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HomeMy WebLinkAbout20140040 Ver 1_401 Application_20140110 Karagosian Ecological Consulting P.O. Box 77461 | Charlotte, NC 28271 | 704 -975 -0559 December 23, 2013 U.S. Army Corps of Engineers Asheville Regulatory Field Office Attn: Ms. Tasha McCormick 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 North Carolina Division of Water Resources Wetlands Branch – 401 & Buffer Permitting Unit Attn: Ms. Karen Higgins 1650 Mail Service Center Raleigh, NC 27699-1650 Subject: Application for Clean Water Act Section 404 Nationwide Permit No. 14 and Section 401 General Water Quality Certification No. 3886 and Request for Approved Jurisdictional Determination Cornelius Road – Mazeppa Road Connector Mooresville, Iredell County, North Carolina KEC Project No.: KEC1001 Dear Ms. McCormick and Ms. Higgins: The Town of Mooresville has retained Karagosian Ecological Consulting (KEC) and WSP USA Corp. to conduct Clean Water Act Section 404/401 permitting services, including a delineation of jurisdictional waters of the U.S., associated with the Cornelius Road – Mazeppa Road Connector in Iredell County, North Carolina. On behalf of the Town, KEC requests an approved jurisdictional determination (JD) and Nationwide Permit Number 14 authorization from the U.S. Army Corps of Engineers Wilmington District (USACE), and a Clean Water Act Section 401 General Water Quality Certification Number 3886 authorization from the North Carolina Division of Water Quality (NCDWQ). This letter provides a brief narrative describing the project background and history, the waters of the U.S. delineated on the project site, and the proposed impacts to waters of the U.S. Attached, please find a completed Pre-Construction Notification form and Agent Authorization Form (Attachment A), permit drawings (Attachment B), JD Request, including wetland and stream data forms and Rapanos forms (Attachment C), photographs (Attachment D), mitigation availability letter from the North Carolina Ecosystem Enhancement Program (NCEEP) (Attachment E), correspondence with the U.S. Fish and Wildlife Service and the N.C. Natural Heritage Program, and a memorandum regarding a survey for Hexastylis naniflora (Attachment F), correspondence from the N.C. State Historic Preservation Office (Attachment G), and the Right-of-Way and Easement Acquisition Maps (Attachment H). Ms. Tasha McCormick and Ms. Karen Higgins December 23, 2013 Page 2 of 5 Project Description The scope of the project consists of constructing an approximately 4,200 foot long roadway between the Cornelius Road/US Highway 21 intersection and the Mazeppa Road/NC Highway 115 intersection. The project corridor is approximately 11.7 acres in size including right-of-way and permanent drainage easement. The majority of the corridor is on new location, and is primarily comprised of early and mid-successional forested land, overgrown fields, agricultural fields and residential properties. A small section of the new roadway is located on Adventure Lane, an existing paved two lane facility at the western end of the alignment, which will cease to operate following project completion. The project corridor is situated within the Mooresville, NC USGS 7.5 minute topographic quadrangle. The proposed roadway will consist of 2 lanes with 6-foot full depth paved shoulders and storm water ditches on each side. Intersection improvements are required to accommodate turning movements at the US 21 and NC 115 intersections. The project will be constructed within a 110- foot wide right-of-way, which is sufficient to accommodate a potential future four-lane median divided, curb and gutter facility. The proposed project will result in permanent impacts to 210 linear feet (lf) of Stream S-1, a perennial stream (i.e., perennial relatively permanent water) that is an unnamed tributary to Reeds Creek. Impacts to 0.042 acres of abutting wetland are also proposed. These impacts are discussed in greater detail below. Project Background A feasibility study for the Cornelius Road – Mazeppa Road Connector was prepared by PBS&J in August 2009, which identified six alternative alignments for a four-lane facility including sidewalks, bike lanes, and medians. Subsequently, WSP was contracted to conduct roadway design and related services for a two-lane roadway on the preferred alignment. As part of the initial design review, Adam Karagosian, previously with WSP, performed a delineation of jurisdictional waters of the U.S. in, and in close proximity to, the preferred alignment. The delineation identified three jurisdictional streams that would be impacted within the preferred alignment. As a result, the preferred alignment was shifted further south to avoid the confluence of the three headwater streams, and the currently proposed right-of-way will result in impacts to only one jurisdictional stream and a portion of a small wetland. Purpose and Need The Town of Mooresville proposes to improve freight and vehicular traffic movement in the area surrounding US 21, Cornelius Road, and Mazeppa Road. Cornelius Road and Mazeppa Road are located in the area north of downtown within the industrial region of Mooresville that provides employment, goods, and services for the community and surrounding region. Road improvements will be needed to accommodate expected growth for the economic development of Mooresville. The proposed connection of Cornelius and Mazeppa Roads would provide safer and more efficient access for freight and vehicular traffic traveling through the area. The Cornelius Road area is anticipated to experience future growth and development. The Mooresville Comprehensive Transportation Plan recommends a roadway connection between US 21 and Mazeppa Road, providing a linkage between Cornelius Road and the Mooresville Business Park along Mazeppa Road to the east. This linkage will serve the existing Ms. Tasha McCormick and Ms. Karen Higgins December 23, 2013 Page 3 of 5 industrial and employment centers and provide an alternative route for traffic from the Talbert Business Park on Talbert Point Road, south of Cornelius Road. In addition, the linkage will provide access for future expansion of the Talbert Center Industrial Park to the north. Expanding the transportation system in this area with an increased number of collector streets will enhance travel between local streets and arterials, and improve accessibility to higher intensity residential areas and activity centers. This roadway will also act as a reliever to NC 150. Waters of the U.S. and Request for Jurisdictional Determination On December 20 and 21, 2011 and January 30, 2012, wetland scientist Adam Karagosian, PWS, field delineated jurisdictional waters of the U.S. within and in close proximity to the project corridor. Wetlands were identified and delineated in accordance with the 1987 Corps of Engineers Wetlands Delineation Manual and the 2012 Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Eastern Mountains and Piedmont Region. The delineation was subsequently field-reviewed by Steve Kichefski of the U.S. Army Corps of Engineers (USACE) Wilmington District, Asheville Regulatory Field Office on January 31, 2012. Based on the delineation and field review, the following jurisdictional waters of the U.S. are located on the project site: Stream S-1 – This second order, perennial relatively permanent water (RPW) is located in the western one-third of the project corridor, and is an unnamed tributary to Reeds Creek. Reeds Creek flows into the Catawba River (Lake Norman) southwest of the project. Stream S-1 is approximately 6 – 8 feet wide in the vicinity of the proposed road crossing, with bank heights of 1 to 3 feet. Substrate is comprised of coarse sand and gravel overlain with fine sediment. The stream had low to moderate flow at the time of the site visit. The stream is approximately 235 lf in length in the project corridor. The stream originates from an impoundment located approximately 500 feet to the north. Impacts to this stream are proposed. Stream S-3 – This second order, perennial RPW is located in the western one-third of the project corridor, and is an unnamed tributary to Reeds Creek that drains into Stream S-1 just north of the proposed stream impact area. Stream S-3 is approximately 3 – 4 feet wide in the project corridor with bank heights of 1 to 3 feet. Substrate is comprised of sand and gravel overlain with fine sediment. The stream had low flow at the time of the delineation. The stream is approximately 22 lf in the project corridor, and originates from an impoundment located approximately 800 lf northeast of the S-1/S-3 confluence. Wetland A – this palustrine forested wetland directly abuts Stream S-1, and is approximately 0.047 acre in the project corridor. This wetland is classified as a headwater forest in accordance with the North Carolina Wetland Assessment Method, Dichotomous Key to General North Carolina Wetland Types, Version 6. The canopy is dominated by red maple (Acer rubrum) and green ash (Fraxinus pennsylvanica), and the sub-canopy is dominated by tag alder (Alnus serrulata) and Chinese privet (Ligustrum sinense). Dominant woody vines include Japanese honeysuckle (Lonicera japonica) and greenbriar (Smilax rotundifolia), with multiflora rose (Rosa multiflora) also present. The herbaceous layer is dominated by Japanese honeysuckle, blackberry (Rubus sp.) and false nettle (Boehmeria cylindrica). Saturated soils were observed at a depth of four inches, and ponded water was observed on a compacted dirt road contained within the wetland boundary. Hydric soils with a depleted matrix were observed. Ms. Tasha McCormick and Ms. Karen Higgins December 23, 2013 Page 4 of 5 On behalf of the Town of Mooresville, and in cooperation wih WSP, Karagosian Ecological Consulting herein requests an Approved Jurisdictional Determination. Reference Attachment B – Figure 3 for the Approximate Waters of the U.S. Boundary Map. Reference Attachment C for Routine Wetland Determination Data Forms, stream assessment data forms, and Rapanos JD Forms. Photographs of the jurisdictional areas are included in Attachment D. Proposed Impacts to Waters of the U.S. Impacts to waters of the U.S. are unavoidable due to the location of Stream S-1 transecting the project corridor. Impacts to 210 lf of Stream S-1 are proposed and would result from installation of a 129-foot long, 72-inch diameter reinforced concrete pipe culvert, including construction and installation of headwalls and wingwalls and riprap armoring on the banks at the culvert outlet. Impacts to 0.042 acre of Wetland A are also proposed resulting from the addition of fill to accommodate the culvert, as well as construction of the proposed roadway. Avoidance and Minimization Six design alternatives were considered as part of the August 2009 Final Cornelius-Mazeppa Connector Alignment Feasibility Study. The Feasibility Study considered environmental impacts, cost, relocations, and public support prior to choosing a preferred alignment. Field reviews and wetland delineations conducted in December 2011 and January 2012 identified several jurisdictional unnamed tributaries to Reeds Creek that would be impacted by the preferred alternative. Subsequently, the preferred alternative was realigned further to the south below the confluence of the three relatively permanent waters (tributaries to Reeds Creek), in order to minimize stream impacts. Therefore, the current alignment crosses only one stream, avoiding impacts to more than 200 lf of additional RPW. Additional minimization measures include: • The roadway has been designed with 2:1 slopes at the stream crossing to minimize pipe length and reduce the length of stream impact. • The proposed culvert has been designed with headwalls and wingwalls to reduce the pipe length.  The construction of a bridge was determined to be cost-prohibitive and was dropped from further consideration. Reference permit drawings in Attachment B. Compensatory Mitigation The Town proposes to compensate for impacts to Stream S-1 through purchase of mitigation credits from the NCEEP. Attached, please find correspondence from NCEEP indicating the availability of credits for purchase (Attachment E). Impacts to Wetland A are considered de minimus due to the small amount of impact (0.042 acre), the small overall size of the wetland (approximately 0.08 acre, including 0.047 acre in the project corridor), and the low quality of the wetland, therefore no wetland mitigation is proposed. Storm Water Management This is a linear transportation project and is not being designed or constructed to support a known development. The Town of Mooresville is a Phase II municipality, therefore future development in the vicinity of the project will be required to adhere to strict storm water ATTACHMENT A PRE-CONSTRUCTION NOTIFICATION FORM AGENT AUTHORIZATION FORM Page 1 of 12 PCN Form – Version 1.3 December 10, 2008 Version Office Use Only: Corps action ID no. _____________ DWQ project no. _______________ Form Version 1.3 Dec 10 2008 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: Section 404 Permit Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? Yes No 1d. Type(s) of approval sought from the DWQ (check all that apply): 401 Water Quality Certification – Regular Non-404 Jurisdictional General Permit 401 Water Quality Certification – Express Riparian Buffer Authorization 1e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: Yes No For the record only for Corps Permit: Yes No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. Yes No 1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h below. Yes No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No 2. Project Information 2a. Name of project: Cornelius Road - Mazeppa Road Connector 2b. County: Iredell 2c. Nearest municipality / town: Mooresville 2d. Subdivision name: N/A 2e. NCDOT only, T.I.P. or state project no: N/A 3. Owner Information 3a. Name(s) on Recorded Deed: Town of Mooresville 3b. Deed Book and Page No. DB 901; Page 1432 3c. Responsible Party (for LLC if applicable): Attn: Mr. Ryan Rase, P.E., Deputy Town Manager 3d. Street address: 413 North Main Street 3e. City, state, zip: Mooresville, NC 28117 3f. Telephone no.: 704-799-3610 3g. Fax no.: 3h. Email address: rrase@ci.mooresville.nc.us Page 2 of 12 PCN Form – Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: Agent Other, specify: 4b. Name: 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: Adam H. Karagosian, PWS 5b. Business name (if applicable): Karagosian Ecological Consulting 5c. Street address: P.O. Box 77461 5d. City, state, zip: Charlotte, NC 28271 5e. Telephone no.: 704-975-0559 5f. Fax no.: 5g. Email address: akaragosian@hotmail.com Page 3 of 12 PCN Form – Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): PIN 4658636019 1b. Site coordinates (in decimal degrees): Latitude: 35.613425 Longitude: - 80.82833 (DD.DDDDDD) (-DD.DDDDDD) 1c. Property size: 11.7 acres in the right-of-way and drainage easement acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: UT Reeds Creek 2b. Water Quality Classification of nearest receiving water: WS-IV, B 2c. River basin: Catawba Page 4 of 12 PCN Form – Version 1.3 December 10, 2008 Version 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The project site includes new location alignment comprised of agricultural fields (pasture and crop); early successional forest; mixed pine-hardwood forest; dry oak-hickory forest, and residential properties. A small (< 0.10 acre) palustrine forested wetland is located adjacent to an unnamed tributary to Reeds Creek in the project corridor. The project site is also comprised of ruderal land along the existing Cornelius Road, US 21, NC 115, and Adventure Lane, including existing and abandoned residential properties and abandoned fields, as well as maintained and unmaintained roadside environment. The project vicinity includes residential, agricultural, and forested land, as well as some industrial uses. 3b. List the total estimated acreage of all existing wetlands on the property: 0.047 acre 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 257 lf 3d. Explain the purpose of the proposed project: The Town of Mooresville proposes to improve freight and vehicular traffic movement in the area surrounding US 21, Cornelius Road, and Mazeppa Road in Mooresville. Cornelius Road and Mazeppa Road are located in the area north of downtown within the industrial region of Mooresville that provides employment, goods, and services for the community and surrounding region. Road improvements will be needed to accommodate expected growth for the economic development of Mooresville. The proposed connection of Cornelius and Mazeppa Roads would provide safer and more efficient access for freight and vehicular traffic traveling through the area. The Cornelius Road area is anticipated to experience future growth and development. The Mooresville Comprehensive Transportation Plan recommends a roadway connection between US 21 and Mazeppa Road, providing a linkage between Cornelius Road and the Mooresville Business Park along Mazeppa Road to the east. This linkage will serve the existing industrial and the employment centers and provide an al ternative route for traffic from the Talbert Business Park on Talbert Point Road, south of Cornelius Road. In addition, the linkage will provide access for future expansion of the Talbert Center Industrial Park to the north. Expanding the transportation system in this area with an increased number of collector streets will enhance travel between local streets and arterials, and improve accessibility to higher intensity residential areas and activity centers. This roadway will also act as a reliever to NC 150. 3e. Describe the overall project in detail, including the type of equipment to be used: The proposed roadway will consist of 2 lanes with 6-foot full depth paved shoulders and storm water ditches on each side. Intersection improvements are required to accommodate turning movements at the US 21 and NC 115 intersections. The project will be constructed within a 110-foot wide right-of-way, which is sufficient to accommodate a potential future four-lane median divided, curb and gutter facility. Impacts to waters of the U.S. are unavoidable, and include impacting 0.042 acre of headwater wetland for road fill and impacting 210 linear feet of perennial stream by installing a 129 linear foot 72-inch diameter reinforced concrete pipe (RCP). The invert of the pipe will be buried 12-inches to accommodate aquatic life passage. Standard road construction equipment will be utilized, including track hoes, bull dozers, and grading pans. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Comments: JD REQUEST ATTACHED Yes No Unknown 4b. If the Corps made the jurisdictional determination, what type of determination was made? Preliminary Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Adam Karagosian, PWS Agency/Consultant Company: WSP/Karagosian Ecological Consulting Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. Page 5 of 12 PCN Form – Version 1.3 December 10, 2008 Version 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? Yes No Unknown 5b. If yes, explain in detail according to “help file” instructions. 6. Future Project Plans 6a. Is this a phased project? Yes No 6b. If yes, explain. The currently proposed project calls for a two-lane roadway. However, based on the Town of Mooresville Comprehensive Transportation Plan, all roads within the project vicinity, including US 21, NC 115, Cornelius Road, and Mazeppa Road, will be widened to four-lane facilities by the year 2030. Therefore, in order to accommodate anticipated future traffic increases, the Town of Mooresville anticipates expanding the proposed connector road to a four lane section sometime in the future (reference the "Final Cornelius-Mazeppa Connector Alignment Feasibility Study," prepared in August 2009, available upon request). The timing of the future expansion, however, is uncertain, and not likely to occur within the next 10 years. No future design has been conducted but the Town has acquired the necessary right-of-way to allow for expansion in the future. Page 6 of 12 PCN Form – Version 1.3 December 10, 2008 Version C. Proposed Impacts Inventory 1. Impacts Summary 1a. 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. Wetland impact number – Permanent (P) or Temporary (T) 2b. Type of impact 2c. Type of wetland (if known) 2d. Forested 2e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 2f. Area of impact (acres) W1 P T fill headwater wetland Yes No Corps DWQ 0.029 acre W2 P T fill headwater wetland Yes No Corps DWQ 0.013 acre W3 P T Yes No Corps DWQ W4 P T Yes No Corps DWQ W5 P T Yes No Corps DWQ W6 P T Yes No Corps DWQ 2g. Total wetland impacts 0.042 acre 2h. Comments: Wetland impacts are necessary and will result from the addition of fill to accommodate installation of a 129 foot long 72-inch diameter culvert, as well as construction of the proposed roadway. 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. Stream impact number - Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction (Corps - 404, 10 DWQ – non-404, other) 3f. Average stream width (feet) 3g. Impact length (linear feet) S1 P T culvert and fill UT Reeds Creek PER INT Corps DWQ 6-8 210 S2 P T PER INT Corps DWQ S3 P T PER INT Corps DWQ S4 P T PER INT Corps DWQ S5 P T PER INT Corps DWQ S6 P T PER INT Corps DWQ 3h. Total stream and tributary impacts 210 3i. Comments: Stream impacts are unavoidable and will result from the placement of roadway fill and riprap streambank armoring associated with the installation of a 129 lf 72-inch RCP culvert. The culvert invert will be buried 12-inches to accommodate aquatic life passage. Page 7 of 12 PCN Form – Version 1.3 December 10, 2008 Version 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. 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) O1 P T O2 P T O3 P T O4 P T 4f. Total open water impacts 4g. Comments: N/A 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 Flooded P1 P2 5f. Total 5g. Comments: N/A 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 Other: Catawba Randleman 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 P T Yes No B2 P T Yes No B3 P T Yes No 6h. Total buffer impacts 6i. Comments: N/A Page 8 of 12 PCN Form – Version 1.3 December 10, 2008 Version D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Six design alternatives were considered as part of the August 2009 Final Cornelius-Mazeppa Connector Alignment Feasibility Study. The Feasibility Study considered environmental impacts, costs, relocations, and public support prior to choosing a preferred alignment. Field reviews and wetland delineations conducted in December 2011 and January 2012 identified several jurisdictional unnamed tributaries to Reeds Creek that would be impacted by the preferred alternative. Subsequently, the preferred alternative was realigned further to the south below the confluence of the three relatively permanent waters (tributaries to Reeds Creek), in order to minimize stream impacts. Therefore, the current alignment crosses only one stream, avoiding impacts to more than 200 lf of additional RPW s. Additional minimization measures include: • The roadway has been designed with 2:1 slopes at the stream crossing to minimize pipe length and reduce the length of stream impact • The proposed culvert has been designed with headwalls and wingwalls to reduce the pipe length. • The construction of a bridge was determined to be cost-prohibitive and was dropped from further consideration. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Construction equipment will be directed to work from upland areas and will not access the stream below the ordinary high water mark outside of the proposed impact area. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? Yes No 2b. If yes, mitigation is required by (check all that apply): DWQ Corps 2c. If yes, which mitigation option will be used for this project? Mitigation bank Payment to in-lieu fee program Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. Yes 4b. Stream mitigation requested: 210 linear feet 4c. If using stream mitigation, stream temperature: warm cool cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: 0 acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 9 of 12 PCN Form – Version 1.3 December 10, 2008 Version 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? Yes No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). N/A 6h. Comments: N/A Page 10 of 12 PCN Form – Version 1.3 December 10, 2008 Version E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? Yes No 1b. If yes, then is a diffuse flow plan included? If no, explain why. Comments: N/A Yes No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? % 2b. Does this project require a Stormwater Management Plan? Yes No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: This is a linear transportation project and is not being designed or constructed to support a known development. The Town of Mooresville is a Pase II municipality, therefore future development in the vicinity of the project will be required to adhere to strict storm water management requirements. 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: N/A 2e. Who will be responsible for the review of the Stormwater Management Plan? Certified Local Government DWQ Stormwater Program DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government’s jurisdiction is this project? Town of Mooresville 3b. Which of the following locally-implemented stormwater management programs apply (check all that apply): Phase II NSW USMP Water Supply Watershed Other: 3c. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 4. DWQ Stormwater Program Review 4a. Which of the following state-implemented stormwater management programs apply (check all that apply): Coastal counties HQW ORW Session Law 2006-246 Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No 5b. Have all of the 401 Unit submittal requirements been met? Yes No Page 11 of 12 PCN Form – Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes No 1b. 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 (North Carolina) Environmental Policy Act (NEPA/SEPA)? Yes No 1c. 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.) Comments: Yes No 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, or Riparian Buffer Rules (15A NCAC 2B .0200)? Yes No 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 additional development, which could impact nearby downstream water quality? Yes No 3b. If you answered “yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered “no,” provide a short narrative description. The Town of Mooresville is a Lake Norman community and had an estimated population of 26,854 in 2008. The population of Mooresville is projected to increase to 32,285 by 2013. The Cornelius Road corridor, located directly to the north of the current Town limits, was given a land use designation of Employment Center/Flex/Light Industrial in the 2007 Mooresville Comprehensive Land Use Plan. This designation established the corridor as an important location for future commercial growth. Therefore, the project is being constructed to accommodate anticipated future development. The Mooresville Comprehensive Transportation Plan recommended significant transportation improvements in the area between Cornelius Road and Mazeppa Road. These improvements included a future I-77 interchange with Cornelius Road and a future connection of Cornelius Road and Mazeppa Road in the vicinity of US 21 and NC 115, providing a linkage between Cornelius Road and the Mooresville Business Park along Mazeppa Road to the east. This linkage between Cornelius Road and Mazeppa Road is also important for freight movement. According to the Mooresville Comprehensive Transportation Plan, the ultimate vision for Cornelius Road is to serve as an alternative corridor to NC 150 while working in conjunction with Mazeppa Road to provide easier access to I-77 for future commercial growth. 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 will not generate wastewater. The surrounding area is served by the Town of Mooresville municipal sewer service. Adam Karagosian 11/6/2013 4658636019 704-799-3610 ATTACHMENT B PERMIT DRAWINGS 10+00 15+00 20+00 25+0 0 30+00 860 860860 865 865 865 870 870 870 875 875 875 875 875 880 880 880 8 8 0 885885 885 885 890 890 890 890 895 895 895 900 900 900 900 905 910 9 15 920 920 920 9 20 925 925 925 925 925 N C H WY 2 1 LICENSE NO. F-0891 Transportation & Infrastructure www.wspgroup.com 128 Talbert Road Suite A Mooresville, NC 28117 - 704.662.0100 DATE 11-2014 PROJECT NO. FIGURE 4 11-18-13 1 INCH = FEET 0 125 250 250 - L - S T A. 3 2 + 5 0. 0 0 S E E F I G. 5 M A T C H L I N E C O R N E LI U S R D LEGEND JURISDICTIONAL WATERS OF THE U.S. TOWN OF MOORESVILLE MOORESVILLE, NC 28115 P.O. BOX 878 PERENNIAL RPW STREAM S-1 S-1 IMPACT: 210 LF ( 0.024 ACRES) WETLAND A IMPACT: 0.042 ACRES (0.024 ACRES) IMPACT: 210 LF STREAM S-1 IMPACT: 0.013 ACRES WETLAND A IMPACT: 0.029 ACRES WETLAND A PROJECT OVERVIEW CORNELIUS RD - MAZZEPA RD CONNECTOR STREAM IMPACT WETLAND IMPACT CONSTRUCTION LIMITS PROPOSED CENTERLINE DRAINAGE EASEMENT RIGHT OF WAY SEE FIGURE 6 PERENNIAL RPW STREAM S-3 35+00 40+00 4 5 +0 0 50+00 55+00 905 910 910 915 915 920 920 925 925 925 930 930 935 935 940 940 940 9 4 0 940 945 945 945 945 950 N C H W Y 1 1 5 LICENSE NO. F-0891 Transportation & Infrastructure www.wspgroup.com 128 Talbert Road Suite A Mooresville, NC 28117 - 704.662.0100 DATE 11-2014 PROJECT NO. FIGURE 5 11-18-13 1 INCH = FEET 0 125 250 250TOWN OF MOORESVILLE MOORESVILLE, NC 28115 P.O. BOX 878 MAZEPPA RD LEGEND STREAM IMPACT WETLAND IMPACT CONSTRUCTION LIMITS PROPOSED CENTERLINE DRAINAGE EASEMENT RIGHT OF WAY S E E F I G. 4 M A T C H L I N E - L - S T A. 3 2 + 5 0. 0 0 PROJECT OVERVIEW CORNELIUS RD - MAZZEPA RD CONNECTOR 857 8 5 7 8 5 8 8 5 8 8 5 9 8 5 9 8 6 1 861 8 6 1 8 6 2 862 862 8 6 2 8 6 2 8 6 3 863 863 8 6 3 8 6 3 8 6 3 8 6 4 864 864 864 8 6 4 864 8 6 4 8 6 6 866 8 6 6 8 6 6 8 6 6 8 6 7 8 6 7 8 6 7 8 6 7 867 868 8 6 8 868 8 6 8 8 6 8 8698 6 9 8 6 9 869 8 6 9 8 6 9 8 7 1 871 8 7 1 8 7 2 8 7 2 872 872 8 7 2 8 7 3 8 7 3 873 873 873 8 7 4 874 8 7 4 876 8 7 6 8 7 7 8 7 8 8 7 9 8 8 1 8 8 2 8 8 3 8 8 3 8 8 4 8 8 4 8 8 6 8 8 7 8 8 8 8 8 9 891 892 858859 860 860860 8 6 1 8 61 8 6 2 862 862 862 8 6 3 863 863 863 8 63 8 6 4 864 864 864 864 86 5 865 8 6 5 8 6 6 8 6 6 8 6 6 8 67 8 6 7 8 6 7 868 8 6 8 8 6 8 8 6 9 8 6 9 8 6 9 8 7 0 870 870 870 871 8 7 1 8 7 1 872 8 7 2 8 7 2 873 8 7 3 8 7 3 874 8 7 4 8 7 4 8 7 5 875 875 875 8 7 5 876 876 8 7 6 877 87 7 8 7 7 8 7 7 878 87 8 879 879 879 8 8 0 880 880 880 8 8 0 881 881 882 8 8 2 8 8 2 882 883 88 3 8 8 3 883 8 8 4 884 885 885 8 8 6 8 8 7 888860 860860 8 6 5 865 8 6 5 870 8 7 0 8 7 0 8 7 5 875 875 875 8 7 5 880 880 880 885 2 5 + 0 0 F F F C C F F F DATE 11-2014 PROJECT NO. FIGURE 6 11-18-13 1 INCH = FEET 0 TOWN OF MOORESVILLE MOORESVILLE, NC 28115 P.O. BOX 878 25 50 50 LICENSE NO. F-0891 Transportation & Infrastructure www.wspgroup.com 128 Talbert Road Suite A Mooresville, NC 28117 - 704.662.0100 JURISDICTIONAL WATERS OF THE U.S. S-1 IMPACT: 210 LF ( 0.024 ACRES) WETLAND A IMPACT: 0.042 ACRES LEGEND STREAM IMPACT WETLAND IMPACT CONSTRUCTION LIMITS PROPOSED CENTERLINE DRAINAGE EASEMENT RIGHT OF WAY MEASURE EROSION CONTROL TEMPORARY MEASURE EROSION CONTROL TEMPORARY IMPACT: 0.013 ACRES WETLAND A IMPACT: 0.029 ACRES WETLAND A 72" RCP @ 0.9% PROP. 129LF CONTROL MEASURE EROSION TEMPORARY CONTROL MEASURE TEMPORARY EROSION LIMITS IN THESE AREAS BEYOND CONSTRUCTION NO EQUIPMENT PERMITTED LIMITS IN THIS AREA BEYOND CONSTRUCTION NO EQUIPMENT PERMITTED 12 ’ 12 ’3 6 ’ 110 ’ R O W PROPOSED IMPACTS TO WATERS OF THE U.S. CORNELIUS RD - MAZEPPA RD CONNECTOR (0.024 ACRES) IMPACT: 210 LF PERENNIAL RPW STREAM S-1 DATE 11-2014 PROJECT NO. FIGURE 7 11-18-13 1 INCH = FEET 0 TOWN OF MOORESVILLE MOORESVILLE, NC 28115 P.O. BOX 878 25 50 50 LICENSE NO. F-0891 Transportation & Infrastructure www.wspgroup.com 128 Talbert Road Suite A Mooresville, NC 28117 - 704.662.0100 23 24 25 26 850 860 870 10 11 12 880 860 870 880 890 1 INCH = FEET5 (VER) (HOR) PROFILES CORNELIUS RD - MAZEPPA RD CONNECTOR PROP. CL OF ROAD PROFILE PROP. CL OF PIPE PROFILE GRADE EXISTING GRADE EXISTING ( - ) 7. 0000%(+)4.1829% GRADE PROPOSED 72" RCP GRADE PROPOSED PROP. 129LF OF 72" RCP (2 :1 NOR MAL T O R OAD CL) 2 .15 :1 S LOP E ( 2: 1 N O R M A L T O R O A D C L) 2. 0 8: 1 S L O P E ATTACHMENT C JURISDICTIONAL DETERMINATION REQUEST REQUEST FOR APPROVED JURISDICTIONAL DETERMINATION Date: December 23, 2013 Project Name: Cornelius Road – Mazeppa Road Connector Project Location: Between US 21 and NC 115, Mooresville, NC Tract Size: +/- 11.7 acres Lat/Long (approximate project center): 35° 36’ 49.6” N / -80° 49’ 35.3” W Project County: Iredell USGS Quadrangle: Mooresville, NC Owner/Applicant: Town of Mooresville 413 North Main Street Mooresville, NC 28117 Attn.: Ryan Rase [704-799-3610] Consultant/Agent: Karagosian Ecological Consulting P.O. Box 77461 Charlotte, NC 28271 Attn.: Adam Karagosian, PWS [704-975-0559] Notes: Contents: Approximate Waters of the U.S. Map Figures: USGS and Soils Photographs Routine Wetland Determination Data Forms NCDWQ Stream Identification Forms USACE Stream Assessment Forms Rapanos JD Form APPROVED JURISDICTIONAL DETERMINATION FORM U.S. Army Corps of Engineers This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook. SECTION I: BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): November 20, 2013 B. DISTRICT OFFICE, FILE NAME, AND NUMBER: C. PROJECT LOCATION AND BACKGROUND INFORMATION: Cornelius Rd-Mazeppa Rd Connector, UT Reeds Creek State:NC County/parish/borough: Iredell City: Mooresville Center coordinates of site (lat/long in degree decimal format): Lat. 35.614528° N, Long. -80.82875° W. Universal Transverse Mercator: Name of nearest waterbody: Reeds Creek Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Catawba River Name of watershed or Hydrologic Unit Code (HUC): Upper Catawba 03050101 Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request. Check if other sites (e.g., offsite mitigation sites, disposal sites, etc…) are associated with this action and are recorded on a different JD form. D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): Office (Desk) Determination. Date: Field Determination. Date(s): 01/31/12 SECTION II: SUMMARY OF FINDINGS A. RHA SECTION 10 DETERMINATION OF JURISDICTION. There Are no “navigable waters of the U.S.” within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the review area. [Required] Waters subject to the ebb and flow of the tide. Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign co mmerce. Explain: . B. CWA SECTION 404 DETERMINATION OF JURISDICTION. There Are “waters of the U.S.” within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required] 1. Waters of the U.S. a. Indicate presence of waters of U.S. in review area (check all that apply): 1 TNWs, including territorial seas Wetlands adjacent to TNWs Relatively permanent waters2 (RPWs) that flow directly or indirectly into TNWs Non-RPWs that flow directly or indirectly into TNWs Wetlands directly abutting RPWs that flow directly or indirectly into TNWs Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs Impoundments of jurisdictional waters Isolated (interstate or intrastate) waters, including isolated wetlands b. Identify (estimate) size of waters of the U.S. in the review area: Non-wetland waters: +/- 257 linear feet: 4-10 width (ft) and/or acres. Wetlands: +/- 0.047 acres. c. Limits (boundaries) of jurisdiction based on: 1987 Delineation Manual Elevation of established OHWM (if known):Wetland boundary based on 1987 manual and regional supplement; Stream boundary based on presence of OHWM. 2. Non-regulated waters/wetlands (check if applicable):3 Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional. Explain: . 1 Boxes checked below shall be supported by completing the appropriate sections in Section III below. 2 For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flo ws year-round or has continuous flow at least “seasonally” (e.g., typically 3 months). 3 Supporting documentation is presented in Section III.F. SECTION III: CWA ANALYSIS A. TNWs AND WETLANDS ADJACENT TO TNWs The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2 and Section III.D.1.; otherwise, see Section III.B below. 1. TNW Identify TNW: . Summarize rationale supporting determination: . 2. Wetland adjacent to TNW Summarize rationale supporting conclusion that wetland is “adjacent”: . B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY): This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps determine whether or not the standards for jurisdiction established under Rapanos have been met. The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are “relatively permanent waters” (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3 months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round (perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow, skip to Section III.D.4. A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and EPA regions will include in the record any available information that documents the existence of a significant nexus between a relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even though a significant nexus finding is not required as a matter of law . If the waterbody4 is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for the tributary, Section III.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite and offsite. The determination whether a significant nexus exists is determined in Section III.C below. 1. Characteristics of non-TNWs that flow directly or indirectly into TNW (i) General Area Conditions: Watershed size: Pick List Drainage area: Pick List Average annual rainfall: inches Average annual snowfall: inches (ii) Physical Characteristics: (a) Relationship with TNW: Tributary flows directly into TNW. Tributary flows through Pick List tributaries before entering TNW. Project waters are Pick List river miles from TNW. Project waters are Pick List river miles from RPW. Project waters are Pick List aerial (straight) miles from TNW. Project waters are Pick List aerial (straight) miles from RPW. Project waters cross or serve as state boundaries. Explain: . Identify flow route to TNW5: . Tributary stream order, if known: . 4 Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the arid West. 5 Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW. (b) General Tributary Characteristics (check all that apply): Tributary is: Natural Artificial (man-made). Explain: . Manipulated (man-altered). Explain: . Tributary properties with respect to top of bank (estimate): Average width: feet Average depth: feet Average side slopes: Pick List. Primary tributary substrate composition (check all that apply): Silts Sands Concrete Cobbles Gravel Muck Bedrock Vegetation. Type/% cover: Other. Explain: Heavy sediment load. Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain: . Presence of run/riffle/pool complexes. Explain: . Tributary geometry: Pick List Tributary gradient (approximate average slope): % (c) Flow: Tributary provides for: Pick List Estimate average number of flow events in review area/year: Pick List Describe flow regime: . Other information on duration and volume: . Surface flow is: Pick List. Characteristics: . Subsurface flow: Pick List. Explain findings: . Dye (or other) test performed: . Tributary has (check all that apply): Bed and banks OHWM6 (check all indicators that apply): clear, natural line impressed on the bank the presence of litter and debris changes in the character of soil destruction of terrestrial vegetation shelving the presence of wrack line vegetation matted down, bent, or absent sediment sorting leaf litter disturbed or washed away scour sediment deposition multiple observed or predicted flow events water staining abrupt change in plant community other (list): Discontinuous OHWM.7 Explain: . If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply): High Tide Line indicated by: Mean High Water Mark indicated by: oil or scum line along shore objects survey to available datum; fine shell or debris deposits (foreshore) physical markings; physical markings/characteristics vegetation lines/changes in vegetation types. tidal gauges other (list): (iii) Chemical Characteristics: Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.). Explain: . Identify specific pollutants, if known: . 6A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or wh ere the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody’s flow regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break. 7Ibid. (iv) Biological Characteristics. Channel supports (check all that apply): Riparian corridor. Characteristics (type, average width): . Wetland fringe. Characteristics: . Habitat for: Federally Listed species. Explain findings: . Fish/spawn areas. Explain findings: . Other environmentally-sensitive species. Explain findings: . Aquatic/wildlife diversity. Explain findings: . 2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW (i) Physical Characteristics: (a) General Wetland Characteristics: Properties: Wetland size: acres Wetland type. Explain: . Wetland quality. Explain: . Project wetlands cross or serve as state boundaries. Explain: . (b) General Flow Relationship with Non-TNW: Flow is: Pick List. Explain: . Surface flow is: Pick List Characteristics: . Subsurface flow: Pick List. Explain findings: . Dye (or other) test performed: . (c) Wetland Adjacency Determination with Non-TNW: Directly abutting Not directly abutting Discrete wetland hydrologic connection. Explain: . Ecological connection. Explain: . Separated by berm/barrier. Explain: . (d) Proximity (Relationship) to TNW Project wetlands are Pick List river miles from TNW. Project waters are Pick List aerial (straight) miles from TNW. Flow is from: Pick List. Estimate approximate location of wetland as within the Pick List floodplain. (ii) Chemical Characteristics: Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed characteristics; etc.). Explain: . Identify specific pollutants, if known: . (iii) Biological Characteristics. Wetland supports (check all that apply): Riparian buffer. Characteristics (type, average width): . Vegetation type/percent cover. Explain: . Habitat for: Federally Listed species. Explain findings: . Fish/spawn areas. Explain findings: . Other environmentally-sensitive species. Explain findings: . Aquatic/wildlife diversity. Explain findings: . 3. Characteristics of all wetlands adjacent to the tributary (if any) All wetland(s) being considered in the cumulative analysis: Pick List Approximately ( ) acres in total are being considered in the cumulative analysis. For each wetland, specify the following: Directly abuts? (Y/N) Size (in acres) Directly abuts? (Y/N) Size (in acres) Summarize overall biological, chemical and physical functions being performed: . C. SIGNIFICANT NEXUS DETERMINATION A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions per formed by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integ rity of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW. Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of t he flow of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. betw een a tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or outside of a floodplain is not solely determinative of significant nexus. Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and discussed in the Instructional Guidebook. Factors to consider include, for example:  Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry poll utants or flood waters to TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?  Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?  Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic c arbon that support downstream foodwebs?  Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, o r biological integrity of the TNW? Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented below: 1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III.D: . 2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to Section III.D: . 3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to Section III.D: . D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL THAT APPLY): 1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area: TNWs: linear feet width (ft), Or, acres. Wetlands adjacent to TNWs: acres. 2. RPWs that flow directly or indirectly into TNWs. Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that tributary is perennial: Very well defined bed and banks, substrate of sand and gravel. There is little to no leaf litter and no vegetation growing on the channel bottom of both Stream S-1 and Stream S-3 indicative of more than intermittent flow. Groundwater appears to be primary source of baseflow. Obvious signs that the two streams periodically accesses its floodplain include wrack lines and heavy sediment deposition outside of the top of bank. See attached stream data forms. Subsequent site visit in June 2012 observed flowing water during dry period, indicating pere nnial conditions. Tributaries of TNW where tributaries have continuous flow “seasonally” (e.g., typically three months each year) are jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows seasonally: . Provide estimates for jurisdictional waters in the review area (check all that apply): Tributary waters: 257 linear feet 4-8 width (ft). Other non-wetland waters: acres. Identify type(s) of waters: . 3. Non-RPWs8 that flow directly or indirectly into TNWs. Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C. Provide estimates for jurisdictional waters within the review area (check all that apply): Tributary waters: linear feet width (ft). Other non-wetland waters: acres. Identify type(s) of waters: . 4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs. Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands. Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is directly abutting an RPW: The wetland drains directly into Stream 1 via overland flow. no berm or other separation exists between the wetland the stream. Wetlands directly abutting an RPW where tributaries typically flow “seasonally.” Provide data indicating that tributary is seasonal in Section III.B and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly abutting an RPW: . Provide acreage estimates for jurisdictional wetlands in the review area: 0.047 +/-acres. 5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs. Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this conclusion is provided at Section III.C. Provide acreage estimates for jurisdictional wetlands in the review area: acres. 6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs. Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this conclusion is provided at Section III.C. Provide estimates for jurisdictional wetlands in the review area: acres. 7. Impoundments of jurisdictional waters.9 As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional. Demonstrate that impoundment was created from “waters of the U.S.,” or Demonstrate that water meets the criteria for one of the categories presented above (1-6), or Demonstrate that water is isolated with a nexus to commerce (see E below). E. ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE, DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY SUCH WATERS (CHECK ALL THAT APPLY):10 8See Footnote # 3. 9 To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook. 10 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Co rps and EPA HQ for review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos. which are or could be used by interstate or foreign travelers for recreational or other purposes. from which fish or shellfish are or could be taken and sold in interstate or foreign commerce. which are or could be used for industrial purposes by industries in interstate commerce. Interstate isolated waters. Explain: . Other factors. Explain: . Identify water body and summarize rationale supporting determination: . Provide estimates for jurisdictional waters in the review area (check all that apply): Tributary waters: linear feet width (ft). Other non-wetland waters: acres. Identify type(s) of waters: . Wetlands: acres. F. NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY): If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engine ers Wetland Delineation Manual and/or appropriate Regional Supplements. Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce. Prior to the Jan 2001 Supreme Court decision in “SWANCC,” the review area would have been regulated based solely on the “Migratory Bird Rule” (MBR). Waters do not meet the “Significant Nexus” standard, where such a finding is required for jurisdiction. Explain: . Other: (explain, if not covered above): . Provide acreage estimates for non-jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional judgment (check all that apply): Non-wetland waters (i.e., rivers, streams): linear feet width (ft). Lakes/ponds: acres. Other non-wetland waters: acres. List type of aquatic resource: . Wetlands: acres. Provide acreage estimates for non-jurisdictional waters in the review area that do not meet the “Significant Nexus” standard, where such a finding is required for jurisdiction (check all that apply): Non-wetland waters (i.e., rivers, streams): linear feet, width (ft). Lakes/ponds: acres. Other non-wetland waters: acres. List type of aquatic resource: . Wetlands: acres. SECTION IV: DATA SOURCES. A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked and requested, appropriately reference sources below): Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant:JD Request provided by Karagosian Ecological Consulting; JD map prepared by WSP. Data sheets prepared/submitted by or on behalf of the applicant/consultant. Office concurs with data sheets/delineation report. Office does not concur with data sheets/delineation report. Data sheets prepared by the Corps: . Corps navigable waters’ study: . U.S. Geological Survey Hydrologic Atlas: . USGS NHD data. USGS 8 and 12 digit HUC maps. U.S. Geological Survey map(s). Cite scale & quad name:Mooresville, NC 7.5 Minute topo quad (1" = 2,000'). USDA Natural Resources Conservation Service Soil Survey. Citation:USDA Soil Survey of Iredell County, NC layered over Iredell County GIS aerial photograph. National wetlands inventory map(s). Cite name: . State/Local wetland inventory map(s): . FEMA/FIRM maps: . 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929) Photographs: Aerial (Name & Date): . or Other (Name & Date):Site photographs taken December 2011. Previous determination(s). File no. and date of response letter: . Applicable/supporting case law: . Applicable/supporting scientific literature: . Other information (please specify): . B. ADDITIONAL COMMENTS TO SUPPORT JD: This JD form includes two perennial RPWs (Stream S-1 and Stream S-3) totaling approximately 257 linear feet in the project corridor, and one abutting wetland approximately 0.047 acres in size. Stream S-3 drains into Stream S-1. Stream S-1 drains into Reeds Creek, which flows into Lake Norman (Catawba River). ATTACHMENT D PHOTOGRAPHS Cornelius Road-Mazeppa Road Connector Site Photographs Page 1 Stream S-1 upstream of the project impact area (Taken December 2011). Cornelius Road-Mazeppa Road Connector Site Photographs Page 2 Stream S-3. No impacts proposed (Taken December 2011). Cornelius Road-Mazeppa Road Connector Site Photographs Page 3 Stream S-1 and adjacent Wetland A in the project impact area (Taken May 2012). ATTACHMENT E NCEEP ACCEPTANCE LETTER ATTACHMENT F THREATENED AND ENDANGERED SPECIES CORRESPONDENCE AND H. NANIFLORA SURVEY United States Department of the Interior FISH AND WILDLIFE SERVICE Asheville Field Office 160 Zillicoa Street Asheville, North Carolina 28801 January 17, 2012 Mr. Adam Karagosian WSP SELLS 128 Overhill Drive, Suite 105 Mooresville, North Carolina 28117 Dear Mr. Karagosian: Subject: Federal Listed Species and Site Assessment for Proposed Cornelius-Mazeppa Road Connector Project, Located North of Mooresville, Iredell County, North Carolina On December 19, 2011, we received your letter (dated December 15, 2011) in which you requested our assessment and comments on the subject project. We have reviewed the information you presented and are providing the following comments in accordance with the provisions of the Fish and Wildlife Coordination Act, as amended (16 U.S.C. 661-667e), and section 7 of the Endangered Species Act of 1973, as amended (16 U.S.C. 1531-1543) (Act). According to your letter, the Town of Mooresville is proposing to construct road connector between US 21 and NC Highway 115. The proposed roadway will be two-lane with curb and gutter on the outside and shoulder section on the inside. The study corridor for the proposed road is 4,200 feet long and 200 feet wide and consists of forested land, agricultural fields, and residential properties. The headwaters of Reeds Creek, several un-named tributaries to Reeds Creek, and an open water/pond occur within the study corridor. Endangered Species. According to the information you presented and we obtained (including soil maps, and aerial imagery) of the project site, we believe there appears to be potential habitat for dwarf-flowered heartleaf (Hexastylis naniflora). Dwarf-flowered heartleaf is currently federally listed as a threatened species. Dwarf-flowered heartleaf can be found in areas such as bluffs and slopes, hillsides and ravines, and boggy areas adjacent to creek heads and streams that contain acidic sandy loam soils. Its flowering season is from mid-March to early June. Your letter did not indicate whether surveys for this rare plant species have been conducted within the project impact area. Unless the area has been specifically surveyed for this listed species, a survey should be conducted to ensure that this species is not inadvertently lost. In accordance with the Act, it is the responsibility of the appropriate federal agency or its designated representative to review its activities or programs and to identify any such activities or programs that may affect endangered or threatened species or their habitats. If it is determined that the 2 proposed activity may adversely affect any species federally listed as endangered or threatened, formal consultation with this office must be initiated. Wetland/Stream Protection. At this stage of project development and without more specifics about construction locations or techniques, it is difficult for us to fully assess potential environmental impacts (direct, indirect, secondary, and cumulative). We therefore recommend that any environmental document prepared for this project include the following (if applicable): 1. A comparison of alternatives and their associated impacts should be included in the environmental document for this project. In particular, we will need a detailed analysis of stream and wetland impact areas and locations, exact areas of proposed stream and wetland filling, and the locations of stream crossings and the construction techniques proposed for stream crossings within the development project. Plans for all proposed impact areas should include a complete analysis and comparison of the available construction techniques and alternatives (including a no-build alternative). The report should contain information from all surveys and assessments, including the acreage and a description of the wetlands that will be filled or impacted and the extent (linear feet as well as discharge) of any water courses that will be impacted as a result of the proposed project. A description of any streams should include the classification (Rosgen 1995, 1996) and a description of the biotic resources. All wetland areas affected by the proposed project should be mapped in accordance with the Federal Manual for Identifying and Delineating Jurisdictional Wetlands. 2. An assessment of future off-site developments and any proposed infrastructure installations that will occur as a result of this project. 3. A description of the fishery and wildlife resources within existing and required additional rights-of-way and any areas, such as borrow areas, that may be affected directly or indirectly by the proposed project. 4. An assessment of any impacts (direct, indirect, secondary, and cumulative) that the project will have on the 100-year floodplain. 5. An assessment of all expected secondary and cumulative environmental impacts associated with this proposed work. The assessment should specify the extent of development proposed for the project and how the development will be maintained and supported with regard to water lines, utilities, parking areas, and any proposed roadways. 6. A discussion about the extent to which the project will result in the loss, degradation, or fragmentation of wildlife habitat from direct construction impacts and from secondary development impacts. The acreage and location of upland habitat, by cover type, that will be eliminated because of the proposed project must be noted. 3 7. Mitigation measures that will be employed to avoid, eliminate, reduce, or compensate for habitat value losses (wetland, riverine, and upland) associated with any phase of the proposed project. We appreciate the opportunity to provide these comments. If we can be of assistance or if you have any questions, please do not hesitate to contact Mr. Bryan Tompkins of our staff at 828/258-3939, Ext. 240. In any future correspondence concerning this project, please reference our Log Number 4-2-12-045. Sincerely, - - original signed - - Brian P. Cole Field Supervisor MEMORANDUM To: Ryan Rase, Town of Mooresville From: Adam Karagosian, PWS Date: June 5, 2012 Subject: Cornelius Road – Mazeppa Road Connector Dwarf-flowered Heartleaf (Hexastylis naniflora) Survey WSP SELLS Project Number 11-2014 The Town of Mooresville proposes to construct the Cornelius Road – Mazeppa Road Connector, a new location roadway located between the Cornelius Road/US 21 intersection and the Mazeppa Road/NC 115 intersection in Iredell County. The project also involves improvements to the existing Cornelius Road to the west of US 21. In response to a U.S. Fish and Wildlife Service (USFWS) letter dated January 17, 2012 (attached), WSP SELLS conducted a survey for dwarf-flowered heartleaf (Hexastylis naniflora) within the project corridor. This memorandum provides a description of the habitat within the project corridor, and the findings of our survey for H. naniflora. Background and Methodology In December 2011 WSP SELLS reviewed the threatened and endangered species list by county on the USFWS website at http://www.fws.gov/nc-es/es/countyfr.html. According to the list, last updated in September 2010, two threatened or endangered species are known to exist in Iredell County. Specifically, the list identified H. naniflora, a threatened vascular plant, and bog turtle (Clemmys muhlenbergii) a reptile that is threatened due to similarity of appearance to the northern population of bog turtle. The list also identified two federal species of concern: Allegheny woodrat (Neotoma magister) and Prairie birdsfoot-trefoil (Lotus unifoliolatus var. helleri). WSP SELLS also sent letters, dated December 15 2011, to the USFWS and the North Carolina Natural Heritage Program (NCNHP) to request information regarding any known occurrences of protected species, including H. naniflora, in the vicinity of the project area. In their January 17, 2012 letter, the USFWS indicated that there appears to be potential habitat for H. naniflora in the project corridor, and wrote that a survey should be conducted. In a letter dated December 28, 2011, the NCNHP wrote that they have no record of rare species, significant natural communities, significant natural heritage areas, or conservation/managed areas at the project site nor within one mile of the project area but noted that surveys may not have been done in the area. Based on an initial field review conducted by WSP SELLS on December 19 - 20, 2011 and the comments provided by the USFWS, it was determined that potential habitat for H. naniflora was present in the project corridor. Potential habitat for C. muhlenbergii was determined to not be present. Mr. Ryan Rase June 5, 2012 Page 2 of 5 Prior to conducting the field survey for H. naniflora, WSP SELLS consulted numerous references pertaining to the habitat requirements, known species occurrences, and morphology of the plant. WSP SELLS Senior Environmental Scientist, Adam Karagosian, PWS, also visited the James F. Matthews Center for Biodiversity Studies at Reedy Creek Park in Mecklenburg County to review specimens of Hexastylis species, including their H. naniflora collection. On May 30, 2012, Mr. Karagosian conducted a pedestrian survey of the Cornelius Road – Mazeppa Road Connector project corridor, which is comprised of an approximately 4,200 ft. x 200 ft. new location corridor located between US 21 and NC 115, as well as an approximately 1,000 ft. x 100 ft. corridor centered along the existing Cornelius Road west of US Highway 21. The purpose of the survey was to characterize natural habitat in the project corridor and determine whether H. naniflora is present in the project corridor. Findings Dwarf-flowered heartleaf (Hexastylis naniflora) is a federally threatened species of the western upper piedmont and foothills of North Carolina and South Carolina. It is a low-growing perennial plant that has dark green, leathery, untoothed, heart-shaped evergreen leaves that are 10 – 13 centimeters long. Flowering occurs from mid-March to early June. The flowers are jug-shaped, and usually beige to dark brown or purple. The flowers are small (4 – 8 mm in diameter measured at the inside of the calyx tube opening) and inconspicuous. Flowers are found near the base of the leaf stems, typically buried beneath the leaf litter. H. naniflora grows in boggy areas adjacent to streams and creek heads, and along the north facing side of slopes, hillsides and ravines. It is found on acidic soils, typically in Pacolet or Madison gravelly sandy loam or Musella fine sandy loam. Associate species include mountain laurel (Kalmia latifolia), pawpaw (Asimina triloba), and American holly (Ilex opaca). Three oaks have also been found in association with H. naniflora: black oak (Quercus velutina), chestnut oak (Q. prinus), and scarlet oak (Q. coccinea) (NCDOT, 2007). The field survey did not identify any Hexastylis species in the project corridor. Habitat identified in the project corridor included: Agricultural fields (pasture and crop) in the eastern and central portion of the new alignment; Early successional forest in the central portion of the new alignment; Mixed pine-hardwood forest, which has elements of the Mixed Mesic Hardwood Forest natural community type (Schafale, 1990), in the central portion of the new alignment and along a portion of the existing Cornelius Road; Dry Oak-Hickory Forest natural community type (Schafale, 1990) in the western portion of the new alignment; Ruderal land, including maintained roadside environments, and overgrown and fallow fields found primarily along the existing Cornelius Road, US 21 and NC 115, and in the residential properties within the project corridor; and Mr. Ryan Rase June 5, 2012 Page 3 of 5  Bottomland hardwood forest, a small (0.08 acre) wetland surrounding an unnamed tributary to Reeds Creek, a second order perennial stream, is located in the east-central portion of the new alignment, within the mixed pine-hardwood forest. Soils mapped in the natural communities are as follows:  Agricultural fields – Pacolet and Cecil series soils  Early successional forest – Pacolet and Cecil series soils  Mixed pine-hardwood forest – Pacolet series soils  Dry oak-hickory forest – Appling series soils  Ruderal land – Cecil-Urban land complex and Udorthents-Urban land complex soils The agricultural fields include both crop and pasture. The crop field is dominated by soybean (Glycine sp.). The pastures are dominated by a mixture of grasses (Festuca sp., Panicum sp., etc.). Vegetation on the edges of the pastures include deer tongue (Panicum clandestine), dog fennel (Eupatorium sp.), poison ivy (Toxicodendron radicans), Japanese honeysuckle (Lonicera japonica), and soft rush (Juncus effusus). The early successional forest land includes fields overgrown by saplings, including sweetgum (Liquidambar styraciflua), red maple (Acer rubrum), tulip poplar (Liriodendron tulipifera), loblolly pine (Pinus taeda), sumac (Rhus sp.), red cherry (Prunus serotina), red cedar (Juniperus virginiana), and black oak. A dense herbaceous layer is dominated by blackberry (Rubus sp.), switchgrass (Panicum virgatum), goldenrod (Solidago sp.), and Japanese honeysuckle. The mixed pine-hardwood forests include the following canopy trees: sweetgum, red maple, tulip polar, American beech (Fagus grandifolia), white oak (Q. alba), northern red oak (Q. rubra), post oak (Q. stellata), black cherry, red cedar, loblolly pine, Virginia pine (P. virginiana), and shortleaf pine (P. echinata). The understory is dominated by saplings and shrubs including red maple, black cherry, red cedar, pawpaw (Asimina triloba), flowering dogwood (Cornus florida), and hickories (Cary spp.). Woody vines are dense in areas, and include poison ivy (Toxicodendron radicans), common greenbriar (Smilax rotundifolia), Japanese honeysuckle, and grape (Vitis sp.). The herbaceous layer is sparse in areas, and includes oak seedlings, poison ivy, Japanese honeysuckle, ebony spleenwort (Asplenium platyneuron), Christmas fern (Polystichum acrostichoides), English ivy (Hedera helix), grape, and Virginia creeper (Parthenocissus quinquefolia). The bottomland hardwood forest and riparian area surrounding the unnamed tributary to Reeds Creek have a canopy dominated by American beech, tulip poplar, red maple, sweetgum, and hickory. The subcanopy is dominated by red maple, tag alder (Alnus serrulata), ironwood (Carpinus caroliniana), and flowering dogwood (Cornus florida), with woody vines including multiflora rose (Rosa multiflora) and common greenbriar. The herbaceous layer is dominated by Christmas fern, poison ivy, Virginia creeper, Japanese honeysuckle, and false nettle (Boehmeria cylindrica). Mr. Ryan Rase June 5, 2012 Page 4 of 5 The dry oak-hickory forest has a canopy of chestnut oak, white oak, black oak, northern red oak, walnut (Juglans sp.), red maple, pignut hickory (Carya glabra), mockernut hickory (C. alba), and black cherry. The understory is dominated by pawpaw, hickories (Carya spp.), white oak, red maple, and black cherry. The herbaceous layer is sparse and includes spotted wintergreen (Chimaphila maculata), chestnut oak, sassafras (Sassifras albidum), and grape. The ruderal areas varied in composition, and included maintained lawns and roadsides dominated by fescue, and overgrown fallow pastures and abandoned residential properties dominated by a variety of grasses, goldenrod, clover (Trifolium sp.), dandelion (Taraxacum sp.), aster (Aster sp.), joe-pye weed (Eupatorium sp.) and other common weed species. Biological Conclusion - NO EFFECT Areas within the early successional forest and the ruderal communities are considered too densely overgrown by grasses and vines to provide suitable habitat for H. naniflora. The maintained roadside and residential lawns are too frequently maintained and disturbed to provide suitable habitat. The agricultural fields are in active crop or pasture use, and therefore do not provide suitable habitat. Suitable habitat for H. naniflora is present in the riparian area adjacent to the unnamed tributary to Reeds Creek, and in portions of the mixed pine-hardwood forest, particularly where north-facing slopes occur. In addition, while the dry oak-hickory forest is not situated on suitable soils, potential habitat is present given the associate species present. However, a thorough pedestrian survey of the entire corridor did not identify any H. naniflora or any Hexastylis species. Therefore, the proposed project will have no effect on H. naniflora. References Luckenbaugh, Catherine. Mecklenburg County Park and Recreation, James F. Matthews Center for Biodiversity Studies. May 30, 2012. Personal Communications. NatureServe Explorer. Hexastylis naniflora. Updated February 2012. Accessed on May 29, 2012 at http://www.natureserve.org/explorer/servlet/NatureServe?searchName=Hexastylis+naniflora. North Carolina Department of Transportation (NCDOT). 2007. Ecological, Morphological, Micromorphological, and Molecular Analyses of the Species in the Hexastylis heterophylla Complex. 147 pp. North Carolina Natural Heritage Program. 2001. Guide to Federally Listed Endangered and Threatened Species of North Carolina. 134 pp. Schafale, Michael P., and Alan S. Weakley. 1990. Classification of the Natural Communities of North Carolina, Third Approximation. 321 pp. Mr. Ryan Rase June 5, 2012 Page 5 of 5 U.S. Fish and Wildlife Service (USFWS), Asheville Ecological Service Field Office. 2011. Dwarf-flowered Heartleaf, Hexastylis naniflora fact sheet. 1 page. U.S. Fish and Wildlife Service (USFWS), Asheville Ecological Services Field Office. 2011. Dwarf-flowered Heartleaf (Hexastylis naniflora), 5-Year Review: Summary and Evaluation. 44 pp. ATTACHMENT G NC SHPO CORRESPONDENCE ATTACHMENT H RIGHT-OF-WAY AND EASEMENT ACQUISITION MAPS I � I , , � � ( � f � � i I � � t L _ � � � _ � �- f 0 � � �- 0 cv � i z � � r � o� a� 0 � � 0 � � � � o� 0 � 0 s 0 � r � 0 -�— � � � c 0 c� � � Q a� N Q � i � � N C � C7 v � �- Q � � ii C7} � o� 9> N C >� � W �- � �- U Q) o� 0 � Q C> 0 J / � cu �— 0 Q ° � U � o ° d- N+o � 6' Q q�j �� � �� � ��� (�S� ! ♦ , � � 1 � � � � r � � r � ..� • � � • • !�' i' �`i � nr~�+mnr� �cm �'1 � r1 tl 1 rf ..� _� , _�i VICINITY MAP N.T,S. �� f i � +� � � f >r t f� � { � 1 � . � . r . � ' ! '� i 1' '� . i �. . '. t . � . . � 1' INDE� OF S HEETS TITLE TITLE S��EET GETTER:AL NC�}TES, T'RA �{ i C CONTRiJL GENER�AL N{�TES STA►NDA►RD SYMBC}LOGY TY�'ICAL SECTI(�NS I3R:AINAGE & EAR'I'�3WORK S S RC}ADWAY PLANS R.t�Ai7WAY PR.C}FILES PAVEMETT'T GS CRUSS SEGTI(JNS ERC.?SIUN C4NTRQL SHEETS Town of Mooresville, North Carolina Plan Approval for P,oadtivay, Drainage, V/oter & Sewer Direr,tor of Engineering Oate Picrnning Daportment Date 4��1�11i1t/t/f/�/ �`4,�Qy,� � C A Fj �� l,.�� ��t� • �'c.a�i�j •;��✓f;. =` �� �,.�� +p ,� '. , �. - �w• � 2 +,: �A 'i`��%'` • ; �;G I N�.�"``' .�'�'�` � ff�j�f���tililt���1� ����r�3 .!. �, . � . D►ESIGl'�IEI) BY: . �. ...,. �. .. .�. .. . . �., .�. . . � ,� �t o o;� � � �.ti��°�l���r�'b �`% o� �.` `� ��,� �. .� �� �� Transportation & Infrastruc#ure �� i � ' 128 C►verhill Drive Suite 105 • Mooresville, NC 281 'i 7 • (T) 704.662.0100 � (F) 7Q4.fifi2.0101 ��"�� t s �t s `� �� � wuuw.wspselis.com �� S Y i L��`' � WU License Number: F-Q891 � � � � � � . ---- - ----------------- — -------- -------------- --- -------� � � � 1 � , � � � s � , , � � � z w � � � � d- 0 N e � z vi � � � � a� � 0 � � 0 i � � C a� 0 � � � C) 0 � � 0 -�- U � C C 0 � 0 a a a� N 0 � � � � C � � # � Co � � � � b� � 4a C o� C W / t� -I- U N d�, O L �C�l� RC�A�W AY ElV GLISH ST AIV C�ARD DRAW llV GS The following Roadway Stondards as appear in "Roadway Standard Drawings" Hlghway Deslgn Brr�nch - N. C. Department of Transportatlon - Ra/elgh, N. C., Dated January, 20i2 are appticQb/e to this proJect and by reference hereby a�e consldered a part of these plans: STa.NO. TITLE DlVlSiON 2 - EARTHWORK 2�O.CJ2 Method of Clearing - Method /I 225.Q2 Gulde for Grading Subgrade - Secondory and Local 225.�4 Method af ObtaJntng Superelevation - Two Lane Pavement �MISI�N 3 - PJPE CULVER7"S 3QO.00 Method of Plpe lnstallatlon DIVISION 5- SCIBGRADE, BASES AND SHOULQERS 560.CJI Method of Shoulder Canstructlon - Hlgh Slde of Superelevated Curve - Mett�d i DlVl5i0N 8 - INCIDENTALS 838.39 Rstnfarced Concrete EndwaJl - far SJngle 72" Plpe 90 Skew 838.45 Notes for Relnforced Cancrete Endwa/i - Std. Uwg 838.2i thru 838.40 840.00 Concrete 8ase Pad for Dralnage Structures 840.3& Trafflc Bearing GrateJ Drop /nlef - for Steet t840.37) Double Frame and Grates 84ti.37 Steel Grate and Frame 840.66 �ralnage Structure Steps 846.Q1 Goncrete Curb, Gutter and Curb & Gutfer 846.04 Drop in/et /nstallatlon In Shaulder Berm Gutter 862.d1 Guardral/ Placement 862.Q2 Guardrai/ Instollatlon 866.Q1 Ghaln Unk Fence - 4', 5' arrd 6' Hlgh Fence 866.02 Woven Wlre Fenee - wtth Wood Pos� 8&6.Q3 Woven Wlre Fence - wTth Stee/ Post 866.04 Barbed Wlre Fence wlth Wood Pasts l2 - 7 Strands> 876,02 GuTde for RIp Rap at Plpe Outiets D!VISfCIN ll - WDRK Z�NE TRAFFIC CONTROL //O/.�l INork Zone Advance Wdrning Slgns /IO/.02 Tamporary Lane Closures IIQl.04 Temporary Shouider Clasures 1101.1/ TraffTc Control Deslgn Tables //1Q.02 Portable Wark Zone Slgns II.�O.�l Drum f135.0/ Cone 1154,0/ Flaggers I Q � I Q ■ � � �% � � � I � Transportation & infrastructure � � °_ 128 0!verhilf Drive Suite 105 - Mooresville, �VC 28117 � v �" �T} 7o4.ss2.o� oo ■(F) 704.�s2.01 �1 - �- � ° +�- o www.wspsells.com � � Q � License Number: F-0891 , �/ � PRC�J��T GEIVEFi'AL NC7TES 2DI2 SPEClF1CATlONS EF�ECTIVE; 0/-17-12 �RADE UNE: GRADING AND SURFACING: THE �RADE L1NES SHOWN QENOTE THE FiNISHED ELEVATION �F TNE PR4PDSE� SURFACING AT GRADE POINiS SHOWN 4N THE TYPICAL SECTIQNS. �RA1�E UNES MAY BE ADJUSTE� AT TNEiR BEGINNING AND EN�ING AND AT STRUCTURES AS DIRECTED BY THE EN�INEER lN ORDER TO SECURE A PROPER TIE-1N. CLEARING: CLE.ARIN� t1N TNIS PROJECT SNALL BE PERFORMED TO THE UMITS ESTABLISHED BY METN�D l!. SUPERELEVATION: ALL CURVES QN THIS PRQJECT SHALL BE SUPERELEVATE� lN ACCQRDANCE W1TH STD. N0. 2z5.04 USING THE RATE aF SUPERELEVATION ANfl RUNi?FF SHOWN QN THE PLANS. SUPERELEVATION IS TD 8E REVOLVED A84UT THE GRADE POiNTS SHOWN ON THE TYPICAL SECTIQNS. SNOULL�ER CONSTRUCTION: ASPHALT, EARTH, AND CONCRETE SHDULDER CONSTRUCTION ON THE HIGH SIDE OF SUPERELEVATED CURVES SNAl1 BE lN ACCORDANCE WITH STD. N0. 560.0/. T RAFFIC GOIV T I�OL GEIUERA� IUOT ES CHANGES MAY BE REQUIRE� WHEN PHYSICAL DIMENSIONS 1N THE DETAIL DRAWINGS, STANDARD DETAILS AND RQADWAY �ETAILS ARE NOT ATTAINABLE TO MEET FIEL� CONDITIONS, DR RESULT iN QUPLICATE, QR UNDESIREL7 OV'ERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING, 5UPPLEMENTIN�, COVERING OR REMOVAL OF L?EVICES, AS DIRECTE� BY THE ENGINEER. THE FOLL�WING GENER,4L NOTES APPLY AT ALL TIMES FOR THE DURATION QF THE CONSTRUCTION PROJECT, EXCEPT WHEN OTHERWISE NQTED iN THE PLAN, OR DIRECTED BY THE EN�INEER. LANE AND SHOULDER CLOSURE REQUIREMENTS A) REMQVE LANE CLDSURE DEVICES FROM THE LANE WHEN W4RK 1S NOT BElN� PERFORMED BEHIND THE LANE CLCISURE OR WHEN A LANE CL�SURE lS NO LON�ER NEEDED, OR AS �IREGTED BY THE EN�INEER. B1 WNEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN l5 FT OF AN AN OPEN TRAVEL LANE,CL�SE THE NEAREST OPEN SNQULDER USING RdADWAY STANDARD DRAWING N0.1i01.04 UNLESS THE WORK AREA /S PRDTECTED BY BARRIER OR GUARORAIL OR A LANE CLCIStIRE JS INSTALLED. C1 WHEN PEfi'SONNEL AND/4R EQUIPMENT AI�E W4RKlNG 4N THE SHOULDEI� Al)JACENT TO AN UNDIVIDED FACiUTY ANL? WITHiN 5 FT� C?F AN �PEN TRAVEL LANE, CLQSE TNE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD DRAWIN� N0.li0i.02 tINLESS THE WORK AREA I5 PROTECTED BY BARf�?lER OR GUARDRAIL. D1 WHEN PERSONNEL AND/OR EQUiPMENT ARE WQRKING ON THE SHOULDER ADJACENT TO A DNIDED FACIUTY AND WITH�N l0 FT OF AN 4PEN TRAVEL LAN�,CLOSE' THE NEAfiEST OPEN Tf?AVEL LANE US(NG ROADWAY STANDARD DRAWING N0. U0J.02 UNLESS THE WDRK AREA lS PROTECTED BY BARRIER QR GUARDRAIL. WHEN PERSONNEL AND/4R EQUIPMENT ARE WORKING WlTHlN A LANE OF TRAVEL OF AN UNDiVIL?ED OR DNiDED FACIUTY, CL�JSE THE LANE ACCORDING i0 THE TRAFFIC CONTROL PLANS, ROAQWAY STANDARD DRAWINGS QR AS DIRECTED BY THE ENGINEER. CONDUCT THE W�RK SO THAT ALL PERSONNEL AND/OR EQUIPMENT REMAIN WITNIN THE CLOSED Tf?AVEL LANE, Town of Moaresville, North Carolina Plan Approval for Roadway, Drainage, Water & Sewer Director af Engineering Department SIDE ROADS: THE CONTRACTOR W1LL BE REQUIRED TO �0 ALL NECESSARY WORK TO PRQViDE SUITABLE CC?NNECTIONS WITH ALL RDADS, STREETS, AND DRIVES ENTERING THlS PROJECT, TNIS WORK WILL BE PA1D FOR AT THE CONTRACT UNIT Pf?l�E FDR TNE PAf?TICULAR ITEMS lNV4LVED. DRNEWAYS: DRNEWAYS SHALL BE CONSTRUCTED lN ACCORDANCE WITH STD.848.C13 AT LOCATIONS SHOWN ON PLANS DR AS DIRECTED BY THE ENGINEER. GUARDRAIL: THE GUARDRAIL LOGATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURIN� CONSTRUCTION AS DIRECTEQ BY THE ENGINEER. THE CONTRACTOR SHDULD CQNSIJLT WiTH THE ENGINEER PRIOR TQ OR�ERING GUAR�RAIL MATERIAL, UTiLITIES: ANY RELQCATION OF EXISTlNG UTJUTJES WILL BE ACCOMPUSKED BY DTHERS. RIGHT -OF-tNAY MARKERS: ALL RIGNT-4F-WAY MARKERS ON THiS PROJECT SHALL BE PLACEI? BY QTHERS. PAVEMENT ED�E DR4P OFF REQUlREMENTS E) BACKFILL AT A 6:1 SLQPE UP TO TNE EDGE AND ELEVATION QF EXJSTING PAVEMENT lN AREAS AC�JAGENT 7'0 AN OPENED TRAVEL LANE THAT HAS AN EDGE QF PAVEMENT QRDP-4FF AS FOLLOWS: BACKFILL DR4P-OFF5 TKAT EXCEED 2 iNCHES ON ROADWAYS WITH PO5TED SPEED UM1TS OF 45 MPH OR �REATER. BACKFILL C7R�P-(JFFS THAT EXCEED 3 lNCHES ON RQADWAYS WITH PD5T E0 SPEED LlMIT S LESS T HAN 45 MPH. BACKFILL WITH SUITABLE CQMPACTEQ MATERIAL, AS APPt,'OVED BY THE ENGlNEER, AT ND EXPENSE T4 TNE DEPARTMENT. TRAFFlC PATTERN ALTERATIONS F) NOTIFY Th'E ENGINEER TWENTY ONE (21) CALENDAR DAYS Pf�IQR TO ANY TRAFF/C PATTERN ALTERATI�N. SI�NlNG G) INSTALL AGVANCE WORK ZQNE WARNING SIGNS WHEN W(JRK 1S WlTH1N 40 FT FROM THE ED�E DF TRAVEL LANE AND N� MORE THAN THREE l3J DAYS PRIQR TQ THE BEGINNING OF CONSTRUCTlON. NI ENSURE ALL NECESSARY SIGNING lS lN PLAG'E PRIOR TO ALTERIN� ANY TRAFFIC PATTERN. TRAFFIC CaNTROL DEVI�ES l) SPACE CHANNEUZING DEi/ICES IN WORK AREAS NO GREATER TNAN TWICE TNE POSTED SPEED LlMIT IMPH), EX�EPT l0 FT ON-CENTER IN RADJJ, AND 3 FT OFF THE EDGE OF AN DPEN TRAVELWAY,WHEN LANE CLt�SURES ARE NOT 1N EFFECT. INHEN SKINNY QfiUMS ARE ALLOWED, REFER TD SECTIQN ilBQ OF STANDARD SPECIFlCATIC?NS FOR RDADS AND STRUCTURES DR AS SHQWN lN THE PLANS. J� PLACE TYPE //i BARR/CADES,W/TH "R�AD CLQSED" SI�N R//-2 ATTACHED, OF SUFFIClENT LENGTH TO CLOSE ENTIRE ROADWAY, PAVEMENT MAf�KIN�S AND MARKERS K) INSTALL PAVEMENT MARKINGS AND PAVEMENT MARKEt?S ON THE FINAL SURFACE AS �OLLaWS: ROAD NAME MARKING MARKER L Thermoplastic Snow -Plowabie 1{ 7LS ( 2-13-13 ( PER NCDOT CONINIENTS i NO. BY DATE REVISION � �°°�� � � osroa.�r 8 oc�'� .�--. '�° �� �' � � ��`� �:J �� l� �� � ''�► � ,�/� c+' �Q� i a t a� �' '� �' � v � 4�-�' 11-20T 4 30i -12-01 WSP-SELIS JOB IVO. MOORESVILLE PRO7. NO. TQWI�T OF Mt}4RESVILLE N4RTH CAR OLINA _�'�� i •i • "• '� i �• J. STARNES B. DEH�ER 10-22-12 PREPARED BY APPR4VED BY DATS SHEB�" OF GE��, No�s R 1,1 32 � CtJ _7 � i ( � �_--s_______-___-___--_-----------------_--------_------------------------------------------------------------------------------------------------------------------------------------------------ t l I � � � ( i ( i _I 1 , � � , I � � � i , I I � c � � � � v� � N � � �- 0 N i i z � � i � e� a � � 0 r � � � a� � � a � � 0 i � -° U � � O � 0 a a � N � � � � � � L c° � �r- 0 c� c a i � a� � � .� � w � «� -�- U Q) o� O � a � a � / u� � � �4'CiII,N�I�.f,�.R.F.�'S' �1�Y,�? �''R�I,'.L�.RT'Y.• Sfiate Line ----- ---- County Line --- ---- Township Line -- -- City Line - - Reservation Line - - Property Line Existing Iran Pin E4 Property Corner —� Propec-ty Monument � Parcel/Sequence Number �2� Existing Fence Line -x x x- Proposed Woven Wire Fence Propased Chain Link Fence � Proposed Barbed Wire Fence Existing Wefiland Boundary - - - -WLe- - - - Propased Wetland Boundary w�$ Existing Endangered Animd) Boundary EAs Existing Endangered Plant Boundary EPS Knc�wn Soil Contaminafiion: Area or Site —'�' —'�' Potential Soil Contamination: Area car Site —�—,��. BLi�LD�,11l�G�S' .f1111�1i �l1'H�R �t�I�TL�I�� Gas Pump Vent or uVG Tank Cap � Sign � Well w° �mal) Min� �' Foundafiion 0 Area Oufiline Gemetery t Building L�- School � Church � Dam ��'Y.f1RD.�fI�.Y.• Stream or Body of Water Hydro, Poo) or Reservoir Jurisdictional Stream Buffer Zone 1 BufFer Zone 2 Flow Arrow Disappearing Stream Spring Wefiland Proposed Lateral, Tail, Head Ditch False Sump � �-----� �------� �s . . - �z � sz 2 --�---- --- }----- --- c�'^`1-------- -'_'' � ��� � f� �:.�.�"i ,� Transparfiatian & Infrastructure C �°_ 128 Overhill Drive Suite 1a5 ■ Mooresville, NC 28117 � � �' (T) 704.ss�.o� oo • ��} 7o4.�s2.o� a� ._ b- O � � � � WWW.wspsells.GOt11 I .�- �C � License Number: F-0891 e \� � I , ,�` .• r�, 1., ,� � \ ,/ 1•�,1` J—� , .`l �•� \�� . t �\ .•� 1!>1 ��It!>\ C�)I� 1-1 �1-1`�.���� � � � � , i i i � R�4I.�4.�DS.• a____� ___.; �._ ;____�__:._ _;_ _ _ Standard Gauge � ' ° �. ` _-._ __w�.._m__�._...;.___a__..__.°- . �'..`�,>.X ,f' ��'.°:t�,iJ�':J1�'i .+;trl!,51�1 � ; a, RR Signal Milepost �„�����,; �;� �M3 Sw;tch r ' `✓,�i'!i ... RR Abandoned --�- RR Disman#led --�_ �LI��T D� TY�1 Y.• Baseline Control Point E�cisting Right af Way Marker F.�cisting Right of Way Line - Proposed Right of Way l.ine Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Right of Way Line with Concrefie or Granite Marker - E�cisfiing Confiro! of Access Proposed Control of Access Existing Easement Line Proposed Temporary �onstructian Easernent - Proposed Temporary Drainage Easement Praposed Permanent Drainage Easement Proposed Permanent Drainage / Utility Easement Proposed Permanent Utility Easement Proposed Temporary Ut�lity Easement Proposed Aerial Utility Easement Proposed Permanent Easement with Iron Pin and Cap Marker R�.�DS r4.11l�.l) ��'I�1TED F.L�'�1Ti���'S: Existing Edge of Pavement - Existing Curb - Proposed Slope Stakes Cut - Praposed Slope Stakes Fil) - Proposed Curb Ramp Exisfiing Metal Guardrail Proposed Guardrail �isting Cable Guiderail Proposed Cable Guiderai) Equality Symbo! Pavement Remova) Y.�'�ET.�4TI0.111:• � � R __ R �_ ���—� �c� . _'�'— �_....' E E TDE PDE au� PUE TUE AUE \VI --�--- F CR T T T T T T T n n n n n n n � ����� Single Tree � Single Shrub � Hedge Woods Line � - - � � - � - - � �����11 l � � �1 /���f �'� '��: • �C ��'i ���;�4".�� �.S SIp� `� �'`�:- -.� � -sr . � : m `` � ` � t� • `- =. � �..•��:= �'�,,,,�`l',yf�N� 1��,� ��..�\�`. f��tll!l1�111�r��1�, �'"�!�':/ R4ADWAY ENGINEER 4rchard Viney+ard � � � � Vtneyard � EX.�STIN�' STRLi�TI.�.R.�S: MAJt�R: Bridge, 7unnel or Box Culverfi (- �oN� —1 Bridge Wing Wall, Head Wal! and End Wall - � CoN� ww � MINOR: Head and End Wall coNC Hw Pipe Culvert Faotbridge �-----------� Drainage Box: Catch Basin, Di or JB ❑�B Paved Ditch Gutter — Storm Sewer Nlanhale OO Storm Sewer S LiTl'L�T��'S.• POWER: Existing Power Pole Proposed Power Pofe Existing Joint Use Pole Proposed Joint Use Pole Pawer Manhole Power Line Tower Power Transformer U�G Paw�er Cable Hand Hole H-Frame Pole Recarded U/G Power Line Designated t..VG Power Line �S.U.E.*) � � -iF- -�- CO � � •—. P — — — —P— — — — TELEPH(�NE: Existing Telephone Pole -*- Proposed Telephone Pole -4- T�lephone Manhole O Telephone Booth � Tefephone Pedestal O Telephone Cell Tower � U/G Telephone Cable Hand Hol� "H Recorded uVG Tel�phone Cable T Designoted l�G Telephane Cable (S.U.E.*) - - - - -T- - - - Recorded uVG Telephone Conduit 7C Qesignated I.VG Telephone Conduit �S.U.E.*j- - - - -T�- - - - Recorded U/G Fiber C?ptics Cable T F° D�signated t.�/C Fiber C?pfiics Cable (S.U.E,� — — — —T FO— — — • Tawn of Mooresville, North Carolina Plan Approvol for Roadway, Drainage, Water & Sewer Direckor of Engineering Date WATER: Water Manhole O Water Mefier � Water Val�e � Water Hydrant � Recorded U/G Water Line W Designafied ul/G Water Line �S.U.E.*�--- - - - -w- - - - Above Ground Water Line A/G Water TV: N Satellite Dish C� N Pedestal � N Tower � U/G N Cable Nand Hole HH Recorded I.,VC N Calale Tv Designated U/G N Cable (S.U.E.*) - - - -TV- - - - Recorded la1C Fiber tJp#ic Cable TV FO Designafied I,VG Fiber (Jp#ic Cable (S.U.E.*� — — — —TV f0— — — GAS: Gas Valve � Gas Nte#er � Recorded I�VG Gas Line � Designated 1.�/G Gas Line (S.U.E.*� - - - -�- - - - Above Grovnd Gas Line A�� G°S SANITARY SEWER: Sanitary Sewer Manhole OO Sanitar}r Sewer Cleanout d U/G Sanitary Sewer Line SS Above Ground Sonitary Sewer A/G Sonitary Sewer Recorded SS Forced Main Line FSS Designated SS F�arced Main Lin� (S.U.E.*j - - - - -FSS- - - - MISCELLANEQUS: Utility Pole Utility Pole with Base Utility Loca#ed t�bject Utility TrafFic Signal Bax Utility Unknown C..�1� Line U/G Tank; Water, Gas, Oil Undergraund Storage Tank, Approx. Loc. AlG Tank; Water, �as, t7il Geoenvironmental Boring I.rVG Test Hoie ��.U,E.*} Abandoned Accarding to Utility Records Enc) af (nformation r ��'°�',���f �.� � a[�fi4.tr V Q e� ,�y x� �ff �..,. � �� ti. -� •:.� �� `� y� � '�►p�� : �j'' G` xa=�► tt• � 0 0 Os —z�r�— � usr � � � AAT�1R E.4.1. • i �i' 1 i' • ' • ! i •• • r , ��• • r • •� �'�SY1 t�-�� J. STARNES B. DEHLER 10-22-12 � Fire Department Dote PREPARED BY APPBOVED BY DATE � 1 7LS 2-13-13 PER NCDOT COMMENTS ��g� (}� � 11-2014 301-12-01 Planning Depdrtment Date STANDARU SYlVIBtJLOGY ��,�, 32 � NO. BY DATE REVISION WSP-SELLS 70B I�TO. MOQRESVILLE PRQJ. NO. � N _I � ' � � � o � �- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — -...— _�_._ _____- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — — - - — - — — - — - — - — --- - — - — - — -I , , � I s E � � �, i � , � � � , t o I N � � I ( � i Q I N � � � I = � � I � � , � I � a� I o � � I � , � I �' � � � i °� , � i � 0 , , i � Q � � i � � o I U � � I � � Q I � � � I a , a I � , � I � , � I � �� I � � � I v e a I � 0 � N I f o � I � � OCD E � � � i o� � (,j,f � r � � -r-- ' U ( � 'i O ( L , a ( o 0 � � ,,, �� �,. ,°`�,�,�, f . , «� ,,� '" _ � � � =?�� �� � CAL� ULOCO Town of Mooresvil#e, North Carolina ��=� CORNELILTS RD EPPA�.0 4 �' 1. CON3RACTOR IS FULIY RESPONSIBLE FOR CONTACTlNG 17,r� Q) ■ � BEf ORE YOU DiG � e ■ R � APPROPRIATE pARTIES ANO ASSURlNG THAT EXISTING Plan Approvai for Raadway, Drainage, V1�dt2C $c Sewer �� � {%� � �t� �� S S ;, �� UTIUi7ES ARE LQCATED PRIOR TO BEGINNING CONS7RUCTION. ` caNrr�cTaR � � ✓�+�j� t�,�' •�.r � 2). CONTRACTOR IS RGSPONSIBLE fOR PLACING BARRICAOES � � � ���`�`,,�` Ct��� ��t'ti"'�\1` 11SING FLAG MEN, ETC.. AS NECESSARY TO tPlSUftE SAFETY � �� � Trans ortation & In#rastructure �����j��~����`� 7'OTHEPUBLIC. g g �Q �� �' `� � "� f f f � � l� 1 Director of En ineerin Date � � ;� ,� � �, ' i�i C� �., !{������1i�1 3). AZI. PAVEMENT CUTS. CONCRETE OR ASPHALT, ARE 70 O t � Q BE REPIACED ACCORDING TO STANDARDS OF THE NQRTH ��5��'`4�,s+ J. STARNES B. DEHLER 10-22-12 ( O �i n� j�p CAROLtNA OEPAR7MENT OF TRANSPORTATION AND \�� 128 Ov�rhill Drive Suite 1 �5 � IYli�i�i�ecu������ NG 28117 �.,'� t 1�� MOORESVIILE SPECIFSCATiONS. Fire Department C3oke � PREPARED SY APPTtOVED BY 17ATE I C('Q (T) 704.��2.Q�U0 ��F) J�`t.V62.01�1 1-8Q0-632-4949 4)� `��ORING WI�L BE ACCORDING TO OSHA TRENCHING 1 7L.S 2-13-13 PERNCDOTCOMMENTS 11-2014 301-12-01 T � SH�'�T aF I —/ � AVOID UTIUTY OAMAGE STANDARDS PART 1926 SUBPART P, OR AS AMENDEO. �y�tyL, SEA.�O1Vx7 � od � j�/�jjlj/,�(S/$p$e���`.(',Qm Plonning Department Date NO, BY DATE ItEVISION R'SP-SELLS70BN0. MOOI2ESVILLEPRQJ.NQ. �Z,Q �� � N _i � � � - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — _ — - ° - — - — _ — _ — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — _ — - — - — - — - — - — - — - — - — - — - — - — --- - — - — - — - — - — - — - — - — - — -I � I I i i i------------- -- ------------------------------- ---- - ------------- - --------------------- --- ---- - - - - - - - - - ------ - --- - - ----- -- - - - - ----- ------------------------------------ - - ---------- - ----- i i i i I � SUMMARY �F EARTHWORK �� � SHO ULDER BERM GUTTER S UMMARY � j UNCL. EMBANK. j STATION STATION EXCAV. +15% BORCROW WC1TE i CY CY I LINE STATION STATION LENGTH I j 10+50.00 24+50.00 3,100 11,300 8,200 I j SUBTOTAL 1: 3,100 11,300 8,200 � j L 27+50.00 (L� 25+88.45 (L7) 538.45' I � CULVERT � j 24+50.00 54+00.00 25,000 8,700 16,300 I I TOTAL: 538.45' SUBTOTAL 2: 25,000 8,700 16,300 � SAY: 550' NOTE: Invert Elevations are for Bid Purposes only and shall notbe used for project construction stakeout. » taa ��Sfnnrinrri Sna�ifim#innc Fnr Rnnric �n� t+�„�.,,ro� �o��,,,n ���_�-- LIST OF PIPES, E11tDWALLS, ETC. (FOR PIPES 48 � U11lDER) PROJECT SUBTOTALS 28,100 20,000 8,200 16,300 EST. LOSS DUE TO CLEARING & GRUBBING -2,800 2,800 SHOULDER CONSTRUCTION 1,050 1,050 EARTH WASTE TO REPLACE BORROW -12,050 -12,050 PRQJECT TOTAL 25,300 21,050 0 4,250 GRAND TOTALS: 25,300 21,050 4,250 SAY: 25,500 21,000 SAY: 4,500 DRAINAGE DITCH EXCAVATION(DDEp EST: 400CY .. . . . . . . . . . J - . . . . . : . � .. . . . . � � ENDWALLS . � Q � m � � . � � : N � . . . N � "' � m � °' °�° ABBREVIATIONS . . . � f- Z j Q j �.i .� . � N � .a . � � � . F-- Q X � � � �N � . . � � h . O y N � . . Z � DRAINAGE PIPE . � � � . . . . � � � � � � . � ¢ 0 � � ..LLi � ai r� . . . . N N � . �^,i . N °° v . ^ v � � . STATION CLASS III R.C. PIPE CLASS IV R.C. PIPE � �� a o 0 o N � °D w o � C.B. CATCH BASW V � (RCP, CSP, CAAP, HDPE, or PVC) (UNLE55 OTHERWISE NOTED U' � N ¢� V � v a � �- a ) (UNLESS OTtiERWISE NOTEp) v p > O � F+ FRAME, GRATES � ao � m ov » F � ao o N.D.L NARROW -0ROP WLET O � STD. 838.38 0 Q, AND HOOD � � ro w N U' w p '� � Z Z .� a �,, STANDARD 840.03 y p � p p � � N N y D.I. DROR INLET � N Z O O Q a u' o � ^ � P N � � z M � y V G.D.L GRATED DROP INLET �'- p < < v a `�m � � F ° v � G.D.L N.S. GRATED DROP WLET � r. > � � � � � � � � � � � . LIN. � o p o O x v O . ( � w +�+ U' v .r � � f. = m co -' (NARROW SLOT� � � Z a � w w V � � � � V `F(. � � � . � ao cp . . W . � . � � Z : a . � � F r w � °. `� v� `� p • ' 3 3 a' 3 V a � J.B. JUNCTION BOX SIZE a °' w w � 12° 75' 78" 24•, 30' 36" 42" 48" 72" 15" 18" 24" 30" 36" 42" 48" 72" 12" 15" 78" 24" 30" 36" 42" 48" 72" � w ,,, w CU. YDS: "� A B � M W y � � � � °J � � O � Z V °- > > � W a d �- � O ° � `.n y i S � m � Y � M.H. MANHOLE 0 o z z � a a � � W < M w g � a � Z Z Z � o O o 0 y w w w W W y ^ a w � m > T.B:D.L TRAFFIC BEARING DROP WLET THICKNESS = � � � o o Q o y Z a a �- � � Z '" °O � V ,� f T.BJ.B. TRAFFIC BEARING JUNCTION BOX . O O � � w w � w . S � � �TYPE OF GRATE 0 .' _ _ _ - - - _ �n ��',' . Z Z . . � . OR GAUGE LL � a � � � d u V = Q � ao � � O p o o p p m � p p a . . � y y �n u� r fn �t_ t9 C9 C9 l9 l9 (9 C� �j � V V V 'a . . � . r° � r° c��+ a � ° ci E F G REMARKS 13+50 LT 923.5 923.6 .8 16 76 REMOVE EXISTING 12" RCP @ STA. 13+00 LT 15+00 RT 922.0 921.9 .5 16 17+50' LT 917.3 976.6 4.5 76 79+49.20 LT 903.7 901J 8.3 16 24+37.77 LT 4 3 857.5 856.4 .9 129 15 25+33.60 LT 2A 2 882.02 878.0 877.8 1 16 7 1 1 25+50 LT 2 1 887.91 873.5 873.3 t 24 7 3.5 1 1 26+50 LT 880.6 880.4 t.l 16 29+84.50 RT 6 5 889.4 888.8 7 66 34+00 RT 8 7 906.0 903.3 3.8 7Z 38+62.80 RT 10 9 917.0 911.5 6.1 7p 45+31.43 RT 12 11 933.3 932.90 .5 108 46+50' RT 937.3 936.9 2.3 16 53+90.14 LT 936.7 936.6 .5 20 REPLACE 21' EXISTWG 12" RCP WITH 20' PROPOSED 18" RCP 54+70.00 RT 14 13 935.8 935.3 7 50 54+90.18 RT 18 77 933.9 933J .8 zq 54+17.18 RT 17 19 937.7 933.5 933.4 7 18 1 7 PROJECT TOTAL 40 270 129 50 108 96 75 3 3.5 2 2 1 16 SAY 40 270 129 52 708 % 15 3 3S 2 2 7 16 "N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL. W= TOTAL WIDTH OF FLARE FROM BEGWNING OF TAPER TO END OF GR. TOTAL SHOULDER WIDTH = DISTANCE PROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT. G= GATING IMPACT ATfENUATOR TYPE 350 FLARE LENGTH = DISTANCE FROM LAST SECTION OP PARAILEL GUARDRAIL TO END OF GUARDRAIL. NG = NON-GATING IMPACT ATfENUATOR TYPE 350 LENGTH WARRANT POINT N TOTAL LINE BEG. STA. END STA. LOCATION DIST. SHOUL. SHOP DOUBLE APPROACH TRAILING FROM STRAIGHT E.O.L WIDTH CURVED FACED END END L 27+00.00 26+37.50 LT 537.5' 22+00.00 25+50.00 8'-4" 71'-4" L 22+00.00 26+50.00 RT 450' 22+50.00 26+00.00 S'-0" 77'-0" SUBT07AL 987.5' LESS DEDUCTIONS GRAU-350 14 x 501= TOTALS SAY 200' 787:5' 800.0' � ■ . ��■WSP SELLS I %/ � Transportation & Infrastructure i � 128 Overhill Drive Suite 105 ■ Mooresville, NC 28117 I i (T) 704.662.0100 ■ (F) 704.662.0101 i www.wspsells.com � License Number: F-0891 � � � � � � � . . � � . ADDITIONAL POSTS (5) \���j111f l ll/)�� \�,�� CAqaii��� ! � ;~g �pFESSi�.!yy�'` .`_�• a�����v�t 4`-•�<v"� �.2 •;�cirt��. ��� `///�����r ii i ���PP\. �Z� Zd� �3 ROADWAY ENGINEER i8f13�;;q8e ���� �� ���� Gi�IARDRAIL SUMMARY FLARE LENGTH APPROACH TRAILING APPROACH END END END 50' S0' 7' 50' S0' 7' W TRAIIING END �, 1' XI MOD XI 350U M-350 2 2 4 a 4 Town of Mooresville, North Carolina Pla�n Approval for Roadway, Drainage, Water.& Sewer� ANCHORS XIII CAT-1 V� BIC MOD IMPACT REMOVE ATfENUATOR SINGLE REMOVE AND TYPE 350 FACED EXISTING STOCKPILE AT-1 GUARDRAIL GUARDRAII EXISTING EA G NG GUARDRAIL 2 2 2 2 4 4 4 4 �ia�°O��rin � � REMARKS TOWN OF MOORESVILLE NORTH CAROLINA CORNELIUS RD/MA7,EPPA RD CONNECTOR � . � Director of Enqineering � Date � � � � � � � � `� � � � ' p Ra' � a r'' `c� �' I . � � � _. � . O9FSYILti�� � J. STARNES �B. DEHLER 10-22-12 � i � � Fire �Department �: � oate 1 JLS 12-20.13 PER NCDOT EiPDRO COMMEN'I'S � . PREPARED BY APPROVED BY � DAT'E I � � � . � � 1 JLS � 2-13-13 PERNCDOTCOMMENTS . � � 11-2014 301-12-01 � DRAINAGE, GUARDRAIL, & SHEET OrF� . . I Planning Department � Date . _ NO. BY � DATE � REVISION WSP-SELI,SJOBNO. MOORF.SVIl.i.EPROJ.NO. EE�THw��S+�����"S R3.0 3G � I� I. . . . �. . . . . . . . . . � . . � . .. . . � � � � � . . � . � . � . . i. . . . . . . . . . . . . . . . . . . . . . . . . � � i. . . . . . . . . . . . . � . . . � � . . . - . . � . . � � � . . . � i . 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PG. 1762� t` 4 � THIS SHEET) 77.65' �I 1; 54 8�, � \S\� � � s 71.93' � ' , � ! �� EXISTING INTERSECTION OF US HWY 2/ AND � �E`',r % � ' 63.05- h � ;:`,z,�, , `�, o, x rer orHERS, ��s,. �� ��� i +».08 s2�° 54' 32.5" E '� i � =�`� - [ � ����� � � o tiF�,4,� F , ti ��1 � : i � � �, _`��„dra�^,: � t k � CORNEUUS RD T0 BE DESIGNED BY NCDOT,�� �� .' ` �n, o ',,:�> +66.9z W ;.>,���l,'� ,�__.i--�� � PROP.raoRNE c�ass �e�RiP R,aP '°�Po,o �� ,� , ss.00 � : � , � � � � � � � r� �:�� � � � ; � � 776.93' °REMOVE � � i � � e1. ISEE X-SECTIONS EST 7 TONS �// � � � � � �' �-t � REMOVE � ���� � � � i �� f� � � NOW OR FORMERLY � � � � � t� � � . � l�____� � _�_,,.._.. __� � �' � � FILTER FABRIC �� \ t � r �' 0 `'� ,, M.G. NEWTON, JR.. H.T. DURDEN, '��h��E' �i h�?F'.:�.) � �__i� l� Q' � � � FOR PROFILE) � EST 9 S.Y. �O V� t r INV:� � X� n k I j j 9/657' �� •.;� f S r 7(ZUSTEES BOF LAURAM EMORIAL 17.2T � � f- � u t I j O � � � V� I Qi �i : \ REMOVE \ �L / � � � 'V � t NOW OR FORMERLY � � � O' � k � � � � � � � � � � �1 ' � � � � CHURCH OF GOD � � � � PERM. SYLVIA B. LILLY � INTERSECTION �� `'' ��' t� � �� � �X� � _ � � „ � PIN:4658535962.000 +75.01 DRAINAGE Pw:asssss�a5s.000 -L- STA.15+45.40 = � ` +48.08 '� � � + Ei` � o DB. 426. PG. 295 � c 173.72' Eq$EMENT DB 1429, PG: 1262 r �55.00' 0 Q ��� I i � � �� t;� � -DRI- STA.10+00.00 = 5 � � � , .. ,, J ABANDON \ b �� 01 G+ �0 2z � ! I � ��i 1 +16J3 � ��Y� ` �P.'Ct EX.WELL �b�� _ Q 5500 4� I I C � a� � �'� ��i, � � 772.45' � � �.. x � ,b b� �h +16.84 k: I� � . . . . � ��� � } row�:�i��� ;,.{,'ri . . . . . . � kr . "'_.- .-�.,, �--•� . � Q � . 4JQ 60.00 Lc.�� . . . U j �H� ' �` �� t �� EROSION CONTROL MEASURE � _ . � �4...._ ..� o �,� ..� \ Qry ti � x � I a . . . � � < -_-. . . . . . . . . . . . � . � rf � � .. \ x � . � 55.00'. 903J2 � ��� I R' i a a t = i � � , (SEE EROSION CONTROL PLANS) F ' t �„ `` \ •° �` � +16.84 �. '�1 I � F � ��' � � I � �� (� a }, ! # �y MIT HELR W. CLINE & CLASSr 'B' RlP7 RAP 553 �2 t�`��.z H\ "�' �F s as ��os, � � � �� N r I I N , � t, � � � � i� �,? � � SANDRA CARVER CLINE � � � � F � I � � � � r p' �t � ° RIN:46 585 3 7 731A00 � � EST 7 ONS ,F ° °- � � I j � �1 �° ` DB 578. PG. 244 FILTER FABRlC ��. C� � � ��, ,; ��� � SEE SHEET R5.0 FOR PROFILE Now oR FoRMER�Y �. _` REMOVE +'$ o�� �� t 7p � t �,--___,_ KERRY DALE OAVtS & EST 9 S.Y. ; 55.00 �' Q� � � �' tf " _ LINDA SUE BENFIELD DAVIS Q'�" I �1 3'{ � �' � � � � � � � �PIN:as5s63s666.o0o PROP.4'WOOD FENCELINE � T �-�-- io� � � o� � � � - � 1 � �� `E � �� _ �,,,, `��` � DB 1891. PG. 1947 (MATCH EXISTING) 04875 E�EC�RUCT/�� " � �' �� �~ I '��- � �r rtk��� f � � � � � � (� �i� i� rl �n`' r r� � i C� . � . it . . . I . CALL ULOCO � . � , � . BEFORE YOU DIG �)� C6NTRACTOR IS FULLY RE5PONSIBLE FOR CONTACTMG �' � � � --�- � � � Q � APPROPRIATE PARTIES ANd ASSURING THAT EXISTING � it � �' � � O �UTILITIES ARE LOCATED �PRIOR TO BEGINNING CONSTRUCTION. . . � . � I � � � (v . . 2). CONTRACTOR IS RESPONSIBLE FOR PLACWG BARRICADES. . � � � � . . � � � USWG FLAG MEN, ETC., AS NECESSARY TO WSURE SAFETY � � .. - � TO THE PUBLIQ� � � � � � . � �� 3). . ALL PAVEMENT CUTS, CONCftETE-0R ASPHALT, ARE TO � � � . BE REPLACED ACCORDING TO STANDARDS OF THE NORTH � � � � � . . � .� . . CAROLINA DEPARTMENT OF TRANSPORTATION AND � .. MOORESVILLE SPECIFICATIONS. � � I o� 4. � SHORING WILL BE ACCOROWG TO OSHA TRENCHING i-800-632-4949 � I � AVOID 11TILITY DAMAGE� � STANDARDS PART 1926 SUBPART P, OR AS AMENDE0. � � � � ; � � �' � � ' ,qSE,�jF,�j� ON o,y � I +7o.zz f x � �O I NOW OR FORMERLY \ �( EDDIE MICHAEL DAVIS & 55.00' x�� � I MARTHA S. DAV�S � x`ti b �� I PIN:4658539672.000 ,c . � +05.97 p a � �� � DB 789. PG. 383 � "� 55.00' � � �, ��+' � � � . . � � �°� � . "y� i ( � � �I : � f . . � � . � . � . � . .ff �� i ��tiG��' ; � � -�-r----___ ________:___._�_ � ; ; � � , � p� , � � o � � a ■ i � � � ° ■ SP� SELLS I � % i � Transportation & Infrastructure j� ° 128 Overhill Drive Suite 105 • Mooresville, NC 28117 r�a� � o o�, {T) 704.662.0100 •(F) 704.662.0101 i � � o www.wspsells.com �� Q � License Number: F-0891 I \/� . ' N I-� . . . . . . TOWN OF MOORESVILLE � o� MaoR�, 8�, NORTH CAROLINA � . � � . � . . � 0. N `�`Q�eo�r�a f � . . � . I t . . . . .� �� � � . � � Town of Mooresville, North Carolina ,��:'*y' � � � Plan Approval for Roadway, Drainage, Water�& Sewer�. � � � {�. . *� Q) . C'�RN -�iLIUS` ��1v1f�E•PPA�RD � � . � � i � `� CONNECTOR i Director of Engineering . Date . � � � �a �1 . �.�V� � � � � . � � o "� rara I . � � � � � pj��B��L�,�•� � � . J. STARNES �B. DEHLER � 10-22-12 � Fire Department � Date 2 JI.S 12-20.13 PERNCDOTHYDROCOM��NTS . � . � � . � PRF.PAREDBY APPROVEDBY � DpTE � i � . � � I ILS 2d3-13 PERNCDOTCOMMEN'I'S . . � . 11-2014 � 301-12-01 � � � SHEET OP � i Planning Department . Date . N�.� $Y DA,I•E REVISI�N � R�ADWAZi PLAN. �1 i WSP-SELLS JOB NO. � MOORESVII,LE PROJ. NO. R4.O 3G � . _-- . . . � . . . . . � � . . .I . . . . . . . . . . . � . . . � � � . . � . . � . . . i � � . � . � .� � � � . � � � � . . . � . � � � . . � . � . � � . . �� � � . . . . � ' , �-----------------_..._'..._,-----_.---'�-----------------------------------------------------------------------------------------------�--------------------------------------------------------------------------------------------------------------------------�-----------�.� :.�-�--------°----�-------�_��� i- - ------------------------------------------ ------------------- --------------------------- ----------------------------- -------------------- -- -------------------------------------- -- - - ----------- ------------- - - - - - - i i i i i _ _ � i i �.v�---- a _, .. I � I i i � 5��� Rq. Oi ��"�`�� S� PROP. l0' DRNE x +SO < eROP. iscf (SEE X-SECTIONS FOR PROFILE) � � r '" . l5' � 823% . � ,j,' STp' 19 i2' i2 � so:�z m E�r i oNSP R,aP �+��" >� FlLTER FABRIC �.1(�A� � ��.« , �� � �� � � EST 9 S.Y.� L�i � � � o, � PROP. WOVEN WIRE `'�., +19.24 NOW OR FORMERLY k`y �' \ � "`� �` 60.00' FENCELINE DAVCO ENTERPRISES, INC Xr-'�� ` � -n -�p -M + PIN:4658636019.000 N +19.24 DB 901, PG: 1432 � ��. x°' REMOVE � ° �- � £`'t�i,�`e 55.00' � r �. o �. -�°� � ��; �� � � � �' ��+ �„� � � � N � '�� � � � � � � ��"�-�.-./ �'� � � � ti� � O ;t �= � �F,� � '.��'--x--k.,�k / � O . . � " . . � ��� . \ . . �"^�„k,�'k1v . ° � � � \ \ � � x�-�„" ~��.., �- � �� � °� � � � �� � � � � �. � � . � " k� �z-''� � x� � ���i < N � 4 � 4�J � \�� \� ���RSeGI 'xJ t. � �� Z�`� � \� S��ER��I � �,`� . � \� �c� �8ky0� `�� � w� LATERAL BASE DITCH �"���~a � °�O � `so (SEE DETAIL C THIS SHEET °lz. \ \ AND X-SECTIONS FOR MORE DETAIU \ ' �' ° \� \� +oi.ao �\ � � 55A , -,. �o ��,,-� � +iz. ' � 55.1 � '�} ' + �75• i t' �� q/V . . % �,..�- czR. °`s�:.� � k. � +86.22 84.17' � \ \ \ \ �a�,� �,_ Qn � � -___ � �----_"" DETAIL D FALSE SUMP ( Not to Scale) Outside Ditch Traffic Flow � 2' �� Drain To Standard ' 'V' Ditch (See Detail E) S=Ditch Slope C� Proposed Ditch FROM STA.29+65 TO STA.29+95 NOW OR FORMERLY LOWERY W. JOHNSON, et al PIN:4658636682.000 BY WILL-PRIOR DEED: DB 455, PG. 315 � / l--'�� �--~-`_""__� � ` Pl Sta 24+87.35 �' � = 80°25' 17.4" (LT) � .. ,�, .. - �� �.�: ------ Z � D = % 50' S5.5" � � � L = 1,024.64 T = 6/7.l3' � R= Z.3O.O0� r'r PROPERTY LINES BETWEEN PARCELS � 2=.O4 `" CREATE GAPS AND OVERLAPS DUE 4j� DS ='FSMPH � TO INCONSISTENClES lN THE DEEDS �T�GC � `� T%,�, EROSION CONTROL MEASURES � � F i SEE EROSION CONTROL PLANS D ETAI L E STANDARD 'V' DITCH ( Not to Scale) Natural � Natural Ground �.� ,L:� Ground D Min. D= 1Ft. FROM STA.29+89 TO STA.29+95 DETAIL F STANDARD TAIL DITCH ( Not To Sccle) Natural � NaTural Ground Z_� ,L1 Ground D i � � n � Cp ' GL1P � � "-o � \ �. � � � � � �ti'�,°`�-� � c�fISTRUCj3��N �`�' .c�P �\ '°°F m. F �J r��...v� "'�,.� Min. D= 1Ft. I � � �'°= ' F�F,� � � °� � � � �f� +z3.,z � �,f� , � � � �i I ° v + -a„ -9i � gx. 126.OT �,/`r~ r, , k � ; �� FROM STA. 29 + 85 TO STA. 29 + 85 I _ . � � � � � ; t���'� 55.001 �� x-'�-� \ � "oF � a : `;,."° "' , .� - "_------_-_ � � t� � ` � �r *' /' � \ . � .€.' � �:. � . � � {� i . � � ' NOW OR FORMERLY I °-' .+' � x \ �- 22.66 � " :,' ---�.'' ,,,� p � d� � ``"'��R„F�OVF �� ` '� 90.00' ,, � �r LATERAL BASE DITCH � � � I .-� � �� � �y ' + ` DAVCO ENTERPRISES, INC ., � , PIN:46 58 6 36 01 9.000 +82.00 � (SEE DECAIL C THlS SHEET �� DB 9ot, PG. 1432 �`k �� � � � � � � � =�;�.x� \ ,. � 54.37 �02.47 � � � � � � i` � � I � � 55.00' � s ,,,��-..., \ _ AND X-SECTIONS FOR DETAILS) ; t �; ' ,�. Ao % 90J6' 120.00' � : � �a � p� x � r � E � � I � � � � +70. 0� � � �� �� � s � � A 4 � '�e +02.41 ���� F �LASS '� �lP� RAP � . .. .'f`r'"`�-1-� � � � �� � � � � #'i � � � � � \ -a � �•o \ � 6o.64'I� FILTER FABRIC _ _ _ _ _. _ ~`•,, X� , � � r' , �. i � OF�� \ S � �\ TFi%JA E$T �2 $.Yt 78.70 �C�-'�s" .1 i r 1` ff fr�C � �'i . O /NK � `-`�� . � Cp � � �\ \ ��, esrst Ao� ,�. �F�F e'1'STR 725.00 � �-,,�� �:,,� _ �,�� a � f` I � �'�• � � � r � s^-".,,, . ""��:, ��lfF\ ,�< ^°'^� ,,.,; � _. °,,r=' , i L5� � � � I � O � c� I � / � � I i � o �F� , �, , � F . , ,' �-' EROSION CONTROL MEASURES`"""� ' � � � � ��� �V � �' . � r'��°� ` � � V � �^ �� ` ` ° -�-_ _ � , "J �.�" SEE EROSION CONTROL PLAhS ' �� �: � r� r= � � � � � I � �� r ; � > � �tt�r��, J� '�.�*' �� � CLASS 'B`RIP RAP CF � : � �` � � � ' �' \ t �i , ���� ` � I EST 7 TONS � ' I Ao �` t. PROP. 24� \ r',r'' � v'�'"� .r. n,,.,, „„v„,,:r,, �. �` , r`' EROSION CONTROL MEASURES j O � FILTER FABRIC �' T c. ? SEE EROSION CONTROL PLANS � LATERAL BASE DITCH � � V � ' ' � �sRCP�� ivz � �'�` � 0 � ���� N � � � I PROa. �2s� - < �, <u 0 � � � EST 9 S.Y. N (SEE DETAIL C THIS SHEET � �r � F x Q�• � t � ` I � �rRCP � o9i j^ � ,z +03.99 , , ,r AND X-SECTIONS FOR MORE DETAIU ,, � 2 a ,,E +86.33 = PROP. l0'ORIVE , F p� r� �� 55.00`� � m g: ��� O � 100.00' ',' i ° ' . � i A � � � � , (SEE X-SECTIDNS � � +24.82 � � � � I +98.79 \ 3 ' � � �� � f! ; b +78.70 FOR PROFILE) � ,' ,� 1 .p ' N j TEMP. CONSTRUCTlON 83.70' \ : F '� �� 65.00' � +6500 � ,� ,t a � EASEMENTE E� �t � .. . . . . � �� �. ,� \� � ;� : t , . ,�, rr � � � . . e�� � . � . � / F � t J, � t � G,p,qU i�,�E EMP, CpNST . � �,^�,.., � +24.s2 � ( � � � � � � FROM STA. 19+60 TO STA. 24+35 �(L� ,���� � - � � � � �� � � ° � � � � mv.ass.�s `� � ` so °� '--�z = ` � AS �ERU�/ON ,. s5�.se � ;� :`� �� � -�~^�,*. � m 55.00� H j � r•: PROP.I6LF /V%� . 00'. �' � � . . g ' . �� W , I � � FROM STA. 21 +75 � TO STA. 24+�65 (R � o /� � ,, � : � r �' -r �-- _ � �� ����---�������-_�:. � � � � J�, o � t, ,; �, � �5• � uz -; t °c -- � -_ � e-_'--e ` ' •' REMOV � � �m""''^,�r. . W ; FROM STA. �24+45 TO STA. 26+25 LT � � � � Q` � / f PROP. isc� 1 f � ; � .- j r ', � � � � � f � � f� q=,,�� �,� � �' I � � � +4.�.88 � . i • . ' � � z � �' � . � � -�. � _� � �' � E E . . E � t � � . 'S,+ft `'3�c--"--- � o FROM STA. 25+00 TO STA. 26+25 (R� o�`� ��/ 95.a6� ,� � isRCP � i.oz. .,f rM,. n,„ _ _ � U . . . . . � G �� ��' � �; � - -._ , .t � EXTRA� . B8039 � t �.F .� . � . - _ _ '' �` ; . . . � I � � � ��,�`�� � +a6.�z �F � /� � rF`���?rH eoz� � � inv. f ,�_�. � � � -� ` �` -------- -� -- W I sao.5r � � wv.eas.az ; � i � �(� � 117.69' , �`; �� � r�'i!r +12.78 t � �GR � T ,< k: - -- - - - - SLOPE STAKE o � �,�°aF s r' � 93.57' t � 3S r ae UN� - (Wfj � I . � U . � . t06.06 � : � � =�. Y �� ` r.��`.a O . � � 1 6 PROP.66LF � . � �i . . � � � � � 175.00' -k �\ � i�� ` � � ° �%� PERM. ;� ° ' �� � +14.83 � ' � � ie�RCP � iAZ � � � �� � ° � _ ; , � , �° I ,- D .�VNA Pne � � 4 ,. ,:.. r� � � � � F. EN7"� ? , �'-- � 55:00' , � ' - � � Q � � � � � � A / � " EASEM r � �� �, � � , J �,...� F �� ' � 6 FDPS � I Q � EROSION� CONTROL MEASURES ��,�'�;; � , �.� }��.�� > i � � � E € �� r ,�" � � N O � i � SEE EROSlON CONTROL PLANS �`^\"`-,l `t � '� r ,` "��10.69' ,' � � +98.74 � ; r , ` �~ crio i. N o � ~� I � �� , + N N 72° 40' l0.1° E N�y N i ,r w � I r� � k � � / \ i+ ° �. 59.78' \ \ y �` � - ., v N`N`� "'� m "' � �n . °D � � � . . . . �� . �. . F .� . F \ � � . �,. � r �.,-.-� : M � � � � � � � � � � � � � � 1 5A0' � ; r> J � r, `�� t : � � r �,`� � � LATERAL BASE Dl1�CH � � �� -���� � �; o M'� � c0• �'�� FALSE SUMP � 6' FDPS � � � � � � � I �' � � � � � � � � +70.68 � `��� ' � � � � � ' � � F (SEE DETAIL C THIS SHEET f� � � - - - -_ _. � � `� • °• a�o °• o � SEE DETAIL THIS SHEET) SLOPE STAKE � j � � � �, ca�u�aco �e r; � ;' r � �,� ��AND X-SECTIONS FOR DETAILSJ.-�`"� �� ;'�'� � � ° ---'�---- ±- + +...- -- ----------c - 9+ 4_' o . � itiv.ssa.�s UNE - - - - - � I . BEFORE YOU DIG �)� CONTRACTOR IS FULLY RESPONSIBLE FOR WNTACTING � �ZH.3O� � '?' .V r r�` 86 PE �� � I � � � � � APPROPRIATE PARTIES AND ASSURING THAT EXISTWG . � NOW OR FORMERLY . r 'J� � F � � unuries nRE �ocnreo PRioR To eECiNNiNC coNSTRUCnoN. DAVCO ENiERPRISES, INC � f F ,;�'y'J , r` r R SS.pp� �M 5 +��.�8o i, i I i � O 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES � r PINc4658636019.000 ,, , F �",. ri"� � � � i-� (� � USMG FLAG MEN, ETQ, AS NECESSARY TO INSURE SAFETY � '��S � . f� � . � X, �` � STANDARD TAIL DITCH � I � � � ro niE Pueua � DB 901, PG. �1432 �; X� ' f� � � �. % �" � STANDARD 'V'DITCH � � � � I ��,� �„s [j� � � I � � � 3). ALL PAVEMENT CUTS, CONCRETE OR ASPHA�T, �ARE TO � � � � J/ D � f,;'� +9$ 74 , `Y r '" .TN�S S EEI-� B . +63.35 iSEE DETAIL B . . . {^� � I ' BE REPLACED ACCOR�ING TO STANDARDS OF THE NORTH � � � 'iJ � ^' � 128.30, � � „` r ,'`�y 55.00� / � � � CARO�INA DEPARiMENT OF iRANSPORTAiION AND � � `"/ . � ��r � � � � �,r"� r � . ,�r `�...�„,, � . , t� ` . THIS SHEETJ � �� � F-1 � � � N MOORESVII.LE SPECIFICATIONS � . . . . . � � � . .�'`��" . . ^' �'"p . . .. '�"�� -'�'+�m � � � � �r� . E E -E ��.57 � ~ . . � . I � CLASS ll RlP RAP � ,:,�'" ... 80 00' � � 1-800-632-4949 4). SHORING WILL BE ACCORDING.TO OSHA TRENCHING ES% %,3 TQN,S� � v%',, � ''`� � � � ' " " " ` ' '�`�„ � � I � STANDAR�S PART 7926 SUBPART P, OR AS AMENDED. � � � ^' ^`� I � AVOID UTILITY DAMAGE � ,r�,r"� r � � ' � � � � � � � � FILTER FABRIC , ; �` CLASS B' RlP RAP I j � EST 48 S.Y. ,,�,� ,. TEMP.CONSTRUCTION �� +56.87 EST l4 TONS U ' � 'w�`' EASEMENT � 80.00' FILTER FABRIC E'i I I � , A.a �� EST l6 S.Y. � I j � EROSION CONTROL MEASURES � �, S E E S H E ET R5 .O F O R PRO F I LE EROSION CONTROL MEASURES SEE EROSION CONTROL PLANS � j � SEE EROSION CONTROL PLAIVS .3OfOO I. j . � � � � � . . � � �. � . � . . � . � . . � . � . � � . � � � . 'I i � . . . . . . . . . . . . . . . . . I n � � i o ■ � � ■VVS P� S E L L S I j � � . % � � � � � � . . . � � N i � Transportation & Infrastructure � � 128 Overhill Drive Suite 105 • Mooresville, NC 28117 � �? Q C0 (T) 704.662.0100 ■ (F) 704.662.0101 � ° ��o, � www.wspsells.com j � Q� License Number: F-0891 N/� � . � � o� . . � � � . . . . � Maoq TOWNOFMOORESVILLE � � a �8�, NORTH CAROLINA � . �`��o�reasr�a j � ti �+� � �f� I Town of Mooresville, North Carolina J I . � Plan Approval for Roadway, Drainage, Water & Sewer � � � � � � (n ��� �� C�R�"I.IU.S RD�MfiZE''PPi� RD � � �� � CONNECTOR I � Director of Engineering . . - � Date �� . � � . "F� � � � �• � . ( p rs�a �` i � � � � � � . � � � � A,�ByfL�'�+ � J. STARNES B. DEHLER � 10-22-12 � � �I Fre Department .� . � � Date �� 2 JLS � 12-20-13 PER NCDOT HYDRO COMIv�NTS � . . � PREPARF,D BY APpROVED BY � DATE . ' � . � . 1 JLS 2-]3-13 PERNCDOTCOMN4?NTS � . � 11-2014 � 301-12-01 � � �- � �� SHEET � OF i P�anning Department � � � Date NO. BY DATE � REVISION � WSP-SELIS JOB NO, MOORF..SVII.LE PROS. NO. � R�E�W`�Y PI'AN . R�..1 3'� � i � -�� � � . . . . � . . . . . . . . . . . . . . . � � � . . . . . . I i. � : � . . � . � � . � . � . . . � � . . . � � . . . . . i . � � � � � . . . . . . . . � . . � . . . � � � � . � �� � �..-._,...=e,.=.=-"=----'° . �__-_-�_.,-T_=.�.-_.. --- --�--°---°-------- -`-`�°°---- ---- °°--------------------------------------------------------------------------------`----------------------------------------`-----------`------------------- - � � . - ---------�-----------------------------� i, ---- - -------- - ---- -- -- ----------------- - - - -- - — — ----------------------------- -- - --- i i i i i i i i � i i i i i i I i i i i � NOW OR FORMERLY I MARK ANTHONY WILLIS � PiN:assa�asois.000 Pl Sto 38+00.05 ! DB. 1353. Pc. ,as� p= 48° l5' Sl.S" (RT) �..- i i 35+00 D= 7° 50' S5.5° r✓ i i i L = 6/4.93' -�`� ! EROSION CONTROL MEASURES T = ,327.�4' �� I SEE EROSION CONTROL PLAIJS I i R = 730.0� � i' +s�.�2 e = .04 i � 97.56' _ � TEMP. CONSTRUCTION—� DS ° 4'JrMPH � � � C � � _ � � N � � � O N i % _ � � C � ,� � 0 � O / � � C o� � � 0 O O / L O t C� N C C O U � a a � ___�----�` � �"'_ ��----' � „'�w ""_ NOW OR FORMERLY JpE REID KETCHIE PIN: 4658831653.000 DB 740. PG. 189 °-�;:�-� ---°"" �_--°�_"' EROSION CONTROL MEASURES SEE EROSION CONTROL PLANS � NOW OR FORMERLY MATTHEW D. LAITY & LARA E. LAITY PIN:4658833582.000 DB. 1864, PG 246 � N � �---- ` i � � NOW OR FORMERLY \ \ �� �` �l~ I I � � WINBORNE HOMEOWNERS ASSOCIATION � PIN:4658739176.000 \ a� �c�, i I � �--.�'"" DB 1749. PG. 754 � � �`� XO� � \ o° i o� �f f \ �� I C �°" � � � ��Q,• j j O J C� �� ' i � � �:� ���� v I � N I i i �� �w-- � j i ��, I I . � CALL ULOCO . � � . . .. . . . . . . . . . �� . . . . � . I � � C BEFORE YOU. DIG �)� . CONTRACTOR IS FULLY�RESPONSBLE FOR CONTACTING � . � � � . � . . . �. � � . . � .. � � � � � � . . i � . APPROPRIATE PARTIES AN� ASSURING THAT EXIS7ING � � � � � � � � � � � � I� � � v� � UTILITIES ARE LOCATED PRIOR TO BEGINNING�CONSTRUCTION. � � � � �� � . . � � � � � . � � � . � � . . � . . � � � � � , � I � � � 2). CONTRACTOR IS RESPONSIBLE FOR PLAGNG BARRICADES. � . � . � � � � . . � � � � . � � I N � USING FLAG MEN, ETG, AS NECESSARY i0 INSURE�SAFETY � � � � � � � � � � � � � � � � � � � i� TO THE PUBLIQ . . . . . . . � . ' . . . � . . . . . . . . 'I . °�, 3> A�� PA�EMENT ��TS. �aN�RETE oR AsPHA�T, ARE Ta SEE SHEET R5.1 FOR PROFILE I � . � BE REPLACE� ACCORDING TO STANDARDS OF THE NORTH � � . � � � � . � . � � � . � � . � . . � � . � � � . I CAROLINA DEPARTMENT OF.TRANSPORTATION AND I . � . W � MOORESVILLE SPECiFICATIONS � � � � � . � � � . . � � . . � � . . . . . . . . . . . . . . � 'I . , . / . . � � � � . . � � . . . . � . . � � I � � (n 7-800—fi32-4949 � ��� SHORING WILL BE ACCORDING TO OSHA TRENCHWG . �. . . � � � � � � � . . . . . � . . � . I 'I � � + AVOID UTILITY�DAMAGE � STANDARDS PART 1926 SUBPART. P, OR AS AMENDED. . . . . � . . � . . . . . . . . . . . . . . . .. . I � U� . . � . . � . . � . � � � . � � . . . . � . . . . . . � . . . � . � �� � . . � . . .. � . . . �. . . � . . � � � . I ,� . . . . . . . . . . . . � . � � . . � I O i � a ■ � ° ■WSP . SELLS i � % i � Transportation & Infrastructure � ° 128 Overhill Drive Suite 105 • Mooresville, NC 28117 � r�a� o � — (T) 704.662.0100 • (F) 704.662.0101 i� -°�- o www.wspselis.com � � Q� License Number: F-0891 I . . \/� � . . . . � . . . . . . � . aa� . � . . � ,� Mpa� TOWNOFMOORESVILLE ' � d �,�` NORTH CAROLINA I ,�pg��O�AT�p . ' . . a�' �� `a ``,� 'I Town of Mooresville, North Carolina � �n � Plan Approval for Roadway,. Drainage, Water & Sewer � . . � {� \� 7� � COR�"T-+TU.S ��f�E''PpA RD � � �I J � ( CONNECTOR i . Director of En9ineering � Date � � � � � �� � � � �• . . . I' p rst� � I � � � . � � � AF�y�4�,E• . J. STARNES B.. DEHLER 10-22-12 . i � Fire Department Date 2 JI.S 12-20-13 . PER NCDOT HYDRO COMMPN'I'S � . � . . . PREPARED BY APPROVED BY � DATE � � i � - ' � � 1 JLS 2-13-]3 PERNCDOTCOMMENTS 11-2014 301�-12-01 SHBET OF �. � � Plonning Department . . �� . Date NO. BY DATE REVISION � WSP-SELISJOBNO. MOORF,SVII.LEPROJ.NO. R�i�WAYPi'f�. � R4.'�,. `�'� � i� � NJ� � . . . . . � � . . . . . . � � � . . � � . . � � � . � � � .. � . . �. . . . . . . . . . � � .� i. � � � . .. . . � . � � . . � � � � � � . . � � . . � � � � I. � : . � . � . . . . � � � � . � � . � . � . . . � . � � . � . . . . . . . . � � I' ---------------------------------�--------------------------------------------- `--------------------------------�---------'---------------------------------------------------------------------�-------�--------------------------------------------------------------------------"_.e �.._--' ------------------------� i----------- -------------------- -- ------------------ ----------------- -------------------------------- ---------- --------------- ------- -_------ ---------------- ----------------------------------------- ------ -- - i i i - i i i i ,�� i i x�� �1� � i i � �� �� i , . � �o, �� �_ � ; _ � i �-1 G �_ ____�.___--------- ',,, i i , ��p�. �. .__._-�--------- , �V �` � �jv�� �- +37.26 I \ 54.98' O� � +76.80 �X 54.76' NOW DR FORMERLY JOE RE�D KETCHIE PIN: 46 588 31 6 5 3.000 DB 740, PG. 189 �Sx �� � ' �~ __-----"""`_..---- -"`_------""_--- � NOW OR FORMERLY ALEX THOMAS BURLEIGH & LaRUE MILLER BURLEIGH PIN: 4658930385.000 DB 498, PG. 214 l--"' � � � \ �---'" ��� � o� t .- � ��� a ,�- � ��• � � �'F�A � i; .=r n, c��: � , � \�.�-"" � `� ��`'t � � \� ' \ / �\ cO�ST 1 t ` „ � . � . �'. O� \ � �� �°AS \�` \�// � . \��\�`A��TjO� . . � �. . �. . .. . . � . . . . � . / t -'� � � i.? . . . . . . . . . . . . � % . a . � ���,,�-,ct � . �ty�. '`'^ki `�,`� 1 ti� � � i� F ���� �2 � EROSION CONTROL MEASURES � � �1;y 9'� `b� \ s;c�� � �\ � � � � SEE EROSION CONTROL PLANS � R �� -~ - ae �v +37.26 `�� o`� �ry1 �\ �°S \\ \ \ +45.36 Pl $f0 49 42.9/ l� l00'RIGHT-OF-WAY TAKEN p 1r�`�' �,;�,:1� � �g � � 55.02' c� ^� ss2.so \ Pe \\ � 88.3P 0= 43� �`� 2/.l iLT i FROM NCDOT PLANS FOR �'� rE 93� 3�� „ Z �> .'g ��r +54.7o X°�,� . � i2 �� � NOW OR FORMERLY D= 4° 24 26.J� THE MA2EPPA RD. REAUGNMENT �.�� �` 55.71' , ro \ \ � a LANCE R. BROWN i , l6 � � � : � �aN ' PE �' �NV. � � PiN:4sesasso2ts.000 L = 976.53 C[ASS 'e'RJP RiaP � _ +54.59 /I � � 93334 �� � +44.93 DB 2003. PG. 637 T = J��2.6� ` R= l,3OO.00� EST 7 TONS � ��L� � , \ \ 53.3P FILTER FABRIC 1 � i � � ; 7�.os� / �� ��� / 7 EsT s s.r. irov.' � � , � . . . . d � PROP.I08LF\ �\ . . Pi = .�J� � � � . � � . � � . 9365& � . . t - C1r � � � . CLASS B RlP RAP � �� � '� EST l2 TONS � �a' RcEP e osz\ \ � � ��� � � � DS = � 45MPH , ���. � �, �� � � � , � FlLTER FABRIC a T�,�\ �� �� , l PROP. 20� ,, c��5"1. f �\ \ ' EST l4 S.Y. �,o� \� � f> ie�RCP a o.si °� x' EROSION CONTROL MEASURES SEE EROSION CONTROL PLANS � �� � r f ��� L END CONSTRUCTION S'J,��� � �.� �S���� � � � r� t/ � SQ�c�� � � � � � -�'� --'x � �' '� '��i �. �'Tti� � tis ,` ; �.,�,`'�� �! � ,, -�- STAo 54+6/,47 � �� �� +99.� �� �� �� � �'Q�,��� ;�' ,,` � � � � � � �-�°-°'' ��!� � � �``� �, � MATCH EP OF I � �� � � � � � 56.�z � 6.�8 � � � � � � � ��� � � � � � � � �;� � � �t' � � � �, � � � � � � � i'"�� � s.�s �`�.t � � � � � ����. � � EX, NC HWY � ll5 � �s �� � � � , �� � ��� � �. +99.15 � �� e pr �O � x � �, � 78.38 PROP.I6LF \ . � � . . . . . � � . � . . . � . � � � � `, . . � � � is � 2.�z � � � � {� � p � � � EROSION CONTROL MEASURES �` x � � ', � � � � � � � � � ; ' � � � o � � �� SEE �EROSION �OA�TROL PLANS � � , � � � t V � ,� �_�� �t ?��.� J�tv� CLASS 'B' RlP RAP � � � t� � � +99 85 , Y , EST 7 TONS � � � � � � � � � � � � o � � x� � . � � �£ x 92.27' � x c'� f ,,?` FILTER � FABRIC � �S. � � �� � �; � c� � � � � +76.84 � � � �� � `; '_� w y .r� �� EST 9 S.Y. 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BRITTAIN � � � � � � �---""'���� �`�:'�� � ���� ��, � �� � � �� I DB 971, PG. 1606 MACK R. CHRISTENBERRY & � 9353 „ } I I PIN:4658828689.000 NOW OR FORMERLY � ° � ?a'' ld'V• , � HELEN L. CHRISTENBERRY }\ cn�� u�oco PIN:4658920867.000 �f � CLASS 'B' RIP RAP � 5 ""'l' I � � . BEFORE YOU DIG � �)� CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING � � DB. �}ZS, PG. 305 � APPROPRIATE PARTIES AND ASSURWG THAT EXISTING � � � � �;jc �� � EST IZ TONS :) �,�'',---" i � °�- ��~ � I � �� . �UTILITIES ARE LOCATED�PRIOR TO BEGINNING CONSTRUCTION.. � � � � � � � � �I . . 2J. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICAOES � � � � � � . �� � � � USING FLAG MEN, ETC., AS NECESSARY TO WSURE SAFETY � � � � I � � � TO THE PUBLIQ � � � . . � . . . . E}A; ' . . . I . � � 3). ALL� PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO � . � �� � . � � . .BE REPLACED ACCORDING TO STANDARDS OF THE NORTH � � . � � � � � � I CAROLINA DEPAR7MENT OF TRANSRORiATION AND . � � � � � � . . � MOORESVILLE SPECIFICATIONS . � � � � . . � . . I i-800-632-4949 4)� SHORWG WILL BE ACCORDING TO OSHA TRENCHING .� � � . .. . AVOID UTILITY DAMAGE STANDARDS PART 1926 SUBPART P, OR AS AMENDED. � � i �� . . . . . � .. . �� . . �. I i I I I I f � I � FILTER FABRIC � � EST l4 S.Y. � -�' � � � � � � � I � � � � INV. S . � .. . � � � � � .9339 '; ,� � � . � SANITARY MANHOLE . PROP.24 [F R€M�93S.83. � 18'RCP e OB% � �%� � � � !NV IN{t2"):83Q.42 . 4� � � d& R/M:93710 jj �� INY OUT(12"}:93p.35 . I . . � � e lNV. lN 933.7 � � �� . � � INV.OI/T 9335 ��...., � /8 � � 1 . 1 ' � � =�x c:� -�. � . PROP. l4 LF ` 1` . `. � � I � � ;�s� �s .�`° l8'RCP e IA/.,�.� � --"� ,� � � � I � _ . . � . . . t�-1 rt, ts c� s� �.." =_- . , �.. 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Approval for Roadway, Drainage, Water & Sewer � � .� .. �.� t` �� C'�R�'LIUS'' RD/11,i�EP�7A � � i��� CONNECTOR i � Director of Engineering . pate � `�O � � �1� �.� . � � � . � p rsrss' �+.• I . � � � � � � � RF'B.Y�`�,;�" � J. STARNES B. DEHLER 10-22-12 Ffre Department .. � � �� Date 2�.TLS 12-20-13 PER NCDOT FIYDRO COMMENTS � � � PRF,PARED BY �� APPROVED BY DpTE . � I I � � � � � . � 1 JLS 2-13-13 PERNCDOTCOMMENTS 11-2014 � 301-12-01 � SHEET OF �� . . .. . . . . . . - Planning Department . . . � � Date NQ� BY DATE � REVISION . RDi�WAY PLa4lN � I WSP-SELLS JOB NO. MOORESVII,I.E PROJ. NO: � �. 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( _ � :_ _� _ � . _ �1 J <C _ _ , . . _� _, � E_ . . . ;_ < _,_ � , � � , � � I , _� ? ; , r , � _ ( . , r � � , I i � e� �.�. � , , , , s e : , _, ; , , _: < . ,_ . . _ t ; ( _ � . _. . = r . � O � ; �j � � ; _ , � , � ; i � ; � . � ; ('-: ., �� , r : � � . � � _ � ,:. : . _ - � E ;: : ,.. . � :, . . ,_ .i . ,. .,. ,. _; _; , ; _,, . i. ..,_. e , � E , , a�, ��c ,,. 3 , = I ; � � F 3 ��/ : , € L ' . � �_ r _ , _. � . _ _ _ . . .,�. _ � � _ e , _ _-- - - . .....I �, . � , , _ :.. . . ::.... . . .__�_... . . t.. . _��_.. :..... e � J._.. . � _,.._ . _ .__� ,.. _ _:.._�� , q--�. _ .__;.. . .:,..... . . .,„ .�-. „ �. � . > d , . , , . . . . . . . . . . . , M�3 , . . . �._,.... � «_ �l . . ......q. ..,�....,_..__ -«__��`_..__.a . .. ;_. , . ,......, ... �:.._,A _a. _� .� �._.�._.,, .» .. .. ..,..w ...... .. ....:... _.__. ., ...._ _ . . . . . . . . . . .. a . . . . . . . , , . + . . . . , . , , . , . . . : . . , . , . , , , , . . . �. , , . , . , , , .. . ' . . . : T , . . , , �, : 3. . , , �, 7 ,..... , � .... .. ._._ ',,... t _ �. � .. . ..::" _ j ., � . �, i , : �. �. € , . ' ,, . j , . i � � . . i . � : � �i � � I �/ , `. ! � . � _ , , , ! I _ i , , . . . . . i , : ' . ; � , , 3 . � , . , i ; . ; �,�. 1 ,. � '. . .. . . � ._� : .;. : ���,. _.;.... . 1 i -:..._ , ',.� i , , �. e .,... ti... „� ', ., �.. � ',,.. . .- �. ....._ ,_ .. . -.... . � ......a �__. _ : .� ..__,__ _ ._... ....,.._ . -:_. . . _ . :. .__ .._ . , . i ..�.. . , . . ,.. , .. ..:. . . . ;.. S .;- . ;..... , .. , , , , , .,.' . I , , _ , .- r , , , , ,. , ,'. ` , . , Q , , , . .. ; 3 ; + = i _. � .. . . � , , i � ; � 4;� N -�,,9 i ,� � � . ; ,_ .: _ , _ : _ ,: . .,. _. . , , �' , _3 0 : . . _ ; . _; _.. ,_ � . _ � . . . _ . . _. . . _ , : . , . � . SEE SHEET R4.0 FOR PLAN I � 3 , , ; , ; ; , ; � o � F ,..2 r ; , 1 3 � , � , I _, _, , . E � ,/. ( . , ,: ;. _ . _, . _ � . , � 1 e �,._. . . k � � , ^^ j j � a j. ( 3 . ; � _. . . . � . ! . � °� : ;�._ . . � ... a t.. . r a ��._. . . <�.. . ._..... . .._. . . . ... r . . t . . d ..... . . , .. . . . .. � . . � . . .... F .. . . , . . }� J�Q� �.: . . '.. . . .. .... :_. . � ... . ..... . .....� . . �.�... . . . .. . . � .. .. � . .:.... . . . . { � . . e � .. ... �.. .. .. � t .. , e .. i t , �'�.�� e .. .. . .. .. . ... . . � . .. ( . �., .. �.. .. � '.. t �., ... E , � � '. . � . , , .�� I , . , , , . � , , . � . , . , , , ,. r . . , . . . . . . , . . , . � . . . . E ' . � . . . - ( . , � S ! _._.._ �_.', _, _._�__ -. _.,_.._ __....�...�.,...__. } ��,._ _ 1�d..�_.._. ' , . ���� ,. _.., _,.....'�........_ .��_ ...,.W.. ___�..__ .._ -. ..� -.- . � ..�. . _.;_.. ',.,._. __ ,..�.._...'..,,..._.».�_ _._ .:._ .. _ ...... .... ...._ .,....: _, _.� �,.._,�,�,.,... _>...:_...._...._-..� �, '—.- ...�....... _., . . -.---.. . . . . . . . . . . . . . . .�. (._ .�. �''__ .,..,.��_�._..�.._�.�.�...__....�.....:.',.__._........ -_.�.__.._...... - . . .�.,.. , -s- . ., ...,,.-, . . . . . .. . _ '.m._., ..�-. ,.... . -.-.. . . . . . . . . .--,-- . . . . . . . . . . . -E , . . . . s . . . . . . . . . �. . . . __i�d.SLi�G.... ..,..,.__._.�,...... ....�...;...-�._.. _.�.._'.,.,...:._,.-.�. ......�...,..____......a_�.. ._..,,._.��m_..a., . ,.._w,..A_...�_,..,......_..,.._�� ......... ....._._.!_.,._,.-...._..�;....,: I_.P....�....-.- �- . . . . , . . . . . . . . . . , . . . . . . . . . . -I� , . , . . , . . . . . . . . . . , , . . , , . . , . . . . . . . . . . . . . . ; , , , , . . , . , . ��. ��. . �, , , F . ,. r , ,. . ., , , :-�.__"._."' , . , ,. , ,. , . ,. . , , i-".".`_'.�""�i�" , , , , , , , , , , , , , , . . . , C_" , . . , . . . . , , "�'�..` . . : � ° __. . _ . � � � , "�"; . E � � � � . . . . . . . , , , , . { . . . . , . . . . � . ; . . �; � , 3 . . � � . . . . . E _._�: . ._: � . :. . ' . ,_. . , . ...; Q. e .... . . ,�� . i_ . .. . . .. . � . . e._. . . . ....�i. . _:. . , . . . ,... ,_.. . , . . , , � ' I : , , . , , . , . i .- S . , , . ,-e , , . . . � , . ...'�, ...l. . l_ . ... 1 , .. ; , , p . ._.. . , < t_. , , t , .�i . ..�;. , . �� . . , € . - i , , . a , , �, , . , , . �, .. i ;. . . ,_. P ° . , . , , , , �. , . , , . . , . � 3_ � � � _ � f ; E • • { i E � � .. . . ,. .,,.. . . ! e .. � , e . . . .. . . . , ,. i . .:_. . .... :._. . ..�.1 ._, ..L . . . . - , �..., . ..... . . . . . . . , . . ., , d.. . �;.. , . , , . , , , t , t , , , . , , , . . . , . . . . , . .� f , , , , . 3 , , , . , , , : - t , .. , , , , , , . , , � � �, , � , , , �, �, �, �, , . �. , , , _.�. ._,. .(_.... � , . ,. . . t . , � , , �. ., 3 , � , , � , , �. , . , . , , ; . , ; . . : .` .. I . . � t . � . .. . , . . . . . . . . . . , , . , , . . G . � � � � I . . t . . . � ..�. . � .. i I I i . �, . . < ..._ . ._l . .,... r I. . _.. ._. . _... .. . . . . . , . . . . . . , .. . . . , :. . . ., ... . . :. ... , .�.. . . _... . . . . . . . , . :�.. � ._. . , . , . . . . . . , . , , . . . . �- . . .. .�� i �. _ �: § � E , E �, t � , r , , i: , , , t � , �1 ,� � ; _� ,. � �: : _ � _ ' E. . � ,3 ,_. + � r , ,. [ ....:._ _ , ...�.. . . ;.... ,._1._. . _.. , . ..�._. ..... ,. ..__, .. : � :� , , , � . . , . , , , - , , , , , , , - fi . , , , - , . , , . , , , , �, _ , , �, , � i , . r , . . , . . . , , , . . , �, , . � � i t } _i { , , ; r, , � , € � o � E , C I , ; i ' - - � - - . . e_, - . . __. . e� __ 3 . ..... ,. �_ _ �_....: ...'. ._:..............._c u ..... ... .... . �:......._.. __..� _o-.� , ..i- ��� .- _._...�� ... _.....:;,... e..... . !... . ,.•__....— ` '`__:�_ ... . ........ . _�._ . �_._� -4 4 . ,_..'_ _.,.__r.__}_ . .. , , . . , . , . , . , . . , , , . . . . , . . , � , . . , J__ � _.._�... . . . . . ,.- . < ... . .-'-^ . . '._': _w �j..� . .. '. , .. . . . r . . a . . . . . ...... ._"___..__ ... . _;..� _ . �'. I . , I_. A _.. ..._.:_ . �. _____�._.- ._ ... . .._. . . �e...... e :-..... . . :. . ..... ... �......_. .._ ,. .:_ . .. .._ ...._:__... :.__•.—•__ _"__`_ __.. .,.. . �_ ..._. _.____ , . . , . . . . , , . . , . . , . . . . , . , .. . r . . . � . . . . , . , , . . . . . . . . , , . , . , � : , . . . . . . . . . . _ : . . , . . , . . , . . , , , . , ,. , ., , , , �, , . . �, , , , ��. , , . , ., , ,. , . , .-^`t , . , . . ,. , � ., ,-i : , ,. , , , ,. , . . . , � ,. , , , , ,. , , . . , , : 7 �. , . , . , . , , . . . . ( . o . . . . . . . . . . t . . . . . . . � ( . . . . . , . � . � . . . . . . . . I Q � •- . r •. • � ; ' , ' . � i. �. � ' �. . ; , . , ' i � �. 3 � , i , � , � , � �. � , � � . �� � � � ��� . � ' ....:. _...... . . �. ,. ,, � � ', , .. . � ,, j � , . , i i �,._ ,...... I ..__ . .I.. . ',... . �....... . , ._i � .L . . �.. � :.... . a . .. t r i f � _: � . . _ . . . _ . . i :_ . ; , . _ . , , � � � _. . . . _. . . _ . ,_ . _, . ._ .< � e ,_. . ; . � . , E , , , � F :4 ( , , I, ; , 1 { , , � i , i , : � 3 � _. � _ . :: � _ Q 3 � < ; . : � e _ e . . , , , __. � � � �I7'ERA� e,4s� o � _: . . . . . . . , : . _i. , . _:_ . . ,_ , _. . , f � � E , , , � �, i . , , � � E E , � � ! . _: p, � , r F � _._ . . � I _. , ; . . . � I � t , � _ _ ,_ , . ;_.. . . _. _. . , _ � : -6 m , z �_' . I I > . � . , , , r ( > , a. . � � 3 , E , i , , ; � , , , , � � � n ; . , � I i < : , _. _. . � 1. ,: ..i, _ , t.. _. . _. _. ., . ,,.. .,_. ., ,_ � _ , � - r , t : . _. , , � „ � , z � , E D��CH ILTJ , , � F � l � i E E � � _� ; ', �7V i . . ' ..�. ......... v .:�_� ._ _ ... _.__.._:..i�.4 '..__ _:_..i.._..._.. .. _ �i..e . ...._ _c.__..._..._ , , � i . . ...... '. ��.. �.. '.. ____ .!._. _ . .�. i . . . t,.,�'�._..'� _._.�_�.._!;... ._1._,._.�._ _.._.:...<._ ,. . .. � ..__e...._ :_.....;___.. _......_��_ _..__.._�._.� ..._.._._.':._.. ,.. .:!... ..._'m_v__ a __;._m'r._._._.. __ : ..__._.__ ___..._..___4.._. . . " _ __� 7Q: h_� �___ ,_.�_____: . __ _ , . �__�.w_ u_�--� --_ �__ ____�__m __ _.__� ��._ .._�_ a,___� ._ __. : _�_. __.---� --- _ � _ � . __�_ _�_ ._ . ... . _ __ _ __ t_ __ �___.___�.___��_ __�. _ __ . � . 10 11 12 13 14 15 16 17 18 19 20 21 22 3 , E : , , , � � �, _ f. .. . � , . . _. . , � , ( _.. ,. ,_ .. _ _ , ., ,,. _ � , , � � . . � . . �i -�:._ . -..... _ � .... , :.. . .. . :.. , i �._... . ...... .i� ._..: ',. . . 'i.., 1 .. , . .:.< . . I . . .:. :.:..G , .. . . _! !. � . . ,;- i ,,._ ,. .. '�,.._. � ,,_. � .._ ..j . . _. ...,.. ._,.. �.�. ..__. t � ,, ��, , , .. � 3 , . . . , ° } ���. � . . �, . ,, ��. . �. , . . , F �. .., a , �, , . , , �. � 3 . , . , , , '. I , , . � . . ,, . . �, , . , , , , , �, , , �. ��.. ( -�. i . . �.. i , , . s ��, � : � ., . . . � ' . � � � . ; . ...;. . .:_ . .... , � . . . . .. � . � 1 � 7 � _ , � _ s E . , _, ; . ; . _ , ; 3 � , a , I i e � � � 1 [ � � 3 ( � � 1 . ,_I . : i � � . . , c -. . I .: . . : '�.... . , � . .... , �. . . . .�, , �'1. ,,. t . � . t , . , . , , . , , . , . . .. e , i . ; ;. , � I . .., ; ._. . I P 3 e . . t , , . ., , , �, , , ., � , . , � . , � .. . . , . �. , : �. �. : . y.__ .�._. . , � , . , ; , i , . : t : . E , . � . . . . I i . � � ..�. . , . . � i ,. �� . �... •. , . , , E . : � E .._. . . __. . �� . ;__ � � . . .... . ... ...� _ ,. _'', ( ;. _ , . . _.:... . , ,_,. . . .,..._ . . . _.,._. . �, . . ..i _ . .. � � � I i �,. . � � . �.... .:_ . m_,_., ., ,.., � m„ . _.., , �,...... . .-:._.....__� .,._-:_ � . _ .__�: � . �_._� . . .... , . �::.... .., .. ...._....,., .. . , . , . , . . . . .. .. . . .. � . � . _....__ _ ......__.� _ ... �.,.: ._ , �----. . . . , , .....,._.. �, . _...._..- --'._ .. ........ ._� �...m:.,. . , �_._.,,,. .. _ �. '-- _ . . . . . . . . . . .. . . . . . . . , . < .. . , . � . . . . . . .. . , . . . . . . . . + . . � , . t . � . . .. . . . �. ...... ... . _ �. ,��,,. .. , ',. e . . � _ . .-. � . ....1 , „ . . . , . , , . . . , _ . . .. , . . . P . , -� . ,. _.. , . .,�'. .. ...... . �'� ,. � . . . -� . . + . . . . r , . . . . . . . . . . . . . . . . � . i . . . . . . . . . . . . , ., . ,. � , ,. , ,. . ' � ', , '�. ��, ,. j I ! , . i . ,.. i . �, . , .� i ' ' ; �' . . . k . ' E ,. E � , 3 .. i , , . . ...�.. . , ._ ...� . � . . � � .. , k ; , � e � _. _ . _ . . p ,, E r � [ , _; 3 _ . .__ __ , E _ ; � t � � ; � , , ; � , � ' a l I s ' _ , � , 4 l � ; . _ . , : , , . i < _ ,_. , . , . , i � , _� � _ , � .� ; _ �.. . i { ' c ( ; � . � � , ' ; , . 1 � . , .._.. . ,,. . I .. e _.. e �. ,. _:� ,; _F , :.r. _.�. e ; _ . � _, . __. , _ ; , . :. , . , , : : SEE SHEET R4el FOR PLAN � . � � F , , _ � , , o � _. ,. . ; , , [ � e a _ . _ .. .. �_ . a . , ; ; ('� ; 3 3 � { , ; � � , , i , � , � < � � , ... ,... ' . L ��.1,d _..., � i . , . . 3 . , . . � ��:: ,.,u. �:... . w_ � �...,.,. ._.._wW _.,. ..:_ _ _....._� � �_.... ! �_..�...;��..,.. w ��.._._,.._�.._.,.,.,.�.,,....._� ..,.. _ .._...�.� ._......,._�.;....�.....,,._,._.._� __....,__,.._..�..._..'...__,,.,.,..._ .._..... .,. _.....,.._.._�..� ..T __.__ .. ., .� �. ����.___;,_.. ..� _ _...� __:..�.. _��.._� .�._...�.m.._.�.. '��..� . . . _ „�__._.� � ...�_�_._ . _ ..� . . �. . _ .. . . ��. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . -� .. . . . . . _. .._.._. � _._._��..._�._ ...__,..�_ »�._�..� _.._.�._. _.,._...,..,.....�..._�;._.�.�._�:..�.� ..._._�;.... ..�...,_...,.__.�...�v_z,___._-�!__ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .._ . t . » . . . , . , . . . , , -� . , m ...,._-,._ �..__�w....,..,,...w....w._..�.._.�... � . , , . , . �_ _.__.__^"..mm, _...._.,__�. ,. , �.-�... , , -'� � ,. . , , . . , , , . . : � . . . . . . �, -1- i - , , "� �. , �. , -I-. , .. ., ., ''" , �. , �' , �. . �m�__-.. ,-,� . .. , . . ., �--i-- , . , , , r . , , .. , . . . . , . . , . . , . . . . .. - �'-° �- t , 3 � I °-; : € , ; ; e l E _ . _.. _. _. , � � 3 __. e . __ . . _ _; , !: _ . , . i � < ; .: l !- 9 � . _. . _, ; . :_ � Y : , s { , � , , , � , e 3 , � � r i � , E ( � � � � ��f , � J��. _ 3 I ; e ._. , _ . . _ _ . . , ; _, _ . , i e . . _, '; . . , e , ._ e e : , , � � � -t-)2 . s , , _, . �. ., ,_- ° E .. _ t � ( i ) } , , _� � � 1 . E : � � � � . . . _ _ _. , ', ;7 ; , , : _.. .,.. ,._ G_ ; �._ , ' : � � � E � E , � ? , , _, _j_ �. �.. t E � � ; E , � 1 4 � � [ , � j] E . 3 , 3 _.. 3 � 4 . E . . . , ��'..: � . .,�.,._� . . . . ;.._. , � ...�., ::. / ,.;... ..., j f ; �... ' . ' . _.a . 9 i .. t_ . . . i ... . ........._ .- .. i_.. .i - , . , ,� ,,_. 6... . . . L.., , . o- _;.. .. . _ , . . . . . '.... E . { n . �,, . . . ...:,,. . ',_ �. _ '_ ,. _.i . 3 .,, _ j. .... �. , ,. �, , . ., ,. , : ., . ', i ., , ( . C ' , � �. j , , , � ,. . . � ', ( , . � E . , 3 [ ; ' �I `� �� . f _ , � 4 J�� � _ !, � � E --_ :� . _ -k . _� . t_ _ _. - _ — - - _ _.. w . . , e = - _ - � - � : -� �_� � ___w �. . e. _.o-_. � _�� _w . � . G . -- ---- ', - -d__ _ u_�_... . _ .._ . -�__ � . �: _. ., . : _. .':.. . 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DEHLER 1Q-22-12 Ww�.ws���'��S'C'�m t.. r`� r�� 1-800-632-4949 4}. SHORING WILL BE ACCORDING 70 OSHA TRENCHING Fire Departmen# Date PREPARED BI' A.PPRQVEA BY DA.TE AVOID UTILiTY DAMAGE STANDARDS PART 1926 SUBPART P, OR AS AMENDED. 1 JIS 2-13-13 FERNCDOTCOMMENTS 11-2014 301-12—d1 pAVEMENT M.ARKING SI--IBET OF License Number: F-0891 ROADWAY ENGINEER Plonning Department Date NO. BY DATE REYISIdN WSP-SELLS JOB Nd. MOQRESVILLE PRO7. 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LEGEND: - - -ioo- - - - EXISTING CONTOUR -�- - PROPOSED CONTOUR - PROPOSED STORM PIPE - - - EXISTING PROPERTY LWES --°- - PROPOSED R/W � - PROPOSED PERMANENT EASEMENT �^^^^^^^^^"^^ - BAFFLE � - SILT fENCE - SILT FENCE STONE OUTLET � - WATTLE � � -' � -0 - SKIMMER - SEDIMENT TRAP STONE OUTLET �i / / / y�FT .�� � �2 �� � :� � �\ L��� � � s � � � � , �. t.��� f�' �. �� �� � i fi ����L"�° �o�`.�►��"� , �°`aii'���,� , \�a��emy�e; �:o�,�,, a�Of►` � ',`'\�4� 1 ��.��°�ti � � ,m� u�° � oyai ����V' . �e�P�� ��'����0� a� � �0 4 � �� 0���< <. a \��'� �'g.� ��a, a � , � Oi� �as, ����� � � e �0 �\ � � .a� \�ss�`� , ����e���� � �� �0���� \ \ , �� a� 3.�� '■WSP�SELLS % Transporfation & Infrastructure 128 Overhill Drive Suite 1Q5 � Mooresville, NC 28117 (T) 704.662.0100 ■ (F) 704.662.0101 www.wspsells.com License Number: F-0891 I �/ /\ � / � \ �� . �� \ / �`� �` � � t, �� �, ,� � � � � 1 ��. � . � � �\\�� _, SNEEr ��� � ��� ,`. � - c�' n (- I ' SH'�ET C-4 8c C-8 � � � � ��� �� � � � � �� _ � V ` � �` � ,- � � ST-8 . . _ � � � � ��, � �- �. " - ., , � . , , �'t . *,.-^- ,,.,., = _ ` °�� � . �.. . . , �.� -, � . � :._ _ .. � � . � . ��'., `'� , ' / / � � / i � / / EROSION CONZROL NOTES: 1. ON-SITE BURIAL PIT LOCATIONS MUST BE DOCUMENTED ON FINAL PLAT. � 2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A . VIOLATION OF THE STATE SEDIMENTATION CONTROL LAW AND IS. SUBJECT� TO A FWE. �� 3. STABILIZATION IS THEBEST FORM OF EROSION CONTROL. THE ANGLE FOR GRADED �� SLOPES SHALL BE.NO�GREATER THAN THE ANGLE THAT.CAN BE RETAWED BY VEGETATIVE � COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES.IN ANY�EVENT,� SLOPES LEFT EXPOSED WILL BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR � PERMANENT GROUND� COVER, �DEVICES,� OR STRUCTURES SUFFICIENT TO RESTRAW EROSION IN TNE APPROPRIATE TIMEFRAME� BASED ON THE NEW STABILIZATION TIMEFRAME TABLE. ��THE�ANGLE FOR�GRADED SLOPES AND FILLS MUST BE DEMONSTRATED TO BE STAB�E. � STABLE IS THE CONDITION WHERE THE SOIL REMAINS 1N ITS ORIGINAL CONFIGURATION, WITH .� OR WITHOUT MECHANICAL CONSTRAINTS. � � . � � � 4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF IREDELL COUNTY. � � � � � � � 5.� MAXIMUM GRADED�SLOPES ARE 2:1. WHEN STEEPER SLOPES MUST BE :USED, PLANS . SHALL BE SEALED BY A GEOTECHNICAL ENGWEER FOR SLOPE STABILITY AND FINAL � SURFACE STABILIZATION: 6. THE DEVELOPER SHALL MAINTAIN� EACH STREAM, CREEK, OR BACKWASH.CHANNEL IN AN . � UNOBSTRUCTED STATE.AND SHALL REMOVE�FROM THE CHANNEL AND BANKS OF THE� � STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS. 7. ALL FLOW FROM PERMANENT / TEMPORARY DITCHES SHOULD BE DIRECTED TOWARDS SEDIMENT TRAPS AND/OR BASINS UNTIL SITE IS COMPLETELY STABILIZED. .. 8.. ALL SLOPES STEEPER THAN 3:1 SHALL HAVE EROSION CONTROL MAT EQUIVALENT TO NORTH AMERICAN GREEN S75. � � . 9.� DE-WATERING OF.THE WORK AREA DIRECTLY INTO A STREAM, CREEK, WETLAND, ETC.IS� PROHIBITE0. � � 70. DEMOLITION MATERIAL HAULED FROM THE SITE MUST BE DISPOSED OF AT A PERMITTED � FACILITY. � � � � � � 71. IREDELL COUNTY MUST INSPECT SITE PRIOR TO REMOVAL OF SEDIMENTATION � CONTROL MEASURES.� � � � � 12 � PROVIDE NOTICE TO IREDELL COUNTY PRIOR TO INITIATION OF LAND-DISTURBING ACTIVITY. � 13. � EROSION CONTROL PLAN APPROVAL CERTIFICATE �WILL BE DISPLAYED AND A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE AVAILABLE ONSITE. � . 14. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE�WITH THE NC �� EROSION AND SEDIMENT CONIROL PLANNING AND DESIGN MANUAL. � . ��`����iiirr��,9 ����°��o �3� °�L'/���f'P 2 : �� � ������' W" " '" �At ' rF2,y CIN�;� � ,,;"' �' i P ,a � � �������III�tS�+�������� ROADWAY ENGINEER . �e�esagasaearaanag8 . .p bcae � 6dd�y� ae<F . �aa.���� ����gA�m��'.° �uv � � �� � a� � � � e,� 3as��� ,��p � � �, � ����p°�,�t'lsb� � � �,� �� �;�'��,��,� °°na "Y�°$$��"aauer.w �,+,'W ayw . . . .b��BB@4�;p� �^n�ggtag� 1 %�''�°�" 3 HYDRAULICS ENGINEER 0 75 150 300 (IN FEET) 1 INCH = 150 FEET / \ � � � / < �- / � / \ � / � � � � � �T-9,�� ��� � ; � � ' - � � ' '�� . . � � � �1 i � . � / �..��� � � � : � �= � � � � � � r, � � .i�r / � � � � �� \ _ �� �o�. , � , �?'µ � � , r+: L- � �/,��'��'' � � . . . � � . r .. � . 1 �� . . _ � J �, _ _ � CONSTRUCTION SEQUENCE NARRATIVE:� � � � - � � - � � THE PROPOSED �ROADWAY IS WITHIN THE TOWN� LIMITS OF MOORESVILLE, � � � 1. OBTAW GRADING/EROSION CONTROL PLAN APPROVAL FROM GASTON � IREDELL �COUNTY, NORTH CAROLINA. THE TOTAL DISTURBED ACREAGE FOR THE � .. NATURAL RESOURCES. . � � � � PROPOSED DEVELOPMENT IS APPROXIMATELY 11 10 ACRES. THE� SCOPE OF . � � � � . 2. SET UP A� ON-SITE PRE-CONSTRUCTION CONFERENCE WITH RANDY MOORE � WORK INCLUDES CLEARING, STRIPPING AND GRADWG FOR THE ROADWAY, � � �� (704) 832-2352 OF IREDELL COUNTY�TO DISCUSS EROSION CONTROL � . � .�CONSTRUCTION OF EROSION CONTROL MEASURES, GRASS-LINED DITCHES, � � . � � � MEASURES. � � � � . . �� STORM DRAINAGE PIPES, AND PAVING. � . � � � � � 3. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE�, SEDIMENT TRAPS, DIVERSION � � BASED ON SCS SOIL SURVEY MAP, SITE �CONSISTS PREDOMINATELY. OF APPLING � � DITCHES, AND OTHER MEASURES AS SHOWN� ON PLANS, CLEARING ONLY AS � � � . NECESSARY TO INSTALL THESE DEVICES. � � �� � (Ap8); CECIL (CeB2, GeD2, CgC); AND PACOLET (PcD2, PcE2) SOILS, �� . � .4. CALL� FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED, CLEARING � HYDROLOGICS GROUP "B'�.. � � � � . AND GRUBBING MAY BEGIN. � � . � . � � . � � � � � � . � � 5. THE CONTRACTOR SHALL DILIGENTLY AND � CONTINUOUSLY MAINTAIN ALL � � THE DOWNSTREAM RECEIVING. WATER IS REEDS CREEK. � � � EROSION CONTROL DEVICES AND STRUCTURES � � � � � . . � . � . . � 6. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH � � � � � � . � � � EROSION CONTROL�INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF � � � � � � � � � � � . � � � EROSION CONTROL MEASURES. . � � . � � . . . � � � . . � � � 7. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF � � � � EROSION CONTROL MEASURE � . MAIN�NANCE. PLAN: � � � . � . � � � 8. AL� EROSION CONTROL MEA5URE5 SHALL BE CONSTRUCTED W�ACCORDANCE - .� � � � � � WITH THE N. C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN . �. � THE FOLLOWING �MAINTENANCE PLAN SHALL BE FOLLOWED UNTIL THE SITE IS� COMPLETELY STABILIZED � AFTER � MANUAL � �� � � � CONSTRUCTION. DURING� CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION AND . � . � � . � MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL BTRUCTURES � � � 1. ALL EROSION CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING ANY � � . � RAINFALL �PRODUCING RUNOFF AND AT LEAST ONCE EVERY WEEK. ANY NEEDED. REPAIRS SHALL 8E . � . �� MADE IMMEDIATELY SO THAT ALL EROSION CONTROL MEASURES ARE MAINTAINED AS� DESIGNED. � � 1). CONTRACTOR IS FULLY RESPONSIBLE FOR � � � � 2_ ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED IN ACCORDANCE � � CONTACTING APPROPRIATE PARTIES � AND ASSURING � WITH THE SEEDING SPECIFICATIONS W� ORDER TO �MAINTAIN A DENSE VEGETATIVE � COVER. � �� CALL ULOCO � THAT EXISTING UTILITIES ARE LOCATED PRIOR T0� � 3. SEDIMENT DEPOSITS SHALL BE REMOVED PROM SEDIMENT PENCE AFTER EACH STORM EVENT OR BEFORE YOU DIG �BEGINNWG CONSTRUCTION. � � . . . SEDIMENT FENCE SHOULD BE REPLACED. .THEY MUST BE REMOVED WHEN DEPOSITS REACH . .� � . . APPROXIMATELY�HALF THE HEIGHT OF THE� BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE �� �� . 2). CONTRACTOR IS RESPONSIBLE FOR PLACING � . �.� � AFTER THE SEDIMENT FENCE IS REMOVED SHALL�BE DRESSED TO CONPORM�TO THE EXISTING GRADE, � BARRICADES USING FLAGMEN, ETC., AS NECESSARY � � � PREPARED� AND SEEDED.� . . . . � � TO INSURE SAFETY TO�THE PUBLIC. � � . . 4. WATTLES SHALL 8E CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES THE MID-DEPTH POINT � � . � � BELOW THE WEIR ELEVATION. � � � 3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE � . 5. SEDIMENT .TRAPS �SHALL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES THE MID-DEPTH . �TO BE REPLACED ACCORDING TO STANDARDS OF POWT BELOW THE WEIR ELEVATION. WASHED STONE SHALL BE CLEANED OR REPLACED WHEN THE � � THE NORTH CAROLINA DEPARTMENT OF . SEDIMENT�TRAP NO LONGER DRAINS PROPERLY: �� � � � � TRANSPORTATION. � � . -. .� . �6. GROUND COVER SHALL BE ESTABLISHED IN ACCORDANCE WITH THE STABILIZATION TIMEFRAME CHART i-800-632-4949 � � � � � � � AND THE SEEDWG SPECIFICATIONS ON SHEET C-11 �. AV010 UTILITY DAMAGE 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY THE INSPECTOR. � . STANDARDS PART 1926 SUBPART P, OR AS � � �. � � � � � � � � � � � � AMENDED. � . . � . � Town of Mooresville, North Carolina Plan Approval for Roadway, Drainage, Water & Sewer of MOOq�� TOWNOFMOORESVILLE i� �°"°`"'� � �� o` �i� NORTH CAROLINA ti � � a {t� CORNELNS RD/MAZZEPA RD �` � EROSION & SEDIMENT CONTROL �� �� EROSION CONTROL �,yo � � � p• OVERALL PLAN � �� � a� a �• � S. BAILEY J. CARTER 10-22-12 RFSVi 1.�-�' . . . PREPAREDBY APPROVEDBY DATE 1 SB �2.20.13 PER NCDOT COMMENTS � . 11-2014 � . 301-12-01 . ER�SI�N C�N��L SHEET � OF NO. BY DATE � . REVISION . � � W SP-SELLS IOB NO. MOORESVILLE PROJ. NO. 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'+� 1. �,. ,��'��' � $ 7 �► `�,•�c►` ���V����4 11-2014 I 301-12-01 WSP-SELLS JOB NO. i MQORESVILLE PROJ. NO. • � •�� � * " ' ' � ` �' • � 1 '� ' M '� ! : i 1 ! 'i ��oslo� co�r�oL �L� STA. 32+0(}-44+O+Q, FINAL PHASE S. �AILEY J. CARTER 10-22-12 PREF'ARED BY APPROVED BX 17ATE EROSION COTiTRQL s�ET aF PLAN C-8 32 ._i_ _ _ _ __ _ _ _ _ 12" MIN. OF NCDOT #5 OR #57 WASHED STONE GLASS B RIP RAP CROSS-SECTIQN � W=5` MIN:.� OTE � �.... 1. THE BAFFLE MATERIAI. NEEQS Tfl BE SECURE AT THE �#�� -� T=1.5' MIN. BOTTOM AND SIDES USING STAPLES OR BY TRENCHING AS OUT�ET ZONE �} �N �� ,��ti_.;�- � FOR SILT FENCE. 15% OF SURFACE AREA 3600 CU FT AGRE #"�� �� � r`°,� ,� ��"� �' a=`'�� DATA BLOCK 2. MQST OF TNE SEQIMENT WILL ACCUMULATE IN THE FIRST SECaND GHAMBER �'��1�' `� ;`-� �e� ����� � t' 25� OF SURFACE RREA �}�` ���""� �'� �"" �� f �""'�i-- j 5' MAX BAY, SO THIS SHOU�D BE READiLY ACCESSlBI.E FOR `1' ��� �� ;' ;; --'�;`� ^;� ��, TRAP WEIR WEIR SURFACE TRAP TOP OF CLEANOUT BOTTOM SKfMMER SKIMMER MAINTENANCE. 3:1 SLOPES SUGGESTED AT A�L FLQW --. �- , ��.., d-` �� �--� I��,,,,,�c � �t ��;_,. �� , DESIGNATION LENGTH ELEV. AftEA DIMENSIONS DAM ELEV, ELEV. BASIN ELEV. SIZE ORIFICE SIZE ENIRY POINT� FOR EQUIPMENT ACCESS. FIRST CHAMBER H �,,` �j y=�ti�,'�✓sC��-s;'-"k� �' „ , 25% OF SURFACE AREA _ v -�� �, ,�•°�.�;,i ,� y,�, .�,-f 5T-1 4' 865 1,400 SF 70'X20' 866.5 863 $61 2 1' 3 FFLES A D S NS AND '� � � " c�`�'i�,J -�c;---� -� ..'� �' >ti�? _. • `.. ``<r d`=�,,_.� ����� --��°�`•�,� �.- _ , R �ATEST EDITION OF NCDENR EROSION CONTROL F F E RE , , �, �,,,�- � ST 2 10' 861 4,000 SF 4Q'x100' 862.5 $59.2 857.5 3" 1 75" PQROUS 35� 0 SUR ACT A�NA BA RE 1 A '�'�� i S' MIN (��: ..�. f ��� `� 60 SF 3Q' 75' 2 5" 1 5>, MAN A PE _ . . _ ST-3 4' $66.5 2,2 x 868 864.7 863 _. _ _ ..... ....:.:... . _ _ . . . _ ° - ST-4 4' 863 675 SF t5'x45' 864.5 865.2 863.5 NONE N/A SUPPORT ROPE TO WIRE FILTER FABRIC ST-5 8' 899.5 4,000 5F 40kx100' 901 897.7 $96 3" 1J5" TO PREVENT SAGGING STAKE TO SUPPQRT WIRE ��_.� _ _,_..----._..� ._.__.__._. _.___.._.__ ___.___._.._._..._. ._.____ _..._.__ _.____ _..__ �-------1. % �,_.__._,___ � , ___e,._____ __ __ _�___� _ __._ . _____ � P�;N VIEW ST-6 8' 912.5 3,50d Sf 35'x100' 914 910_2 909 25" 1.75" ,;,___._ ._. ,._ ___� _.�.. ---`---�____ _.. '� , ST-7 4� 902.5 1,000 SF 20'x50' 904 909.7 899 NONE N jA SUPPQRT POST. 24" �; �`- ��-- -v�� � `" ��"� " � � r----------- - , ; INTO BOTTOM OR SfpE � � � �.:,� - ..__._�___ = ; ; ; E DESIGN SETTLED TOP 2�" ���. QVERFILL. 6" FOR gT-8 6' 92d 5,250 SF 35'x15p' 922 918.2 916.5 3" 2" � �� �'�'Yµ �.'��` �' i--- � SEiTI.EMENT -- � - - - - � �" f �" z_ ' i � ST-9 4' 933 1,�00 SF Zp'Xgp' 934.5 939.2 929.5 NONE N%A � , ~ � , J � ° � _... ����� �� ( �,... ' � � J ; k. �"'j�''` � � � }._ _. . _ � _ �. . _ __ _ , _ � t ' f" . -� --� ' � � � � , * s � _ , . _ _3 � _� ...�_ k E. __ _ _ _____ __ _,_ __ _ r �-� �,_ Y _ ,^_� i � � . '� ST 10 4' 940 5 1,200 SF 20'x60' 942 938 7 937 NONE N/A ��°- - ; --�-° � '- . : �O: - --; _ , � 3 J ' `'' k.. . t -� _ ' ' I _` ���� = O . �� '�:�jQ ST-11 4' 938,5 600 SF 15'x40' 940 936.7 935 NONE NfA ___� _ � .� _ � ~�..� s ` __._ � . - .. � ..� ii I � . ���� � � , ; � � NOTE. 5 M1�Y� FILC � �, I---L=4' MIN.--I `}'c��' 'i` EMERGENCY BY-PASS � t�..________.___� �.__ ___._..._..,..-�,� ___�.__.�.�r ;. : � , _ , _._�____---_ __�__ _ __ _ _ �A _ :. , �.r ' ,.' , � ` . , . ;� `. . .. . .: .: . 6„ BELOW SETTLED - ' � - - - -- ----------- _: __ _� _ .�W �_.�_.. ST 12 4' 918 5 900 SF 20'x45 92Q 916 7 915 NO E N/A t � i � �� t _ �✓ i� PLEASE t�EFER TO : �: ;'�° '�p�r ' TOP OF DAM ST-13 4' 912.5 1,500 SF 20'X75' 914 910.7 909 NONE N/A \�'`�__---------- �_`�.�.. f;' NCESCPDM SECTION 2' Tfl 3.5' `. � , , _T _ _____ ,. #6.64 FOR ADDITIONAL _ ,�;` �„�4 �-�- . . _ DES}GN SPECIFICATIONS ' - _ „,. , G? �Q ,.., „.,. - ST 14 6' 936 270Q SF 30'x90' 937.5 934.2 932.5 2.5" 1.5" COIR FIBER MESH OR SIMILAR MATERIAL. . . .. .. . .. . .. . .. � _ RE�ARDING TEMPORARY �.�� STAPLEQ OR TRENCHED INTO BOTTOM OR SIDE. SEDIMENT TRAPS. �, 1 NATURAL GRQUND FiLTER FABRlC X=3 MIN. SEDIMENT TRAP POROUS BAFF�ES DETAI� 1. PREPARE S01� BEFORE INSTALLfNG ROL�ED EROSION CONTROL PROQUCTS (REGP'S), INCLUDING ANY NECESSARY APPLICATION OF �IME, FERTILIZER, ANO SEED. MAINTENANCE NQTES: ��' NQTE: WHEN USING CEi�L-O-SEED DdN NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH 1. SKIMMER SHALI. BE INSPECTEQ BY THE SKIMMER IS TQ BE A SURFACE aEWATERING VENT SCREEN ACCESSIBLE PAPER SIDE DOWN. DEVICE SUCH AS FAtRCLOTH SKiMMER OR THROUGH DOOR FINANCIALLY RESPOSIBLE PARTY OR HIS 2. BEGlN AT THE TOP OF TNE CHANNEL BY ANCHORING THE RECP'S IN A 6" DEEP X 6° WiDE TRENCH WITH APPROVED DEVICE. QESIGNA7ED AGENT WITHIN 24 HQURS AFTER �,., APPROXIMATE�Y 12" OF RECP EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCNQR THE RECP'S EACH RA1N EVENT EXCEEDING 1 f2" (DAi�Y ��� FL4AT WITH A ROW QF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTi'OM OF THE TRENCH. BACKFILL AND DUR{NG PROLQNGED RAINFAL� PERIQDS) AND ,,,A-`` �"'� COMPACT THE TRENCH AFI'ER S7APLING. APPLY SEED TO COMPACTED SOIL AND F�LD REMAINING 12" PORTION OF AT LEAST WEEKLY REGARDLESS QF �...(�pfi, �" r -� > > RAINFAL�. CLEANWG AND MAIN7ENANCE � r �, �''` ``` RECP S BACK OVER SEED ANb GOtv1PACTED SOIL. SECURE RECP S OVER COMPACTED S41L WiTH A ROW OF NEEDED SHALL BE PERFORME� IMMEDIATELY. �` r ° �� �'` STAPLES/STAKES SPACE APPROXItvfATE�Y 12" ACROSS THE W1DTH QF THE REGP'S. 2. SHOULp THE SKfMMER BECOME CL.OGGED `'�\ � � 3. ROLL CENTER RECP'S IN DIREGTION OF WATER FLOW IN THE BOTfOM OF CHANNEL. RECP'S WI�� UNROL� WITH WITH DEBRlS OR SEDIMENT, PULL THE '�'" 1 SKIMMER TO THE SIDE QF BASIN WITH THE � f l APPR�PRfATE SIDE AGAINST TNE S01� SURFAGE. AI.L RECP'S MUST BE SECURELY FASTENED TO SOIL SURFACE BY PUL� RQPE AND CLEAN. HEAVY EQUIPMENT `" .� b,, 'r'� � PLt1CING STAPLES/STAKES IN ARPRdPR1ATE LOCATIQNS AS SHOWN #N THE STAP�E PAITERN GUIDE. WHEN USING THE SHOULD N07 �E USED TO MaVE TNE '�� ;,-�� � I � � DOT SYSTEM, STAPI.ES/5TAKES SHQULD BE PLACED THROUGH EAGM OF THE COL4RED DOTS CORRESPONDING i'0 THE SKIMMER AND DRAIN LINES. `1���"`��� '` . � I�PPROPRtATE STAPLE PAITERN. #5 WASHED STONE C�ASS B RIP RAP 3. SEDiMENT DEPOSiTS IN 7H� OUTLET ZONE l7F �� > THE BASIN SHALI. BE REMQVED WHEN THEY � `��` 1.50� 4. PIACE CONSECUTIVE RECP'S END OVER END (SWGL.E STYLE� WITH A 4"-6" OVERIAP_ USE A DQUB�E RQW 4F �' M��' IMPAIR THE SKIMMER FROM DfZAiNING THE � 3.OQ' O O Q STAPLES STAGGERED 4" APART AND 4" ON CENTER TO SEGURE RECP�S BAW. PUL� SKIMMER TO S1QE ANd REMdVE SEDIM.ENT dEPOSiT, THEN RE5ET SKIMMER TO p O O ( ``" 5. FU�L LENGTH EDGE OF RECP'S AT TQP OF SIDE SLOPES MUST BE ANCHOREO WITH A ROW OF STAPLES f STAKES 2: �'�W� DESIf�E� �OGATION. „ , » F �-�_1�-�,� 4. EXCAVATE A SHALLOW PIT UNDER THE �'" � APPROXIMATELY 12 APART IN A 6' DEEP X 6 WIDE TRENCH, BACKFILL AND GOMPACT TNE TRENCH AFTER Lp�,y _ _� ������ SKIMMER SQ THAT 1T WIL� DRAIN THE ENT(RE a���t}3 �� I O^ O O 2.OQ* STAPLING. � H M�N. ��` ` �",, �� �`�� `' �INISHED GRADE BASIN. SKIMMER SHOULD REST ON BOTTOM BARREL PIPE LONGER THAN SHOWN, O O C7 6, ADJACENT RECP'S MUST BE OVERtAPPED APPROXIMATELY 2"-5" (DEPENDING ON REGP'S ?YPE) AND STAPLED. � .-� �. �� `�y�"°�, PIPE WITH A POSITIVE DRAIN SO THAT WATER OUTLET END: NOT INC�UDEa W1TH SKIMMER I 4,q0' WILL MOT aTAND IN DRAW PIPE AND FREEZE. CONNECTION TO (SUPPLIED BY USER). O O O 7. IN HIGH FLOW CHANN�L APPLlCATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT INTERVALS. CLEANOUT ELEVATfON SECTION OUTI.ET PIPE OR RISER USE A DOUBL.E RdW OF STAPLES STAGGEREQ 4" APART AND 4" ON CENTER OVER ENTIRE WiDTH OF CHANNE�. (SEE NOTE 3) FLEXIBLE JOWT (RADIAT4R HOSE) � � � C�ASS B RIP RAP 0 Q � 8. THE TERMINAL END OF THE RECP'S MUST BE ANCHORED WITH A ROW OF STAPLESjSTAKES APPROXIMATELY 12" -- APART IN A 6" DEEP X 6" WIDE TRENCN. BACKFILL AND CQMPACT THE TRENCH AFTER STAPLING STANDARD SKIMMER � Q � *�IN �LOOSE SOIL. CQNDITIONS, THE USE OF STAPLE QR STAKE LENGTHS GftEATER THAN 6" MAY BE NEGESSARY TO �� `` � � I �' I�� �/ PROPERI.Y ANCHOR THE RECP'S. FCp � ��\ � �;��� '�`'��,y'-�.�������- � �`��' a��.�"'����'����'.� /' \` w _ r �°'� r� .� �f " � ,.�-r � - � "w��'`�'' STAPLE PATTERN GUI�E � _ �t. � �..�. PiP� �,-�. � 2" � � . 8' WIDE ROLLS .� .� ���� ������� �� � ��`��� '�--._...,,,� > � � �'s�� ����;� ,.�����. ��� ;� � � .,� �� - �-/ f\,� i ,-, r., � �', j , j / /, ..--°- � y J�^,J, _.J �,,��b� �,, ��� , .�{ !��% �„ r ��.- w;l i� ! �"�� � `� �``4��'` `JF � f � �`4 /`�/f F �� ` � � / � �°�....� 1 `� � �';;,:;- � ,�,�"�� ' j �f~ " �� � /° �,/' � �TES: , _ =r.�,;: � � � , �: ; �, �} � ) : ;�� ��,y „ a � -�____ N ;;�:..:��. � i r `- � ,! i"�i .�; 7 1 =: , � � j � � 6 f � � � � � � I � � � �,�"" �, ' t S�C .` t r..~ � s� � jt`) }�, t � `� >,i�f r t� ,�'C�' j ';� `� � , �,-., �,�? . w y w , p _ � � w w . . . .� . w . ; m a ° . W . y � . , > . e Y .. " � �5 WASHED STqNE 6" MIN, 1. GRAVEL PAD TQ BE 12'X 50' AND 6" THICK MIMMUM QN ='; ���-"'4�1�t ``, j� � �``�' �. v.. w. r p Y tl>- , FILTER FABRIG STABILIZATlQN MAT. � r � �t � { a �. "�-� ; "'` " � �" n ' � " � "� � � , THICK X 3 MlN. HIGH q q -:�r,�;. . �, �,� �� : • „ � .. » „ �� "� %j�' /` �j v ,, ; 2. TURNING RADIUS SUFF�CEENT TO ACCOMMODATE tARGE aP' .•.°.~�=� �.�.°.• �'�° ° ' � . � . =:�� l � V`* \�;� �� ' � ` � � � � - �� s' �d � - � `• VOLUME = 3�OQ CF PER ACRE TRUCKS IS To BE PROVIDED. �,� `� e �� - - w . .� . .��,���''� �/f�,�,� � lr�� �lj; �� � r ° � / i �` PERSPECTIVE VIEW ��. CRITICA� POINTS . m F= _�\,� V� � r�\� �V�\�' �"�� a�� / 6" DISTURBED TO TOP OF BERM ELEVATION. 3. ENTRANGE(S) SHOULD BE LO�ATED TO RROVIDE F�R � pv ��' � ° �'�, r �' '��'/� ��'` �i �° v '\��'/`�`�,/�.�� , SURFACE AREA RQUIRED = 435 5F PER MAXIMUM UTI�ITY BY ALL CONSTRUCTION VEHICLES. �� ��a A. OVERIAP AND SEAMS °.�_5�� �� j ( )�`'� ° � ` ° ' � ��`� '` �� �� � CFS Q10. 4. MUST BE MAINTAINED IN A CONDITION WHICH WlLL ,,� � �;���� � , -�� �'-,r ti.� �. ( J :�� , � , , ' , ' » ° . " . " Q PREVENT TRACKING OR QIRECT FLOW OF MUD QNTO ���'`���` �f s B. PROJECTED WATER LINE „ W., , W W. d,,��. �_ �ti /' Q � ( I'�!` . '>' p STREEfS. PERlODIC l'OP DRESSING WITH SiONE WlLL• BE , f�� ��� ' � MjiV . . w . W m � a . . , � . r . Y t x�f ' ��.� � �% �--� � �,.`' . � �1� NECESSARY, KEEP SOME MANDY. �, � .., -� ��.; r°` 1� .�1�, C. CNANNEL BOTfOM/SIDE `\�' . � w � w � � . . W w 17 ` ` �� '~ ^^-,^' ^., �-r-^ ^ ^'^ " �,�� , � � w a 5. ANY MATERIAL WHICH STILL MAKES IT QNTO TNE RQAD �-Y - '` ,� �'� �������� SLOPE VERTICES ��'� � . � � _ w 4 zt � -==::+. '-, .-1, �-.^ � � \.�'. � . K w , `r � 4 � ,� h.f `� . .. `�>/`` , ` � p w � " �.��;! ;:_�.:=:::�::� :� :�:=: :-.�._ �' r MUST BE CLEANEQ UP IMMEQIATELY. ��=,�,y, z,� d��,:...E, �I�% /'� � / ,. /'� ° � - � - GENERAL NOTES: i { , ..l�"` �isu ` 1 J� ��i � � � � l. �/ . \ r�.. .f 4 /�` /�\�\, \ ; �� . v a w . + j �t ,.'' ,�� O 8. WHEN NECES5ARY, WNEEI�S MUST BE CLEANED TO REMOVE ;P�- ° ^� �� ��' •\ � � µ t � - r \` ` � " � ` � ' � � w � SEDIMENT PRIOR TO ENTERING PUBLIC STREETS. WHEN „ ���:.,%��,, . ,Y F-Q\' "���Y ,-�` �/'��lf�/ w��p-�-�-=s� �=._:.m- -- j I"` '""'"`" i. GRAVEL ANQ RIP RAP FILTER BERM BASIN SHOULD 8E USED TQ ...__..... .. .. ' �-.� .. S�I�. � �ra� ' � '�� '\�'*�\�\�`\� "�""° ( \,�- W' �'° PROTECT EXISTING PIPE INVEftTS THAT DRAIN 5 ACRES OR LESS. WASHING IS REQUIRED, 17 SNAL.L BE DONE ON AN AREA ��:: :' "��� , r�.- .. f fl,/f� t� . � .... � J`��, e ° W Z�,_5„ STABILIZED WIl'H CRUSNED STONE WHICH DRAINS INTO AN '`� :a`'' .. '��\�i` i�:� , �." �ti " " � � � f�' > r ` ., : ,�ti/ t ' .....a_,.... .., � /�'1 W ` " `� I' 'I 2. OIMENSIONS SHOWN ARE 7HE MINIMUM ACGEPTED UNLE5S \�, _. �� _ :_e}ie:-:: :•:: ^, ,,,,�.,,ti � _.._.._.:.;r %/� � . y a ' _ y DTHERWISE NOTED. APPRQVED SEQIMENT BASIN. � � � '�-�' NOTE: . _ � �\ ` ^ti .., / / "� 7. APP�iCABLE AT A�L PCJINTS QF WGRESS & EGRESS UNTIL 2"-3" COARSE AGGREGATE � , a. !:: /, , -�.:_::_.,.�•. ..:,. �, ,,� _.._.._: _ .::.:: .:..:::.::.:. ..,�\��\,v W _ - � - � ,,. , � �\%, * - - :' . \ �\ \\ ..,....r:-.•:>r :.: ::::: ... .: r,: "`, ,.�,� - - -- - - ��%if� w ° < e ° y e - i\ � r�w, i , 3. CLEANOUT PRIOR TO SEDIMENT REACHING HALF OF 6ERM SlTE 1� STABI�IZEQ, FREQUENT CNEGKS OF 7HE DEVICE �0 HQRIZONTAL STAPLE SPACING SHOULD BE - -- -,. �,\; -�•�_:;,_;-_.-::•:::�,�,:�-:;,:,�,- .�,,�, :: -- _ ,;\\ ., p 0 _ -_ - - - ,CO / • ..:: .....::.....•.-;.::: - - - - - ; '� /� , . . d � _ . _ � � HEIGHT. ---..... . . AND TIMELY MAINTENANCE MUST BE PROVIDED. GEQTEXTILE NONW VEN ALTE ED IF NECESSARY TO ALI.OW -- - -- � . - �'�- .� � ro_„..�. � R - - ::�::��\� \ \ - - - _ : - / j < w ...... ..... .. .... .. ... -- \ � � - =-- \�\ E UIVILANT TO MIRAFI 500X - - - - - -.!`, - - - - - - - - .._ �. -`� �.� . . w � _ . , ., w �.�.. _ _,.._. ..._. _. �. � STAPLES TO SECURE 7HE CRITICAL POINTS - - - =:: � ,f � "':-•�:-:•-��-�::�. - - - - - - - j . \��•,-:_:._�.-: - -- - - -�:�.;•.!,i/'�/�� .. . w . . . . < - -_ _ .-. \ \`` ,�, ..�.:.� :. - - - - - - .-:.- / / !! . .. . . ALONG CHANNEL SURFACE. - - :._, f�,//� � - -- - -- - _ - - -.a + \. \. W w . ... ..................::::.::: �:.�.-::. ' -: - : -. �_.-.�.�. -: :-.�:�: -.,.... y . . �'-�� �::,;\�%��/�. _-- _ -_ - _ -_ - 4 -6" , v w . ** IN LOOSE SOIL CONDITIONS> THE USE OF °, , i ;� � -:::--':��::�,:�:=_�'�:.�:;;::�.�:-.-. `�' `�. - _ = - -- : - - - ° ° �, ° _ � y - CULVERT INLET PRt�TECTI4N STAPLE OR STAKE LENGTHS GREATER 6 MIN. �`\<�\\�\\ -. _ �::_�,�j}�i�,� �,,, - - ��� ` ` `` W . w _ _ . :.:� :-:.,-::__:: •: :•:.._... ; . ...........:..: ... ....::... TNAN 6" MAY BE NECESSARY TO � \/\�f\� �_._� ._. _.._.. ._. �._.._..�..�.l1���; , `'`� .,,, _-_-:t;�: =:��==:-:�;-_:-::::�':_"-::_::; ! r'� ,/ / l/\``r%�%r/\'�� > " ` , " , ° „ "' 9 ° TEMPORARY CONSTRUCTI�N ENTRANCE PROPERLY ANCHOR THE RECP'S. a o CHANNEL LINER INSTALLATION a F M� p R F T4WN �F 1VIUOF:ESVILLE �,�► ���a•*°�*:� �`,�� NORTH CARCJL1I�tA � �����}4�dllPJff�� �����a�s����a�������� � t� � 'r� � �,�� ��' - •��'a� �ti,, ,,��°� � �����'� ����.� � ,� CORNELIUS RDJMAZZEPA R.D ■ '�` '�'' « ' t .° �� �` �' ��� �' `� t � �S' ��"a��,�,�,� �r. �� Town of Maoresuille North Carolina � a ' ��' r° •,� ' °% �� � �� ' � ER4SION & SEDT.IVIENT COTITR.C}L � ` �'#.���, J'� � �� $ � ��� �i� Pian Appraval far Roadway, Drainage, Water & Sewer �' /�� � / ° '. � ` � �� � Transportation & Infr�astructure f-�- • � ����` � � � �,���a �, ,�, �� � ,� ���� �¢,.�� � � , ER4SION CONTROL DETAII_,S , � � 128 4verhiil Qrive Suita '!0� • Maoresville NC 28� 17 `'�- ��+�'�rr��-�' '��` ���,� ����_ � Director of Engineering oate �#. � c, ' ''�i��%fi�R � ` 5�4-4i*'` #���'�' ��������'"�°�� �,� ��> � . Q::� r'� �� �` S. BAILEY J. CARTER 10-2�-12 (T} 704.662.0100 ■{F) 744.6�2.0101 '�C�'��� r t� � i��� ���'��� �� �, ��'� �� Fire Deportment oat� � F S Y 11.�-�' p�Pa� BY aPpxov�D sr �raTE �"� ����� ��� �tq-t� v�rww.wspsells.com �' �� ��' � "� License Number: F-0891 ROADWAYENGTNEER HYDRAULICS ENGINEER NOT TO SCALE 1 SB 2.13.13 PER NCDOT CdMMENTS 11-2Q14 301-12-01 EROSION COTtTROL 3HBET (�F Planning Oepartment Date NO. BY DATE REVISION WSP-SELLS 70B N(?. MOORESVILLE PROJ, Na. T"}Ei'�'A�,,�' �` 10 �� . . . � .. � . . . . . . . . � �. � � � WATTLE . . . � . � . NOTES: . .. . � . � �. .. � . NATURAL GROUND � � � � NOTES � . . � . � . . . .. STEEL POST ` WOOD STAKE � � VARIABLE AS DIRECTED BY THE ENGINEER � �� � L� Wattles �shall be secured to the soi� by wire staples approximately every 1 . � W � 1. CIASS OR MEDIAN � SIZE OF RIPRAP; AND LENGTH, WI�DTH, ? � linear foot and at the end of each section of wattle. � � � � � � � � � AND DEPTH OF APRON PER RIPRAP APRON DATA BLOCK FILTER FABRIC � . . � . � (6' MAX.) � . .: '�3� � � . . . - � . � � �. � . . � � SHOWN BELOW. � � � � .� . . . . . � . r,.�r yr e ' � � � . . . : . . . . . . . . . � . . � � ,, � � , y�,�,.. �Cr f�'-'� ', �; ;' . � 2. A minimum of 4 stakes shall be installed on the �downstream� side of the . � - M � � RIP RAP � � � M i ��-�� - � � � .. ;;;f' ��';;�j �1,, r.�. ,i 1,�,, t WOOD STAKE TO ONLY � wattle with a maximum� spacing of 2 linear feet along the wattle, and .� . �ii� ���� .. : - . . 2. REFER �TO THE NORTH CAROLINA SEDIMENTATION AND „ , .� .;, ,<,;� ; �� . /. s . �r ,� f , .��r�. >= � Z � ? � MIN. � .�, �' �`� � �/'. ,>�n'` �'"`� �?f, � � . ��: � , /' j � " �'� � � �. ' � � � " � z�.;�?.:�'�,-rr �'% �, j._�, '� ; PENETRATE NETTING, � according to the detail. Install a minimum of 2 stakes on #he upstream side of ^� �I. . � - � �I ., �, � � EROSION CONTROL MANUAL FOR RIPRAP� APRON DESIGN i. . '� �y���.r �.�Fs n.�!:;. l:.r> . >�,�r v f�':�q' . �Z p,� ,��`- ��d r-�! � � � � � � �7 .. � "' �' �, ` % � �;.: � �' - . -> � � � � the wattle accordin �� to the detail �� rovided in the lans. Stakes shall be driven � � � � � _ � STANDARDS. � . � . � � J � DEPTH �c: _���^l ,; .�� ` � ' '`�%v^< . ,; i�.,;.. �- '. .��> . �� -;-� r�T..r.. r t ; . . . . . 9 P P . =i : ,;..'•„' . . . ,,,� . . _ i,.- - Q � WOVEN FILTER ,�a�,� :�;. '`{!��,�;,/�.,�, ,,;,,,� X;?� �,;,,� ;.,;;'x��*" . � ,,,:-�ic,,,,,���s ,..�..i.; �into the ground a minimum of 70 in. with no more thon 2 in. projecting from . 4 x.�`� �� � � . . . __ -..,.� ., �. r �...; ,... - , _ 3,-....,, � y � � - � TOP EROSION • ;.., . � . S OF TH�E APRON � ° $ v� '4'.t `:?'' %"T :'" y��:�� v: �° '�' „'` ` "'> fc- `[;; nve stakes at an an le accordin to the detail rovided . \_�t � ,. � f� 3. RIPRAP SHOULD EXTEND UP BOTH SIDE M= Q ;� 5 ,, FABRIC ,, ✓/ � �i � , , � �� ; i! � �-� - z , .,..f .,�, , ,,,, BLANKET the to of the' wattle. D t , y >-i / ;'_ ,� -`t, '•:„ `_.._.c° o �. i / - � � , , *: s ,' `� � : � ..r,.�. -- P 9 9 P c� ���' ;,+' . . ". � .. i � %%",. ��'�'`''� �.'� y; . 'k'�°��,. ., "£,�;..� {�" �'.��r ':� � � " FLOW ,,,%�'�:- �� �..;'" , !,, . � in the plans. . � � . . " ��,. -.:;', ��''�;.{t , b.-.: r'},`� ': AND AROUND THE �END OF THE � PIPE OR CULVERT AT THE , rt ' F *-�� . � p � x .��, �", --srr:�• <-��^' , ;I:-.:. -w'�- �«^' r-= „ ..,-,:�. . o => �='',%;: y ,1 �' � . . � � . . . � . . � _ � � � DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A � �> �., �,� �>��, ,.. �• "'� � ' � ' � +'� �>�- :; �= l "" � \ � � � � � 3. The Contractor shall � maintain the wattles until the � ro'ect is acce ted or � � '��=- � �-� ,��� :�` = i �� -'+_- �,���-_ - �3 -� �: :- � . - HEIGHT NOT .LESS THAN TWO THIRDS � THE PIPE DIAMETER E ��..,e�. s ,.,:';s-�;:. . � .. . . �O� w i i 'i i �i �',.. - I � i� � "I �; � �- i = _ . . cr % i;! -. t 4 . . . P J P - � � t . ); w.. � , -' -:.. . � .�. � G _ . . . . . �� i ( ,� �, � �� �� , it ' ' � until the wattles are removed, and shall remove and dispose of silt accumulations � � � OR CULVERT HEIGHT. � 3 m �, � � ° � ' _ ` ' � < , , �. 1; X 4' #5 WASHED STONE . � � � ,. I ! ' i' ' - ,`i = � -�- ' � � ' . � � at� the wattles when„ sg directed in accordance with the requirements � of Section � . � . � � � �� ANCHOR SKIRT � . � o o r_-.:� � - i` � - - �' ; .:� ,.�. I ;i . i- � � � % �~�� � . � . . . �. . � . . � � . � . . '" . i i ' �.,... ' _' .�_ ' "_ � �%'�/��� �� i ��'�r ��/'�� � 1630 of NCDQT Standard Specifications. � 4. THERE SHALL BE NO OVERFLOW FROM THE END�AF THE �� 4 MIN. WIDTH � • - . „ �� . :... . -� , ' ,; i . ... ,:,-; :: . \ ��%�� �":��, �� ���. � � ; \� \ ��.. ���. � � . . � . � . . . LAYER OF FILTER FABRIC ��� MIRAFI �700X OR APPROVED EQUAL APRON TO THE SURFACE OF THE RECEIVING CHANNEL THE M `� � � � � � l��j������` ' ��� � j����j�i � � � � � - �- a , � � � AREA TO � BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON.SHALL BE AT THE SAME . � . � � . . . . . . . CBOTTOM . '. \ .,\\\\\� � ,;' � \� � _ . � , , ., ,.� "�, ," . �. . � � . . . � . . . GRADE (FLUSH) WITH THE SURFACE OF��THE RECEIVING . . � � . y � �� � ���� . . . . . SECTION B-B . . CHANNEL TNE APRON SHALL HAVE A CUTOFF OR TOE ��s` = WALL AT THE DOWNSTREAM END. �MAINTENANCE�NOTES � � � � � . GENERAL NOTES: � . . . . i.� . `° � , , , , , f>' � . g• � � � � 7' MIN. � � 5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUA� . 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE �. FILTER FABRIC . FENCE SHAL� BE A MINIMUM OF �32" IN . � � � t �°i . �� . _ - - - - - - . - - �,�,� . �� - � � � � . .. . � .� � � � TO THE BOTTOM� WIDTH OF THE RECEIVING � CHANNEL. � PARTY OR . HIS AGENT IMMEDIATELY AFTER EACH RAMFALL� AND AT LEAST � WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE � WIRES � . � � � � �� . - . - � - � ;� . � � � . � � � B � � �MAXIMUM TAPER TO RECEIVING CHANNEL � 5:L � . DAILY DURING PROLONGED. RAINFALL. ANY REPAIRS NEEDED SHALL BE � WITH 12" STAY SPACING. � � ��� � " ' ` �� ' ° '� t � - � � � � MADE IMMEDIATELY. � � � � 2. �WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS � � � . , . , ' ' �' " " � ` ' ` � '�" ; � � � . � � � � � � � 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% 2.� SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE � TO REMAIN FOR A PERIOD OF MORE THAN 30 DAYS � � � . � � ° , ° . � , _ � ,. . , , �, � . . � �;� , , ��� � , .. � � � OR GREATER.� � � � . � END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS � WATTLE. ° � - - • � , � ° � �"�. . . . � - . . . NECESSARY,� THE FABRIC SHALL BE REPLACED PROMPTLY. 3. STEEL POSTS SHALL BE 5-0" IN HEIGHT AND� BE� OF � WOOD� STAKE� � � � . � � - • _ . . . � ° ° . .�'-,���„� '? , { ;�y �.. �, . . � . . THE SELF-FASTENER ANGLE STEEL TYPE � � � � y � � � � � � � � � � � f � �;'C � � �����'` � 7: THE PLACING OF FILL, EITH R LOOSE .OR COMPACTED IN � 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACW STORM EVENT OR � 4. BURY SKIRT WITH COMPACTED� SOIL. � � �� ° � � �, � � � . � ' ° � � � � ° � � � f'�,`�E �`- �' �?_ � � "� ����;�� THE � RECEIVING CMANNEL SHALL N07 BE AILOWE0. � � SILT FENCE SHOULD BE REPIACED. THEY MUST BE� REMOVED WHEN � 5. TURN � SILT � FENCE UP SLOPE AT ENDS. � � � ' � � � ` � �, � �. � �^.+�- � e . _ . � � � � � � � DEPOSITS REACH APPROX. HALF THE HEIGHT OF THE BARRIER. ANY � � '" � � s?.-�=• � �,. . � '� � � 6. WHEN PABRIC IS USED WITH WIRE MESH S� CENTERED � ' ° " � „ � • .: ° .� ^ ° ° . ° - '" �, ' "„ ° , y � y ` � " ,'" �„t°^ � - . � " " , ., � . . � �' �� ; �,,.-;'tr � 8.. NO BENDS OR CURVES � IN THE HORIZONTAL ALIGNMENT OF � ,,, . . SEDIMENT DEPOSITS �REMAINING IN PLACE AFlER THE SILT FENCE IS � � n - � �. , , d ., .. r . �� -� '� �' , / �� ���� � , � -:"`� � THE APRON WILL BE. PERMITfED. � � � POSTS MAY BE USE. f '` � � REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, � . . � � . � " `� ° ., , - � . . . , -, . � - � � ,� x � . � . _ . _ _ _ _ .3,, � ,i . . � � . . . � . . . � . , . - ., _ 0 s�" � � . . �. .. . ' � � �� s�`�' � .� 3 � � . . � � � � PREPARED AND�SEEDED. � � � � � � � �� � - � � . • . , � TEMPORARY SILT FENCE - � ° e � -_ � - " _ ° ' � ° • � r x � C _ _ �` . .+' K'/' \e� � KL + i �y r � ' _ . . . . . . . ° .. . � �'7r �.' . _ � � . . � a . � � _ - . b` � `': � � . � � � � � � � � � . �� � � ���"'�`�_'�.l� . � � . , Q j , STRUCTURE PIPE � d50 RIP RAP . � . � � � . � � � � . - ������'" \ /- . . � . , . . . . � .( i <''� . DESIGNATIDN DIAMETER STONE SIZE L � W .� T CLASS � f#: "y.� . -�.( Y S . . � i p �V . . �� tr� ie� k'�V' l 1 . . . . . . . . . . �� . , �. � .>, � � 0 . . � .. . . . , . . . , L�. � x ?, � . � PE-1 15•• - 6,� i�� � 11, 14•, 6 . '�,: � a,. � , � � � � � � 2� � . � = CHANNEL BLANKET � � �Z' ` � `r� � ` ' � � , \ t r � °.`. � ., .�_��.� � ; � �f ` . � � � � d,, r i .� '���- � � f ." � MAINTENANCE NOTES � � � � � � . � . � . . „`„ . `� � � , . .„ , „ _ . ' i,� '" ` `� ���'� PE-5 . 18" 6° . 11� 13� � � 14° B . . � � _ - .. . -, � . . � . .� ,_ ., `..y,'� . . . . . . . � . a a � � ° ° _ � � - � - � . . � . � PE-7 . 18" � 6" � 10� 12� � 14° � B � 1. STONE OUTLETS SHALL BE INSPECTED BY THE � � � Wattle shall meet the following specifications: � ° ' ` ` ' � ' ` ° ` � � � � � . � � � FINANCIALLY RESPOSIBLE PARTY OR HIS � � � � � � � . , " y ° , ` , `, ". � . , , , , ., ., _ ' , ` ' . . B � � PE-9 � 1 S° 6" 72� 14� � 14° B . DESIGNATED AGENT WITHW 24 HOURS AF�'ER � 12" FACING OF� //5 WASHED STONE � ��� � 100% Curled Wood (Excelsior) Fibers �--. .., ��� � � � � � � � � L PE-11 18" 6° 10� 72� 14° B EACH RAW� EVENT EXCEEDING 1�2" (DAILY � � � � Minimum Diameter 12 in. � � � -" � � � . � � � � � . � � . (10' MIN.) � . � .� DURWG PROLONGED RAINFA�L PERIODS AND AT � �.-�-- � u, � Minimum Density � 2.5 Ib�c.f. +�- 10% � . . � � . PE-13 18" 6" 10� 12� 14° . B ) . � � � STAKE TO BE PLACE AT - �� � PLAN � � . � LEAST WEEKLY REGARDLESS OP RAWFALL � . �, �^� '���'�-�'�"ti"````� . . . � . Net Material Synthetic . � CHANNEL � . � � r'r.�{,t, ,k� �,ry ^� r, � . � � TOE OF SLOPE, BOTH SIDES � � - DRIVE CULVERTS 15° 6° � . 8� �� 10' 14" B . . CI.EANiNG AND MAINTENANCE NEEDED SHALL BE � �R� '�;��r��`;?��"�� "n�;,>;,, � Net �Configu9rati n InTotally'Encased � � � � � T � .� � X 100 = WATTLE�SPACING �ft� . . C GRADIENT (�� Ap A p PERFORMED IMMEDIATELY. � � � ,€� y "� ` � "�'��y " ` � � . 9 �- p g WAI ILE DGIAIL � � � � � � � � � �' ""� ti�� �'� ��'-e�rrr,�5�,� " " � � Minimum� Wei ht 20 Itr. + : 10% er 10 ft. len th . . . � � � R�P � R/yf /yPII�N � . � � . 2. SEDIMENT DEPOSITS SHOULD BE REMOVED AFfER � �'� �n � `' � ` �`:?�:�- � . . . . . � � � EACH STORM EVENT AND DISPOSED OF IN AN. SILT FENCE - r -�-�, --� t ' SILT FENCE� � � � � � � � � . . � . � . � � � . � � � . � � � � � � � WASHED STONE � APPROVED LOCATION. ANY CONTAMINATEQ � . . . � � � � � � � . - � � � . � . � � � � . � � . � � . . � . . . . STONE ON THE FACE OF THE AUTLET SHALL BE � � . �. ,�,-� ,�b �°�� . . � GENERAL NOTES: . � : � I . . � . � � . � � � REMOVED AND. �REPLACED WITN �CLEAN WASHED. � � � � / � � � � � � . � STONE � � j� �° ✓ � t. SEDIMENT SHALL BE REMOVED AND iRAP RESTORED TO ITS ORIGINAL DIMENSIONS SILT FENCE \� � � � . � � . � � � � � � . � . � v� eY �, _„ � NMEN THE SEDIMENT HAS ACCUMULATED TO 1/2 lHE DESIGN DEPTH OF THE TRAR � . . . � � � . � � � .� �#,�y g,_,,` f= - � � � 2. REMOVED SE�IMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH �� � �. � . � . .� � STEEL POST n MnNNeR nini ir �n�� No7 ERO��. � STATION SIDE OF TEMPORARY PERMANENT WATTLE �. �,� ,,F ��� B c d H SPACING � � � � 3. THE STRUCTURE SHALL BE INSPECTED AFTER EACH STORM EVENT BY THE. 7° � RANGE ROAD . LINWG . � LINING � � +�, NOTE � � � � FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT AND REPAIRS�MADE AS NECESSARY. � , i � � � � � . � . � . � � .�A \ � � ,.�, A . � 70+00 - 14+00 LEFT. 0� 2 4 2 STRAW � GRASS �� 133' � � � � � 4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH � A MANNER THAT �p� �� � � 16+25 - 20+00 LEFT O� � 2 4 2 �� � STRAW GRASS � 14� � � � STRUCTURAL STONE SHALL BE. (CIASS '�B'�� � TOP VIEW � � EROSION AND�WATER POLLUTION ARE MINIMIZED. €� � � � � � �STONE FOR EROSION CONTROL PURPOSES. � � � � � � � ; � 20+00 - 24+00 LEFT 1� 2. 2 2 N.A.G. P550 OR EQUAL P550 W/ GRASS � g' . � � � � � � � 5. THE SEDIMENT TRAP SHALL BE REMOVEO AND THE AREA STABILIZED WHEN THE - � � � � DRAINAGE BASIN HAS BEEN PROPERLY STABILIZED. � � ��; 24+00 - 26t00 LEFT 1� 2 2� 2 N.A.G. P550 OR EQUAL P550 W/ GRASS . g � � SEDIMENT CONTROL STONE SHALL BE N0.5 � . � � � � � - � sroRncE � � � � � � � . OR N0.57 STONE.. � � . �� � . � . � � � � � � � � qREq I � „��','�q� � � 26+00 - 34+00 �� LEFT � 0� 2 � � .4 2 N.A.G. � C725BN� OR EQUAL GRASS � � 24� � . � � � STONE OUTLETS TO BE llSED AT ALL LOW � � � . � � � � � . � �� � ,,: + :;..s„�i � � 34+00 - 38+75 LEFT 0' 2 4 � 2 N.A.G. S758N OR EQUAL GRASS � 42' � � . � POINTS W SILT FENCE RUNS. � � � � SILT FENCE � � � � � � � . �� � � . � � . . � � . . 39+00 - 4t+50 IEFT 0' 2 4 �2 N.A.G. S758N OR EQUAL GRASS �42' � . � � � � � �� � � � � � � � � � �� � � � � � � 41+50 - 45+00 LEFT� .0' 2 4 � 2 � N.A.G. S758N OR EQUAL . GRASS 42� � . � � � � � � � SILT FENCE � � � � . � � � � � : . cnrcH / . \ � � � 45+00 - 50+00 � LEFT 0' 2 4 2 � � STRAW � � GRASS � 42' � . � . . � .. � . . . � ensiN � � � 50+00 - 54+00 LEFT�� 0' � 2 . 4 � 2 � � STRAW � GRASS 56� � � � � � � .- � _ 1'-6" MIN. �� '. . . � . � . � � � � � / . I 1 �. . - 10+00 - 14+50 � RIGHT 0�� 4 2 2 � � STRAW GRASS 133� � � � ? � � � ( �- '~ !1 ' � � � � � � � - � � � � � 74+50 - 18+50 . � RIGHT 0' 4 2 � 2 N.A.G. C125BN OR EQUAL � GRASS 14� � � � � 2 ° � F�O � � , � , � -; , , + �� � , e-„ . �� � . � � . . . . � . PLAN VIEW � � � 18+50 - 22+00 RIGHT � 0' 4 2 � 2 . N.A.G. C1258N OR EQUAL � . GRASS 14' � � . � . �. ti��� ��, ,� � .,, d , � ,' . . . . . .. . . . . � � � . "' � �- . � � � � � . � � � . � . 22+50 - 24+50 � � RIGHT 1' 2 2 2 N.A,G. P550 OR EQUAL P550 W/ GRASS� .77' � � � � � � � � � . �� � � . . � . si�i r�NCE � � . �25+00 -. 26+00 RIGHT �1'� �2 2 � � 2 . N.A.G. P550 OR EQUAL P550 W/ GRASS � g' � � SEDIMENT CONTROL STONE � STRUCTURAL S70NE � � � � � � . � � �� �. � � � . � � � �� . � � � . 26+00 - 29+75 RIGHT 0'. 4 2 2 STRAW � GRASS 24' � �,ys wnsHeo sTOrie � � 30+00 - 33+00 RIGHT 0' �.4 � 2 2 � � � STRAW GRASS 24' � . � . � � CROSS SECTION� � � � FRONT VIEW � . � . � ��' F<oW Z � Y o� �,. � 34+00 - 37+50 RIGHT 0' 4 2 � 2. �STRAW � GRASS � .42' . . � . . �r�, �^ ,��'_ ` ' � �� , _ �..-°`�ist�,, F��.:" � . 40+50 - 45+00 RIGHT 0' 4 2 2 STRAW � GRASS 42� . . . . . . . . . . ` �P� �YS � `'� �� lrt�,�� �� � � . .46+00 - 50+50 RI�HT A� 4 2 2� STRAW. � GRASS � 42' � � � � � i PILTER FABRIC SKIRT SILT FENCE STONE OUTLET � 4 ` y iN s" oF #5 sioNE 50+50 - 54+00 RIGHT 0� 4 2 2 STRAW GRASS 56' a, � � � . . � :�x p N ,��. . . . . � . � � � . . . � . � 4�w� i ., z ,�. � .. � � . . . . . . � . . g;; o t.:'.o . . . . . *' " . NOTES: � � � � � � � � � ',.��at���°�'�a�--�-� � � � 1. TEMPORARY LINING OF TEMPORARY CHANNELS SHALL BE NORTH AMERICAN GREEN � � . � � � � . � � � � � � � � � � S75 OR APPORVED EQUAL � � � � � � � � . � � � � LINING � � � . � � � . � � � � � � SECTION A-A . Z. TEMPORARY LINING OF PERMANENT CHANNELS SHALL BE NORTH AMERICAN GREEN� � � � � � � �� � � � � � �� � � � � � � � (NLET PROTECTION . � . � � SC150 OR APPROVED EQUAL � � . . . � � � . . � � . 3. .FILTER FABRIC UNDER RIP RAP CHANNELS SHALL BE MIRAFI 700X �OR APPROVED . � -r-�" � . . . . � � � � � � � � � � � � . � � EQUAL . � . . � . . . � 1 �` .. H � � . GENTLE SLOPES STEEP SLOPES CROSS SECTION GEOMETRY OF a �e� c TEMPORARY SEEDING FOR WARM AND COOL SEASON � . � 100 LBS/ACRE TALL FESCUE � � � � . � � � � � � � � � . : � DIVERSION � CHANNELS � � � . . SEEDING � � 30 LBS/ACRE SERICEA LESPEDEZA (UNSCARIFIED � � . � � � . � � � � . � � � � � � � � � � � � � . . . MIXTURE 80 �BS/ACRE OF TALL FESUE AFfER AUGUST 15) � . � � � � EARLY SUMMER SEASON . � STEEP SLOPES � � � � � � � . � � � � � . � . . � � 10 LBS/ACRE KOBE LESPEDEZA � � � � � � � � . . � � . . . � � � . � . � � FALL AUGUST 25 - OCTOBER 15 FALL AUGUST 25 - OCTOBER 15 . . � : � . � � � � � . . � . � ., ,,:__ _ � .,;,_ .�,, .,,x.,,..�. .�.�.�,...,,,,,.., - - - � � . . . � � .,. - ; �, v �� „:2.._, . .,H:� ::�-°:.:�,;:... .a. �.,� ,.: . „ . ,_�. .: _, �: ...�:, .� �: ` �;�:�: � s, ' - . . . _ . _ . . . �'.."��: "�' . .. . . , rr,__.. ._ . ..t+�rv ��'_ _...... '� . . a '�..� . . -r€� .� ..,� .;-.. .,��t y,.; .'�t�4 r�,.�3 ° .�,', s. � �°v � r':�'�-e'� �.. _�d t,r . . ,�„ .cf �S A Y 15 APRIL 15 LATE WINTER. FEBRUARY 75 APRIL 15 SEEDING . . _:- . �:# �?'��.:,� , ._w-J.�,.,.A:-+� „�.. .i,..__v�.. �5,_::_ a,,�s�_ .;�Y` 'F,.4,,.. xs . -r _._, ...:�..� . .. ��. ...- .. �- '�..,F�' .'". -�.,. �-h�..'': LATE WINTER. FEBRU R . . .,..,,;�_ �� p:�.. . sr:'�,z:rt��k.' _.. :�< �;w :���. : ��,c�. �„�; .._,,,z'_. �. . 4,;...n ..�y,. ; "y.- - �"`^'.:_ � . =,5-. . � •y�wz. 40 LBS ACRE OF GERMAN MILLET 120 LBS/ACRE RYE (GRAIN) �- . � , ,. __ -_��:�°�`u;:,-. ,� � �'�"[� �. . . . . MIXTURE � . r'h��`a..�;� .:�v��:��t�P�?�:`�;�� ....,ia,�..�.,,:.:_ �- :' �' '.r.i - � �� �'„;�-:�`�" �' �„�G�� �..; . . . ...z�- . . .�. ; t-� ,. � ..;,.J.!�,_.� �-_ , � "�'�,-'�f+. � . 4 � �� . �., ;.� �� .. ; `A . . _ . ...y. .�,�` : -� � � . � ` a�.� ..�,� ��'�,�-::�r� _!�6.�'"�r+�"i�s E..`� � �-��. �'* ...:s�,�'=i 7ii"+i� ;� . : �F' - ..:,� v"�,-tf a �•.::::-,.aa=�. . . . ._-,.. __.� f�`;... ".�''��. ,,,�'.t,,'9_!�=� .r.: .. �.0 r, p�,r_ es:...�. �._.�,a.+x.,,... . .�'K'� 80 LBS ACRE OP TALL fESUE SO LBS ACRE TALL FESUE -- -� - ,�. __ _.�...� . . . �x-�w ...�:� """y,d . ��-�_ ����� !�����""�n�. .. �a � �-��-- _ . . ..G:. �.� ?� ?.:� � SEEDING TO EXTEND SPRING SEEDING WTO JUNE, ADD TO EXTEND�SPRING SEEDING INTO JUNE, ADD 15 . . / . . . � . . . �_,,_ ,��' �a,;ti ;��a�;s_.��_�_,,.,.�., ;,� ,,.�_�.;�,-�:,;a,. __:��:�!� �"�' ������ � ��;� vr5 � �";.,.. ;-'�n a °."��' � � . DATES 75 LBS/ACRE HULLED BERMUDAGRASS LBS/ACRE HULLED BERMUDAGRASS . � .�"': ���� a-�+- :�.._. .._.,_.�. �<,....�....�:x,.�:h,.,_ �,.r '�_�,: ..C�,a_:....__ �, � � � :�;3.'�.3�2,�'�..�'���'�:����- �s��;'-ew-��?=-'��'���;.-�,-2�� � � OVERSEEDING OF KOBE� LESPEDEZA OVER OVERSEEDING OF KOBE LESPEDEZA OVER � � � . � � MAY 1 - AUGUST 15 � � � � � October 25 - December 30 � � . . : ,�i[�.�`�� ����'{���1 � � w�"i�3���IZe�. �1Q�i � �1�C�G������� ���'{$�i�s . . � . . � FALL-SEEDED TALL FESCUE IS VERY EFFECTIVE. FALL-SEEDED TALL FESCUE IS VERY EFFECTIVE. � � � � � . � . � � � � SEEDWG APPLY LIME AND FERTILIZER PER SOIL TESTS, OR APPLY LIME AND FERTILIZER PER SOIL TESTS, OR SEEDING REFERTILIZE IF GROVJTH IS NOT FULLY ADEQUATE BETWEEN DECEMBER 30 - FEBRUARY 15, ADD Q P�1#Ci���` i�i�C�'S, �?�'a`�5, C��'�#�S �I3[� a�o-i�kG'3 � Ci��%� RI£iiN� � � AMENDMENTS 4000 LBS/ACRE LIMESTONE AND 1000 LBS/ACRE 4000 LBS/ACRE LIMESTONE AND 1000�LBS/ACRE . � DATES �.. � � � .50 LBS/ACRE OF ANNUAL KOBE LESPEDEZA. . � . . � 10-10-10 FERTILIZER. 10-70-70 FERTILIZER. APPLY 4000 LBS/ACRE STRAW OR APPLY 4000 LBS/ACRE STRAW OR �1��# C��EI� ��G'i ��{�� �O�'iE."5 � t��`§�S �CPCI� EQUIVALENT HYDROSEEDWG. EQUIVALENT HYDROSEEDING. NOTE 1 �$ +'�',.r�tJ��S a13�* '��' t�" �� i� �ii��i ��t'� Cit)� GROUND COVER: PROTECTNE COVER MUST BE ESTABLISHED ON ALL DISTURBED AREAS WITHIN 21 SEEDWG APPLY LIME AND FERTILIZER PER SOIL TESTS, OR APPLY LIME AND FERTILIZER PER SOIL TESTS, OR SI��r �R£`��?G�" �l� �:'� �T �c'i�/S ��� ��f1�i1 �:�, '�� i� ���"t �Iiit�+Y�. CALENDAR DAYS AFTER LAND DISTURBING ACTIVIiY IS COMPLETED OR HAS TEMPOR4RILY AMENDMENTS 2000 LBS/ACRE LIMESTONE AND 750 LBS/ACRE 2000 LBS/ACRE LIMESTONE AND 750 LBS/ACRE � � CEASED. 10-10-10 FERTILIZER. 10-10-10 FERTILIZER. N orE 2 �, �� �.� �ar �atko�r 94 day� 7 d�y� €a� ;�p� gre��� �n 5C�` � I�#�. GRADED �SLOPES AND FILLS: PROTECTIVE COVER MUST BE ESTABLISHED ON ALL GRADED� SLOPES AND FILLS WITHW . . . � �. . � � � � � � . " ' � � - � � � � 21 CALENDAR DAYS AFTER A PHASE OF GRADING IS COMPLETED .OR HAS TEMPORARILY � � � . � . � � . � � � � � � . � � �� � � � . . � � � � � � ��,SEO. SEEDING SCHEDULE (SEASONAL) �.�., Ali €rfh+� �r�� �� �I��s fi��-#�i�n 4;� �4 day� �d�n�, �xc� �r {�ri��� ar� �#C��i �c���. SEEDING SCHEDULE oF M O O R F� TOWN OF MOORESVILLE �Q► �C�����_�TtO �'j NORTH CAROLINA ■ . � . ����1U11!/!!/�� � E����3esse5�tabserg6g$ . � . . . .. . . . . . . O �i'7� �. � ��� . . . . � . ■WS P� S E L L S .. �AR ,, �� ����� g��4 � ,� : �.��: . . . ot ��, �0` � ,� � ° ��:.•FESSip•!9� q���s�;���.s�`g�" ti,���� Town of Mooresville, North Carolina `.��� CORNELIUSRD AZZEPARD % _ � �r . a� � � Q Pian Approval ror RoadWaY, o�a��age, water & seWer (� �) EROSION & SEDIMENT CONTROL 3 882� � ` � \ l Transportation & Infrastructure • �, = �s � � ;�F y ��.: �; . . ;� �� g9 �p� � EROSION CONTROL DETAILS . . �/f�� , �INE •�f��\�� �'�+p�� i y��q��f�"�� � . .. . Directar of �Engineering. . Date � � � . . . � . �• . . 128 Overhill Drive Suite 105 • Mooresville, NC 28117 '%, ��'F�� ;"siP��` �m>&���a�=¢��� g��i��m4}e° oo� ra r a``� �� S. BAILEY J, CARTER 10-22-12 (T) 704.662.01A0 �(F) 704.662.0101 �,� 3 p$dL8 �;�, &��°e�.+� Rf s v� �.ti�' P�PA�DBY APPROVEDBY DA� . . . I�.� � + . Fire� Department . . Date 2 JC 1220.13 PER NCDOT: COMMENTS � . . . . �. www.wspsells.com License Number: F-�89� ROADWAYENGINF,ER HYDRAULICSENGINEER NOTTOSCALE i SB 2.�3.13 PER NCDOT COMMENTS 11-2ot4 3oi-i2-ot ER�SI�NC�NTROL SHEET OF � . . . . . , Pianning Department Date NO. BY DATE REVISION � � � WSP-SEI,I.S JOB NO. MOORESVII.L,E PROJ. NO. .� DETAII.S C' 11 32