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HomeMy WebLinkAbout20060469 Ver 2_Complete File_20060710I \NA ""fit I; ? t ? ?Fs.J Q R t 2006 ? f• Michael F. Easley, Governor CO ?, , S C ; William G. Ross Jr., Secretary t-- North Carolina Department of Environment and Natural Resources Ty Alan W. Klimek, P.E. Director Division of Water Quality September 14, 2006 DWQ Project # 06-0469 Ver. 2 Haywood County Mr. Tim Plowman Waynesville Parks and Recreation Department 550 Vance Street Waynesville, NC 28786 Subject Property: Richland Creek Greenway Stabiliza tion David Heitz Property 'Approval of 401 Water Quality Certification with Additional Conditions Dear Mr. Plowman: You have our approval, in accordance with the attached conditions and those listed below, to place fill within or otherwise impact 10 linear feet of stream for the purpose of greenway stabilization at the subject property, as described within your application received by the N.C. Division of Water Quality (DWQ) on July 10, 2006 and additional information received August 25, 2006. After reviewing your application, we have decided that the impacts are covered by General Water Quality Certification Number(s) 3494 (GC3494). The Certification(s) allows you to use Nationwide Permit(s) 36 when issued by the US Army Corps of Engineers (USACE). In addition, you should obtain or otherwise comply with any other required federal, state' or local permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control, Non-discharge, and stormwater regulations. Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon expiration of the 404 or CAMA Permit. This approval is for the purpose, but not the design, that you described in your application. If you change your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached certification and any additional conditions listed below. 401 Wetlands Certification Unit 1650 Mail Service Center, Ralegh, North Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733-1786 / FAX 919-733-6893 / Internet: http://h2o.enr.state. nc. us/ncvretlands NorrthCarolina JVatura!!y An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper Richland Creek Greenway Stabilization Page 2 of 5 September 14, 2006 The Additional Conditions of the Certification are: 1. Impacts Approved The following impacts are hereby approved as long as all of the other specific and general conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including incidental impacts: Amount Plan Location or Reference Approved (Units) a Stream and Bank 10 (square feet) Richland Creek 2. Erosion & Sediment Control Practices Erosion and sediment control practices must be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices in order to protect surface waters standards: a. The erosion and sediment control measures for the project must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual. b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the project. c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Surface Mining Manual. d. The reclamation measures and implementation must comply with the reclamation in accordance with the requirements of the Sedimentation Pollution Control Act. Richland Creek Greenway Stabilization Page 3 of 5 September 14, 2006 3. No Waste, Spoil, Solids, or Fill of Any Kind No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Pre-Construction Notification. All construction activities, including the design, installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be performed so that no violations of state water quality standards, statutes, or rules occur. 4. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and the natural grade restored within six months of the date that the Division of Land Resources has released the project. 5. Certificate of Completion Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return the attached certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699- 1650. 6. Sediment and erosion control measures must be implemented prior to construction and maintained on the sites to minimize sediment in downstream areas. Seeding for a temporary cover of wheat, millet, or similar annual grain or permanent herbaceous cover should occur on all bare soil within five (15) days of ground disturbing activities to provide long-term erosion control. Erosion control matting should be used in conjunction with appropriate seeding on disturbed soils in steep slope and riparian areas. Matting should be secured in place with staples, stakes, or, wherever possible, live stakes of native trees. Straw mulch and tall fescue should not be used in riparian areas. 7. Under no circumstances should river rock, sand or other materials be dredged from the stream channel under authorization of this permit except, if necessary, in the immediate vicinity of the canoe access area. Streambed materials are unstable in flowing-water situations and are unsuitable for bank stabilization. In- stream dredging has catastrophic effects on aquatic life and disturbance of the natural form of the stream channel can cause downstream erosion problems. The natural dimension, pattern, and profile of the stream upstream and downstream of the permitted area should not be modified by widening the stream channel or changing its depth. 8. Stabilization measures should only be applied on or near new disturbed sites, leaving other stable stream bank areas in a natural condition. Grading and backfilling should be minimized and tree and shrub growth should be retained where possible to ensure Richland Creek Greenway Stabilization Page 4 of 5 September 14, 2006 Icng-term availability of stream bank cover for aquatic life and wildlife. Backfill materials should be obtained from upland sites except in cases where excess streambed materials are available. Berms shall not be constructed because they block the floodplain, constrict and accelerate flood flows, and often fail and sometimes impede drainage during large flood events. 9. Repairs to graded banks should be conducted in a dry work area where possible. Sandbags or other clean diversion structures should be used where possible to minimize activities in flowing water. 10. Heavy equipment should be operated from the bank whenever possible. All maintained regularly to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids or other toxic materials. Equipment used in stream channels must be clean, new or low hour equipment. 11. Diffuse Flow All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at non-erosive velocities through the protected riparian zones such that it will not re-concentrate before discharging into a stream. 12. Protective Fencing The outside buffer, wetland or water boundary and along the construction corridor within these boundaries approved.under this authorization shall be clearly marked with orange warning fencing (or similar high visibility material) for the areas that have been approved to infringe within the buffer, wetland or water prior to any land disturbing activity. 13. Deed Notifications Deed restrictions or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters and protective woody riparian zones in order to assure compliance for future wetland, water and buffer impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or buffers approved for impact under this Certification Approval and Authorization Certificate. Richland Creek Greenway Stabilization Page 5 of 5 September 14, 2006 14. Turbidity Standard The turbidity standard of 50 NTUs (Nephelometric Turbidity Units) shall not be exceeded as described in 15 A NCAC 26..0200. Appropriate sediment and erosion control practices must be used to meet this standard. Upstream and downstream continuous, recording, turbidity monitoring shall be installed and calibrated prior to beginning work. Should the standard referenced above be exceeded, all work shall cease, the Asheville Regional Office of the Division of Water Quality, Surface Water Protection Section notified, and more stringent Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties.. The authorization to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon expiration of the 404 or CAMA Permit. If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699- 6714. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone Mr. Kevin Barnett in the DWQ Asheville Regional Office at 828-296-4657. Si e , r' Ian W. Klimek, P.E., Director Division of Water Quality Enclosures: GC 3494 Certificate of Completion cc: USACE Asheville Regulatory Field Office DWQ Asheville Regional Office DLR, Asheville Regional Office David McHenry, Wildlife Resources Commission 401/Wetlands Unit File Copy Central Files Filename: 06-0469.Ver2.Richland CreekGreenwayStabilization Approval Triage Check List Date: 7/17/06 Project Name: TOWaynesville Richland Crk Grnwy Stabil DWQ #:06-0469, Ver. 2 County: Haywood To: Kevin Barnett, Asheville Regional Office 60-day Processing Time: 7/10/06 to 9/08/06 9 J z J1 ya From: Cyndi Karoly Telephone: (919) 733-9721 The file attached is being forwarded to you for your evaluation. Please call if you need assistance. ? Stream length impacted ? Stream determination Wetland determination and distance to blue-line surface waters on USFW topo maps ? Minimization/avoidance issues ? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman) ? Pond fill Mitigation Ratios ? Ditching ? Are the stream and or wetland mitigation sites available and viable? ? Check drawings for accuracy Is the application consistent with pre-application meetings? ? Cumulative impact concern Comments: As per our discussion regarding revision of the triage and delegation processes, please review the attached file. Note that you are the first reviewer, so this file will need to be reviewed for administrative as well as technical details. If you elect to place this project on hold, please ask the applicant to provide your requested information to both the Central Office in Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim procedure as we slowly transition to electronic applications. Please apprise me of any complications you encounter, whether related to workload, processing times, or lack of a "second reviewer" as the triage process in Central had previously provided. Also, if you think of ways to improve this process, especially so that we can plan for the electronic applications, let me know. Thanks! 'A., 1 i !Y. Office Use Only: Form Version March 05 USACE Action ID No. DWQ No. \"3, DIP - D4 la ,TC -_-- - SAL aaiy pal uL-utai ucu1 .,N HUL appucaoie to tors project, please enter "Not Applicable" or "N/A".) I: Processing rr ;. 0 ' J 1. Check all of the approval(s) requested for this project: ® Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ ® 401 Water Quality Certification ? Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: 36 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: ? 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Are Environmental Concern (see the top of page 2 for further details), check " o, p II. Applicant Information JUL 1 0 2006 1. Owner/Applicant Information UENK - VVATER UUt%Li T Y Name: Tim Plowman 'YET MDS At2(7 STOR%N TER BRANCH Mailing Address: 550 Vance Street Waynesville, NC 28786 Telephone Number: 828-456-2034 Fax Number: E-mail Address:_ Tim Plowman fwrcpro amsna charter net] 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Company Affiliation: Mailing Address: Telephone Number: Fax Number: E-mail Address: Updated 11/1/2005 Page 1 of 10 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Richland Creek Greenway/Stabilization 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): 1210 ; 4657 ; 6131 4. Location: County: Haywood Nearest Town: Waynesville Subdivision name (include phase/lot number):N/A Directions to site (include road numbers/names, landmarks, etc.): Located behind Whitewater of Waynesville and Industrial Park of Waynesville, NC. 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) Decimal Degrees (6 digits minimum): A. Wet Weather Conveyance Crossing - 35*30.60'N ; 85*58.12'W B. Wet Weather Conveyance Crossing - 35*30.58'N ; 85*58.1 VW 6. Property size (acres): .57 acres (Trail 2500 LF x 10) 7. Name of nearest receiving body of water: Richland Creek / Raccoon Creek 8. River Basin: French Broad River (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at httn://h2o.enr.state.nc.us/admin/mgps/.) Updated 11/1/2005 Page 2 of 10 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: Located adjacent to disturbed flood plain - gravel parking area. Local disturbance to area with riparian zone. Bank height approx. 2'-5 vertical - moderate erosion - riparian buffer 5' with mature trees (sycamores). Crosses under Hwy. 19/23 and continues through flood plain to Lake Junaluska Embayment. NCDOT approval for access under highway for trail and relocation/repair of control access fence. 10. Describe the overall project in detail, including the type of equipment to be used: Project entails construction of greenway along Raccoon and Richland Creek in flood plain. Project will begin at Lake Junaluska Assembly existing trail along Highway 19 East to existing trail on Industrial Drive. All actions listed for permit within the 25' riparian buffer and located in floodplain. No actual action will directly affect a perennial stream (instream construction) but possible indirect effects. Construction of one gabion wall (- 132') within riparian buffer constructed to help stabilize trail and bank. Construction of two culvert crossings of intermittent wet weather conveyances from Hwy 23/19 which directly feed into Richland Creek. Other projects outside of riparian buffer and flood plain include: Parking area at Junaluska end, gabion wall (66'), rip rap behind industrial park business's. Equipment used will include dozeribob cat for trail grade/construction, track hoe for gabion, rip rap and crossings, dump truck for materials and supplies (rock, crusher run, etc.). All construction done in the dry - no equipment will be in the streams. 11. Explain the purpose of the proposed work: Purpose of greenway is to provide a multi- functional recreation to the county and to ensure protection to 2500' of riparian to Raccoon and Richland Creeks, enhance water quality and improve quality of life to the area. Recreation aspects include hiking, fishing, biking, canoeing/white water and additional access to creek for other activities. Riparian protection will include the repair and enhancement to current riparian zone which does not meet minimum 25' requirement by NCWRC. Water Quality improvements include stabilization of highly erodable banks to reduce sediment load to Raccoon and Richland Creeks. Stabilization includes native vegetation, rip rap and gabion baskets. Also opportunity for educational functions to teach community about water quality and importance of clean water. This section of Greenway will connect the Lake Junaluska Trail with the segment of greenway from the Waynesville Recreation Center to Industrial Park. This will complete a greenway approximately 5 miles long with future hopes to connect the communities of Canton and Clyde. Greenway will be ADA (handicap) accessible. IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, Updated 11/1/2005 Page 3 of 10 certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. Project approved by the Tennessee Valley Authority after an extensive heritage review for terrestrial and aquatic species of concern along with a review for cultural resources (Native Americans, homesteads, etc.) which may occur in project area. Also a review for wetlands in project area was conducted with no sensitive areas to be affected (wetlands, bogs, etc.). Approved TVA permit is attached with application. Previous project in area for canoe/raft launch was approved earlier in the year by USACE (200630757), WQC (3494), DWQ (06-0469) and TVA (171539) and comments from the NCWRC. Project was completed April 29, 2006. Technical assistance available from District SWCD. V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. VI. Future plans include additional bank stabilization at the confluence of Raccoon and Richland Creek along with additional spots along the Greenway to Richland Creek. Also, plans to construct a fishing pier along trail towards embayment of Lake Junaluska. Both shown on map. VII. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Provide a written description of the proposed impacts: Impacts may include temporary disturbance to stream with sediment for sloping of banks for gabion, rip rap and wet weather conveyance crossing. Also with construction of greenway - Updated 11/1/2005 Page 4 of 10 proper BMP's will be used during construction. Please see Erosion Control Plan. Completion of project will reduce sediment load to stream and provide riparian enhancement. 2. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flnnding Wetland Impact Site Number (indicate on map) Type of Impact Type of Wetland (e.g., forested, marsh , herbaceous, bog, etc.) Located within 100-year Floodplain es/no Distance to Nearest Stream (linear feet) Area of Impact (acres) None Total Wetland Impact (acres) 3. List the total acreage (estimated) of all existing wetlands on the property: 0 4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. To calculate acreage. multinlv length X width then diving by Al r%AO Stream Impact Number indicate on ma Stream Name Type of Impact Perennial or Intermittent? Average Stream Width Before Impact Impact Length linear feet) Area of Impact (acres) 1 Unnamed Culvert Crossing intermittent 2' 5 .00001 2 Unnamed Culvert Crossing intermittent 2' 5 .00001 Total Stream Impact (by length and acreage) 10 .0002 5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredl?ine. flooding. drainage- hulkhearic_ etc Open Water Impact Name of Waterbody Type of Waterbody Area of Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact indicate on ma ocean, etc. acres 3 Richland Gabion Lake .01 Updated 11/1/2005 Page 5 of 10 Total Open Water Impact (acres) .01 6. List the cumulative impact to all Waters of the U.S. resulting from the rniect- Stream Impact (acres): .0002 Wetland Impact (acres): 0.0 Open Water Impact (acres): .01 Total Impact to Waters of the U.S. (acres) .0102 Total Stream Impact (linear feet): 142 7. Isolated Waters Do any isolated waters exist on the property? ? Yes ® No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. 8. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Current land use in the vicinity of the pond: Size of watershed draining to pond: Expected pond surface area: VIII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. IX. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to Updated 11/1/2005 Page 6 of 10 freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice. of Issuance and Modification of Nationwide Permits, published in the Federal Register on January 15, 2002, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://h2o.enr.state.ne.us/ncwetlands/strmgide.html. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. N/A 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://h2o.enr.state.ne.us/wrp/index.htm. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the following information: Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): Updated 11/1/2005 Page 7 of 10 X. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes ® No ? 2. If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ? No 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No ? XI. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. 1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify V Yes ? No 2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multinliers. * Impact Required Zone F -, Multiplier 1 I 13 (2 for Catawba) I 2 1.5 Total I I * Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the Riparian Buffer Restoration Fund). . Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0244, or.0260. Updated 11/1/2005 Page 8 of 10 XII. Stormwater (required by DWQ) Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. Gravel parking area (semi pervious) exist in project area and totals - 150 x 50 (.17) acres is less than 20% of project. Parking lot dimensions will drop with trail and increased riparian zone. Remaining lot flows into floodplain which is non-maintained for filtration. XIII. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. N/A XIV. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No Is this an after-the-fact permit application? Yes ? No XV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes ? No If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: XVI. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). Updated 11/1/2005 Page 9 of 10 Running behind schedule for the partners due to engineering plans and easements required for the greenway. Will commence construction of greenway upon receipt of all required permits from agencies. Applicant/Agent's Signature l/ / ]fate (Agent's signature is valid only if an authorization letter from the applicant is provided.) Updated 11/1/2005 Page 10 of tO 4a, ?. 1. ? ?? Richland Creek Greenway '18 W ?```? . ??_ `. 4 S4i "Si Yql `'-_,?? ?' 1?A? ? i .? ?T-.=:1``f jrr '?,? ,• ! j^ ! i ? t r 6• ' f t , {? '!7 r 1•' f ? + s" t <1 ?' '1r'..,~ `M?r,? ??. `. I ' ` t ? .ti < ?XLs: ••. 4? ?' 1? i O,r -i?3 t, ? f .',?-.r <.?} ~ t? 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",.-.....-??f=4 J E IgirA rt-?f f' • • 1j r r S -` r7 J • ) nft ?{)+??y?? ..ffi ? s-eiL''j f?'?rlY.. ?, y???7 r ?!jyr? tll??`t ??• J tF4-` Kr w ?•a j + '*?,+`?a •@"r? ??.. iF?'' t ?;a1?S'? ??? ?`-? . ! 17 5 L`-•^..? }. ?•r "S• ?t°J ? ?a 75y' ?r `KKKKr777.?•{"??,,?c ,?a,+.• y ?" r ? ?? JI h 4%?TMff „?, •f9 yM tS r,'X:? ;?.Cf .. , 4 h ? ? ? r Y '?'?????r?` • }I i ." i?; to y '.,.. ?` . ,? j `j?•.,'j ?-¢*•- ,r 1. > r ??? /7 ?~ J?? . ! 4 1•.?• ~ IT -`.54111ar ?, r' • _ s? Aa r?t? '?}: y„'•-• ?,• r J .? --t-t r ! _ _ k r ? b ?, ?s i? •. &1?+??? ....r_ j: .t` ?'f '..?; 't+.g ..?, Pr i i ?"- rF ?.r :.?,.. ?,r-.?:• 0 5,500 11,000 Feet TENNESSEE VALLEY AUTHORITY Section 26a Approval / Denial Applicant Name Reservoir N/A Tim Plowman Tract No. N/A Map No. River/Stream Mile Richland Creek 4.0 RLR No. 173827 Subdivision N/A Lot No(s). Category N/A ? 1 ? 2 03 This application has been reviewed. The blocks checked below indicate the status of your request. ® The facilities and/or activities listed below are APPROVED subject to the general and special conditions attached. 1. Culvert crossing 12 x 2 2. Culvert crossina 12 x 2 3. Gabion Wall 150 x 10 4. Gabion Wall 66 x 10 5. Rio Rap 150 x 8 6. 7. 8. ? The facilities and/or activities listed below are DENIED. 1. 2. ? This permit SUPERSEDES the following previous TVA approval(s). permit issued for permit issued for permit issued for permit issued for TVA Representative Chris Cooper Approval Date 3 July 2006 ® Requires review by U.S. Army Corps of Engineers (USAGE). Plans have been forwarded to the USACE. No construction shall commence until you have written approval or verification that no permit is required. ? ARAP (For Tennessee locations, a copy of the permit has been sent to the Tennessee Department of Environment and Conservation). 183 SW NA 17224 [2-1999] RLR No. 173827 GENERAL AND STANDARD CONDITIONS Section 26a and Land Use General Conditions 1. You agree to make every reasonable effort to construct and operate the facility authorized herein in a manner so as to minimize any adverse impact on water quality, aquatic life, wildlife, vegetation, and natural environmental values. 2. This permit may be revoked by TVA by written notice if: a) the structure is not completed in accordance with approved plans; b) if in TVA's judgment the structure is not maintained as provided herein; c) the structure is abandoned; d) the structure or work must be altered to meet the requirements of future reservoir management operations of the United States or TVA, or: e) TVA finds that the structure has an adverse effect upon navigation, flood control, or public lands or reservations. 3. If this permit for this structure is revoked, you agree to remove the structure, at your expense, upon written notice from TVA. In the event you do not remove the structure within 30 days of written notice to do so, TVA shall have the right to remove or cause to have removed, the structure or any part thereof. You agree to reimburse TVA for all costs incurred in connection with removal. 4. In issuing this Approval of Plans, TVA makes no representations that the structures or work authorized or property used temporarily or permanently in connection therewith will not be subject to damage due to future operations undertaken by the United States and/or TVA for the conservation or improvement of navigation, for the control of floods, or for other purposes, or due to fluctuations in elevations of the water surface of the river or reservoir, and no claim or right to compensation shall accrue from any such damage. By the acceptance of this approval, applicant covenants and agrees to make no claim against TVA or the United States by reason of any such damage, and to indemnify and save harmless TVA and the United States from any and all claims by other persons arising out of any such damage. 5. In issuing this Approval of Plans, TVA assumes no liability and undertakes no obligation or duty (in tort, contract, strict liability or otherwise) to the applicant or to any third party for any damages to property (real or personal) or personal injuries (including death) arising out of or in any way connected with applicant's construction, operation, or maintenance of the facility which is the subject of this Approval of Plans. 6. This approval shall not be construed to be a substitute for the requirements of any federal, state, or local statute, regulation, ordinance, or code, including, but not limited to, applicable electrical building codes, now in effect or hereafter enacted. 7. The facility will not be altered, or modified, unless TVA's written approval has been obtained prior to commencing work. 8. You agree to notify TVA of any transfer of ownership of the approved structure to a third party. Third party is required to make application to TVA for permitting of the structure in their name. 9. You agree to stabilize all disturbed areas within 30 days of completion of the work authorized. All land-disturbing activities shall be conducted in accordance with Best Management Practices as defined by Section 208 of the Clean Water Act to control erosion and sedimentation to prevent adverse water quality and related aquatic impacts. Such practices shall be consistent with sound engineering and construction principles; applicable federal, state, and local statutes, regulations, or ordinances; and proven techniques for controlling erosion and sedimentation, including any required conditions. 10. You agree not to use or permit the use of the premises, facilities, or structures for any purposes that will result in draining or dumping into the reservoir of any refuse, sewage, or other material in violation of applicable standards or requirements relating to pollution control of any kind now in effect or hereinafter established. 11. The facility will be maintained in a good state of repair and in good, safe, and substantial condition. If the facility is damaged, destroyed, or removed from the reservoir or stream for any reason, or deteriorates beyond safe and serviceable use, it cannot be repaired or replaced without the prior written approval of TVA. 12. You agree that if any historical or prehistoric archaeological material (such as arrowheads, broken pottery, bone or similar items) is encountered during construction of this facility you will immediately contact this office and temporarily suspend work at that location until authorized by this office to proceed. 13. The Native American Graves Protection and Repatriation Act and the Archaeological Resources Protection Act apply to archaeological resources located on the premises. If LESSEE {or licensee or grantee (for easement) or applicant (for 26a permit on federal land)) discovers human remains, funerary objects, sacred objects, objects of cultural patrimony, or any other archaeological resources on or under the premises, LESSEE {or licensee, grantee, or applicant) shall immediately stop activity in the area of the discovery, make a reasonable effort to protect the items, and notify TVA by telephone (phone ). Work may not be resumed in the area of the discovery until approved by TVA. TVA 17416 [5-2005] Page 1 of 4 RLR No. 173827 14. On TVA land, unless otherwise stated on this permit, vegetation removal is prohibited. 15. You agree to securely anchor all floating facilities to prevent them from floating free during major floods. 16. You are responsible for accurately locating your facility, and this authorization is valid and effective only if our facility as shown on your application or as otherwise approved by TVA in this permit. The facility must be located n land owned r leased by you, or on TVA land at a location approved by TVA. 17. It is understood that you own adequate property rights at this location. If at any time it is determined that you do not own sufficient property rights, or that you have only partial ownership rights in the land at this location, this permit may be revoked if TVA receives an objection to your water use facility from any owner or partial owner of the property rights at this location. Standard Conditions: (items that pertain to your request have been checked.) 1. Structures and Facilities a) ? TVA number has been assigned to your facility. When construction is complete, this number shall be placed on a readily visible part of the outside of the facility in the numbers not less than three inches high. b) ? The 100-year flood elevation at this site is estimated to be -feet mean sea level. As a minimum, your fixed facility should be designed to prevent damage to stored boats by forcing them against roof during a 100-year flood event. c) ? You agree that the float will be temporarily connected (i.e., by slip pin/ropes) and not permanently attached to nonnavigable houseboat. d) ? You agree that this shall have no side enclosures except wire mesh or similar screening. e) ? Buildings or other enclosed structures containing sleeping or living accommodations, including toilets and related facilities, or that have enclosed floor area in excess of 32 square feet, are prohibited. 0 ? Ski jumps will not be left unattended for extended periods of time. All facilities will be tied to the shoreline or to a boathouse or pier fronting your property at the completion of each day's activities. g) . ? For all electrical services permitted, a disconnect must be located at or above the -foot during flooding. contour that is accessible h) ? You should contact your local government official(s) to ensure that this facility complies with all applicable local floodplain regulations. 1) ? The entire closed-loop coil heating and air conditioning system and its support apparatus must be either placed below elevation (to provide a five-foot clearance for water craft at minimum pool elevations of _) or located underneath a TVA approved water-use facility or other TVA approved structure. The supply and return lines must be buried as they cross the reservoir drawdown zone in areas of water depth less than five feet (minimum pool). The liquid contents of the closed-loop heating and air conditioning system must be propylene glycol or water, and the applicant or authorized agent must provide TVA with written verification of this fact. j) ? You agree that only those facilities which have been approved by TVA prior to construction will be placed within the harbor limits and that permanent mooring buoys, boat slips, or other harbor facilities will not be placed outside the harbor limits. k) ? You agree that all storage, piping, and dispensing of liquid fuel shall comply with applicable requirements of the Flammable and Combustible Liquids" section of the National Fire Codes and any additional requirements of federal, state, and local laws and regulations. 1) ? You agree that the facility hereby approved will be used for and for no other purpose unless approved in writing from TVA. M) ® You agree that if the construction project covered by this permit is not initiated within (18) months after the date of issuance, this permit will then automatically expire and you must submit a new 26a permit application for TVA approval with the applicable fee. TVA 17416 [5-2005] Page 2 of 4 j 2. Ownership Rights RLR No. 173827 a) ? No fill will be placed higher than elevation maximum shoreline contour (msc), and every precaution will be taken not to disturb or alter the existing location of the -foot contour elevation through either excavation or placement of fill. b) ? You are advised that TVA retains the right to flood this area and that TVA will not be liable for damages resulting from . flooding. c) ? You shall notify TVA of any sale or transfer of land, which would affect the landward limits of harbor area, as far in advance of such sale or transfer as possible. d) ? This approval of plans is only a determination that these harbor limits will not have any unacceptable effect on TVA programs or other interests for which TVA has responsibility. Such approval does not profess or intend to give the applicant exclusive control over the use of navigable waters involved. e) ? You recognize and understand that this authorization conveys no property rights, grants no exclusive license, and in no way restricts the general public's privilege of using shoreland owned by or subject to public access rights owned by TVA. It is also subject to any existing rights of third parties. Nothing contained in this approval shall be construed to detract or deviate from the rights of the United States and TVA held over this land under the Grant of Flowage Easement. This Approval of Plans does not give any property rights in real estate or material and does not authorize any injury to private property or invasion of private or public rights. It merely constitutes a finding that the facility, if constructed at the location specified in the plans submitted and in accordance with said plans, would not at this time constitute an obstruction unduly affecting navigation, flood control, or public lands or reservations. 3. Shoreline Modification and Stabilization a) ? For purposes of shoreline bank stabilization, all portions will be constructed or placed, on average, no more than two feet from the existing shoreline at normal summer pool elevation. b) ? You agree that spoil material will be disposed of and contained on land lying and being above the -foot contour. Every precaution will be made to prevent the reentry of the spoil material into the reservoir. c) ? Bank, shoreline, and floodplain stabilization will be permanently maintained in order to prevent erosion, protect water quality, and preserve aquatic habitat. d) ? You agree to reimburse TVA $ , which is the current value of the acre feet of power storage volume displaced by fill into the reservoir. 4. Water Intake a) ? If the reservoir falls below the elevation of the intake, the applicant will be responsible for finding another source of raw water. b) '0 You must install and maintain a standard regulatory hazard buoy at the end of the intake to warn boaters of the underwater obstruction. The word "intake" should be added to the buoy and be attached using a five-foot cable. C) ? The screen openings on the intake strainer must be 1/8-inch (maximum), to minimize the entrapment of small fish. d) ? This approval does not constitute approval of the adequacy or safety of applicant's water system. TVA does not warrant that the water withdrawn and used by applicant is safe for drinking or any other purpose, and applicant is solely responsible for ensuring that all water is properly treated before using. 5. Bridges and Culverts a) ® You agree to design/construct any instream piers in such a manner as to discourage river scouring or sediment deposition. b) ® Applicant agrees to construct culvert in phases, employing adequate streambank protection measures, such that the diverted streamflow is handled without creating streambank or streambed erosion/sedimentation and without preventing fish passage. c) ? Concrete box culverts and pipe culverts (and their extensions) must create/maintain velocities and flow patterns which offer refuge for fish and other aquatic life, and allow passage of indigenous fish species, under all flow conditions. Culvert floor slabs and pipe bottoms must be buried below streambed elevation, and filled with naturally occurring streambed materials. If geologic conditions do not allow burying the floor, it must be otherwise designed to allow passage of indigenous fish species under all flow conditions. TVA 17416 [5-20051 Page 3 of 4 RLR No. 173827 d) ? All natural stream values (including equivalent energy dissipation, elevations, and velocities; riparian vegetation; riffle/pool sequencing; habitat suitable for fish and other aquatic life) must be provided at all stream modification sites. This must be accomplished using a combination of rock and bioengineering, an riprap from bank to bank. d is not accomplished using solid, homogeneous e) El You agree to remove demolition and construction by-products from the site--for recycling if practicable, or proper disposal--outside of the 100-year floodplain. Appropriate BMPs will be used during the removal of any abandoned roadway or structures. 6. Best Management Practices a) ® You agree that removal of vegetation will be minimized, particularly any woody vegetation providing shorel ine/stream bank stabilization. b) ® You agree to installation of cofferdams and/or silt control structures between construction areas and surface waters prior to any soil-disturbing construction activity, and clarification of all water that accumulates behind these devices to meet state water quality criteria at the stream mile where activity occurs before it is returned to the unaffected portion of the stream. Cofferdams must be used wherever construction activity is at or below water elevation. c) ? A floating silt screen extending from the surface to the bottom is to be in place during excavation or dredging to prevent sedimentation in surrounding areas. It is to be left in place until disturbed sediments are visibly settled. d) ® You agree to keep equipment out of the reservoir or stream and off reservoir or stream banks, to the extent practicable (i.e., performing work "in the dry"). e) ® You agree to avoid contact of wet concrete with the stream or reservoir, and avoid disposing of concrete washings, or other substances or materials, in those waters. ® You agree to use erosion control structures around any material stockpile areas. g) ® You agree to apply clean/shaken riprap or shot rock (where needed at water/bank interface) over a water permeable/soil impermeable fabric or geotextile and in such a manner as to avoid stream sedimentation or disturbance, or that any rock used for cover and stabilization shall be large enough to prevent washout and provide good aquatic habitat. h) ® You agree to remove, redistribute, and stabilize (with vegetation) all sediment which accumulates behind cofferdams or silt control structures. I) ® You agree to use vegetation (versus dprap) wherever practicable and sustainable to stabilize streambanks, shorelines, and adjacent areas. These areas will be stabilized as soon as practicable, using either an appropriate seed mixture that includes an annual (quick cover) as well as one or two perennial legumes and one or two perennial grasses, or sod. In winter or summer, this will require initial planting of a quick cover annual only, to be followed by subsequent establishment of the perennials. Seed and soil will be protected as appropriate with erosion control netting and/or mulch and provided adequate moisture. Streambank and shoreline areas will also be permanently stabilized with native woody plants, to include trees wherever practicable and sustainable (this vegetative prescription may be altered if dictated by geologic conditions or landowner requirements). You also agree to install or perform additional erosion control structures/techniques deemed necessary by TVA. Additional Conditions TVA 17416 [5-2005] Page 4 of 4 JOINT APPLICATION FORM OMB Exp. No. Date 3316-0060 2006 Department of the ArmyNVA' The Department of the Army (DA) permit program is authorized by Section 10 of the Rivers and Harbors Act of 1899 and Section 404 of the Clean Water Act (P.L. 95-217). These laws require permits authorizing structures and work in or affecting navigable waters of the United States and the discharge of dredged or fill material-into waters of the United States. Section 26a of the Tennessee Valley Authority Act, as amended, prohibits the construction, operation, or maintenance of any structure affecting navigation, flood control, or public lands or reservations across, along, or in the Tennessee River or any of its tributaries until plans for such construction, operation, and maintenance have been submitted to and approved by the Tennessee Valley Authority (TVA). Name and Address of Applicant: Name, Address, and Title of Authorized Agent: V6v; -e- la wa,,? s,,, I I N_ a s?? G Telephone Number: Home C3a3? VS"6 -,R03Sl - Telephone Number: Home F;t7&- Office Office Vz 3- .5-6 S- 213 $ Location where activity exists or will occur (include Stream Name and Mile, if known): C7? - lC?Q sera • ? r- .. ? ? ?wt?I C>?? -?. „? S coo ' y b 3 5 t,/ Application submitted to ? DA ? TVA Date activity is proposed to commence: 3 ? o?ouG Date activity is proposed to be completed: oajj ?s ao?C Describe in detail the proposed activity, its purpose and intended use (private, public, commercial, or other). Describe structures to be erected including those placed on fills, piles, or floating platforms. Also describe the type, composition, and quantity of materials to be discharged or placed in the water; the means of conveyance; and the source of discharge or fill material. Please attach additional sheets if needed. 510.. Z-k a,? ! Uo6?. ?...rti :. ?C71?3' 1 } f 1 ri Application is hereby made for approval of the activities described herein. I certify that I am familiar with the information contained in this application, and that to the best of my knowledge and belief such information is true, complete, and accurate. I further certify that I possess the authority to undertake the proposed activities. I agree that, if this application is approved by TVA, I will comply with the attached terms and conditions and any special conditions that may be imposed by TVA at the time of approval. Please note the U.S. Army Corps of Engineers may impose additional conditions or restrictions. ZZ Date Signature of Applicant 18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of The United States knowingly and willfully falsifies, conceals, or covers up by any trick, scheme, or device a material fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or fraudulent statement or entry, shall be fined not more than $10,000 or imprisoned not more than five years, or both. The appropriate DA fee will be assessed when a permit is issued. Names, addresses, and telephone numbers of adjoining property owners, lessees, etc., whose properties also join the waterway: Received SPATIAL CONIPH f?- 1ct-C)6 INITIALS de-e- I TVA 17423 [3-2006) Page 1 of 2 u __ MM, 'R8 enawp xx ?e +wa 900Z'6Z 3Nn1 ? ?M (°!°l irl VNIIOWJ F111lON '311N53NAVM !0 NMOl Ott-°R (Rq S31ON IV83N30 (INV .. R N bleb 'aii'?yi ON3031 'SNOUVI A3?JeeV a ' £ 103f0Nd AYMN33UD lZ - V31 d ? S gz Z U ? ? 5? p O F o X'" ° yt??5 Z qys a o? yid pq ° a g r r: J G3 U O H ?i ?<??? IN8, N`y$ ]C87 00 O R" RJ U K ° °'°W Z .911 rCx0 N I m N 3a c: u'l p o w?^ ZZ 22 o - rzL 88 333333u W? Q J % ?% Z H H EJ up 4?Z Z°u? t+V Z®® J F ggZ SS ?+ Z ° ® I N Z z w a x u$ W zGi ?uu° o YN, w s m s $ a U o9W-4gx? G 5 a u-ow ?WHu W AW. asa eln .;axm ri0, ?k?W 5 Z W ? ing Peg 191 1 ? k1' 1 RH 0 <o W. o i ZN ao ?o a III ?? ®11?11! lllllll? t1t ?? ? " ¢ III !I 1 I II ol? Simi 9aoa? :?°s S©?•?-. v o o a ®oo 0® ff I? O I I ?I } 0 aaaax N I I. "'" II a ? ?d' be ao®„ I? LL I I l y? 4> ? of I s m° e l l I: I z t `? I °°"??a?° 8? it wl III W II ?l?' I oa W i o®® ° i I ldvEi]p©®°°©?B®I o ®0000000 xo®0 rll\? IIII? IiIII iIIIIIiI/ ? ??? ? II ?II 111111 t-? Y? s ° Big €W Wit & GSf 34a?°Wt G GG In g,i1?s 1 s&s?GG`??aa?.???zl<s Y NVIS Y 4 G ? ?ffi ? I? - gi`h LINE TABLE LINE LENGTH BEARING LI 83.23 $6T4'36' L2 9.59 N82'46'54'E L3 104.77 S77'18'32'E L4 38.57 S81'05'1 6'E L5 29.60 N71' 3'41'E L6 54.49 N88'01'19' L7 55.72 N69'26'23' LB 61.78 S89-38'47'E L9 63.96 N89'J5'57'E LIO 65,99 N88' 4'59'E 30 LF CONC. SIDEWALK CONNECT FLUSH TO EXISTING ROAD MATCH WIDTH OF EXIST. SIDEWALK J PROPOSED CONTROLLED ACCESS FENCE 4? no +4 20 FT FROM E.O.P. PROPOSED NCDOT STO. 866.03 s; STOP SEE NOTE W/0 4 PT. BARBED WIRE s SIGN \ 2 \ I 1 \ \?4B0 \ 20. -0 II CP #I- TYPE 1 TRAIL CONSTRUCTION UNLESS OTHERWISE SHOWN 24' ?' ? SIGN ? I ? Y?.zsnslll U OPEN THROAT 18' CMP CATCH BASIN NCDOT STD. 840.04 TOP - 2572.80 INV. IN - 2571.51 INV. OUT - 2571.31 CURVE TABLE CURVE RADIUS LENGTH CHRD BRG CHRD DIST C1 100.00 48.53 S133,18*5 1' 48.06 C2 100.00 34.75 N T15'4 "W 34.57 C3 100.00 48.03 N 'D9'1 47.57 C4 100.00 2902 79'4 'W 28.92 CONC. JCT. BOx NCDOT STO. 840.31 SET MANHOLE COVER AND FRAME FLUSH W/PROPOSED GRADE O 2485.7 +/- TOP - 2585.70 INV. IN - 2576.10 INV. OUT - 2571.20 18' CMP PROPC u II O SEE NOTE 2 L0 :ONTROLLED ACCESS FENCE BEHIND GUARD RAIL :DOT STD. 866.03 r' 4 PT. BARBED WIRE Q 1- (n e d' W USi?I9 (EAST- ROU LZANE) CUT/FILL I'll 11.1. 1-11 L END EXISTING \ ?? : •::::• FER. TTP. 10_ '- -' I `' ll ACCESS ROAD =.....5 . . `. _ ... ?-? --.: 25 ADJUST MH COVER 70 25 LF 18' CUP EXTEND ACCESS RICH LAND CREEK E FLUSH W/ ClE ROAD TO TRAIL GRADE PROPOSED PARKING TOP OF CREEK BANK TYP. AREA CLEARING LIMITS, 20 LF 18' CUP (TYP•) INV. OUT - 2568.00 W/ RIP-RAP OUTLET PROTECTION - SEE DETAIL ITES: CONSTRUCTION ACCESS SHALL BE LIMITED TO THE ACCESS ROAD AND PROPOSED PARKING AREA SHOWN ON THIS SHEET. NO OTHER :CESS IS AVAILABLE OF US 19. THE CONTRACTOR SHALL FOLLOW ALL OTHER CONDITIONS OF THE ENCROACHMENT WITH NCDOT AS NCATED IN THE SPECIAL PROVISIONS LISTED IN THE CONTRACT DOCUMENTS. PRESERVE ALL NCDOT MONUMENTS FROM BEING DISTURBED OR DAMAGED WITH THIS CONSTRUCTION, EXCEPT AS NOTED BELOW: STA 11+10 - TEMPORARILY REMOVE THE CONCRETE RIGHT-OF-WAY MONUMENT THAT UES IN THE CENTER OF THE TRAIL. AND RESET AFTER TRAIL CONSTRUCTION IS COMPLETE USE SURVEYING METHODS TO RESET THE MONUMENT AT THE ORIGINAL LOCATION. INSTALL THE MONUMENT WITH THE TOP FLUSH WITH THE FINISH GRADE. STA 17+24 - PRESERVE THE TRAVERSE MONUMENT RIGHT OF THE TRAIL COMPLETE THE TRAIL CONSTRUCTION WITH HAND-WORK AS NECESSARY TO KEEP FROM DISTURBING THIS MONUMENT. THE CONTRACTOR SHALL CONTROL ALL CONSTRUCTION TRAFFIC ENTERING AND EXITING THE CONSTRUCTION SITE AND KEEP THE PAVED :CESS ROAD CLEAN OF ALL MUD AND DEBRIS THAT MAY GET TRACKED FROM THE CONSTRUCTION SITE. UTILIZE THE PROPOSED PARKING :EA AS THE CONSTRUCTION STAGING AREA LINING THE AREA WITH COBBLES AND COURSE GRAVEL SUITABLE TO CAPTURE MUD FROM THE '.OJECT SITE. EROSION CONTROL DEVICES ARE SHOWN AND ARE THE MINIMIM ACCEPTABLE CONTROL DEVICES THAT ARE EXPECTED TO BE INSTALLED IO MAINTAINED BY THE CONTRACTOR. IF CONDITIONS WARRANT THE NEED TO ALTER THE NUMBER AND LOCATION OF THE DEVICES THE INTRACTOR SHALL ADJUST THE DEVICE INSTALLATION TO SUIT HIS CONSTRUCTION ZONE. HOWEVER, CARE SHALL BE EXERCISED BY THE XNTRACTOR TO KEEP ALL SEDIMENT CONFINED TO THE LIMITS OF CONSTRUCTION. THE DISTURBED LIMITS FOR THIS PROJECT ARE INTERPRETED TO BE THE TEMPORARY SILT FENCE LINE ALONG RICHLAND AND RACOON :EEK. THE CONTROLLED ACCESS FENCE ALONG US 19 AND 5-FEET BEYOND THE CUT/FILL LINE WHEREVER A FENCE LINE IS NOT SHOWN. RICHLAND CREEK IS A TROUT STREAM AND MUST NOT BE IMPACTED BY THIS CONSTRUCTION. ALLOWABLE ENCROACHMENTS INTO THE -FOOT BUFFER ARE SHOWN. NO OTHER ENCROACHMENTS INTO THE BUFFER ZONE ARE ALLOWED (THE DUFFER ZONE MUST REMAIN 'DISTURBED) UNLESS THE CONTRACTOR SECURES THE PERMIT FROM THE TVA, US ARMY CORPS OF ENGINEERS AND NCDENR WATER QUALITY v1SION. \.7 II --7 70 ABANDONED ROADWAY ABUTMENT \ 15 LF 18 CMP GABION RETAINING WALL - 132 v INV. OUT 2571.00 PER TYPICAL CONSTRUCTION DETAILS J 8'L° S?.IBV? LAKE JUNALUSKA ASSEMBLY INC. OB 34 PACE 476 PIN: 8616-67-6131 CONSTRUCTION LAYOUT SCHEDULE POINT NORTHING EASTING ELEVATION DESCRIPTION C1 666847.37 817932.01 2573.03 START OF PATH C2 66679108 817984.69 2565.50 N/W CORNER, PARKING AREA C3 666804.39 818073.97 2568.00 N/E CORNER, PARKING AREA C4 666095.06 819069.71 2568.90 CONTINUE TRAIL O STA. 26+74 BY-6 667075.56 817767.43 2572.31 NCDOT CONTROL BY-5 667236.32 817631.28 2571.82 NCDOT CONTROL TP4 666874.12 817962.17 TRAVERSE POINT /4 b1 $ gF T O Lr) Z h a Q O 2 n W u '3?: O r`1 •- J o I Q = V) N/ C Numoec 2580 3 IC PROPOSED CONTROLLED ACCESS FENCE 18' CMp 0 5 FT. BEHIND GUARD RAIL I4000T STD. 866.03 i, W/0 4 PT. BARBED WIRE n Fail _ US 19 (EAST0B0k1?C tANE) CONNECT TO EXISTING CONTROLLED ACCESS FENCE _ I _ I•I iio ? \ ? NGDOI R'lW Z /? y r\ \ \\ \? , _ \ \ l \ \ \ \ \ CUT AND REMOVE 75 LF OF \ \\ \ \ ©\ EXISTING CONTROLLED ACCESS FENCE \ \ \ • 1 I 1 TJ n , CL ST \` GAB101! RETNN`ING WALL \ \ \ \ d \ / 6 LF PER I 014, DETETN LS \ \ 1 C0 t WRU N \ I I LAKE JUNALUCKPA ASSEMBLY INC. 00~ \ DB 34 PAGE 476 PIN: 8616-67-6131 T' \ \ \ \ \ \ CUE/FILL ? $ \ . `\ \ LINE 7YP. I \ 36 31.02 1? \ \ \ \ p IC- \PI S \ . \ \` 82 V ' \\ 1• '\ •? \ \ STA 21400 - BEGIN 'O? - TYPE 2 TRAIL CONSTRUCTION LINE TABLE LINE LENGTH BEARING LII 108.20 N 6' 7'1 ' L12 21.30 $02'13'31"E L13 47.19 S24'39'1 1' U4 199.12 S24'39'1 I * CURVE TABLE CURVE RADIUS LENGTH CHRD 13 G CHRD DIST CS 100.00 158.51 114TJB"07'W 142.43 C6 100._0 72.75 523' 4b2'E 71.16 C7 10_.00 33.61 N34165 'W 33.45 C8 50.00 13.60 Nl6'S';1 ' 13.56 C9 50.00 27.19 24'3 1 14 26.86 C10 50.00 13.60 N3T' 6'371V 13.56 C11 30.00 33.76 NOT '0 ' 32.01 \„C`,P\• J\ \\ 25 LF 24' LAKE JUNALUSKA ASSEMBLY INC. \\ •? CARP CULVERT D8 34 PAGE 476 • o BRIDGE PIN: 8616-67-6131 \,\ \`• \v ABUTMENT, TYP.. \?Q ti PROPOSED CONTROLLED 1 . 1 \ •• \ I ?4. ACCESS LF FENCE 01 \ 35 3S' 3p. low hl $g° S 8.12 V? / ?'? pJ DITCH 'A' ?.v •W/ CLASS 8 / \\ ;ell RIP RAP SEE DETAIL 1 /' 11 3r?° 30.58 t1 ' NOTES: Q\2 S8 • 11 1. THERE IS A LOW OVERHEAD CLEARANCE BENEATH THE US 23/74 BRIDGES. THE CONTRACTOR SHALL v 25 LF 15' EXPECT TO COMPLETE THE WORK BENEATH THE BRIDGES USING SKID STEER OR OTHER SIMILAR LOW PROFILE CMP CULVERT'S EOUIPMENL THE CONTRACTOR SHALL ALSO ADHERE TO ALL CONDITIONS OF THE ENCROACHMENT WITH NCDOT AS LISTED IN THE SPECIAL PRONSIONS OF THE CONTRACT DOCUMENTS. 2. THE TRAIL BENEATH THE BRIDGE SHALL MAINTAIN NOT LESS THAN AN 8-FOOT CLEARANCE BETWEEN THE EXISTING GRAVEL FINISHED PATH AND THE BOTTOM OF THE BRIDGE BEAMS. THE PREFERRED CLEARANCE IS 9 FT., OR GREATER. PARKING AREA THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF THE CLEARANCE AT ANY POINT BENEATH THE BRIDGE BEAM IS LESS THAN 8 FEET. 3. ALL RIP-RAP FOR PIPE OUTLET PROTECTION AND DITCH LINING IS CLASS I, UNLESS OTHERWSE SHOWN. STEPHEN B. KIDD / D 511 PAGE 549 PIN: : 8616-96-2443 \(( ??\\\ 25 LF 48* CULVERT / ! STEPHEN B. KIDD D 511 PAGE PIN: : 8616-96-3342 ACE 5 9 I ??. \II ?kp0 I' SSP'1 r7N? l? I? STEPHEN a / OB 511 PACE 549 ?A n4 ko0 ` \/ / ?' \ PIN: 8616-96-3342 S r- `-.l e 40' WIDE (PRIVATE) Q/ f -.J 1 11 11 RIGHT OF WAY / SN?? ' 1111 1 I \,1 ?, G?\\.\N? •L 4. d o 1111 /? I 1 `? PVG I I1 %k 51611 \ STEPHEN B. K / JJy / \ 1 s I 11,111'111 DAVID I. HEITZ and if., D8 1 e 11 I KATHLEEN C. KING \ 8 2 5-42U \ I e s 1 1 \;11? \ DB 592 PAGE 2319 \ PIN: 8 FACE 5 552 s \ 1 \\ \ PIN: 8616-96-1210 \ / \ \ / ` \\\\\\ \\\\ Y5 LF 6159 \k / / s,a \? \\\\\ \ CUP CULVER?, EXISTING PARKING AREA \ ss `? \ \\\ \\ / \ \\V// / / / t. \ \ It CP 14 F 4 ? / \Q+ \?; \ 1\\ \\ M. CHRISTINA KROOT, Trustee of \ '1 \ \\ The M. Christina Kroot / vble Living Trust \ t \?\ `\\ Re oca \?\ \ \ \\\ ry\ DB 545 PAGE 2202 / 1 )\ © \\\\\ PIN: 8616-96-3007 1 \\\ \\? / . / C? \\\\\\ STA 28450 -ENO \ \\\\\ \ \ TYPE 2 TRAIL CONSTRUCTION / PyQ 8 RESUME TYPE 1 iRal O\ \\ \\\\\ \ CONSTRUCTION `\\\\\t\ STA. 284 jF CAROLINA POWER @ LIGHT CO. 1 LINE /IYP. I f ,]I\\\\\`\ 24 LF 36' \ DS 487 PACES 491-495 ^ \ \\ CUP CULVERT PIN; 8616-95-4657 /CAROUNA POWER k LIGHT CO. Se" S•CNM \ \ / 08 487 PAGES 493-495 PIN: 86I6-95-4857 \ 5 i RIP -RAG P Q Q NT4 E.I= E ORARY CONSTRUCTION 1 LINE TABLE k)BANK)STABIUZATI EN RANGE LINE LENGTH BEARING \ ss V\\.?\?./ j \4' \ LIS 0.72 539'49'151V 20' CE L16 58.76 S46'07'25'E u\ 07 155.58 524'49'42 \ t 'o /f/ q Cl G NOTES: LIB 12.72 N66'17'28'E z +y1? PRESERVE SHRUBS AT ENO OF EXISTING TRAIL TEMPORARILY REMOVE !\ \ 7j.. , SHRUBS AS NEEDED TO COMPLETE CONSTRUCTION. WRAP ROOT BALL IN \1 :\ / BURLAP AND KEEP MOIST UNTIL REPL;.NTED. CURVE TABLE ?/ • 2, MAINTAIN A TEMPORARY CONSTRUCTION ENTRANCE ON THE EXISTING CURVE RADIUS LENGTH CHRD BRC CHRD D15T \ ?. '? ''aF\ ,©sw GRAVEL DRIVE OFF OF UNDUSTRIAL DRIVE. CONTAIN MUD AND SILT ON THE CONSTRUCTION ENTRANCE AND PROMPTLY CLEAN ALL DEBRIS FROM C12 50.00 18.25 29'21'S5'W 18.15 r Cf., -? ROADWAYS WHEN TRACKED OFFSITE. C13 100.00 37.17 N35'28'3 41Y 36.95 \ \ \ 1 NOTE 3 C14 50.00 77.56 569'16'O7'E 70.02 s 3. INSTALL A FENCE BARRICADE ACROSS THE EXISTING GRAVEL PATH. 1/ « LOCATE AS DIRECTED BY OWNER. 7 4. PROPERTY INFORMATION AND RIGHT-OF-WAY INFORMATION OBTAINED FROM PLAT OF SURVEY BY RANDY HERRON PLS. L-3202 DATED NOV. 16, 1998 RECORDED IN PLAT CABINET C. SLOT 2468. ro? Z M ? r N U rc Q O Z (L ~ 0 W > 09 K Q > u : Lc) 3 N S 04 4 J C N «usa S<N , «?v?vs 2580 a«. 5 Richland Creek Greenway 183SW 77 .: '?I_+?_j?? 't` , / ??? -'?"?ti.? ?: ,? ? L n { 1 ? a , ..fit • „;?? • r ?? ? i ,,' 1 _?, %10 `,Q,? „ ? ,_r ?ti f y 1 t,1.' lit 1 c ` "• i ??.$ • - ..?... ; .. '''??? z-?c 1 \ , ' ? d •'l\i?`?•?,?®• -tom 1 ..'i Pw? ? ; • a 'i ?.^ i , 1( ) ?•? I i f ,? ,r?a • ? ,. ? } L ? ?i 11.''x. 1?°?• rr4: ._ 1 { 'r'/.7 s?,• •? ? ?,•a , -?_ •I "? _ '.i = 4'?r ?l'•ri ; ?; 1. S-?C:? -mil • Lt.? E `;rs% ; ?•`•_, ??-`? c 'l `. 1. .? ). t ' / • r ?„ , 5 • ? . •??y ??? ??; ?±.r. yt,,, ? ? . _--.a?y?-'c r?t11:?%?• r I• l?i. ' V •• .? ?) ?? • //?'..??__ ,? a _ Chalrat A!?' i ti y. r Ah' t J a ( • i ?/ •ti.?• '% 8hi A t44 ' c tCe e`.:, Youth ming u n a i u s k a 256 3unaiusk ' ., pool RIM C4 ?7'- l0ey z r &? ,r ?+ LAKES,y ELEN 2562 25841e• -r. RF ?. fl a , •'h 8r P cvE'. f F` 1 J S [4_?l + ill } . r- -?J - ? j • 1 ? s ?.. 5. Gabion Wall at Reservoir Embayment'-100 ' `' ?? Stormwater Conveyance Crossing ;.• ? t?, < r` ? it i ?? '? , r ;• 1 2. Storlnwater Conveyance Crossing •~ ? ul.Churh...' Golf 5 i F "o ?'_;': `,t , i ?•" 11r; cast's : '? ' ? ?' ? • ? ""04.x.,,_ -• a? ?',• ( Fairs .• 3l?'?r ` Y .i"j A h 4 ` 1 Permitted Cannoe Access NA, USACE, DEN -41 3. Stabilization gabions - 66' ?''? ?' , , _ _ , 1f_ _ t - ; . •_ ? ?'= ti? sS d ? ? , .?• 1 ? ?. ry ? . - , J`?1J is .' • ? ` .-- .: •? t. • 1 ?;, (1 ?• 1'li``'c- .ItY'A. .?d,Fi. 38 • p? ?- f .. ty ti "+." r • -5 ?lital (_.)'r N.,,y +:' .4M zr?c+cv?f? .?? ? ?_? i ? ;.,?? • ?? _ ?' 4. Stabilization Project Raccoon / Richland Confluenece • 200' v'LQl ? ` `_ ,,•. t .. 1 J ?? , L ??r?,. ? 1 1? y /' ? ?. ! :.? ? ' ? f1r 1 _-_ ??{ ; ([. it ' . nt L.."J' r. •? / . ..? _ "! ? ? q?l'r?. 'a r 1 • r' I _ t ?• ? ,, , ?? _ f f ? K.?r-,,? ! a ? `• ,/ -` .'s: , Aat i, SS..... 1 ?'i • ? •; ?11 1 A \? 3 ?_ ? ?yl S•??.`' s r ,tµ1 ? .:_. ! /'?`/ h • , ms's, t • i•,+Q a ? ,,,. ? ?• , a 1 '-'C'?. ' . i 1 j ?,4l ? _.a'S•?• ?•?i '.-,. ^I 8. ?'.!t _ ?..?i? ?zr ' ??J"?} ?` -,{j??I .rJ . ? f f t.M• _" ~"`?''?Cf•+?._•oa,?;?. flllrt? ?l"TE11?M70: :?`.0. • ? ? ' ,•. J .. f"?- r r 7{p `? t i' ?„s? _ • ? i 1 `' „rti' f _ r`?_` If/?_ y t `` ? ? 1 ?'1}• . 6 a { `? ftAKic,',l r' •? R r- •.s, + . ?.' j U / ?' )?- ! (s t `ter ?• M1, _ ? + .?.? ,? 4r a' ?''rs: '' 1 /•?l '\ •tY t rx!?.` TYnzsrojglt? - i 1 li , i } i •l y -j?.?[^' -I?r •,.?tlurch?'? G ? ? ?r • ' r •. ? _J t?? •- i } ! 1 ? t l `'-,J ? '''`ice ? ? • ??rr ' " I ?- . ? r 1 v '?r.• ? yr I`? ??' ` ???"' ` ie a' ' ??'11 ? ' '+, , `, ?. , :? /... ? • ' 'f l - t. I , 1"•?4J.a,??• -_ i ? ? r >ti`?>: }} :"A,,?,i?,-'?r!''+' • •? : ?n? Yi Y r?.'" ? , `. ? •r?-?_ z c? _ ??• ?,ti ?7'. ?S. ?{e? ???i?il ir?i's'"'"'Y-'i1„? i?`?'•?,?vY `?,?'.'yG.4y • 2n;?t?,?r' 4'? .. Ivs >??t ? ._:`; ., .. TcN?'^ ?`Y^1 ?'':,"? 0 5,000 10,000 Feet AS ANCHOR ITOLT EXP EXPANSION PP P W STANDARD LEGEND ABIJI ABANDON OR ABANDONED FM EXTTERIOR POT O ER POLE POUR ON TANGENT EXISTING PROPOSED DESCRIPTION ABUT ABUTMENT FR FRAME PRC POINT OF REVERSE CURVE AY ABOVE FD FLOOR DRAIN PRV PRESSURE REDUCING VALVE BURRING MOTH PORCH OR STOOP ACT ACOUSTICAL FDN FOUNDATION PSI POUNDS PER SQUARE INCH -I - - - FOUNDATION ONLY ADD ADDITIONAL FES DON FLARED PT PONT OF RI - - - - - • - • - • - . - FIBER OPTIC LINES ADJ AFF ADJACENT FF FINISH FLOOR P VC POLYVINYL CHHLO RIDE ? -35? ig0P -_.35-? CONTOUR, CONTOUR WITH ELEVATION AGGR ABOVE FINISH FLOOR A R FFE FINISHED FLOOR ELEVATION PI POINT OF VERTICAL INTERSECTION ,AOti 20.0 E OR '`20 D OR SPOT ELEVATION GG EGATE FH FIRE HYDRANT PVMT PAVEMENT X X1025 ALUM ALUMINUM FIG FIGURE PVT PRIVATE :?- CONCRETE CURB ALT ALTERNATE FN FINISH R RADIUS, RISER CONCRETE CURB & GUTTER ANC ANCHOR FIXT FUTURE RAS RETURN ACTIVATED SLUDGE CONCRETE WAN OR SLAB APPROX APPROXIMATE FL FLOOR RR RAIL ROAD PAVENENT ARCH ARV ARCHITECTURAL AIR RELEASE VALVE FLEX FLEXIBLE RCP REINFORCED CONCRETE PIPE - - - - - - - - UNPAVED OR GRAVEL ROAD FLG FLANGE RD ROAD ? DRAIN - - AWWA AVG AMERICAN WATER WORKS ASSOCIATION AVERAGE FT FOOT ? , RE TA Q OR @ 0 OR ® TREE LINE TREE OR SHRUB FTG FOOTING RE CPT CEPT ACLE BIT BITUMINOUS FUf FURORE RECT RECTANGULAR _-`-- .,. -'-*-- ?? - .FENCE BJ BElLJOIM GA. GALLON RBNF REINFORCE REINFORCEMENT ? ...? CENTERLINE CREEK SWAlE OR DITCH BL BASE LINE CALV GALVANIZED REF , REFERENCE PROPERLY LINE BEG BEGIN OR BEGINNING GAR GARAGE REL RELOCATED -'-? - - - @- CENTERLINE BASELINE BLDG BUILDING GND GROUND REDD REQUIRED - " - - - UNITS OF WORK BLDG BLOCKING CR GRAVEL REV . REVISION or FLAG POLE BM BENCH MARK, BEAM COVE GOVERNMENT RTE ROUTE m DISH SATEI-LITE OTT OTTOM PM ALLONS PER MINUTE T IGHT 0 BE NCHMA BENCHMA RK BOY BLOW OFF VALVE GRTG GRATING R/W RIGHT OF WAY 0 0 FIELD SURVEY TRAVERSE POINT BP BRG BYPASS BEARING GV GATE VALVE S SANITARY SEWER, SOUTH, SWITCH ® 0 e C O P PC O R PT GEOLOGIC BORE HOLE CW CRAY WATER SAN BSUT BASEMENT H HOT SCH SCHEDULE ULE - SD- - R -SO --1 STORM DRAIN AND ENDWALL BV BUTTERFLY VALVE HS HOSE 8188 SD STORM DRAIN -S-- S----- SANITARY SEWER C CHANNEL, COLD HK HOOK SECT SECTION - FM-- -FM- FORCE MAN - PROFILE C/C, C TO C CENTER TO CENTER HM HOLLOW METAL SER SERVICE FM-- -.- - - -FM- - FORCE MAN - PLAN CAB CAP CABINET CAPACITY NOR, HORIZ HORIZONTAL SH SHEET -G-- G- GAS MAN OR SERVICE LINE CF CUBIC FEET HP HPT HORSE POWER HIGH POINT SIITC SHEETING -W W- WATER MAIN OR SERVICE LINE DG CHARGE OF GRADE HYD HYDRANT SIM SIMILAR -E-- E- ELECTRICAL LINE C & G. OC&G CURB AND GUTTER , CONCRETE D INSIDE DIAMETER SPEC SPECIFICATION - -LI - - - - LIE- - UNDERGROUND ELECTRICAL LINE CI CAST IRON N INCH SP SIGNAL POLE PIPE FTmNG CIRC CIRCULAR INSUL INSULATION SQ SQUARE S CKT CIRCUIT INV INVERT SS STAINLESS STEEL FIRE HYDRANT CL CENTER LINE IP IRON PIN ST STREET - ® OR r- -e-OR +?-- GATE VALVE CLR CLEAR . JT JOINT STA STATION 0 VPI a WATER VALVE COAST CONSTRUCTION JB JUNCTION BOX STD STANDARD 0 CV A GAS VALVE CDR CORNER L LENGTH, LONG STL STEEL • ARV SEWER/WATER AIR RELEASE VALVE CUP CORRUGATED METAL PIPE LF LINEAL FOOT STRUCT STRUCTURAL 6 130V BLOW OFF VALVE CMU CONCRETE MASONRY UNITS LG LONG STY STORY SEWER CHECK CND CONDUCT LP LIGHT POLE SUR SURVEY DAM CO CLEAN OUT LR LONG RADIUS SURF SURFACE C • CO SEWER LINE PLUG COMB COMBINATION LT LEFT S/W SIDEWALK - - o- _• - CLEWOUT CONC CONCRETE LTG LIGHTING SYMM SYMMETRICAL ---C?'- -?-- - MANHOLE CONN CONNECT, CONNECTION MACH MACHINERY T TREAD, TOP 1? J]= ? e CROP INLET (CURB AND CRATING TYPES) COM CONTINUOUS, CONTROL MAS MASONRY T & B TOP AND BOTTOM ? J3 CONTR CONTRACTOR MAR MATERIAL TDC TURNED DOWN CURB JUNCTION BOX CP COORDINATE POINT MAX MAXIMUM TELE TELEPHONE GMo M c VIM p {Q CU - GAS METIER. WM -WATER METER CR STONE CRUSHED STONE MB MAILBOX TEMP TEMPORARY DMB MAIL BOX CSW CONCRETE SIDEWALK MECH MECHANICAL THK THICK - T -- - T- 'TELEPHONE LINE CTR CENTER MFR MANUFACTURER TP TELEPHONE POLE - -UT- - - - UT- - UNDERGROUND TELEPHONE LINE CULV CULVERT MH MANHOLE, MOUNTING HEIGHT TRTD TREATED --+ - TELEPHONE POLE CY CUBIC YARD MIN MINIMUM- TS TOP OF SLAB G-- ---? - POWER POLE D DEPTH OR DEGREE OF CURVE MISC MISCELLANEOUS TV TELENSION WETLANDS LIMITS DEPT DEPARTMENT AM MECHANICAL JOINT TW TOP OF WALL - - - - - • - FLOOOWAY-FLOODPIAIN DF DRINKING FOUNTAIN MO MASONRY OPENING TAP TYPICAL • LIGHT POLE U DROP INLET, DUCTILE IRON MON MONUMENT UG UNDERGROUND < < GUY WIRE DIA DIAMETER LTD MOUNTED UON UNLESS OTHERWISE NOTED r1q TELEPHONE DIM DIMENSION WC MOUNTING U.&C.&G.S. UNITED STATES COAST AND 0 ?i TELEPHONE PEDESTAL DISC DISCONNECT MTL METAL GEODETIC SURVEY ELECTRICAL PEDESTAL DMH DROP MANHOLE MV MUD VALVE USGS UNTIED STATES GEOLOGICAL © © CABLE PEDESTAL DN DOWN N & C NAIL AND CAP SURVEY s SO SIGN DR DRIVE NIC NOT IN CONTRACT V. VAL VALVE ?TV ?TV BURIED TELEPHONE VAULT DS DOWN SPOUT NO NUMBER VAP BAR VAPOR BARRIER ?w ?VV WATER VALVE VAULT DTL DETAIL NTS NOT TO SCALE VC VERTICAL CURVE ?O FENCE POST DW,D/W DRIVEWAY OC ON CENTERS VERT VERTICAL LP TANK OWL DWELLING 00 OUTSIDE DIAMETER VOL VOLUME m ? TELEPHONE/ELECTRICAL PULL BOX DWG DRAWING OPER OPERATOR MOOT VIRGINIA DEPARTMENT s ? SIGNAL CONTROL BOX E EAST OPNG OPENING OF TRANSPORTATION _ - 1 1 1 1 I-A-+ ?-10r GUARDRAIL EA EACH OPP OPPOSITE V.S.D. VERTICAL SIGHT DISTANCE 1- - RAI LROAD E.B.L. EASTBOUND LANE P8 PAPER BOX W.B.L. WEST BOUND LANE „ „ ABANDON OR REMOVE EF EACH FACE PC POINT OF CURVE W WIDE FIANCE, WIDE - -- -? PAYED DITCH EJ EXPANSION JOINT PCC POINT OF COMPOUND W/ WITH ? DRIVEWAY CULVERT El. C ELEVATION PER PERIMETER WD WOOD ELE ELECTRICAL PERF PERFORATED WH WELL HOUSE OR SPRING HOUSE OR OR CULVERT WITH FLARED END SECT. ENGR ENGINEER PERP PERPENDICULAR WL WATER LINE ® \ ENTR ENTRANCE PI POINT OF INTERSECTION W/O WITHOUT RIGHT OF WAY MONUMENT EOL END OF LINE PN POST INDICATOR VALVE WS WATER SURFACE ? PS MONUMENT PLANTED STONE EP EDGE OF PAVEMENT PL PLATE, PROPERTY LINE WT WATERTIGHT; WEIGHT 0 Al ANGLE IRON EQ EQUAL PLYWD PLYWOOD WVDH WEST VIRGINIA DEPARTMENT 0 E AXLE EQPT EQUIPMENT POL PORT ON LINE OF HIGHWAYS 0 PKO 0 IRO 0 PK EW EACH WAY, ENDWALL WWF WELDED WIRE FABRIC 0 IPO O 0 IRON ROD IRON PIPE EXIST EXISTING A HUB AND TACK, NL, CONTROL, R W/CAP X CP #101 X CP 1101 COORDINATE POINT 0 WELL WATER WELL ® SEWER SEPTIC TANK 0 RRS 0 RAILROAD SPIKE EC1 C IP EROSION AND SEDIMENT CONTROL SYMBOLS EROSION CONTROL STONE 6 CIP O O O RR SF C+L•S] STRAW BALE BARRIER STORM DRAIN ® INLET PROTECTION ® TREE PROTECTION ® CULVERT INLET PROTECTION 1110 01111-- DIVERSION 01111- 99- 10- 11 TEMPORARY SEDIMENT TRAP TEMPORARY GRAVEL CONSTRUCTION ENTRANCE RIPRAP -X-X-- SILT FENCE MATERIALS SYMBOLS METAL INSULATION (RIGID) BRICK WOOD BLOCKING CONCRETE MASONRY FIoNISHED D WOOD C!//// /I „ e, E , CONCRETE GRAVEL OR STONE palm CROUT OR FINISHED EARTH CONCRETE PAVEMENT GENERAL NOTES, 1, THE LOCATION OF EXISTING UTILITIES IN THE PROJECT AREA, INCLUDING UNDERGROUND UTILITIES, IS INDICATED ON THE DRAWINGS INSOFAR AS THEIR EXISTENCE AND LOCATION WERE KNOWN AT THE TIME OF PREPARATION OF THE DRAWINGS. HOWEVER, NOTHING IN THESE CONTRACT DOCUMENTS SHALL BE CONSTRUED AS A GUARANTEE THAT SUCH UTILITIES ARE IN THE LOCATION INDICATED OR THAT THEY ACTUALLY EXIST. THE CONTRACTOR SHALI. MACE ALL NECESSARY INVESTIGATIONS TO DETERMINE THE EXISTENCE FOR ANY DAMAGE TO AND FOR MAINTENANCE AND PROTECTION OF EXISTING UTILITIES AND STRUCTURES.- 2. MATTERN & CRAIG COMPLETED THE DESIGN SURVEY FOR THIS PROJECT IN APRIL 2006. THIS MAPPING IS ONLY VALID FOR THIS DESIGN. THE SURVEY WORK WAS TIED TO NCOOT CONTROL USED IN THE NEARBY BRIDGE REPLACEMENT PROJECT OVER RICHLAND CREEK. 3. A BOUND BOOKLET OF CONTRACT DOCUMENTS AND TECHNICAL SPECIFICATIONS' SUPPORT THESE DRAWINGS. TOGETHER THE DRAWINGS AND BOOKLET SHOULD PROVIDE THE CONTRACTOR WITH ALL THE INFORMATION NECESSARY TO COMPLETE THE WORK. IF THE CONTACTOR FINDS CONFLICTS BETWEEN DRAWINGS AND BOOKLET, CONTACT THE ENGINEER FOR CLARIFICATION. to 0 O N i mr .• a - W m \ Z Z m° o e ? O U O ?Ir G?rC; i U ?H3 NW ? 0 Z LL1 (/) < (-D LLJ L.Lj O J -0 0 U Z = w U O a z Q z } 2 11:? a LJJ ?QZ W c5; LIJ} 0L?1uC53 N Of U- M Q 0 mZ3 Q Q O vertical Scale: 1Horizontal Scale: Commission Number: 2580 Sheet No. 2 IO r , LINE TA BLE LINE LENGTH BEARING L1 83.23 569'24'36"E L2 9.59 N82'46'54"E L3 104.77 S77' 18'32"E L4 38.57 581'05'16"E L5 29.60 N71'23'41"E L6 54.49 N88'01'19"E L7 55.72 N89'26'23"E L8 61.78 589'38'47"E L9 63.96 N89'35'57"E L10 65.99 N8824'59"E V?r ?p PROPOSED CONTROLLED nis app TP 14 ACCESS FENCE 20 FT FROM s' p r PROPOSED E.O.P. NCOOT TD. 866.03 9A STOP SEE NOTE SIGN y W/O 4 PT. BARBED WIRE s 30 LF CONC. SIDEWALK CONNECT FLUSH TO \ \ -DC o \ \ _---Q ` EXITING ROAD MATCH WIDTH OF EXIT. 10 20' Po \ I N PARK SIDEWALK \ \ SIGN PAINTED CROSSWALK illb CP ¢1 \. ?Ls257LStIl S _- TYPE 1 TRAIL CONSTRUCTION I UNLESS OTHERWISE - _ CP SHOWN 24" L06U CP J2 9o' \ 1 5' 11 CUT/FILL \1- \ LINE TYP. w q , ::? . \.\ : END EXISTING ACCESS ROAD J? - - S - - -25' BUFFER, TYP.__ 25 LF 18" CMP EXTEND ACCESS RICHLAND CREEK ROAD TO PROPOSED PARKING' AREA CLEARING LIMITS, (TYP•) OPEN THROAT 18" CMP CATCH BASIN NCDOT STD. 840.04 TOP = 2572.80 INV. IN - 2571.51 INV. OUT = 2571.31 CURVE TABLE CURVE RADIUS LENGTH CHRD BRG CHRD DIST Cl 100.00 48.53 S83"18'51"E 48.06 C2 100.00 34.75 N87"15'49"W 34.57 C3 100.00 48.03 N85'09'1 3"E 47.57 C4 100.00 29.02 579'42'30"W 28.92 CONC. JCT. BOX NCDOT TD. 840.31 18" CMP SET MANHOLE COVER AND FRAME FLUSH W/PROPOSED GRADE 0 2485.7 +/- SEE NOTE TOP = 2585.70 INV. IN = 2576.10 PROPOSED CONTROLLED ACCESS FENCE INV. OUT = 2571.20 1 5 FT. BEHIND GUARD RAIL II NCDOT TD. 866.03 II W/O 4 PT. BARBED WIRE I \ II ?T_ Bp??Np ENE) 10 ADJUST MH COVER TO BE FLUSH FLUSH W/ FINISHED TRAIL GRADE TOP OF CREEK BANK TYP. 20 LF 18" CMP INV. OUT a 2568.00 W/ RIP-RAP OUTLET NOTES: PROTECTION - SEE DETAIL 1. CONSTRUCTION ACCESS SHALL BE LIMITED TO THE ACCESS ROAD AND PROPOSED PARKING AREA SHOWN ON THIS SHEET. NO OTHER ACCESS IS AVAILABLE OF US 19. THE CONTRACTOR SHALL FOLLOW ALL OTHER CONDITIONS OF THE ENCROACHMENT WTH NCDOT AS INDICATED IN THE SPECIAL PROVISIONS LISTED IN THE CONTRACT DOCUMENTS. 2. PRESERVE ALL NCDOT MONUMENTS FROM BEING DISTURBED OR DAMAGED WTH THIS CONSTRUCTION, EXCEPT AS NOTED BELOW: A. STA 11+10 - TEMPORARILY REMOVE THE CONCRETE RIGHT-OF-WAY MONUMENT THAT LIES IN THE CENTER OF THE TRAIL, AND RESET AFTER TRAIL CONSTRUCTION IS COMPLETE. USE SURVEYING METHODS TO RESET THE MONUMENT AT THE ORIGINAL LOCATION. INSTALL THE MONUMENT WITH THE TOP FLUSH WITH THE FINISH GRADE. B. STA 17+24 - PRESERVE THE TRAVERSE MONUMENT RIGHT OF THE TRAIL. COMPLETE THE TRAIL CONSTRUCTION WITH HAND-WORK AS NECESSARY TO KEEP FROM DISTURBING THIS MONUMENT. 3. THE CONTRACTOR SHALL CONTROL ALL CONSTRUCTION TRAFFIC ENTERING AND EXITING THE CONSTRUCTION SITE AND KEEP THE PAVED ACCESS ROAD CLEAN OF ALL MUD AND DEBRIS THAT MAY GET TRACKED FROM THE CONSTRUCTION SITE. UTILIZE THE PROPOSED PARKING AREA AS THE CONSTRUCTION STAGING AREA LINING THE AREA WITH COBBLES AND COURSE GRAVEL SUITABLE TO CAPTURE MUD FROM THE PROJECT SITE. 4. EROSION CONTROL DEVICES ARE SHOWN AND ARE THE MINIMIM ACCEPTABLE CONTROL DEVICES THAT ARE EXPECTED TO BE INSTALLED AND MAINTAINED CONTRACTOR BY THE SHALL ADJUST THE DEVICE INSTALLATION S TO SUIT HIS CONSTRUCTION ZONE.E HONUMBER WEVER, CARE SHALLNBEFEETHE RCISEDC CONTRACTOR TO KEEP ALL SEDIMENT CONFINED TO THE LIMITS OF CONSTRUCTION. 5. THE DISTURBED LIMITS FOR THIS PROJECT ARE INTERPRETED TO BE THE TEMPORARY SILT FENCE LINE ALONG RICHLAND AND RACOON CREEK, THE CONTROLLED ACCESS FENCE ALONG US 19 AND 5-FEET BEYOND THE CUT/FILL LINE WHEREVER A FENCE LINE IS NOT SHOWN. 6. RICHLAND CREEK IS A TROUT STREAM AND MUST NOT BE IMPACTED BY THIS CONSTRUCTION. ALLOWABLE ENCROACHMENTS INTO THE 25-FOOT BUFFER ARE SHOWN. NO OTHER ENCROACHMENTS INTO THE BUFFER ZONE ARE ALLOWED (THE BUFFER ZONE MUST REMAIN UNDISTURBED) UNLESS THE CONTRACTOR SECURES THE PERMIT FROM THE TVA, US ARMY CORPS OF ENGINEERS AND NCDENR WATER OUALITY DIVISION. 71 zz- ONi- - ?i ABANDONED ROADWAY ABUTMENT _1 83 15 LF 18" CMP GABION RETAINING WALL - 132 LF INV. OUT = 2571.00 PER TYPICAL CONSTRUCTION DETAILS 35° 31 IJ e)Zn 5-?> W LAKE JUNALUSKA ASSEMBLY INC. DB 34 PAGE 476 PIN: 8616-67-6131 CONSTRUCTION LAYOUT SCHEDULE POINT NORTHING EASTING ELEVATION DESCRIPTION Cl 666847,37 817932.01 2573.03 START OF PATH C2 666793.08 817984,69 2565.50 N/W CORNER, PARKING AREA C3 666804,39 818073.97 2568.00 N/E CORNER, PARKING AREA C4 666095.06 819069.71 2568.90 CONTINUE TRAIL 0 STA. 26+74 BY-6 667075.56 817767.43 2572.31 NCDOT CONTROL BY-5 667236.32 817631.28 2571.82 - NCDOT CONTROL TP4 666874.12 817962.17 TRAVERSE POINT #4 0 Lc) U) I I- Li W V/ w _z J I U Q Vei Ho Coe Sni (0 0 0 N w 8 0) N ? Z m m Bw m T $ ? a m 0 4 U O ? ?e ?N i, C?l N Q) O In z r z !1 0 LL U w _J Q O Z a ~ ?- w 3 > w } w c?03 J 0 licol Scote: NVA.._ imntal Smle: emission NumOer. 2580 et No.: 3 LINE TABLE LINE LENGTH BEARING L11 108.20 N86'57'1 6"E L12 21.30 S02'13'31"E L13 47.19 S24'39'1 1"E L14 199.12 524'39'11"E CURVE TABLE CURVE RADIUS LENGTH CHRD BRG CHRD DIST C5 100.00 158.51 N47'38'07"W 142.43 C6 100.00 72.75 523'04'02"E 71.16 C7 100.00 33.61 N34'16'53"W 33.45 C8 50.00 13.60 N16*51'45"W 13.56 C9 50.00 27.19 S24'39'1 1"E 26.86 C10 50.00 13.60 N3226'37 W 13.56 C11 30.00 33.76 N07'3502"E 32.01 ED 0 0 a o m m N u m gZ m a a v? o a O O U O b1 BRR .? N i i ck? " L b N STEPHEN B. KIDO / OB 511 PAGE 549 nGkoo \/ / % \ PIN: 8616-96-3342 \P bJ \ \ SAP ° / 40' WIDE (PRIVATE) Q/ 5??(.? ? III I I'I1I RIGHT OF WAY / a" PVC \P /y? ? II11\ I r ?a ?1 I II ? ?I?I II \ / / ??s.,° e-X? DAVID Z STEPHEN B. KIDD Jy ?? d I 111 ?1I a IIII I KATHLEENC?KING wife, DB 511 PAGE 552 ` I e 1 I 1 111 11 \ OB 592 PAGE 2339 \ PIN: 8616-96-4243 y ( 1?1 1?VA PIN: 8616-96-1210 t ? ? 11111 ?\ 1 / \ \ e / / STA. 3 11\?\`` ?`\\ 26+99 25 LF 15" \\?\\\\\ 1 CMP CULVERT a \\11 \ EXISTING GRAVEL PARKING AREA ` ?" 1 \11111 1 / ?? \ / CP 4y?3 11 A \ P ??\ \ I1\ \\ M. CHRISTINA KROOT, Trustee of \ \? ,\\\ The M. Christina Kroot / ?`\ 4 \ Revocable Living Trust \ \ \\1'`\ DS 545 PAGE 2202 / \\ 0 11\\\ PIN: 8616-96-3007 \\\``\ STA 28+50 - END \ `???\\\ \ TYPE 2 TRAIL CONSTRUCTION yR \ ?\ \\\\\ P\ & RESUME TYPE 1 TRAIL CONSTRUCTION FILL POWER & LIGHT CO. I CUT/a1 \ \\ STA N LINE TYP. 24 LF 36DB 487 PAGES 493-495 \\ CMP CULVERT \ / \ PIN: 8616-95-4657 I 1 1 / q CAROLINA POWER & LIGHT CO. C \ LINE TABLE LINE LENGTH BEARING L15 0.72 S39'49'1 5"W L16 58.76 S46'07'25"E 117 155.58 S24'49'42"E L18 12.72 N66'17'28"E 36' CAMO , \1 \ / DB 487 PAGES 493-495 ! \1 1 CLASS 1 RIP-RAP PIN: 8616-95-4657 TIE E Ih IR ¢¢ \ TIE EXISTING E ORARY CONSTRUCTION \ BANK/STABIUZATI EN RANCE \ ,! \ ?\??? / ?\ 24" \ 20' CE / ? q k `?\ ? ? / I \ \ 4 LL SHRl1Rp NOTES: ` ?E\ 1. PRESERVE SHRUBS AT END OF EXISTING TRAIL. TEMPORARILY REMOVE /k1A SHRUBS AS NEEDED TO COMPLETE CONSTRUCTION. WRAP ROOT BALL IN BURLAP AND KEEP MOIST UNTIL REPLANTED. CURVE TABLE CURVE RADIUS LENGTH CHRD BRG CHRD DIST C12 50.00 18.25 S29'21'55"W 18.15 C13 100.00 37.17 N3528'34"W 36.95 C14 50.00 77.56 569'16'07"E 70.02 / 2. MAINTAIN A TEMPORARY CONSTRUCTION ENTRANCE ON THE EXISTING / ?F\ ®SH GRAVEL DRIVE OFF OF UNDUSTRIAL DRIVE. CONTAIN MUD AND SILT ON THE CONSTRUCTION ENTRANCE AND PROMPTLY CLEAN ALL DEBRIS FROM S -* ROADWAYS WHEN TRACKED OFFSITE. \ ti NOTE 3 3. INSTALL A FENCE BARRICADE ACROSS THE EXISTING GRAVEL PATH. LOCATE As DIRECTED BY OWNER. 1 / t y 4. PROPERTY INFORMATION AND RIGHT-OF-WAY INFORMATION OBTAINED FROM PLAT OF SURVEY BY RANDY HERRON PLS, L-3202 DATED NOV. 16, 1998 RECORDED IN PLAT CABINET C, SLOT 2468. / / (D O cl w N T m v N ' ca m & Z a m u a ? e .a ? a n a_ D U O N h ii ti~ ? ???ry Y F x.01 z Jz Q O U) ? J 0 Q z F-- a ? w z o w Q + r In NYIN J ?< U~)o Vertical Scale: N/A Horizonlol Scale: '•30' Commission Number. 2580 Sheet No.: 5 F?i?,, N' -FIN T f?ECEI'r t E I?,? 1^ Office Use Only: Form Version March 05 USACE Action ID No. DWQ No. V 2? O LP - 04 to 9 k„ auy paL ucuiac itcm is nvL appucaoie to tnts project, please enter "Not Applicable" or "N/A".) I. Processing - w 1. Check all of the approval(s) requested for this project: ® Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ ® 401 Water Quality Certification ? Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: 36 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: ? 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: ? II. Applicant Information 1 Owner/Applicant Information Name: Tim Plowman Mailing Address: 550 Vance Street Waynesville, NC 28786. Telephone Number: 828-456-2034 Fax Number: E-mail Address: Tim Plowman (wrcprogramsaa,charter.netl 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Company Affiliation: Mailing Address: j Telephone Number: E-mail Address: Fax Number: %?\\PN4 1 0 tipp6 Updated 11/1/2005 Page 1 of 10 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Richland Creek Greenway/Stabilization 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): 1210 ; 4657 ; 6131 4. Location: County: Haywood Nearest Town: Waynesville Subdivision name (include phase/lot number):N/A Directions to site (include road numbers/names, landmarks, etc.): Located behind Whitewater of Waynesville and Industrial Park of Waynesville, NC. 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) Decimal Degrees (6 digits minimum): A. Wet Weather Conveyance Crossing - 35*30.60'N ; 85*58.12'W B. Wet Weather Conveyance Crossing - 35*30.58'N ; 85*58.1 VW 6. Property size (acres): .57 acres (Trail 2500 LF x 10) 7. Name of nearest receiving body of water: Richland Creek / Raccoon Creek 8. River Basin: French Broad River (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at httn://h2o.enr.state.nc.us/admin/mals/.) Updated 11 / 1/2005 Page 2 of 10 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: Located adjacent to disturbed flood plain - gravel parking area. Local disturbance to area with riparian zone. Bank height approx. 2'-5 vertical - moderate erosion - riparian buffer 5' with mature trees (sycamores). Crosses under Hwy. 19/23 and continues through flood plain to Lake Junaluska Embayment. NCDOT approval for access under highway for trail and relocation/repair of control access fence. 10. Describe the overall project in detail, including the type of equipment to be used: Project entails construction of greenway along Raccoon and Richland Creek in flood plain. Project will begin at Lake Junaluska Assembly existing trail along Highway 19 East to existing trail on Industrial Drive. All actions listed for permit within the 25' riparian buffer and located in floodplain. No actual action will directly affect a perennial stream (instream construction) but possible indirect effects. Construction of one gabion wall (- 132') within riparian buffer constructed to help stabilize trail and bank. Construction of two culvert crossings of intermittent wet weather conveyances from Hwy 23/19 which directly feed into Richland Creek. Other projects outside of riparian buffer and flood plain include: Parking area at Junaluska end, gabion wall (66'), rip rap behind industrial park business's. Equipment used will include dozeribob cat for trail grade/construction, track hoe for gabion, rip rap and crossings, dump truck for materials and supplies (rock, crusher run, etc.). All construction done in the dry - no equipment will be in the streams. 11. Explain the purpose of the proposed work: Purpose of greenway is to provide a multi- functional recreation to the county and to ensure protection to 2500' of riparian to Raccoon and Richland Creeks, enhance water quality and improve quality of life to the area. Recreation aspects include hiking, fishing, biking, canoeing/white water and additional access to creek for other activities. Riparian protection will include the repair and enhancement to current riparian zone which does not meet minimum 25' requirement by NCWRC. Water Quality improvements include stabilization of highly erodable banks to reduce sediment load to Raccoon and Richland Creeks. Stabilization includes native vegetation, rip rap and gabion baskets. Also opportunity for educational functions to teach community about water quality and importance of clean water. This section of Greenway will connect the Lake Junaluska Trail with the segment of greenway from the Waynesville Recreation Center to Industrial Park. This will complete a greenway approximately 5 miles long with future hopes to connect the communities of Canton and Clyde. Greenway will be ADA (handicap) accessible. IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, Updated 11/1/2005 Page 3 of 10 certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. Project approved by the Tennessee Valley Authority after an extensive heritage review for terrestrial and aquatic species of concern along with a review for cultural resources (Native Americans, homesteads, etc.) which may occur in project area. Also a review for wetlands in project area was conducted with no sensitive areas to be affected (wetlands, bogs, etc.). Approved TVA permit is attached with application. Previous project in area for canoe/raft launch wa (200630757), WQC (3494), DWQ (06-0469) and NCWRC. Project was completed April 29, 2006. SWCD. V. Future Project Plans s approved earlier in the year by USACE TVA (171539) and comments from the Technical assistance available from District Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. VI. Future plans include additional bank stabilization at the confluence of Raccoon and Richland Creek along with additional spots along the Greenway to Richland Creek. Also, plans to construct a fishing pier along trail towards embayment of Lake Junaluska. Both shown on map. VII. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate 'if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Provide a written description of the proposed impacts: Impacts may include temporary disturbance to stream with sediment for sloping of banks for gabion, rip rap and wet weather conveyance crossing. Also with construction of greenway - f Updated 11/1/2005 Page 4 of 10 proper BMP's will be used during construction. Please see Erosion Control Plan. Completion of project will reduce sediment load to stream and provide riparian enhancement. 2. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flnndino Wetland Impact Site Number (indicate on map) Type of Impact Type of Wetland (e.g., forested, marsh, herbaceous, bog, etc.) Located within 100-year Floodplain es/no) Distance to Nearest Stream feet Area of Impact (acres) None Total Wetland Impact (acres) 3. List the total acreage (estimated) of all existing wetlands on the property: 0 4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. To calculate acreage. multinly length X width then diviria hu Al Shp Stream Impact Number indicate on ma Stream Name Type of Impact Perennial or Intermittent? Average Stream Width Before Impact Impact Length (linear feet Area of Impact (acres) 1 Unnamed Culvert Crossing intermittent 2' 5 .00001 2 Unnamed Culvert Crossing intermittent 2' 5 .00001 Total Stream Impact (by length and acreage) 10 .0002 5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads. etc. Open Water Impact Site Number indicate on ma Name of Waterbody (if applicable) Type of Impact Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) Area of Impact acres 3 Richland Gabion Lake .01 Updated 11/1/2005 Page 5 of 10 Total Open Water Impact (acres) .01 6. List the cumulative impact to all Waters of the I t c rPcnlt;nn 4^- *l,- ..;a .?. Stream Impact (acres): .0002 Wetland Impact (acres): 0.0 -Open Water Impact (acres): .01 Total Impact to Waters of the U.S. (acres) .0102 Total Stream Impact (linear feet): 142 7.. Isolated Waters Do any isolated waters exist on the property? ? Yes ® No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. 8. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Current land use in the vicinity of the pond: Size of watershed draining to pond: Expected pond surface area: VIII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. IX. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to Updated I 1/ 1/2005 Page 6of10 freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice.of Issuance and Modification of Nationwide Permits, published in the Federal Register on January 15, 2002, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://h2o.enr.state.nc.us/ncwetlands/strrnjzide.html. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. N/A 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at bttp://h2o.enr.state.nc.us/wro/index.htm. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the following information: Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): Updated 11/1/2005 Page 7 of 10 X. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes ® No ? 2. If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ? No 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No ? XI. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. 1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify V Yes ? No 2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact Multiplier Required (square feet Miti ation 1 3 (2 for Catawba) 2 1.5 Total * Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0244, or. 0260. Updated 11/1/2005 Page 8 of 10 XII. Stormwater (required by DWQ) Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. Gravel parking area (semi pervious) exist in project area and totals - 150 x 50 (.17) acres is less than 20% of project. Parking lot dimensions will drop with trail and increased riparian zone. Remaining lot flows into floodplain which is non-maintained for filtration. XIII. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. N/A XIV. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No Is this an after-the-fact permit application? Yes E] No XV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes ? No If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: XVI. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes; dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). Updated 11/1/2005 Page 9 of 10 Running behind schedule for the partners due to engineering plans and easements required for the greenway. Will commence construction of greenway upon receipt of all required permits from agencies. Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) 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T ?y .> I f i t` : ti ? .. air s ~. ,t tir 5, 1,j_ ?'Y J ? `A? ?} `. _i1, i,t .` I 1r' t r'. t t ( ILI rr. ? t 14. t ? 47 F, ` .`J,?(",?Y?""°•+<??? .?,? ''? t ?a?`'' "''a?i .t ? ; , /'1 _Y? :J ?>: ?r +.,'?'"` \ t . a ?`r--'?,?i , . ~? l?..lt 3;tl?l?s-?'^,=`a ?,t t . f! ? ?'y`?.?y, t ?P. ? ? ~ T•+r ??F rf # "'.?, ?r { .. r ? ;: J??IA?I?I. tlff!•'? f r •s ?{" }?? _ 1yd ? .F .s-''?`*f?w,? r.:•'?'•3? i ~5t t ? ? ° ... ". ; ? , ? I 1 v c 1 ? ?` a? yl ?{ y ,,,•,? -,?,or I: ?'1.- ?!; y ? v' `t# 3 . =:l ya{ -?-? t w,. ? ?? ? ??r k.'a 41r Is 0 5,5l 11,000 Feet 1 Applicant Name TENNESSEE VALLEY AUTHORITY Section 26a Approval I Denial Tim Plowman RLR No. 173827 Reservoir N/A Tract No. N/A Map No. 183 SW River/Stream Mile Richland Creek 4.0 Subdivision N/A Lot No(s). N/A Category ? 1 ? 2 ® 3 This application has been reviewed. The blocks checked below indicate the status of your request. ® The facilities and/or activities listed below are APPROVED subject to the general and special conditions attached. 1. Culvert crossing 12 x 2 2. Culvert crossing 12 x 2 3. Gabion Wall 150 x 10 4. Gabion Wall 66 x 10 5. Rip Rao 150 x 8 6. 7. 8. ? The facilities and/or activities listed below are DENIED. 1. 2. ? This permit SUPERSEDES the following previous TVA approval(s). permit issued for permit issued for permit issued for permit issued for [TVA Representative Chris Cooper Approval Date 3 July 2006 ® Requires review by U.S. Army Corps of Engineers (USACE). Plans have been forwarded to the USACE. No construction shall commence until you have written approval or verification that no permit is required. ? ARAP (For Tennessee locations, a copy of the permit has been sent to the Tennessee Department of Environment and Conservation). NA 17224 [2-1999] RLR No. 173827 GENERAL AND STANDARD CONDITIONS Section 26a and Land Use General Conditions 1. You agree to make every reasonable effort to construct and operate the facility authorized herein in a manner so as to minimize any adverse impact on water quality, aquatic life, wildlife, vegetation, and natural environmental values. 2. ! This permit may be revoked by TVA by written notice if: a) the structure is not completed in accordance with approved plans; b) if in TVA's judgment the structure is not maintained as provided herein; c) the structure is abandoned; d) the structure or work must be altered to meet the requirements of future reservoir management operations of the United States or TVA, or: e) TVA finds that the structure has an adverse effect upon navigation, flood control, or public lands or reservations. 3. If this permit for this structure is revoked, you agree to remove the structure, at your expense, upon written notice from TVA. In the event you do not remove the structure within 30 days of written notice to do so, TVA shall have the right to remove or cause to have removed, the structure or any part thereof. You agree to reimburse TVA for all costs incurred in connection with removal. 4. In issuing this Approval of Plans, TVA makes no representations that the structures or work authorized or property used temporarily or permanently in connection therewith will not be subject to damage due to future operations undertaken by the United States and/or TVA for the conservation or improvement of navigation, for the control of floods, or for other purposes, or due to fluctuations in elevations of the water surface of the river or reservoir, and no claim or right to compensation shall accrue from any such damage. By the acceptance of this approval, applicant covenants and agrees to make no claim against TVA or the United States by reason of any such damage, and to indemnify and save harmless TVA and the United States from any and all claims by other persons arising out of any such damage. 5. In issuing this Approval of Plans, TVA assumes no liability and undertakes no obligation or duty (in tort, contract, strict liability or otherwise) to the applicant or to any third party for any damages to property (real or personal) or personal injuries (including death) arising out of or in any way connected with applicant's construction, operation, or maintenance of the facility which is the subject of this Approval of Plans. 6. This approval shall not be construed to be a substitute for the requirements of any federal, state, or local statute, regulation, ordinance, or code, including, but not limited to, applicable electrical building codes, now in effect or hereafter enacted. 7. The facility will not be altered, or modified, unless TVA's written approval has been obtained prior to commencing work. 8. You agree to notify TVA of any transfer of ownership of the approved structure to a third party. Third party is required to make application to TVA for permitting of the structure in their name. 9. You agree to stabilize all disturbed areas within 30 days of completion of the work authorized. All land-disturbing activities shall be conducted in accordance with Best Management Practices as defined by Section 208 of the Clean Water Act to control erosion and sedimentation to prevent adverse water quality and related aquatic impacts. Such practices shall be consistent with sound engineering and construction principles; applicable federal, state, and local statutes, regulations, or ordinances; and proven techniques for controlling erosion and sedimentation, including any required conditions. 10. You agree not to use or permit the use of the premises, facilities, or structures for any purposes that will result in draining or dumping into the reservoir of any refuse, sewage, or other material in violation of applicable standards or requirements relating to pollution control of any kind now in effect or hereinafter established. 11. The facility will be maintained in a good state of repair and in good, safe, and substantial condition. If the facility is damaged, destroyed, or removed from the reservoir or stream for any reason, or deteriorates beyond safe and serviceable use, it cannot be repaired or replaced without the prior written approval of TVA. 12. You agree that if any historical or prehistoric archaeological material (such as arrowheads, broken pottery, bone or similar items) is encountered during construction of this facility you will immediately contact this office and temporarily suspend work at that location until authorized by this office to proceed. 13. The Native American Graves Protection and Repatriation Act and the Archaeological Resources Protection Act apply to archaeological resources located on the premises. If LESSEE (or licensee or grantee (for easement) or applicant (for 26a permit on federal land)} discovers human remains, funerary objects, sacred objects, objects of cultural patrimony, or any other archaeological resources on or under the premises, LESSEE for licensee, grantee, or applicant} shall immediately stop activity in the area of the discovery, make a reasonable effort to protect the items, and notify TVA by telephone (phone ). Work may not be resumed in the area of the discovery until approved by TVA. TVA 17416 [5-2005] Page 1 of 4 14. On TVA land, unless otherwise stated on this permit, vegetation removal is prohibited. RLR No. 173827 15. You agree to securely anchor all floating facilities to prevent them from floating free during major floods. 16. You are responsible for accurately locating your facility, and this authorization is valid and effective only if your facility is located as shown on your application or as otherwise approved by TVA in this permit. The facility must be located on land owned or leased by you, or on TVA land at a location approved by TVA. 17. It is understood that you own adequate property rights at this location. If at any time it is determined that you do not own sufficient property rights, or that you have only partial ownership rights in the land at this location, this permit may be revoked if TVA receives an objection to your water use facility from any owner or partial owner of the property rights at this location. Standard Conditions: (Items that pertain to your request have been checked.) 1. ` Structures and Facilities a) ? TVA number has been assigned to your facility. When construction is complete, this number shall be placed on a readily visible part of the outside of the facility in the numbers not less than three inches high. b) ? The 100-year flood elevation at this site is estimated to be -feet mean sea level. As a minimum, your fixed facility should be designed to prevent damage to stored boats by forcing them against roof during a 100-year flood event. c) ? You agree that the float will be temporarily connected (i.e., by slip pin/ropes) and not permanently attached to nonnavigable houseboat. d) ? You agree that this shall have no side enclosures except wire mesh or similar screening. e) ? Buildings or other enclosed structures containing sleeping or living accommodations, including toilets and related facilities, or that have enclosed floor area in excess of 32 square feet, are prohibited. f) ? Ski jumps will not be left unattended for extended periods of time. All facilities will be tied to the shoreline or to a boathouse or pier fronting your property at the completion of each day's activities. g) ? For all electrical services permitted, a disconnect must be located at or above the -foot contour that is accessible during flooding. h) ? You should contact your local government official(s) to ensure that this facility complies with all applicable local floodplain regulations. i) ? The entire closed-loop coil heating and air conditioning system and its support apparatus must be either placed below elevation (to provide a five-foot clearance for water craft at minimum pool elevations of _) or located underneath a TVA approved water-use facility or other TVA approved structure. The supply and return lines must be buried as they cross the reservoir drawdown zone in areas of water depth less than five feet (minimum pool). The liquid contents of the closed-loop heating and air conditioning system must be propylene glycol or water, and the applicant or authorized agent must provide TVA with written verification of this fact. j) ? You agree that only those facilities which have been approved by TVA prior to construction will be placed within the harbor limits and that permanent mooring buoys, boat slips, or other harbor facilities will not be placed outside the harbor limits. k) ? You agree that all storage, piping, and dispensing of liquid fuel shall comply with applicable requirements of the "Flammable and Combustible Liquids" section of the National Fire Codes and any additional requirements of federal, state, and local laws and regulations. 1) ? You agree that the facility hereby approved will be used for writing from TVA. and for no other purpose unless approved in m) ® You agree that if the construction project covered by this permit is not initiated within (18) months after the date of issuance, this permit will then automatically expire and you must submit a new 26a permit application for TVA approval with the applicable fee. TVA 17416 [5-20051 Page 2 of 4 RLR No. 173827 2. Ownership Rights a) ? No fill will be placed higher than elevation maximum shoreline contour (msc), and every precaution will be taken not to disturb or alter the existing location of the -foot contour elevation through either excavation or placement of fill. b) ? You are advised that TVA retains the right to flood this area and that TVA will not be liable for damages resulting from flooding. c) ? You shall notify TVA of any sale or transfer of land, which would affect the landward limits of harbor area, as far in advance of such sale or transfer as possible. d) ? This approval of plans is only a determination that these harbor limits will not have any unacceptable effect on TVA programs or other interests for which TVA has responsibility. Such approval does not profess or intend to give the applicant exclusive control over the use of navigable waters involved. e) ? You recognize and understand that this authorization conveys no property rights, grants no exclusive license, and in no way restricts the general public's privilege of using shoreland owned by or subject to public access rights owned by TVA. It is also subject to any existing rights of third parties. Nothing contained in this approval shall be construed to detract or deviate from the rights of the United States and TVA held over this land under the Grant of Flowage Easement. This Approval of Plans does not give any property rights in real estate or material and does not authorize any injury to private property or invasion of private or public rights. It merely constitutes a finding that the facility, if constructed at the location specified in the plans submitted and in accordance with said plans, would not at this time constitute an obstruction unduly affecting navigation, flood control, or public lands or reservations. 3. Shoreline Modification and Stabilization a) ? For purposes of shoreline bank stabilization, all portions will be constructed or placed, on average, no more than two feet from the existing shoreline at normal summer pool elevation. b) ? You agree that spoil material will be disposed of and contained on land lying and being above the -foot contour. Every precaution will be made to prevent the reentry of the spoil material into the reservoir. c) ? Bank, shoreline, and floodplain stabilization will be permanently maintained in order to prevent erosion, protect water quality, and preserve aquatic habitat. d) ? You agree to reimburse TVA $ , which is the current value of the acre feet of power storage volume displaced by fill into the reservoir. 4. Water Intake a) ? If the reservoir falls below the elevation of the intake, the applicant will be responsible for finding another source of raw water. b) ? You must install and maintain a standard regulatory hazard buoy at the end of the intake to warn boaters of the underwater obstruction. The word "intake" should be added to the buoy and be attached using a five-foot cable. C) ? The screen openings on the intake strainer must be 1/8-inch (maximum), to minimize the entrapment of small fish. d) ? This approval does not constitute approval of the adequacy or safety of applicant's water system. TVA does not warrant that the water withdrawn and used by applicant is safe for drinking or any other purpose, and applicant is solely responsible for ensuring that all water is properly treated before using. 5. Bridges and Culverts a) ® You agree to design/construct any instream piers in such a manner as to discourage river scouring or sediment deposition. b) ® Applicant agrees to construct culvert in phases, employing adequate streambank protection measures, such that the diverted streamflow is handled without creating streambank or streambed erosion/sedimentation and without preventing fish passage. c) ? Concrete box culverts and pipe culverts (and their extensions) must create/maintain velocities and flow patterns which offer refuge for fish and other aquatic life, and allow passage of indigenous fish species, under all flow conditions. Culvert floor slabs and pipe bottoms must be buried below streambed elevation, and filled with naturally occurring streambed materials. If geologic conditions do not allow burying the floor, it must be otherwise designed to allow passage of indigenous fish species under all flow conditions. TVA 17416 [5-2005] Page 3 of 4 RLR No. 173827 d) El All natural stream values (including equivalent energy dissipation, elevations, and velocities; riparian vegetation; riffle/pool sequencing; habitat suitable for fish and other aquatic life) must be provided at all stream modification sites. This must be accomplished using a combination of rock and bioengineering, and is not accomplished using solid, homogeneous riprap from bank to bank. e) ? You agree to remove demolition and construction by-products from the site--for recycling if practicable, or proper disposal--outside of the 100-year floodplain. Appropriate BMPs will be used during the removal of any abandoned roadway or structures. i 6 Best Management Practices a) ® You agree that removal of vegetation will be minimized, particularly any woody vegetation providing shoreline/streambank stabilization. b) ® You agree to installation of cofferdams and/or silt control structures between construction areas and surface waters prior to any soil-disturbing construction activity, and clarification of all water that accumulates behind these devices to meet state water quality criteria at the stream mile where activity occurs before it is returned to the unaffected portion of the i stream. Cofferdams must be used wherever construction activity is at or below water elevation. c) ? A floating silt screen extending from the surface to the bottom is to be in place during excavation or dredging to prevent sedimentation in surrounding areas. It is to be left in place until disturbed sediments are visibly settled. d) ® You agree to keep equipment out of the reservoir or stream and off reservoir or stream banks, to the, extent practicable (i.e., performing work "in the dry`). e) ® You agree to avoid contact of wet concrete with the stream or reservoir, and avoid disposing of concrete washings, or other substances or materials, in those waters. f) ® You agree to use erosion control structures around any material stockpile areas. g) ® You agree to apply clean/shaken riprap or shot rock (where needed at water/bank interface) over a water permeable/soil impermeable fabric or geotextile and in such a manner as to avoid stream sedimentation or disturbance, or that any rock used for cover and stabilization shall be large enough to prevent washout and provide good aquatic habitat. h) ® You agree to remove, redistribute, and stabilize (with vegetation) all sediment which accumulates behind cofferdams or silt control structures. i) ® You agree to use vegetation (versus riprap) wherever practicable and sustainable to stabilize streambanks, shorelines, and adjacent areas. These areas will be stabilized as soon as practicable, using either an appropriate seed mixture that includes an annual (quick cover) as well as one or two perennial legumes and one or two perennial grasses, or sod. In winter or summer, this will require initial planting of a quick cover annual only, to be followed by subsequent establishment of the perennials. Seed and soil will be protected as appropriate with erosion control netting and/or mulch and provided adequate moisture. Streambank and shoreline areas will also be permanently stabilized with native woody plants, to include trees wherever practicable and sustainable (this vegetative prescription may be altered if dictated by geologic conditions or landowner requirements). You also agree to install or perform additional erosion control structures/techniques deemed necessary by TVA. Additional Conditions TVA 17416 [5-2005] Page 4 of 4 OMB No. 3316-0060 JOINT APPLICATION FORM Exp. Date 08/31/2006 Department of the Army/TVA The Department of the Army (DA) permit program is authorized by Section 10 of the Rivers and Harbors Act of 1899 and Section 404 of the Clean Water Act (P.L 95-217). These laws require permits authorizing structures and work in or affecting navigable waters of the United States and the discharge of dredged or fill material-into waters of the United States. Section 26a of the Tennessee Valley Authority Act, as amended, prohibits the construction, operation, or maintenance of any structure affecting navigation, flood control, or public lands or reservations across, along, or in the Tennessee River or any of its tributaries until plans for such construction, operation, and maintenance have been submitted to and approved by the Tennessee Valley Authority (TVA). Name and Address of Applicant: FTelephone ss, and Title of Authorized Agent: sso Van c.?I a l wA,,??,,, '7 5G Telephone Number: Home mber: Home r- Office Office s.t 3- 5'3 S- ;21 3 8 Location where activity exists or will occur (include Stream Name and Mile, if known): y?'S - lea,. r- tel. l?l Cilc - '?? s ?? ' i 3 s Application submitted to ? DA ? TVA Date activity is proposed to commence: 3 ??-- o?ovG Date activity is proposed to be completed: Describe in detail the proposed activity, its purpose and intended use (private, public, commercial, or other). Describe structures to be erected including those placed on fills, piles, or floating platforms. Also describe the type, composition, and quantity of materials to be discharged or placed in the water; the means of conveyance; and the source of discharge or fill material. Please attach additional sheets if needed. I ^J 5'10...'"?.?/? ? O•? ? ? .v ? 5 l7 ? ?AC.? `? 1 ? 1 o rn'1 (?U q.? t.f- <_A ?1 V G/...a-`.L. UO 6 ?, w•=>-•.„,?? +: .''-cyw+?+.? FT? Application is hereby made for approval of the activities described herein. I certify that I am familiar with the information contained in this application, and that to the best of my knowledge and belief such information is true, complete, and accurate. I further certify that I possess the authority to undertake the proposed activities. I agree that, if this application is approved by TVA, I will comply with the attached terms and conditions and any special conditions that may be imposed by TVA at the time of approval. Please note the U.S. Army Corps of Engineers may impose additional conditions or restrictions. Date Ignature of Applicant 18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of The United States knowingly and willfully falsifies, conceals, or covers up by any trick, scheme, or device a material fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or fraudulent statement or entry, shall be fined not more than $10,000 or imprisoned not more than five years, or both. The appropriate DA fee will be assessed when a permit is issued. Names, addresses, and telephone numbers of adjoining property owners, lessees, etc., whose properties also join the waterway: Received SPATIAL CC;XPLETE INITIALS de-e- 0AT :6-/y o6 j TVA 17423 [3-2006] Page 1 of 2 TO C CCAC ANCHOR BOLT EXP EXPANSION STANDAR D LEGEND ABANDON OR ABANDONED EXT EXTERIOR Pp roF _ POWER POLE POINT ON TANGENT EXISTING PROPOSED DESCRIPTION EROSION AND SEDIMENT ? ?E FR FNUE PRC POINT OF REVERSE CURVE (- 1 CONTROL SYMBOLS ? FD FLOOR TJNN PRY PRESSURE RCXCM VALVE BUILDING TURN POKH OR STOOP AOOITIOIYL FOR FOUNDATION PSI POUNDS PER SOIWtE NCH -I - D fDlNDU1pN OKT ECf EROSION CONTROL STORE . ADytpK FES FINED DO SECTION PT PVC FORT OF TANGENT POLYVINY CH - ^ 35 ? .. - . - . _ .. -35- ? FIBER OPTIC LINES CDNTO R ... ADM FINISH FLOW AGGR i h FN614D f100R ELEVATION ION PIA L LORIDE POINT OF VERTICAL INTERSECTION ; h E ry OR U , CONTUAR WITH H ELEVATION SPOT DMAT O Ee?• s STRAW BALE BARRIER EGATE FN FIRE M 9P.WT pm PAVEMENT ?(yy K ?y X1025 ON STOR AULIWY ALTERNATE FIG FIGURE TM PRIVATE CONCRETE CURB M DRAIN O INLET PROTECTION ANCHOR TIN FINISH R RADUS. RSER CONCRETE CURB A GUTTER APPROXIMATE FD(T FL rwm I100R RAS RR RETURN ACTIVATED SLUDGE RA R A • . _r CONCRETE WALK OR SLAB O ® TREE PROTECTION ARCHITECIUPIL RE% FLEXIBLE IL OAD IL PAVEMENT AR RELEASE VALVE FU; FIANCE RCP R M CONCRETE PPE - - - - - UNPAVED OR GRAVEL RCYO AMERICAN RATER WORKS ASSOCIATION ArERACE rr FOOT RD RDCR ROOF DRAIN, ROAD REDUCFII O wl - .Y?'W1-v-rv? TRICE LINE CIP ® CULVERT INLET PROTECTION F TG FOOTING FOOTING RECPT RECEPTACLE O © TREE OR SHRUB BL M FUTURE RECT A -- FENCE L JOINT T BELL BASE LINE CAL RECTANGULAR REINTOKDiW ?? .. ^ ?- CREEK. SWAE OR MACH W ? DIVERSION B O .yy GAL VANIZED Ra REFERENCE -- - PROPWT EGIN OR BEGI NNG BUI DING CID GGARAGE ROUND REL RELOCATED -?@-- -- - -- ?- BAALNE E O TEMPORARY SEDIMENT TRAP BLOCKING BE" MARK. BF.VI CR GOVT GRAVEL WVFRNMENT REV RTE REVISION D m -- - - -- FLAG PO WORK SA1EllRE DISH ? TEMPORARY GRAVEL O BOTTOM CPU GALLONS PER MMUTE ROUTE 0 BENCHMARK CONSTRUCTION ENTRANCE VALVE BLOW OFF GRID CRATING RT R/W RK2R RICA OF W SURVEY INVERSE POW BYPASS GV GATE VIE VALVE S AY SANITARY Y O 0 PC OR O RR R~ BEIRING GW WY WATER SE IOL SOUTH. SWITCH ® 0 GEOLOGIC BORE HILL BASEMENT N NOT SAM SCH SJOCARY SCHEDIAE - -SO- - 1 -"" SD---N STORM DRAIN AND EMOWIALL -K-K- SILT FENCE O LT COLD VALVE CHANNEL NB NOSE BIBg 50 STORY DRAW - 5 --?" -'- S-- - SANITARY SETTER . CENTER TO CENTER NM HM HOOK ACT SECTION - FU-- -FM- FORCE INN - PROFU MATERIALS SYMBOLS CABINET NOR, HORIF HOLLOW MEIIAL NORITONIAL SH SERVICE - FM- +- -FM. - FORCE WIN - MAN CAPACITY M NORSE POWER SMC SNEECTING -G- GAS MAN OR SERVICE ENE ® META INSULATION (ROD) CUBE: FEET CHANCE OF WOE WI RAND HIGH POINT HYDRANT SIY SIMILAR -W --E--- -W- --E- WATER MAIN OR SERVICE LINE ELECTRICA ® BRICK ® CURB AND GRTER . CONCRETE D INSIDE DIAMETER SPEC SPECIFICATION - -UE- - - - UE- - L LINE INDERCRp1ND ELECTRICAL LINE WOOD BLOCKING CAST ROTA N NCH SP SPA POLE ?}}n; CONCRETE MASONRY ® OR ? w YOD 0 CPO" INSA INSULATION SO SOUARE • I PPE fR11NCS O R T 00 CIRCUIT CENTER LINE LNV KAM SS STAINLESS STEEL + FIRE RfDRANT L?• CONCRETE GRAVEL OR STONE P WON PIN ST STREET ----OR-oo-- -Q-OR-+?- CATE VALVE CIfAR CLEAR LTMM! jr UB JOINT I STA STD STATOR ST ®WN f 0 WATER ? { ::' GROUT OR FINISHED EARTH CONCR T CORNER JUNCT ON BOX S PLNAD ® V 0 GAS VALVF E E CORRUGATED METAL PIPE L LF LENGTH LONG LINEAL f00i R MACY STEEL STRUCMUL • ARV SEWVt/WATER AR RELEASE VALVE PAVEMENT CONCRETE MASONRY UNITS LG LONG STY STORY A BOV BLOW OFF VALVE CONDUIT LP Loa POLE SUR SURVEY SEWER CHECK DAY ULAN OUT LR LONG RAMJS SURF SURFACE co RI SEINER LINE PLUG GENERAL NOTES COMBINATION ET LEFT S/W SIDEWALK --0-- CO CLEANWT CONCRETE LTG LIGHTING STHM SYMMETRICAL -v-- ?- EXIST. 1. THE GY D R 5 U E ? ? MAIN HNAGI/EIRY T 1RFA0, TOP Ft `Fl fL_ MARS INC UDI N GRWND URUf1E 15 WDK:ATm W/ 7 NE DR N1NG5 INSOFAR AS THEN EXISTENCE AND L C CONTINUOUS. S. CONTROL OL T CON YEAS MASONRY T t B TOP AND BOTTOM ? DROP INLET (CURB AND GNrRNC TYPES) O ATION WERE KNOWN AT THE TIME OF PREPARATION OF THE DR RACTOR CONTRACTOR LIATL MATERIAL TDC TURNED DOWN CURB ?Ja .KRKTION BOX AWINGS. HOWEVER. NOTHING IN THESE CONTRACT DOCUMENTS SHIALL BE CONSTRUED AS A GUARANTEE THAT COORWWE POINT MAX ME L TELEPHONE Ckb ° VIM -E+ $ CM - GAS LIFTER, WIN - WATER METER SUCH URLITIES ARE IN THE LOCATION INDICATED OR THAT THEY CRUSTED STONE MB MALBOX TEUP TEMPORARY OMB M SHALL MWE ALL NECESSARY XIS . THE Y E CONCRETE SIDEWALK MECN MECHANICAL THK THICK T - -- T -- AL BOX TE E RMSTILY TNS TO XISTENCE FOR ANY DETERMINE T E TO AND CENTER MFR TP TELEPHONE - -UT- - L PHONE LIE FOR MAINTENANCE AND PROTECTION OF EXISTING UTILITIES AND CULVERT MANUFACTURER TS POLE - -UT- - UNDERGROUND TETEP M LIVE STRUCTURES. Y Y YARD MI MIN M? MX1NfYNG NEXaff MINIMUM 15 TREATED OF TOP aSLAB TELEPHONE POLE 2. MA'RTERN A CRAG COMPLETED THE DESIGN SURVEY FOR THIS 00" DEGREE LTIRYE DN ? M SC MSCELLANEOUS TV TETEHSCN -' - -- POWER POLE PROJECT IN APRIL 2006. THIS MAPPING IS ONLY VALID FOR THIS DESIGN DEPARTMENT W MECH AHTA JOINT TW TOP OF WALL - WETLANDS LIMITS . THE SURVEY WORK WAS TIED TO NCOOT CONTROL USED IN THE NEARBY DRINKING FOUNTAIN MD MA TYP TYPICAL ?^ -- - W FLOODWAY-FIOOOPWN BRIDGE REPLACEMENT PROJECT OVER RICHLAND CREEK. DROP L4LT. DUCTILE WON DU MON SONRY OPENING MONUMENT UG UNDERGROUND < - < LIGHT POLE GUY WIRE 3. A BOUND BOOKLET OF CONTRACT DOCUMENTS AND TECHNICAL YETER mm MOUNTED LION UNLESS OTHERWISE NOTED TELEPHONE SPECIFICATIONS SUPPORT THESE DRAWINGS TOGETHER THE DRAWINGS DIMENSION MTG WOUNDING U.SCAC.S UNITED STATES COAST AND TL) ? TELEPHONE PEDESTAL AND BOOKLET SHOULD PROVIDE THE CONTRACTOR WITH AU THE DISCONNECT MR METAL GEODETIC SURVEY O Q ELECTRICAL PEDESTAL INFORMATION NECESSARY TO COMPLETE THE WORK. IF THE CONTACTOR FINDS DROP MANHOLE WRY MID VANE USGS UNITED STATES GEOLOGICAL © © CABLE PEDEST CONFLICTS BETWEEN DRAWINGS AND BOOKLET. CONTACT THE ENGINEER FOR CLARIF T DOWN DRIVE N A C VIAL. AND CAP SURVEY ® © AL SIGN ICA ION. SPOUT DOWN NC NOT N CONTRACT V. VAL VALVE ?^' ?TA BURIED TELEPHONE VALET TKTM NO RUMOUR VAP BAR VAPOR BARRIER ?w ?w WATER VALVE VAULT KM NOT TO SCALE VC VERTICAL CURVE © FENCE POST DRIVEWAY W ON CENTERS VERT VERTICAL ® LP TANK DWELLING 00 OUTSIDE DIAMETER VOL VOLUME m m TELEPHONE/ELECTRICAL FLAIL BOX DRAWING OPER OPERATOR VWT WRGNLA DEPARTMENT © ® SIGNAL CONTROL BOX EAST GPNG OPENING OF TRANSPORTATION 0 -..,- CUQZDFWL EACN OPP OPPOSITE V.S.D. VERTICAL SIGHT DISTANCE T?_N ti RNIJIGAD EASTBOUND (ARE PE, PAPER BOX W.B.L WEST BGRO LANE HFIHHI- ABANDON OR REMOVE EACH FACE PC POINT OF CURVE W WIDE FLANGE. WIDE -- PAVED DITCH ExpANs" 'CBB FCC POINT OF COMPOUND W/ WITH DRTYEWAY CULVERT ELEVATOR PER PERIMETER WD WOW ELECTRICAL PERF PERFORATED WN WELL HOUSE OR SPRING 110115E OR OR CULVERT WITH FLARED ENO ACT. ENGINEER ENTRANCE PERP PERPENDICULAR WL WATER LINE ® F \ PI POINT OF INTERSECTION W/O WITHOUT ? RIGHT OF WAY WDNUMENI END or LINE PN POST INDICATOR VALVE WS WATER SURFACE ? PS MONUMENT EDGE OF PAVELNCRY PL PLATE PROPERTY LINE AT ATERNGM. WEIGHT 0 Al PLPLANTED STONE ANE NOR EQUAL PLYWO PLYWOOD WVDII WEST VIRGINIA DEPARTMENT 0 - AXLE EQUIPMENT POL POINT ON NINE OF HIGHWAYS 0 PKO p PK EACH WAY. EWWAL WWF WELDED WOE FABRIC 0 IRO p PRON ROD EXISTING 0 1PO p " PIPE p HAS AND YIGK. NE CONTROL IR W/CAP X CP /101 X CP /101 . COORDINATE POINT O WELL WATER WELL ® SEWER SEPTIC TINA . O FIRS p RAILROAD SPIRE rta? m,. 2580 e.A. c.L No.: 2 LINE TABLE LINE LENGTH BEARING U 8313 569'24'36"E L2 9.59 N8246' 4'E L3 104.77 S7T 18'32" L4 38.57 S81'05'16"E L5 29.60 N71' 3'41'E L6 54.49 N88'01'1 ' L7 55.2 N89' 6'23"E L8 61a 589' 8'Q" L9 63.96 189'35 l10 65.99 188'24'59" 30 LF CONC. SIDEWALK` CONNECT RUSH TO EXISTING ROAD MATCH WIDTH OF EXIST. SIDEWALK PANTED CROSSWALK CP it TYPE I TRAIL CONSTRUCTION UNLESS OTHERWISE SHOWN CUT/FILL LINE TYP. END EXISTING ACCESS ROAD PROPOSED CONTROLLED TP J4 ACCESS FENCE 20 FT FROM E.O.P. PROPOSED NCOOT STD. 866.03 STOP SEE NOTE W/O 4 PT. BARBED WIRE SIGN \ 2 20 - P SIGN J? CP 24' Lod CP 12 25 LF IS' CUP TES ?Y25' BUFFER. TYP.? ACCESS RICHLAND CREEK AREA CLEARING LIMITS. (TYP.) OPEN THROAT I8' CMP CATCH BASIN NCDOT STD. 840.04 TOP 2572.80 INV. IN - 2571.51 INV. OUT - 2571.31 V?/lII9 (EAR LANE) 10__ J X11 'K\-- ADJUST MM COVER TOp ?E FLUSH W/ FINISHED TRAIL GRADE TOP OF CREEK BANK TYP 20 LF 18' CMP INV. OUT - 2569.00 W/ RIP-RAP OUTLET PROTECTION - SEE DETAIL CONSTRUCTION ACCESS SHALL BE LIMITED TO THE ACCESS ROAD AND PROPOSED PARKING AREA SHOWN ON THIS SHEET. NO OTHER CE SS IS AVAILABLE OF US 19. THE CONTRACTOR SHALL FOLLOW ALL OTHER CONDITIONS OF THE ENCROACHMENT WITH NCDOT AS KCATED IN THE SPECIAL PROVISIONS LISTED IN THE CONTRACT DOCUMENTS PRESERVE ALL NCDOT MONUMENTS FROM BEING DISTURBED OR DAMAGED WITH THIS CONSTRUCTION, EXCEPT AS NOTED BELOW: STA 11+10 - TEMPORARILY REMOVE THE CONCRETE RIGHT-OF-WAY MONUMENT THAT LIES IN THE CENTER OF THE TRAIL. AND RESET AFTER TRAIL CONSTRUCTION IS COMPLETE USE SURVEYING METHODS TO RESET THE MONUMENT AT THE ORIGINAL LOCATION. INSTALL THE MONUMENT WITH THE TOP FLUSH WITH THE FINISH GRADE. STA 17+24 - PRESERVE THE TRAVERSE MONUMENT RIGHT OF THE TRAIL, COMPLETE THE TRAIL CONSTRUCTION WITH HAND-WORK AS NECESSAR Y TO KEEP FROM DISTURBING THIS MONUMENT. THE CONTRACTOR SHALL CONTROL ALL CONSTRUCTION TRAFFIC ENTERING AND EXITING THE CONSTRUCTION SITE AND KEEP THE PAVED CESS ROAD CLEAN OF ALL MUD AND DEBRIS THAT MAY GET TRACKED FROM THE CONSTRUCTION SITE. UTILIZE THE PROPOSED PARKING EA AS THE CONSTRUCTION STACING AREA LINING THE AREA PATH COBBLES AND COURSE GRAVEL SUITABLE TO CAPTURE MUD FROM THE OJECT SITE. EROSION CONTROL DEVICES ARE SHOWN AND ARE THE MINIMIM ACCEPTABLE CONTROL, DEVICES THAT ARE EXPECTED TO BE INSTALLED 0 MAINTAINED BY THE CONTRACTOR. IF CONDITIONS WARRANT THE NEED 10 ALTER THE NUMBER AND LOCATION OF THE DEVICES THE NTRACTOR SHALL ADJUST THE DEVICE INSTALLATION TO SUIT HIS CONSTRUCTION ZONE HOWEVER, CARE SHALL BE EXERCISED BY THE NTRACTOR TO KEEP ALL SEDIMENT CONFINED TO THE LIMITS OF CONSTRUCTION. THE DISTURBED LIMITS FOR THIS PROJECT ARE INTERPRETED TO BE THE TEMPORARY SILT FENCE LINE ALONG RICHLAND AND RACOON EEK. THE CONTROLLED ACCESS FENCE ALONG US 19 AND 5-FEET BEYOND THE CUT/FILL LINE WHEREVER A FENCE LINE IS NOT SHOWN. RICHLAND CREEK IS A TROUT STREAM AND MUST NOT BE IMPACTED BY THIS CONSTRUCTION. ALLOWABLE ENCROACHMENTS INTO THE -FOOT BUFFER ARE SHOWN. NO OTHER ENCROACHMENTS INTO THE BUFFER ZONE ARE ALLOWED (THE BUFFER ZONE MUST REMAIN DISTURBED) UNLESS THE CONTRACTOR SECURES THE PERMIT FROM THE TVA. US ARMY CORPS OF ENGINEERS AND NCDENR WATER GUAUTY IISION. CURVE TABLE CURVE RADIUS LENGTH CHRD BRG CHRD DIST C1 100.00 48.53 B '1 1' 48.06 C2 100.00 3s.75 N T15'4 'W 34.57 C3 100.00 48.03 N 9'13' 47.57 C4 100.00 29.02 79'4 ' 0'W 28.92 CONC. JCT. BOX NCDOT STD. 840.31 SET MANHOLE COVER AND FRAME FLUSH W/PROPOSED GRADE 0 2485.7 +/- TOP - 2585.70 INV. IN - 2576.10 INV. OUT - 2571.20 ABANDONED ROADWAY ABUTMENT 18' CRAP O SEE NOTE 2 0 PROPOSED CONTROLLED ACCESS FENCE 5 FT. BEHIND GUARD RAIL u NCDOT STD. 866.03 '- II W/0 4 PT. BARBED WIRE Q 0 I F -1-tB--1-t9-I - - _ Lv _ .........ar.,...) Ld _ _ __ _ _ _ --- - _ = z 15 LF 18' CMP CABION RETAINING WALL - 132 LF OUT - 2571 00 W J _ . . PER TYPICAL CONSTRUCTION DETAILS FJ rl 35° 31.02 p 820 S v .' LJ LAKE JUNALUSKA ASSEMBLY INC. DB 34 PACE 476 PIN: 8616-67-6131 CONSTRUCTION LAYOUT SCHEDULE POINT NORTHING FASTING ELEVATION DESCRIPTION Cl 666847.37 817932.01 2573.03 START OF PATH C2 666793.08 817984.69 2565.50 N/W CORNER, PARKING AREA C3 666804.39 818073.97 2568.00 N/E CORNER, PARKING AREA C4 666095.06 819069.71 2568.90 CONTINUE TRAIL 0 STA 26+74 BY-6 667075.56 817767.43 2572.31 NCDOT CONTROL BY-5 657236.32 817631.28 2571.82 NCDOT CONTROL TP4 666874.12 817962.17 TRAVERSE POINT 14 PROPOSED CONTROLLED ACCESS FENCE 18- CARP O 5 FT. BENNO GUARD RAIL NCDOT STD. 866.03 + W/0 ? PT. BARBED WIRE n -- ^ - - N ?S 19 (EAST0B0k1?1D ENE) _ CONNECT TO EXISTING CONTROLLED ACCESS FENCE e7/?? _ \ NCDOT R/W to _` Y= FJ? ?C?? \\ L . _ \ l \ \ \\ \ \ \ CUT AND REMOVE 75 LF OF / 0 - ? ? \ , ' ` 1 \ \\ \ \ ©\ ? EXISTING CONTROLLED ACCESS FENCE \\•CL ST I 1 G,ABIOt1VRETAININC WALL 66 LF PER iYPIU1 \ \ 1 L CONSTRUE IOW DEYNLS \ \ \ L ?, \ \ CU /FILL \I `INE TYP. SZ 58 . t61h? ? A LAKE JUNALUSKA ASSEMBLY INC. \\ ?? D8 34 PAGE 476 \ \ , PIN: 8616-67-6131 n \? LACE JUNALUSKA ASSEMBLY INC. 08 34 PACE 476 PIN: 8616-67-6131 STA 21+00 - BEGIN TYPE 2 TRAIL CONSTRUCTION LINE TABLE LINE LENGTH BEARING LI1 108.20 N86* 57'16"E 21.30 SOT13'31'E L13 4719 4' 9'11" L14 199.12 5 4' 9'11- CURVE TABLE CURVE RADIUS LENGTH CHRD 9RG CHRD DIST C5 100.00 lsa.51 N4T38'07'N 142.43 C6 100.00 72.75 S 3'04'02" 71.16 C7 100.00 3161 N 34'I 15'53W 33.45 CB 50.00 13.60 N16' 1'45W 13.56- C9 50.00 27.19 S24'39'1 I ' 26.86 C10 50600 13.60 N3 6.37-W 13.56 Cf l 30.00 33.76 NOT 5'0 32.01 25 LF 24" CARP CULVERT ABU MENT, TYP. PROPOSED CONTROLLED ACCESS FENCE 35 lF -, \ 35" 30. toC? \ ? `,, $3° S a . l2 V? ? ? NOTES: 1. THERE IS A LOW OVERHEAD CLEARANCE BENEATH THE US 23/74 BRIDGES. THE CONTRACTOR SHALL EXPECT TO COMPLETE THE WORK BENEATH THE BRIDGES USING SKID STEER OR OTHER SIMILAR LOW PROFILE EOUIPMENT. THE CONTRACTOR SHALL ALSO ADHERE TO ALL CONDITIONS OF THE ENCROACHMENT WITH NCOOT AS LISTED IN THE SPECIAL PROVISIONS OF THE CONTRACT DOCUMENTS. 2. THE TRAIL BENEATH THE BRIDGE SHALL MAINTAIN NOT LESS THAN AN 8-FOOT CLEARANCE BETWEEN THE FINISHED PATH AND THE BOTTOM OF THE BRIDGE BEAMS. THE PREFERRED CLEARANCE IS 9 FT., OR GREATER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF THE CLEARANCE AT ANY POINT BENEATH THE BRIDGE BEAM IS LESS THAN 8 FEET. 3. ALL RIP-RAP FOR PIPE OUTLET PROTECTION AND DITCH LINING IS CLASS L UNLESS OTHERWISE SHOWN l??`Y 1 d/ T 1 / II EXISTING GRAVEL PARKING AREA STEPHEN B. KIDD / D 511 PAGE Sag / 1 / PIN: : 8676-96-2443 k \I? / 25 LF 48- / \ \\\ P CULVERT / sl? STEPHEN K 08 511 PACES 9 I I! PIN: 8616-96-3342 oti t%L, \?? "?kp0 SINE DITCH "A- \ \ W/ cuss D RIP-TIM SEE DETAIL .?c?° 3p• S8 &2 sa. tt' W 25 lF 15" CMP CULVERT l? -- - / STEPHEN B. KIOD / DB 511 PAGE 549 PIN: 8616-96-]342 ? \f\ G F / C / 7 I? 1 HT I OF (W YNATE) R G / SN?E\ II I I III / \t( ,e, 4' PVC MP tl \ ?7, ?\ l?rrr / oP \ STEPHEN B. K \ t\ I 'Y 1111 f 111 I DAVID I. HEIT2 and rife. OB 5 % 17 FACE 552 I e 1`1 1 KATHLEEN C. KING \ \ t 1 1 11 \ OB 592 PACE 2339 \ PIN: 8616-96-4243 I e s \ 1,1„1 \\ \ PIN: 8616-96-1210 ) 1 ? 1111\\\\\ / \ \ / e / / is \\\\ \\ \ / \\? / ` \\\\ \\\ 251F6159 h•\ / `' o \\ \\\\\ \ Cup CULVERT \ \ I / EXISTING PARKING AREAL t \\\ \ / CP 14 P \?? \ I \ \\ M. CHRISTINA KROOT. Trustee of \ \ \\ The M. Ch 11" Kroot / 1~ \\ \?\? `\\ Revo S ble Living Trust / \, \ \\\ ry\ Ci 545 PACE 2202 \ © \\\\\ PIN: 8616-96-3007 jl/ \ \\\\\\? / ?? \\\\\\ STA 28+50 -END \ \\\\\\ \ TYPE 2 TRAIL RAIL CONSTRUCTION /Pyg k RESUME TYPE 1 TRAIL / / \ \ CONSTRUCTION \\\\\ STA 284 I Cur/ ILL CAROLINA POWER h LIGHT CO. 36- DBAGES 493-495 LINETYP.I F \?? \\ CMP CULVERT /GAROUNA POWER k LIGHT CO. PIN: 8616-95-4657 I \ 3s' h[ww \ \ / OB 487 PAGES 493-495 ?It CLASS _ PIN: 8616-95-4657 \ I ? 1 III4T'Q EXISTING ??BANK STABIU2A E ORARY NSTRUCTION LINE TABLE LINE LENGTH BEARING L15 0.72 539'4915- L16 58.76 S46'0725?E L17 155.58 524'4942 LIB 12.72 N66'17' e•E M\ i CURVE TABLE CURVE RADIUS LENGTH CHRp BRG CHRD DIST C12 50.00 18.25 9"21'S5'w 18.15 C13 100.00 37.17 1135'2834?N 36.95 / -A 1 I pC / / . zzzl" 1. PRESERVE SHRUB L SHRUBS AS NEEDED TO COMPLETE CONSTRUCTION. WRAP ROOT BALL IN BURLAP AND KEEP MOIST UNTIL REPLANTED. 2. MAINTAIN A TEMPORARY CONSTRUCTION ENTRANCE ON THE EXISTING GRAVEL DRIVE OFF CF UNDUSTRIAL DRIVE. CONTAIN MUD AND SILT ON THE CONSTRUCTION ENTRANCE AND PROMPTLY CLEAN ALL DEBRIS FROM ROADWAYS WHEN TRACKED OFFSITE. NOTE 3 3. INSTALL A FENCE BARRICADE ACROSS THE EXISTING GRAVEL PATH. LOCATE AS DIRECTED BY OWNER. 4. PROPERTY INFORMATION AND RIGHT-OF-WAY INFORMATION OBTAINED FROM PLAT OF SURVEY BY RANDY HERRON PLS, L-3202 DATED NOV. 16, ? C14 50.00 77.56 S69'16-07•E 70.02 1998 RECORDED IN PLAT CABINET C. SLOT 2468. J ?\ f EN RANCE \ \\\? ?? / / 24- 20 ?\ \ CE ?\ ( 9 b NOTES: "? \ \ s.ueIi. ''.• Std SAT END OF EXISTING TRAIL 7EMPORARI Y REMOVE Richland C_ireek Greenway 183SW ' ??'..aL?r :` ' .,lr 'I s1• r ^1'`J.?{`?71?7f?a T'o-^Mj..!'!"'' 1 ?3,'..." ti-?/ I??` ?• Q?,.'. •?- ??? .?• f .. ?tiVV !AJ f• ` •_? f. j? : r: ?• .?, ? r,i_y?^•-\? + ?'A'"`sr' ?- -? St l ,l'?• s•i ?j s r `.. :! 1:t?tts? ?_` \ r ?t _ 5 it !°1?,?? : {?{?,?` ?'??? ?r^i ? '` ??? fry.-•..._ ?• • • . ? ?? tf ! f. t ,J d ,1". 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I fr1 fir + t \^...1 k?MIQ T.f-t ¦J1ii 7?^?ti'R~' c„s j yd?ta?? _, r-?li 1_-,?-?Y ! f, ? ? '? _ .? ?'? ./ F ??+ Z?) +,? . ; ? i, ri ' ?r'i 2i i '1? i `g "? a 1 ? ?'` • ? .-1rr,' .? . L +'?"`? r''s ? S } 1 ??? s'ir' , ?? ` `' ..?. ?1 ,Y fi'r'. ? E Y ? lti _._ ' > "=i-`., •.:r. ;? \ ?-`, .& ?? f,'?? ` P? a?i ,Z.yy/i ' .viii ? .ki. ? a ^ ?b ?„r _, ._•i;? 1 'I ?. ) .. •}? ???.,,a.;],? •?`, w`.?• ..?I tii I'1 InS ? '? t ?),: n..?'?Y.:. r •ia.•. a? t',L 't , '?"J.S-7i.. -? •1 f '???'?%?.l.T?? .-;}.:a .5 •„ -Kw '?.: t 1.?4 .?A r 't . •' • v{:v'f-' 11 j. ? 1. t 5 M?? ? ?` 0 5,000 10,000 Feet ANCHOR IL ? EXPANSION PP STANDARD LEGEND A ARAN OR ABANDON OR ABANDONED EXi EXTERIOR POT ? POLE P EXISTING PROPOSED DESCRIPTION ABUT ABUTMENT FR FRAME PRC OINT ON TANGENT PONY OF REVERSE CURVE -?? ABV ABOVE FD _ FLOOR DRAIN PRV PRESSURE REDUCING VALVE BUILDING WITH PORCH OR SW ACT ACOUSTICAL FDN FOUNDATION PSI POUNDS PER SQUARE INCH -I - - - ? FOUNDATION ONLY ADD ADJ ADDITIONAL ADJACENT FES FLARED END SECTION PT POINT OF TANGENT _ _ _ P _ . _ . - . - .._ TIBER OPTIC ONES FF FINISH FLOOR PVC POLYVINYL CHLORIDE IZ ? 135 ?y. -?35-? CONTOUR CONTOUR WITH ELEVATION AFF ABOVE FINISH FLOOR FFE FINISHED FLOOR ELEVATION PVl POINT OF VERTICAL INTERSECTION t ? O E OR 10. *, Z09 OR SPOT ELEVATION AGGR AGGREGATE FH FIRE HYDRANT PVMT PAVEMENT x _ X1025 ALUM ALUMINUM FIG E PVT PRIVATE CONCRETE CURB ALT ALTERNATE FIN FINISH R RADIUS, RISER CONCRETE CURB & GUTTER ANC ANCHOR FDO FIXTURE RAS RETURN ACTIVATED SLUDGE CONCRETE WAIX OR SLAB APPROX APPROXIMATE FL FLOOR RR RAN. ROAD PAVEMENT ARCH ARV ARCHITECTURAL AIR RELEASE VALVE FLEX FLG FLEXIBLE FLANGE RCP REINFORCED CONCRETE PIPE UNPAVED OR GRAVEL ROAD RD ROOF DRAIN, ROAD n (?YY1 • AWWAL AVG AMERICAN WATER WORKS ASSOCIATION AVERAGE FT FOOT RDCR REDUCER n 5 a OR , r r a OR ® TREE LINE TREE OR SHRUB FIG FOOTING RECPT RECEPTACLE - BIT BITUMINOUS Fllf FUTURE RECT RECTANGULAR -'-'-- FENCE Bl BELL JOINT GAL GALLON RBNF REINFORCE REINFORCEMENT CENTERLINE CREEK, SWALE OR DITCH EL BASE LINE CALV GALVANRED REF , REFERENCE PROPERTY LINE BEG BEGIN OR BEGINNING CAR GARAGE R0. RELOCATED -k- @ -? CENTERLINE BASELINE BLDG BUILDING CND GROUND REIN REQUIRED , - - - - OF WORK B LDG B CR GRAVEL REV REVISION FLAG NAG BOLL BM BENCH LURK, BEAM GOVT GOVERNMENT RTE ROUTE m DISH BOTH BOTTOM GPM GALLONS PER MINUTE NT RIGHT Q BENCHMARK BENCHMARK BOY BLOW OFF VALVE CRTC GRATING R/YI RICHE OF WAY FIELD SURVEY TRAVERSE POINT BP BRG BYPASS BEARING GV CATE VALVE S SANITARY SEWER, SOUTH, SWITCH 0 0 ® 0 0 Q PC OR PT GEOLOGIC BORE HOLE GW GRAY WATER SAN SANITARY BSMi BASEMENT N NOT SCH SCHEDULE _ - ' SD - -i -? SD-i STORM DRAIN AND ENDWALL BV BUTTERFLY VALVE HB HOSE BIBB SO STORM DRAIN _g-_ S-^ SANITARY SEWER C CHANNEL, COLD HK HOOK SECT SECTION - FM-- --FM-- FORCE MAIN - PROFILE C/C, C TO C CAB CENTER TO CENTER CAB T HM HOLLOW METAL SER SERVICE - - FM-- - - -FM- - FORCE MAIN - PLAN CAP INE CAPACITY HOP, HORIZ HP HORIZONTAL SH SHEET -G-- G- GAS LION OR SERVICE LINE CF CU8!C FEET T HIPOIM? S1ITC SHEETING -W W-- WATER MAIN OR SERVICE LINE OG CHANGE OF GRADE HYD HYDRANT SIM SIMILAR ---E E- ELECTRICAL UNE C & G, CC&C CURB AND GUTTER , CONCRETE IO INSIDE DIAMETER SPEC SPECIFICATION - -WE- - - -ll? - UNDERGROUND ELECTRICAL LINE Cl CAST IRON IN INCH SP SIGNAL POLE PIPE FITTINGS CIRC CCIRCULAR INSUL INSULATION BO BARE OCT CKT CIRCUIT INN INVERT VERT SS STAINLESS STEEL - ?_ FIRE HYDRANT CL CENTER LINE IP IRON PIN ST STREET - q - YY OR oC -- - ® OR-?r- GATE VALVE CLR CLEAR JT JOINT STA STATION 0 VPV e WATER VALVE CONST CONSTRUCTION JB JUNCTION BOX SID STANDARD A GV 9 GAS VALVE CDR CORNER L LENGTH, LONG SR STEEL • ARV SEWER/WATER AIR RELEASE VALVE CARP CORRUGATED METAL PIPE LF LINEN. FOOT STRUCf STRUCTURAL BOV BLOW OFF VA CMU CONCRETE MASONRY UNITS LG LONG STY STORY LVE SEWER CH K CND CONDUIT Lp UGHT POLE SUR SURVEY EC DAM GO CLEAN OUT LR LONG RADIUS SURF SURFACE Oi - o- • CO SEWER LINE PLUG COMB COMBINATION LT LEFT S/W SIDEWALK -- - -•-- ClFANOUi GONG CONCRETE LTG LIGHTING SYMM SYMMETRICAL -{?- -- -?- MANHOLE CONN CONNECT, CONNECTION MACH MACHINERY T TREAD, TOP Jet-? ? CROP INLET (CURB AND GRATING TYPES) CONT CONTINUOUS, CONTROL MAS MASONRY T & B TOP AND BOTTOM ?JB CONiR CONTRACTOR MA MATERIAL TOC TURNED DOWN CURB JUNCTION BOX CP COORDINATE POINT X MAX MAXIMUM IEIE TELEPHONE GNb WM o .p. ¢ GM - GAS METER, WM - WATER METER CR STONE CRUSHED STONE ? MB MAILBOX TEMP TEMPORARY IAMB MAIL BOX CSW CONCRETE SIDEWALK MECH MECHANICAL THK THICK -' T - - T - TELEPHONE LINE CTR CENTER MFR MANUFACTURER TP TELEPHONE POLE - _UT_ - - UT- - UNDERGROUND TELEPHONE LINE CULV CULVERT MH MANHOLE, MOUNTING HEIGHT TRTD TREATED -T1-- TELEPHONE POLE CY CUBIC YARD MIN MINIMUM TS TOP OF SLAB -? -- POWER POLE D DEPTH OR DEGREE OF CURVE MISC MISCELLANEOUS TELEVISION WETLANDS LIMITS DEPT DEPARTMENT MJ MECHANICAL JOINT TW TOP OF WALL - - • - FLOODWAY-FLOODPLAIN OF DRINKING FOUNTAIN MO MASONRY OPENING TYP TYPICAL F LIGHT POLE DI DROP INLET, DUCTILE IRON MON MONUMENT LTG UNDERGROUND < < GUY WIRE DIA DIAMETER MID MOUNTED LION UNLESS OTHERWISE NOTED M TELEPHONE DIM DIMENSION MiC MOUNTING U.S.C.&G.S. UNITED STATES COAST AND ? co TELEPHONE PEDESTAL DISC DISCONNECT MTL METAL GEODETIC SURVEY ID ELECTRICAL PEDESTAL DMH DROP MANHOLE MV MUD VALVE USGS UNITED STATES GEOLOGICAL © © CABLE PEDESTAL ON DOWN N & C NAIL AND CAP SURVEY 9) SO SIGN DR DRIVE NIC NOT IN CONTRACT V, VAL VALVE ?TV ?TV BURIED TELEPHONE VAULT DS DOWN SPOUT NO NUMBER VAP BAR VAPOR BARRIER ?W ?w WATER VALVE VAULT DTL DETAIL NIS T TO SCALE VC VERTICAL CURVE ? FENCE POST DW,D/W DRVEWAY OC ON CENTERS VERT VERTICAL UD LP TANK DWL DWELLING OD OUTSIDE DIAMETER VOL VOLUME ? m TELEPHONE/ELECTRICAL PULL BOX DWG DRAWING OPER OPERATOR VDOT VIRGINIA DEPARTMENT ® SIGNAL CONTROL BOX E FAST OPNG OPENING OF TRANSPORTATION 0?- i rt ?-h 0- 0__ GUARDRAIL EACH OPP OPPOSITE Y.S.D. VERTICAL SIGHT DISTANCE RAILROAD E.B.L. EASTBOUND LANE PB PAPER BOX W.B.L. WEST BOUND LANE ABANDON OR REMOVE EF EACH FACE PC POINT OF CURVE W WIDE FLANGE, WIDE T- - PAVED DITCH E1 EXPANSION JOINT PCC POINT OF COMPOUND W/ WITH 1 DRIVEWAY CULVERT ET. ELEV ELEVATION PER PERIMETER WD WOOD ELEC ELECTRICAL PERF PERFORATED WH WELL HOUSE OR SPRING HOUSE OR CULVERT WITH FLARED END SECT. ENGR ENGINEER PERP PERPENDICULAR WL WATER LINE ® ENTR ENTRANCE % POINT OF INTERSECTION W/o WITHOUT 0 RIGHT OF WAY MONUMENT EOL END OF LINE PIV POST INDICATOR VALVE WS WATER SURFACE ? PS MONUMENT PLANTED STONE EP EDGE OF PAVEMENT PL PLATE PROPERTY LINE WT WATERTIGHT, WEIGHT 0 Al ANGLE IRON EQ EQUAL P PLYWOOD WVDH WEST VIRGINIA DEPARTMENT 0 AX 0 PKO AXLE EQPi EQUIPMENT POL POINT ON CANE OF HIGHWAYS 0 !RIO A PK EW EACH WAY, ENDWALL WWF WELDED WIRE FABRIC 0 IPO p & IRON ROD EAST EXISTING IRON PPE A HUB AND TACK, NL, CONTROL, IR W/CAP X CP #101 X CP 1101 COORDINATE POINT 0 WELL WATER WELL ® SEWER SEPTIC TANK 0 RRS D RAILROAD SPIKE EROSION AND SEDIMENT CONTROL SYMBOLS ECT ggg? EROSION CONTROL STONE O IP O 0 CIP 0 O CE A RR SF -x-x- STRAW BALE BARRIER STORM DRAIN INLET PROTECTION TREE PROTECTION CULVERT INLET PROTECTION DIVERSION TEMPORARY SEDIMENT TRAP TEMPORARY GRAVEL CONSTRUCTION ENTRANCE RIPRAP SILT FENCE MATERIALS SYMBOLS ??J JfJ7?? llL1LlL?1 METAL INSULATION (RIGID) V YLllllllLY BRICK C? WOOD BLOCKING CONCRETE MASONRY FINISHED WOOD OR PLYWOOD CONCRETE ¢M GRAVEL OR STONE L?-J GROUT OR FINISHED CONCRETE EARTH ? L PAVEMENT GENERAL NOTES 1. THE LOCATION OF EXISTING UTILITIES IN THE PROJECT AREA, INCLUDING UNDERGROUND UTILITIES, IS IND:CATED ON THE DRAWINGS INSOFAR AS THEIR EXISTENCE AND LOCATION WERE KNOWN AT THE TIME OF PREPARATION OF THE DRAWINGS. HOWCAER, NOTHING IN THESE CONTRACT DOCUMENTS SHALL BE CONSTRUED AS A GUARANTEE THAT SUCH UTILITIES ARE IN THE LOCATION INDICATED OR THAT THEY ACTUALLY EXIST. THE CONTRACTOR SHALL MAKE ALL NECESSARY INVESTIGATIONS TO DETERMINE THE EXISTENCE FOR ANY DAMAGE TO AND FOR MAINTENANCE AND PROTECTION OF EXISTING UTILITIES AND STRUCTURES. 2. MATTERN & CRAIG COMPLETED THE DESIGN SURVEY FOR THIS PROJECT IN APRIL 2006. THIS MAPPING IS ONLY VALID FOR THIS DESIGN. THE SURVEY WORK WAS TIED TO NCOOT CONTROL USED IN THE NEARBY BRIDGE REPLACEMENT PROJECT OVER RICHLAND CREEK. 3.'A BOUND BOOKLET OF CONTRACT DOCUMENTS AND TECHNICAL SPECIFICATIONS SUPPORT THESE DRAWINGS. TOGETHER THE DRAWINGS AND BOOKLET SHOULD PROVIDE THE CONTRACTOR WITH ALL THE INFORMATION NECESSARY TO COMPLETE THE WORK. IF THE CONTACTOR FINDS CONFLICTS BETWEEN DRAWINGS AND BOOKLET, CONTACT THE ENGINEER FOR CLARIFICATION. -0 0 N x x o cr a ° u N a a o Z m° o u w ? m oA `,o ti-a N Nb g m 0 z L.L) (n < (D W -i O 7 U U Z 2 w c/) Iz a0Q Q:f LLJ - w Q z w ?5; Ldz " LNLJ (.D 3 N w_. LL I m 0 0 Q Q O I Vertical Scole: r-1a' Horizontal Scale: 1'-30' Commission Number. 2580 Sheet Na.: 2 i0 LINE TA BLE LINE LENGTH BEARING L1 8323 S69'24'36"E L2 9.59 N82'46'54"E L3 104.77 S77*18'32"E L4 38.57 581'05'16"E L5 29.60 N71'23'41"E L6 54.49 N88'01'19"E L7 55.72 N89'26'23"E L8 61.78 S89'38'47"E L9 63.96 N89'35'57"E L10 65.99 N88'24'59"E 30 LF CONC. SIDEWALK--_ CONNECT FLUSH TO EXISTING ROD MATCH WIDTH OF EXIST. SIDEWALK PAINTED TP #4 PROPOSED STOP SEE NOTE SIGN 2 CP 11 TYPE 1 TRAIL CONSTRUCTION ' UNLESS OTHERWISE SHOWN 24" LQdU CP 12 ,. CUT/FILL LINE TYP. END EXISTING ACCESS ROAD 25 LF 18" CMP/ EXTEND ACCESS ROD TO PROPOSED PARKING AREA PROPOSED CONTROLLED ACCESS FENCE 20 FT FROM E.O.P. NCDOT STD. 866.03 W/O 4 PT. BARBED WIRE l 1 \' L CAP PARKI SIGN ,WI-2571.5111 S 25' BUFFER, TYP. RICHLAND CREEK CLEARING LIMITS, (TYP.) OPEN THROAT 18" CMP CATCH BASIN NCOOT STD. 840.04 TOP = 2572.80 INV. IN = 2571.51 INV. OUT = 2571.31 CURVE TABLE CURVE RADIUS LENGTH CHRD BRG CHRD DIST Cl 100.00 48.53 S83'18'51"E 48.06 C2 100.00 34.75 N87'1 5'49"W 34.57 C3 100.00 48.03 N85'09'1 3"E 47.57 C4 100.00 29.02 579'42'30"W 28.92 CONC. JCT. BOX NCOOT STD. 840.31 SET MANHOLE COVER AND FRAME FLUSH W/PROPOSED GRADE 0 2485.7 +/- TOP = 2585.70 INV. IN = 2576.10 INV. OUT = 2571.20 , U's II9 (EAST- gaup E1 ) 1o' \\\ ll' DJUST MH COVER TO ?E FLUSH W/ FINISHED TRAIL GRADE TOP OF CREEK BANK TYP. 20 LF 18" CMP INV. OUT = 2568.00 W/ RIP-RAP OUTLET NOTES: PROTECTION - SEE DETAIL 1. CONSTRUCTION ACCESS SHALL BE LIMITED TO THE ACCESS ROAD AND PROPOSED PARKING AREA SHOWN ON THIS SHEET. NO OTHER ACCESS IS AVAILABLE OF US 19. THE CONTRACTOR SHALL FOLLOW ALL OTHER CONDITIONS OF THE ENCROACHMENT WITH NCDOT AS INDICATED IN THE SPECIAL PROVISIONS LISTED IN THE CONTRACT DOCUMENTS. 2. PRESERVE ALL NCDOT MONUMENTS FROM BEING DISTURBED OR DAMAGED WITH THIS CONSTRUCTION, EXCEPT AS NOTED BELOW A. STA 11+10 - TEMPORARILY REMOVE THE CONCRETE RIGHT-OF-WAY MONUMENT THAT LIES IN THE CENTER OF THE TRAIL, AND RESET AFTER TRAIL CONSTRUCTION IS COMPLETE. USE SURVEYING METHODS TO RESET THE MONUMENT AT THE ORIGINAL LOCATION. INSTALL THE MONUMENT WITH THE TOP FLUSH WITH THE FINISH GRADE. B. STA 17+24 - PRESERVE THE TRAVERSE MONUMENT RIGHT OF THE TRAIL COMPLETE THE TRAIL CONSTRUCTION WITH HAND-WORK AS NECESSARY TO KEEP FROM DISTURBING THIS MONUMENT. 3. THE CONTRACTOR SHALL CONTROL ALL CONSTRUCTION TRAFFIC ENTERING AND EXITING THE CONSTRUCTION SITE AND KEEP THE PAVED ACCESS AS ROAD THE DEBRIS A T E CONSTRUCTION C NSTRUC11ON STAGING AREALINING THEAREAWITH COBBLES A D COURSE GRAVEL SITE. L TO CAPTURE MUD FROM K THE PROJECT SITE. 4. EROSION CONTROL DEVICES ARE SHOWN AND ARE THE MINIMIM ACCEPTABLE CONTROL DEVICES THAT ARE EXPECTED TO BE INSTALLED BY THE CONTRACTOR. IF THE NEED TO ALTER NUMBER LOCATION THE THE AND ONTRACTORNSHALL ADJUST THE DENCE INS ANLLATIONS TOASUIIT HIS CONSTRUCTION ZONE. E HOWEVER,ACARE SHALL BEEF ERCISEDDBY THE CONTRACTOR TO KEEP ALL SEDIMENT CONFINED TO THE LIMITS OF CONSTRUCTION. 5. THE DISTURBED LIMITS FOR THIS PROJECT ARE INTERPRETED TO BE THE TEMPORARY SILT FENCE LINE ALONG RICHLAND AND RACOON CREEK, THE CONTROLLED ACCESS FENCE ALONG US 19 AND 5-FEET BEYOND THE CUT/FILL LINE WHEREVER A FENCE LINE IS NOT SHOWN. 6. RICHLAND CREEK IS A TROUT STREAM AND MUST NOT BE IMPACTED BY THIS CONSTRUCTION. ALLOWABLE ENCROACHMENTS INTO THE 25-FOOT BUFFER ARE SHOWN. NO OTHER ENCROACHMENTS INTO THE BUFFER ZONE ARE ALLOWED (THE BUFFER ZONE MUST REMAIN UNDISTURBED) UNLESS THE CONTRACTOR SECURES THE PERMIT FROM THE NA, US ARMY CORPS OF ENGINEERS AND NCDENR WATER QUALITY DIVISION. \ ? e 270 - / ABANDONED ROADWAY ABUTMENT 18" CMP SEE NOTE 2 'O^ L0 PROPOSED CONTROLLED ACCESS FENCE + 5 FT. BEHIND GUARD RAIL NCOOT STD. 866.03 II ?- II W/O 4 PT. BARBED WIRE Q I e? W m-rd.arn s =-?= - _ Ld 15 LF 18" CMP GABION RETAINING WALL - 132 LF I V J N . OUT - 2571.00 PER TYPICAL CONSTRUCTION DETAILS _ U 35° 31.02 ?? < It 5-?, " I'b W LAKE JUNALUSKA ASSEMBLY INC. DB 34 PAGE 476 PIN: 8616-67-6131 CONSTRUCTION LAYOUT SCHEDULE POINT NORTHING EASTING ELEVATION DESCRIPTION Cl 666847.37 817932.01 2573.03 START OF PATH C2 666793.08 817984.69 2565.50 N/W CORNER, PARKING AREA C3 666804.39 818073.97 2568.00 N/E CORNER, PARKING AREA C4 666095.06 819069.71 2568.90 CONTINUE TRAIL 0 STA. 26+74 BY-6 667075.56 817767.43 2572.31 NCDOT CONTROL BY-5 667236.32 817631.28 2571.82 NCDOT CONTROL TP4 666874.12 817962.17 TRAVERSE POINT #4 0 0 N n N •• ? m ° =Li gZ ? v e m T; ° Z) o .° ? ? U d ?R- t1f N T ?b $ O Cn z?< J Q cf) 0 U 2 w J F- O Q 0 ar~w ~ O w w L Q + } 03 J 0 3 ??V) 0 yr C Co Sh stm knit: N/A frontal kale: hmiss,on Numbtr. 2580 itt No.: 3 L O N t n <n 15 I M L N w z J U Q PROPOSED CONTROLLED ACCESS FENCE 18" CMP 5 FT. BEHIND GUARD RAIL NCDOT STD. 866.03 W/O 4 PT. BARBED WIRE Us 19 (EAST//86VJ C' t 36 31.02 ir? ea sB . is Y? \N E) CONNECT TO EXISTING CONTROLLED ACCESS FENCE zs47.od \ , ?' 1 \ \ 1\ \ \ \ CUT AND REMOVE 75 LF OF \ \ I 1 \` \ \ ?\ v EXISTING CONTROLLED ACCESS FENCE r^ G`A6IO RETVNIN WALL \ l \ \ / CO4TRU PE TYPICAL TOI41DENLS\\ \\ \ wy`? 4NE P. s, \ 11 \ LAKE JUNALUSKA ASSEMBLY INC. DB 34 PACE 476 PIN: 8616-67-6131 \ \4? \ .- y y ? t 52,.12 Y? DITCH " 11 W/ CLASS S B RIP-RAP SEE DETAIL 1 a --? 315' 30.5Qi ?2 s?.?1' w 25 LF 15" CMP CULVERT LAKE JUNALUSKA ASSEMBLY INC. DB 34 PACE 476 PIN: 8616-67-6131 STA 21+00 - BEGIN TYPE 2 TRAIL CONSTRUCTION 25 LF 24" CMP CULVERT 0 1 11 \ k \ e, , S LINE TABLE LINE LENGTH BEARING L11 108.20 N86'57'1 " L12 21.30 S02'13'31 " L13 47.19 524'39' I' L14 199.12 S24'39'1 ' CURVE TABLE CURVE RADIUS LENGTH CHRD BRG CHRD DIST C5 100.00 158.51 N47'38'07"W 142.43 C6 100.00 72.75 S23'04'02" 71.16 C7 100.00 33.61 N34'16'53 W 33.45 C8 50.00 13.60 N16'51'45"W 13.56 C9 50.00 27.19 52439'11" 26.86 CIO 50.00 13.60 N32'26'37"W 13.56 C11 30.00 33.76 N07'35.0 " 3201 .BRIDGE 01 ABUTMENT, TYP. / PROPOSED CONTROLLED \ / W ACCESS FENCE 0e0?GEo? 35 LF / 8" / ( °?STEPHEN S. KIDD / \ 1 4°?p/// 08 511 PAGE 549 I' PIN: 8616-96-2443 NOTES: 1. THERE IS A LOW OVERHEAD CLEARANCE BENEATH THE US 23/74 BRIDGES. THE CONTRACTOR SHALL EXPECT TO COMPLETE THE WORK BENEATH THE BRIDGES USING SKID STEER OR OTHER SIMILAR LOW PROFILE EQUIPMENT. THE CONTRACTOR SHALL ALSO ADHERE TO ALL CONDITIONS OF THE ENCROACHMENT WITH NCOOT AS LISTED IN THE SPECIAL PROVISIONS OF THE CONTRACT DOCUMENTS. 2. THE TRAIL BENEATH THE BRIDGE SHALL MAINTAIN NOT LESS THAN AN 8-FOOT CLEARANCE BETWEEN THE FINISHED PATH AND THE BOTTOM OF THE BRIDGE BEAMS. THE PREFERRED CLEARANCE IS 9 FT., OR GREATER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF THE CLEARANCE AT ANY POINT BENEATH THE BRIDGE BEAM IS LESS THAN 8 FEET. 3. ALL RIP-RAP FOR PIPE OUTLET PROTECTION AND DITCH LINING IS CLASS I, UNLESS OTHERWISE SHOWN. 11 V v 4t 1I/ i I I rl 1/// 1 III J I//// ? 1I1? lz? 25 LF 48" / MP CULVERT \P STEPHEN B. KIDD / D8 511 PAGE 549 PIN: 8616-96-334 342 I' 111 -Aykoo 1 y EXISTING GRAVEL I y 5'(P• PARKING AREA I 5 0 0 N a o w? ?H of N n 6 m m $Z m a o m a? ? v a` o u & ?Nr 0?1?16 g g 0 0 zNz J v J i:E O Q O z EL ~ w 0J z? lf)w ? j + Q 0 > r 3 O J < z ? U0 ferticol Scele: N/A lorizontal Scale: I'?30' :ommission Number; 2580 Sheet No.: 4 STEPHEN B. KIDD / DB 511 PAGE 549 PIN: 8616-96-3342 S? P e 5 / 40' WIDE (PRIVATE) A/ <? III I?I RIGHT OF WAY / \ Ix/ `'? ` W Ill III 4" PVC ?P ?`? I II I1I11I (? I I DAVID I. HEITZ and wife, \ \ D8E511 PACEK552 / ??Jy 1 I e d l` KATHLEEN C. KING \ I 1 1 1 \ DB 592 PACE 2339 \ PIN: 8616-96-4243 / p ' III1``1\\ \ PIN: 8616-96-1210 1 ` \'? 1 111\\\;\\ F? P\ / STA. 4 1 \\\\\ \\\\ 26+99 25 LF15' q \\\\\\\\ \ CMP CULVERT 1 1 \ 1` \\ EXISTING GRAVEL PARKING AREA CP 14??\ S ?1 A \?\ ??? \\ I1\ \\ M. CHRISTINA KROOT, Trustee of The M. Christina Kroot / Revocable Living Trust / \. \ \\\ 1K\ D8 545 PAGE 2202 © PIN: 8616-96-3007 ?\ \\\\\\ STA 28+50 - END ST \\\\\\? \P TYPE RESUME L TYPE CONSTRUCTION 1 TRAIL \ CONSTRUCTION / \\\ \ STA. I FILL 8 CAROLINA POWER & LIGHT CO. I LINE TY P.\\\\\` 24 LF X36' DB 487 PAGES 493-495 \\ CMP CULVERT \ / \ / Q /CAROLINA POWER & LIGHT CO. PIN: 8616-95-4657 I I C\ LINE TABLE LINE LENGTH BEARING L15 0.72 S39'49'1 5'W L16 58.76 S46'07'25"E L17 155.58 524'49'42"E L18 12.72 N66'17'28"E 36' I ;o . a \1 \ / OB 487 PAGES 493-495 CLASS I RIP-RAP 91 PIN: 8616-95-4657 TIE IkO EXISTING E ORARY CONSTRUCTION \ 1 ` V\\?BANK)STABIUZATIO EN CE 20' CE % / \ \ % am i NOTES: 1. PRESERVE SHRUBS AT END OF EXISTING TRAIL TEMPORARILY REMOVE \ 1 q\ /? „ SHRUBS AS NEEDED TO COMPLETE CONSTRUCTION. WRAP ROOT BALL IN BURLAP AND KEEP MOIST UNTIL REPLANTED. CURVE TABLE CURVE RADIUS LENGTH CHRD BRG CHRD DIST C12 50.00 18.25 S29'21'55"W 18.15 C13 100.00 37.17 N35'28'34 W 36.95 C14 50.00 77.56 S69'16'07"E 70.02 2.. MAINTAIN A TEMPORARY CONSTRUCTION ENTRANCE ON THE EXISTING ®SH GRAVEL DRIVE OFF OF UNDUSTRIAL DRIVE. CONTAIN MUD AND SILT ON THE CONSTRUCTION ENTRANCE AND PROMPTLY CLEAN ALL DEBRIS FROM \ N C?6\ 1-r ROADWAYS WHEN TRACKED OFFSITE. \ NOTE 3 3. INSTALL A FENCE BARRICADE ACROSS THE EXISTING GRAVEL PATH. \'1? ? LOCALE AS DIRECTED 8Y OWNER. 14. PROPERTY INFORMATION AND RIGHT-OF-WAY INFORMATION OBTAINED FROM PLAT OF SURVEY BY RANDY HERRON PLS, L-3202 DATED NOV. 16, 1998 RECORDED IN PLAT CABINET C, SLOT 2468. / m a 0 o „ 04 wi. 'r m u m m o Z m e o u ?Z, O ? U O N d ?N? c,? m ?s 0) g 0 z Z n 0 LL U) U V/ 2 W_JO? Q Z a rr- w a?0=2 z } O w ?< Ln3 NYN O J ?< U) o Vertical Scclc: N/A Horizontal Scale: I'•Sa' Commission Number: 2580 Sheet No.: 5