT Scale: 1 "=40' Project Number: 710220 Sheet: SS -10 J J U) LL w J 0 M 0 = Z w J LL 0 0 0 w LL U06 2i 0� z w � J J� Q z v� _ �e z 0� O 0 LL z 0 U) Apprvd. Date: 10-22-18 Chkd: JD Drwn: WT Scale: 1 "=40' Project Number: 710220 Sheet: SS -10 South Fork Muddy Creek Attachments ATTACHMENT I: NCNHP Report January 25, 2019 CWS Project No. 2017-0446 CAROLINA WETLAND SERVICES, INC. 550 E. Westinghouse Blvd. Charlotte, NC 28273 704-527-1177 (office) 704-527-1133 (fax) November 16, 2017 Mr. Jason Dorn Gavel and Dorn Engineering, PLLC 6730 Freedom Dr. Charlotte, NC 28214 Subject: Protected Species Assessment South Fork Muddy Creek Sewer Line Replacement Winston Salem, NC CWS Project No. 2017-0446 Dear Mr. Dorn, Gavel and Dorn has contracted Carolina Wetland Services, Inc. (CWS) to provide a protected species assessment for the South Fork Muddy Creek Sewer Line Replacement site. The South Fork Muddy Creek Sewer Line Replacement site is approximately 76 acres in extent and encompases a corridor that extends for approximately 9,800 linear feet from west of Peters Creek Parkway to east of Highway 52 in Winston Salem, North Carolina (Figures 1 and 2). Literature Search To determine which protected species are listed as occurring or potentially occurring at the South Fork Muddy Creek Sewer Line Replacement site, CWS consulted the North Carolina Natural Heritage Program (NCNHP) Rare, Threatened, and Endangered Species Inventory database for the U.S. Geological Survey (USGS) Winston Salem West, North Carolina and Winston Salem East, North Carolina topographic quadrangles.' The United States Fish and Wildlife Service's (USFWS) North Carolina Distribution Records of Endangered, Threatened, Candidate and Species of Concern list for Forsyth County2 was also consulted. The NCNHP database lists the bog turtle (Clemmys muhlenbergii) as potentially occurring in the USGS Winston Salem West quadrangle. The NCNHP database lists the bog turtle and the northern long-eared bat (Myotis septentrionalis) as potentially occurring in the USGS Winston Salem East quadrangle. Furthermore, the NCNHP database lists the small-anthered bittercress (Cardamine micranthera) and the bog turtle (Clemmys muhlenbergii) as potentially occurring in Forsyth County. The USFWS database also lists the bog turtle and the small-anthered bittercress (Table 1, next page) as federally -protected species potentially occurring in Forsyth County. Additionally, Forsyth County is within the white -nose syndrome buffer zone according to the White -Nose Syndrome Zone Around WNS/Pd Positive Counties/Districts map (Figure 4; Table 1, next page). Table 2 (next page) summarizes the status listing definitions. North Carolina Natural Heritage Program Online Database Search. Accessed October 31, 2017. Department of Environment and Natural Resources, Office of Land and Water Stewardship, Raleigh, NC. www.ncnhp.org. United States Fish and Wildlife Service. Accessed October 31, 2017. Endangered Species Online Database Search, Endangered Species Department, Southeast Division, Atlanta, GA. http://www.fws.gov/endangered/. NORTH CAROLINA - SOUTH CAROLINA WWW.CWS-INC.NET Page 1 of 6 South Fork Muddy Creek Protected Species Assessment Report November 16, 2017 CWS Project No. 2017-0446 CWS performed a data review using the North Carolina Natural Heritage Program (NCNHP) Data Explorer on October 31, 2017 to determine if any record occurrences of federally -listed, candidate endangered, threatened species, or critical habitat are located within the project area. Based on this review, there are no current records of federally -protected species within the project limits but there are two occurrences of the bog turtle within one -mile of the project limits. A copy of the data review report is attached. Table 1. A List of Federally -Protected Species Potentially Occurring within the South Fork Muddy Creek Site, Forsyth County, NC. Major Scientific Common Status Habitat Source Group Name Name T Threatened A taxon "likely to become endangered within the foreseeable future Cardamine Small-anthered C Small streambed seeps, adjacent NCNHP 2017 Plant micranthera bittercress E sandbars, and stream edges in the Dan USFWS 2017 A species under consideration for listing, for which there is insufficient FSC River drainage information to support listing at this time. These species may or may not be Clemmys listed in the future, and many of these species were formerly recognized as Wet meadows, shallow water marshes, NCNHP 2017 Animal muhlenbergii Bog turtle T(S/A) spring seeps, floodplain wetlands, bogs, USFWS 2017 Appearance biologically endangered or threatened and are not subject to Section 7 and fens consultation. Myotis Northern EXP Forested areas of any age, rocky areas Experimental, nonessential populations of endangered species (e.g., red Animal septentrionalis long-eared bat T with boulders, and culverts greater than USFWS 2017 P Proposed Taxa proposed for official listing as endangered or threatened will be noted as "PE" "PT, four feet wide or respectively. Animal Haliaeetus �Ieucocephalus Bald eagle BGPA Estuaries, large lakes, reservoirs, rivers, USFWS 2017 and seacoast. Table 2. Endangered Species Act Listing Definitions Code Status Definition E Endangered A taxon "in danger of extinction throughout all or a significant portion of its range." T Threatened A taxon "likely to become endangered within the foreseeable future throughout all or a significant portion of its range." C Candidate A taxon under consideration for official listing for which there is sufficient information to support listing. (Formerly "C1" candidate species.) BGPA Protected Bald and Golden Eagle Protection Act. A species under consideration for listing, for which there is insufficient FSC Federal Species information to support listing at this time. These species may or may not be of Concern listed in the future, and many of these species were formerly recognized as "C2" candidate species. Threatened Due A taxon that is threatened due to similarity of appearance with another listed T(S/A) to Similarity of species and is listed for its protection. Taxa listed as T(S/A) are not Appearance biologically endangered or threatened and are not subject to Section 7 consultation. A taxon listed as experimental (either essential or nonessential). EXP Experimental Experimental, nonessential populations of endangered species (e.g., red Population wolf) are treated as threatened species on public land, for consultation purposes, and as species proposed for listing on private land. P Proposed Taxa proposed for official listing as endangered or threatened will be noted as "PE" "PT, or respectively. 3 North Carolina Natural Heritage Data Explorer. Accessed October 31, 2017. https:Hncnhde.natureserve.org/. Page 2 of 6 South Fork Muddy Creek Protected Species Assessment Report Field Survey November 16, 2017 CWS Project No. 2017-0446 CWS scientists Daniel Roberts, Project Scientist, and Ryan Gibbons, Staff Scientist I, conducted a pedestrian survey of the project area for potential habitat of listed species on October 17 and 18, 2017. Identification references for natural communities include Schafale and Weakley's Third Approximation for Natural Communities of North Carolina (1990)4 and Weakley (2015)5 for plant species. The North Carolina Wildlife Resources Commission bog turtle fact sheet (2006)6 was also utilized. Transects were assessed along the areas identified as potential habitat, as applicable, for potentially occurring federally -protected species. No potential habitat supportive of listed species was observed. Results The project area consists of unmaintained open areas, forested areas, powerline right-of-ways, sewerline right-of-ways, gasline right-of-ways, a maintained golf course, and residential areas (Figure 2, attached). Typical on site vegetation consists of American sycamore (Platanus occidentalis), eastern red cedar (Juniperus virginiana), flowering dogwood (Cornus florida), northern red oak (Quercus rubra), pawpaw (Asimina triloba), red maple (Acer rubrum), slippery elm (Ulmus rubra), sweetgum (Liquidambar styraciflua), river birch (Betula nigra), Virginia pine (Pinus virginiana), white oak (Quercus alba), willow oak (Quercus phellos), winged elm (Ulmus alata), autumn olive (Elaeagnus umbellate), Chinese privet (Ligustrum sinense), giant cane (Arundinaria gigantea), greenbrier (Smilax rotundifolia), Japanese honeysuckle (Lonicera japonica), muscadine (Vitis rotundifolia), poison ivy (Toxicodendron radicans), Nepalese browntop (Microstegium vimineum), river oats (Chasmanthium latifolium), shallow sedge (Carex lurida), wild onion (Allium vineale), and various grasses (Festuca spp.). Small-Anthered bittercress (Cardamine micranthera) — No Effect The small-anthered bittercress is a perennial herb limited to four populations in North Carolina. The small anthered-bittercress is characterized by an erect, slender stem approximately 7-15 centimeters in length, alternate leaves, and flowers with four white petals, six stamens, and a round anther. The small-anthered bittercress prefers small streambed seeps, adjacent sandbars, and stream edges within the Dan River basin. Typically, it grows in close proximity to fields and pastures. The decline in the small-anthered bittercress' habitat is a result of stream channelization and impoundment, the encroachment of exotic plants, and conversion of habitat for agricultural purposes. It has been listed as Endangered under the ESA since 1989.' No seepages, wet rock crevices or wet woods were observed in the project area and streambanks were incised and dry throughout. The Rion, Wateree, and Pacolet soil series, which the small-anthered bittercress typically inhabits, do not occur within the project area. This project does not occur within the Dan River Basin, and no habitat was observed during the site assessments conducted on October 17 and 18, 2017 (Attachment B, Photographs 1-4). Therefore, this project will have no effect on the small-anthered bittercress species. 4 Schafale, M.P., and A.S. Weakley. 1990. Classification of the Natural Communities of North Carolina, Third Approximation. http://ww.namethatplant.net/PDFs/elass.pdf. 5 Weakley, A.S. 2015. Flora of the Southern and Mid -Atlantic States. http://www.herbarium.unc.edu/flora.htm. 6 North Carolina Wildlife Resources Commission. 2006. Bog Turtle Fact Sheet. http://www.ncwildlife.org/Portals/0/Conserving/documents/nongame_bogturtle_hires.pdf. United States Fish and Wildlife Services. 1989. Endangered and Threatened Wildlife and Plants; Small-Anthered Bittercress Determined to be Endangered. http://ecos.f\vs.gov/docs/federal_register/fr1581.pdf. Page 3 of 6 South Fork Muddy Creek Protected Species Assessment Report Bog Turtle (Clemmys muhlenbergii) — No Effect November 16, 2017 CWS Project No. 2017-0446 The bog turtle is the smallest species of pond turtles in the world. They have a dark brown to black carapace with prominent scute annuli in younger individuals. The head, neck, and limbs are dark brown with reddish-yellow spots or lines. A large, reddish -orange to yellow blotch runs behind the eye to the neck. Bog turtles are found in seepage or spring -fed emergent wetlands associated with streams and bordered by wooded areas. They require clean, slow -running streams with organic substrates. Habitat must also include a variety of microhabitats including dry pockets, saturated, and flooded areas. The bog turtle was listed as Threatened due to Similarity of Appearance (T[S/A]) in Forsyth County in 1997.$ Species listed as threatened due to similarity of appearance do not require Section 7 consultation with the USFWS and only prohibits "take." Freshwater wetlands within the South Fork Muddy Creek Sewer Line Replacement site are forested riparian systems or altered forested riparian systems that do not have the microhabitats needed for bog turtles. Based on this site visit, there is no potential habitat for the bog turtle within the South Fork Muddy Creek Sewer Line Replacement project limits (Attachment B, Photographs 2,5). Therefore, this project will have no effect on the bog turtle. Bald Eagle (Haliaeetus leucocephalus) - No Effect The Bald and Golden Eagle Protection Act,9 enacted in 1940, prohibits anyone, without a permit issued, from "taking" bald eagles, including their parts, nests, or eggs. Habitat for the bald eagle includes estuaries, large lakes, reservoirs, rivers, and seacoast. There are no large water bodies within the project limits or 660 feet of the project limits, therefore, no potential habitat for the bald eagle exists within the project area (Figure 1). Additionally, no bald eagles or bald eagle nests were observed during the pedestrian survey on October 17 and 18, 2017. Therefore, this project will have no effect on the bald eagle. Northern Long -Eared Bat (Myotis septentrionalis) — Exempt The northern long-eared bat (NLEB) is one of the species of bats most impacted by the white -nose syndrome disease. Summer habitat (roosting habitat) of the NLEB includes forests and woodlots containing live trees and/or dead snags greater than three inches at diameter breast height with cavities or crevices. Winter habitat (hibernacula) of the NLEB includes caves, mines, rocky areas, or structures that mimic similar conditions such as culverts greater than 48 -inch in diameter.10 The NLEB was listed as Threatened (T) on April 2, 2015. This project takes place within the Northern long-eared bat habitat range (WNS Buffer Zone Map, attached). A Standard Local Operating Procedure for Endangered Species Act Compliance (SLOPES) was established for NLEB between the USFWS Asheville and Raleigh Ecological Offices and the United States Army Corps of Engineers (USACE), Wilmington District, on January 31, 2017." This SLOPES defines how the USACE will make determinations of effect to the NLEB on projects in which the USACE is the lead federal agency. Alternative Local Procedure 2 (ALP 2) applies for the South Fork Muddy Creek Sewer Line Replacement site as the action area is 8 ETWP; Final Rule to List the Northern Population of the Bog Turtle as Threatened and the Southern Population as Threatened Due to Similarity of Appearance, 1997. Available at: http://ecos.fws.gov/docs/federal_register/fr3l75.pdf 9 https://www.fws.gov/midwest/MidwestBird/eaglepermits/bagepa.html 10 United States Fish and Wildlife Service. 2016. 4(d) Rule for the Northern Long -Eared Bat; Final rule. https://www.gpo.gov/fdsys/pkg/FR-2016-01-14/pdf/2016-00617.pdf " USACE http://saw-reg.usace.army.mil/NLEB/1-30-17-signed_NLEB-SLOPES&apps.pdf Page 4 of 6 South Fork Muddy Creek Protected Species Assessment Report November 16, 2017 CWS Project No. 2017-0446 within range of the NLEB, 12 the action area is located outside of a red 12 -digit HUC as defined by the Raleigh Ecological Services Field Office,13 and there is no pile driving, blasting or other percussive activities, and/or activities involving tree cutting/removal. Consulting on other listed species or critical habitat is required by the USACE. The final 4(d) rule exempts incidental take of NLEB associated with activities that occur greater than 0.25 miles from a known hibernaculum site and greater than 150 feet from a known, occupied maternity roost from June 1 -July 31. In accordance with ALP 2 and the final 4(d) rule (effective as of February 16, 2016), any incidental take that may result from associated activities is exempt under the 4(d) rule. Therefore, this project is exempt under the 4(d) rule. Determinations Based on the literature search and the results of the on-site habitat assessment for federally -protected endangered and threatened species, it has been determined that no habitat was observed within the project limits for the small-anthered bittercress, bog turtle, or bald eagle. Therefore this project will have no effect on these species and any incidental take of NLEB is exempt. Biological determinations for federally protected species are summarized in Table 3 (below). Table 3. Biological Determinations Summary for Federally Protected Species Scientific Name Common Name Federal Status Habitat Present Biological Determination* Cardamine micranthera Small-Anthered Bittercress E No No Effect C/emmys muhlenbergii Bog Turtle T(S/A) No No Effect Haliaeetus leucocepha/us Bald Eagle BGPA No No Effect Myotis septentrionalis Northern Long -Eared Bat T Yes Exempt * E - Endangered, T - Threatened, T(S/A) - Threatened Due to Similarity of Appearance, BGPA - Bald and Golden Eagle Protection Act 12 The U.S. Fish and Wildlife Service (USFWS) 2016. https://www.fws.gov/midwest/endangered/mammals/nleb/pdf/WNSZone.pdf s The U.S. Fish and Wildlife Service (USFWS) 2016. Northern Long -Eared Bat. http://www.fws.gov/asheville/htmls/project review/NLEB—in—WNC.html Page 5 of 6 South Fork Muddy Creek Protected Species Assessment Report November 16, 2017 CWS Project No. 2017-0446 Thank you for the opportunity to provide these services on this important project. Please do not hesitate to contact Gregg Antemann at 704-408-1683 or gregg@cws-inc.net should you have any questions or comments regarding this report. Sincerely, Gregg Antemann, PWS Principal Scientist LL N0. AOAi �loR O[IAN n N v yi Daniel Roberts Project Scientist Attachments: Figure 1: USGS Site Location Figure 2: Historic USGS Site Location Figure 3: Aerial Imagery Figure 4: White Nose Syndrome Buffer Zone Attachment A: NCNHP Data Review Report Attachment B: Representative Photographs (1-6) Page 6 of 6 1—' � YHPAQK,8tV6 _ moi-"-tti� _ al � 1 - 7 r iu 1. - m 12Y Etc ti• �.. R W \ r j ` .. .-~„•- � f '.l I tea' Bridgton Road SR 2931 REFERENCE: BACKGROUND USGS 7.5 MINUTE TOPOGRAPHIC QUADRANGLE: WINSTON SALEM EAST, NC (2017), WINSTON SALEM WEST (2017); WELCOME, NC (2017); AND MIDWAY, NC (2017), PROVIDED BY ESRI, DATED 2017. SCALE: DATE' Legend Project Limits (76 ac.) -i 2,000 1,000 0 2,000 Feet 1 inch = 2,000 feet 10/31/2017 Current USGS Site Location CWS PROJECT NO: DRAWN BY: 2017-0446 RMG South Fork Muddy Creek APPLICANT NO: CHECKED BY: CAROLINA Winston Salem, North Carolina GCA WETLAND SERVICES Protected Species Survey C:\Google Drive\2017\2017 Consulting\2017 Projects\2017-0446 South Fork Winston\PETS\ArcGIS\GIS Data\Figurel_CurrentUSGSmxd.mxd FIGURE NO. 1 �x t= REFERENCE: BACKGROUND USGS 7.5 MINUTE TOPOGRAPHIC QUADRANGLE: WINSTON SALEM EAST, NC (2017), WINSTON SALEM WEST (2017); WELCOME, NC (2017); AND MIDWAY, NC (2017), PROVIDED BY ESRI, DATED 2017. SCALE: DATE' Legend Project Limits (76 ac.) -i 2,000 1,000 0 2,000 Feet 1 inch = 2,000 feet 10/31/2017 Current USGS Site Location CWS PROJECT NO: DRAWN BY: 2017-0446 RMG South Fork Muddy Creek APPLICANT NO: CHECKED BY: CAROLINA Winston Salem, North Carolina GCA WETLAND SERVICES Protected Species Survey C:\Google Drive\2017\2017 Consulting\2017 Projects\2017-0446 South Fork Winston\PETS\ArcGIS\GIS Data\Figurel_CurrentUSGSmxd.mxd FIGURE NO. 1 CAGoogle Drive\2017\2017 Consulting\2017 Projects\2017-0446 South Fork Winston\PETS\ArcGIS\GIS Data\Figure2_HistoricUSGSmxd.mxd S�tiT yi]F YH w wu-U.S. Fish & Wildlife Service i Northern Long -Eared Bat Final 4(d) Rule rA,3,ay White -Nose Syndrome Zone Around WNS/Pd Positive Counties/Districts IN M J - �J I r TL 1 � 10 i-"-150 300 450 Miles 4--% r Map Created June 30, 2017 Counties/Districts with WNS/Pd Infected Hibernacula White -Nose Syndrome Zone Per Final 4(d) Rule U.S. counties within 150 miles of positive counties/districts (Data as of 06/30/17; additional updates expected) FNorthern Long -Eared Bat Range WO,O? (Revised 03/29/2017) Northern Long -Eared Bat range and WNS Zone subject to change as new data are collected. WNS = White -Nose Syndrome Pd = Pseudogymnoascus destructans; the fungus that causes WNS Coordinate System: WNS Counties/Districts Provisional Data North America Equidistant Conic Provided By: USGS Datum: North American 1983 Basemap Data: USGS North Carolina Department of Natural and Cultural Resources Natural Heritage Program Governor Roy Cooper Secretary Susi H. Hamilton October 31, 2017 Ryan Gibbons Carolina Wetland Services 550 E. Westinghouse Blvd Charlotte, NC 28273 RE: South Fork Muddy Creek; 2017-0446 Dear Ryan Gibbons: NCNHDE-4617 The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information about natural heritage resources for the project referenced above. A query of the NCNHP database, based on the project area mapped with your request, indicates that there are no records for rare species, important natural communities, natural areas, or conservation/managed areas within the proposed project boundary. Please note that although there may be no documentation of natural heritage elements within the project boundary, it does not imply or confirm their absence; the area may not have been surveyed. The results of this query should not be substituted for field surveys where suitable habitat exists. In the event that rare species are found within the project area, please contact the NCNHP so that we may update our records. The attached `Potential Occurrences' table summarizes rare species and natural communities that have been documented within a one -mile radius of the property boundary. The proximity of these records suggests that these natural heritage elements may potentially be present in the project area if suitable habitat exists and is included for reference. Tables of natural areas and conservation/managed area within a one -mile radius of the project area, if any, are also included in this report. Please note that natural heritage element data are maintained for the purposes of conservation planning, project review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions. Information provided by the NCNHP database may not be published without prior written notification to the NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP data may not be redistributed without permission. The NC Natural Heritage Program may follow this letter with additional correspondence if a Dedicated Nature Preserve (DNP), Registered Heritage Area (RHA), Clean Water Management Trust Fund (CWMTF) easement, or Federally -listed species are documented near the project area. If you have questions regarding the information provided in this letter or need additional assistance, please contact Rodney A. Butler at rod ney.butler o_ncdcr.gov or 919.707.8603. Sincerely, NC Natural Heritage Program MAILING ADDRESS: Tele hone: [919', 7D7-8107 LOCA.TICN 16`1 MaiI Ser,rice Center �n�rr&ncnh2.org 121 VVest hones S-reat Ralaigh, NC 27899-1881 Ralaigh, NC 27603 Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area South Fork Muddy Creek Project No. 2017-0446 October 31, 2017 NCNHDE-4617 Element Occurrences Documented Within a One -mile Radius of the Project Area Taxonomic EO ID Scientific Name Common Name Last Element Group Observation Occurrence Date Rank Natural 15957 Low Elevation Seep --- 1996-10-21 C? Community (Floodplain Subtype) Reptile 1613 Glyptemys muhlenbergii Bog Turtle 1972-05-24 H Reptile 16990 Glyptemys muhlenbergii Bog Turtle 1997 D Accuracy Federal Status 3 -Medium --- State Global State Status Rank Rank --- G4 S2 3 -Medium Threatened Threatened Similar Appearance 3 -Medium Threatened Threatened Similar Appearance Natural Areas Documented Within a One -mile Radius of the Project Area Site Name Representational Rating Collective Rating Friedburg Marsh R5 (General) C5 (General) Managed Areas Documented Within a One -mile Radius of the Project Area Managed Area Name Owner Owner Type NC Department of Transportation Mitigation Site NC Department of Transportation State NC Division of Mitigation Services Easement NC DEQ, Division of Mitigation Services State Forsyth County Open Space Forsyth County: multiple local government Local Government Friedburg Marsh Conservation Site NC Department of Transportation State G3 S2 G3 S2 Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.org/content/help. Data query generated on October 31, 2017; source: NCNHP, Q3 July 2017. Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database. Page 2 of 3 NCNHDE-4617: South Fork Muddy Creek N h - r. Po pe Rd a `- W z L Y U u � d i 52'. y Y f_ m 2 N O U m U b G 4 131ford 1/"ki9e Blvd r `n T Y J N V - Paragon Di c!; P r:^r Bridgton Rd RsV/ `: k3o� 5 ¢ 521 p`;il:hrre S akas Creek --- _ a GoltClub U a 5�1� Ka Y 15G N Jones F,.1 W�E -- so $ S F� ti I October 31, 2017 Project Boundary Buffered Project Boundary NHP Natural Area (NHNA) Managed Area (MAREA) Page 3 of 3 1:28,395 0 0.225 0.45 0.9 mi 0 0.375 0.75 1.5 km Sources: Esri, HERE, DeLorme, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong),—sstopo, Mapmylndia, © OpenStreetMap contributors, and the GIS User Community South Fork Muddy Creek November 16, 2017 Attachment B: Representative Photographs CWS Project No. 2017-0446 Photograph 1. View of South Fork Muddy Creek, facing downstream, western. Photograph 2. View of general site conditions, facing northwest. Photopage 1 of 3 „r1 b i•< .., •+{� ,• � - Tra`�.s � i! ... Y _ �, �� -t+�1 �. T 'G"-'-: _ ._ �����'�`��• � 51•��� w�' ,�� a t✓� �,f- '�a �"• __. IA— W wi.-I Akk J ��� � .�.• t�.'Xx 'y6 -F :��' �'� / �+fy .. - _ �, �, � , .�,�.: 'i.'_- _ `�'`, tea. r• ,� South Fork Muddy Creek November 16, 2017 Attachment B: Representative Photographs CWS Project No. 2017-0446 Photograph 5. View of general site conditions, facing northeast. Photograph 6. View of potential NLEB habitat under bridges, facing west. Photopage 3 of 3 South Fork Muddy Creek Attachments ATTACHMENT J: SHPO Correspondence January 25, 2019 CWS Project No. 2017-0446 October 19, 2018 Ramona Bartos Deputy State Historic Preservation Officer North Carolina State Historic Preservation Office 4617 Mail Service Center Raleigh, North Carolina 27699-4617 Subject: Request for Records Search South Fork Interceptor No. 3 Outfall Winston Salem, North Carolina CWS Project No. 2017-0446 Dear Ms. Bartos: The City of Winston-Salem is hereby contacting the North Carolina State Historic Preservation Office regarding the presence of any historic properties or cultural resources within the referenced project area. The South Fork Interceptor No. 3 Outfall site encompases a corridor that extends for approximately 9,800 linear feet from west of Peters Creek Parkway to east of Highway 52 in Winston Salem, North Carolina and is approximately 76 acres in extent (Figures 1-3). The center coordinates for the project are 36.018967°, -80.248674°. Carolina Wetland Services, Inc. (CWS) is the acting environmental consultant for this project and has prepared the following documentation and they will be included in all correspondences. The project area consists of unmaintained open areas, forested areas, powerline right-of-ways, sewerline right-of-ways, gasline right-of-ways, a maintained golf course, and residential areas (Figure 4, attached). Typical on site vegetation consists of American sycamore (Platanus occidentalis), eastern red cedar (Juniperus virginiana), flowering dogwood (Cornus florida), northern red oak (Quercus rubra), pawpaw (Asimina triloba), red maple (Acer rubrum), slippery elm (Ulmus rubra), sweetgum (Liquidambar styraciflua), river birch (Betula nigra), Virginia pine (Pinus virginiana), white oak (Quercus alba), willow oak (Quercus phellos), winged elm (Ulmus alata), autumn olive (Elaeagnus umbellata), Chinese privet (Ligustrum sinense), giant cane (Arundinaria gigantea), greenbrier (Smilax rotundifolia), Japanese honeysuckle (Lonicera japonica), muscadine (Vitis rotundifolia), poison ivy (Toxicodendron radicans), Nepalese browntop (Microstegium vimineum), river oats (Chasmanthium latifolium), shallow sedge (Carex lurida), wild onion (Allium vineale), and various grasses (Festuca spp.). Based on a review of the State Historic Preservation Office's online GIS Mapping Application', there is one historic property listed within the project limits (Figure 5, attached). Bridge #130 (Site ID FY2648) crosses South Fork Muddy Creek as part of SR 2931. Bridge #130 is listed as "Surveyed, Gone" on the SHPO GIS Mapping Application. http://gis.ncdcr.gov/hpoweb/. Accessed November 7, 2017. 1 of 2 46_76"6ty Forsyth County U011des South Fork Interceptor No. 3 Outfall Request for Records Search October 19, 2018 CWS Project No. 2017-0446 Please provide a written response concerning your determination regarding the presence of any historic properties or cultural resources within the project area. Please do not hesitate to contact Daniel Roberts at 704-527-1177, ext. 707 or daniel@cws-inc.net or Courtney Driver at 336-747-7315 or courtneyd@cityofws.org should you have any questions or comments regarding this request. Thank you for your attention to this matter. Sincerely, Courtney D4riveE,Utilities Director City of Winston Salem: Utilities Administration 101 N Main Street, Suite 357 Winston-Salem, North Carolina 27101 336-747-7315 courtneyd@cityofws.org Attachments: Figure 1. Vicinity Map Figure 2. Current USGS Site Location Map Figure 3. Historic USGS Site Location Map Figure 4. Aerial Imagery Figure 5. SHPO Map Attachment A: Photopage (Photographs 1-2) cc: Daniel Roberts, PWS Carolina Wetland Services, Inc. 550 E. Westinghouse Blvd. Charlotte, NC 28273 704-527-1177 ext. 707 (office) Jack Fitzgerald, PE Gavel & Dorn Engineering, PLLC WestPoint Blvd. Suite B Winston-Salem, NC 27103 (336) 486-1640 - Mobile P Miller f rd nc Park o W Academy S! o NX . � a IL 3 S Haw[harnRRd rn Washington �Q 'S'ealy Or Park 2 2 m Forest fall Vbn?s m Park Mall -= Silas Creek Pkwy m E spr Balton Park a9a0 t Waugh town }� D ri17 111vci _ -- South 11 CL a - C1 - a ' � Rd a o w0 i Pon �3��•hB R V 52 t (SSW se i(SSW Hobbry Sr,, t4 Fotr. �uddY Gs a ek Park Hobby Park r, Bridgton Road �: a r _ _ _ _ _ _ , _ ` _ Fo rsylh Davidson CL � yt t� ay K cS SR 2931 �'%� Leak Grkek ------��---_�_�..,-�1�L--- rolsyth_ '� I [7avidson-- a S, i%��1�8! I,fEEK P,F 4� i es a REFERENCE: BACKGROUND VICINITY MAP PROVIDED BY ESRI, DATED 2017. Ra g Legend Project Limits (76 ac.) [ 5,000 2,500 0 5,000 Feet SCALE: DATE: 1 inch = 5,000 feet 10/13/2017 Vicinity Map CWS PROJECT NO: DRAWN BY: 2017-0446 RMG South Fork Muddy Creek APPLICANT NO: CHECKED BY: C A R O L I N A Winston Salem, North Carolina GCA WETLAND SERVICES. preliminary Wetland Investigation C:\Google Drive\2017\2017 Consulting\2017 Projects\2017-0446 South Fork Winston\Preliminary Wetland Investigation\ArcGIS\GIS Data\Figurel—Vicinity.mxd FIGURE NO. 1 J i 112: f�w I al v r� REFERENCE: BACKGROUND USGS 7.5 MINUTE TOPOGRAPHIC QUADRANGLE: WINSTON SALEM EAST, NC (2017), WINSTON SALEM WEST (2017); WELCOME, NC (2017); AND MIDWAY, NC (2017), PROVIDED BY ESRI, DATED 2017. SCALE: DATE CN Legend Project Limits (76 ac.) -J = 2,000 1,000 0 2,000 Feet 1 inch = 2,000 feet 10/31/2017 Current USGS Site Location CWS PROJECT NO: DRAWN BY: 2017-0446 RMG South Fork Muddy Creek APPLICANT NO: CHECKED BY: CAROLINA Winston Salem, North Carolina GCA WETLAND SERVICES. Preliminary Wetland Investigation C:\Google Drive\2017\2017 Consulting\2017 Projects\2017-0446 South Fork Winston\PETS\ArcGIS\GIS Data\Figure1_CurrentUSGSmxd.mxd FIGURE NO. 2 � -sin �• - _ Bridgton Road T r� REFERENCE: BACKGROUND USGS 7.5 MINUTE TOPOGRAPHIC QUADRANGLE: WINSTON SALEM EAST, NC (2017), WINSTON SALEM WEST (2017); WELCOME, NC (2017); AND MIDWAY, NC (2017), PROVIDED BY ESRI, DATED 2017. SCALE: DATE CN Legend Project Limits (76 ac.) -J = 2,000 1,000 0 2,000 Feet 1 inch = 2,000 feet 10/31/2017 Current USGS Site Location CWS PROJECT NO: DRAWN BY: 2017-0446 RMG South Fork Muddy Creek APPLICANT NO: CHECKED BY: CAROLINA Winston Salem, North Carolina GCA WETLAND SERVICES. Preliminary Wetland Investigation C:\Google Drive\2017\2017 Consulting\2017 Projects\2017-0446 South Fork Winston\PETS\ArcGIS\GIS Data\Figure1_CurrentUSGSmxd.mxd FIGURE NO. 2 CAGoogle Drive\2017\2017 Consulting\2017 Projects\2017-0446 South Fork Winston\PETS\ArcGIS\GIS Data\Figure2_HistoricUSGSmxd.mxd K-101 M Rd 5W 81�1'Y' Gt °d4,- rr'ad Cr 7 C,`dtl�'Fosr [' r R Y � bio^ R4 544 North Carolina State Historic Preservation Office HPOWEB GIS Service 3 N k c4 � aik Y #q'h Ln a Y i IRI, p�a[s �r i .4, Wirt.ren,Sa7�m x I I. K..hwan Rd 9W 4 t a gg d� a O a{ � Nary Rd sw a % 8 0whllla—'L, sw 8 4�41A Y 9P w thesewo-aQM1 Ad G r� 1,d Approximate Project Location Figure 5 Accessed: November 6, 2017 t Oueinsw,fy RV SW �• p o- _ rz f�� f 1 ----- FY823i b, -r.7 Pt�. wlicku F'1'41�BE Hop—.1M.`.i— � €M11aM1 Carolina Wetland Services, Inc. 2017-0446 South Fork Muddy Creek Sewer Line c4 � aik Y #q'h Ln i .4, Wirt.ren,Sa7�m x I I. Sarah Fark Muddy an k a L Figure 5 Accessed: November 6, 2017 t Oueinsw,fy RV SW �• p o- _ rz f�� f 1 ----- FY823i b, -r.7 Pt�. wlicku F'1'41�BE Hop—.1M.`.i— � €M11aM1 Carolina Wetland Services, Inc. 2017-0446 South Fork Muddy Creek Sewer Line South Fork Muddy Creek Sewer Line Replacement November 7, 2017 Attachment A: Photopage CWS Project No. 2017-0446 Photograph 1. View of FY2648 Bridge #130 location, facing north. Photograph 2. View of general site conditions, facing west. Photopage 1 of 1