Loading...
HomeMy WebLinkAbout20051197 Ver 1_Complete File_20050705 (2)o?oF wA rFR pG Michael P. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources p Alan W. Klimek, P.E. Director Division of Water Quality August 22, 2005 ffl# 05-1197 n k11:9 c ell County Charles Abernathy, County Manager AUG 3 1 2005 McDowell County DENR- WATER QUALITY 60 East Court Street WETLANDS ANDSTOR M'ATERMICH Marion, NC 28752 Subject Property: North Fork Catawba River (EWP DSR 2005-5, 7, 8, 9, 10, & 11) Approval of 401 Water Quality Certification with Additional Conditions Dear Mr. Abernathy: You have our approval, in accordance with the attached conditions and those listed below, to place fill within or otherwise impact 410 feet of streams for the purpose of streambank stabilization at the subject properties, as described within your application received by the N.C. Division of Water Quality (DWQ) on July 5, 2005 and additionally information submitted July 19 and 22, 2005. After reviewing your application, we have decided that the impacts are covered by General Water Quality Certification Number(s) 3376 (3376). The Certification (s) allows you to use Nationwide Permit(s) 37 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 that you described in your application. If you change your project beyond the approval here, 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. The Additional Conditions of the Certification are: 401 Wetlands Certification Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733-17861 FAX 919-733-68931 lntemet:http://h2o. e n r. state. nc. us/ncvvetla n ds NCDEN_? An Equal Cpportun4/Affirmative Adon Employer-50% Recycled1101% Post Consumer Paper McDowell County: Page 2 of G August 22, 2005 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 A roved Units Plan Location or Reference Stream 410 feet North Fork Catawba River 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. 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. McDowell County: Page 3 of G August 22, 2005 4. No Sediment & Erosion Control Measures w/n Wetlands or Waters 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. Construction in this creek and disturbance within a 25-foot trout buffer should be avoided during the October 15 to April 15 trout spawning period to avoid adverse effects of sediment on eggs and larvae. However, Wildlife Resources Commission will not object to construction of Natural Resources Conservation Service "urgent and compelling" sites during the spawning period provided these projects are, to the extent appropriate and practical, constructed by: (1) using flow diversion structures such as sand bags, (2) placing large-sized rock toes and filter cloth backing for stabilization sites before backfilling, and (3) excavating new channel alignments in dry areas. Construction at the other non-"urgent and compelling" sites should not occur during the spawning period to minimize the potential adverse effects of multiple construction activities on trout resources in this creek. 7. 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 (5) days of ground disturbing activities to provide long-term erosion control. The projects should be accomplished in stages instead of leaving large tracts exposed to further storm events. 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. In addition, because of an anticipated difficulty in establishing ground cover during the winter, reseeding should be conducted, as necessary, in the spring-time with a native annual and perennial seed mix with a temporary nursery crop of wheat, millet or other grain. McDowell County: Page 4 of 6 August 22, 2005 8. Only clean, large, angular rock, large woody material, or other natural stream design materials and techniques should be used for bank stabilization. Rock should not be placed in the stream channel in a manner that constricts stream flow or that will impede aquatic life movements during low flow conditions. Filter cloth should be placed behind large rock that is used for bank stabilization. Properly designed rock vanes should be constructed wherever appropriate on bank stabilization and channel realignment stream reaches to improve channel stability and to improve aquatic habitat. Root wads should be installed low enough in the bank so that a significant portion (at least one-third) the root wad is inundated during normal flows. 9. The channel should be restored to a more stable condition. However, 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 eroding banks for the explicit purpose of anchoring stabilizing or flow/grade control structures or for reestablishing the natural and more stable stream channel dimensions. Stream bed 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. 10. Stabilization measures should only be applied on or near existing erosion 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 long term availability of stream bank cover for aquatic life and wildlife. Backfill materials should be obtained from upland sites except in cases where excess stream bed materials are available. Berms should not be permitted because they block the floodplain, constrict and accelerate flood flows, and often fail and sometimes impede drainage during large flood events. 11. Repairs to eroded banks should be conducted in a dry work area where possible. Sandbags or other clean diversion structures should be used where possible to minimize excavation in flowing water. Channel realignments should be constructed by excavating the new channel from downstream to upstream before connecting it to the old channel. 12. Heavy equipment should be operated from the bank whenever possible. All mechanized equipment operated near surface waters should be inspected and maintained regularly to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids or other toxic materials. Equipment used in stream channel must be clean, new or low hour equipment. 13. Disturbed stream banks and a 25-foot vegetated zone, or the widest width that is practical under the site conditions, should be restored where possible along the construction sites to natural riparian conditions with native trees and shrubs (e.g., silky dogwood, rhododendron, dog hobble, red maple, silky willow, tag alder, black willow, sycamore) to provide long-term bank stability and stream shading. Note, silky dogwood,,silky willow and black willow can be planted as live stakes collected during the dormant growing season. Cuttings should be randomly planted on four (4) foot centers from the waters edge to the top of the bank. Trees should be planted on ten (10) to twelve (12) foot centers. Stream banks in these areas should also be McDowell County: Page 5 of 6 August 22, 2005 seeded with a native annual and perennial seed mix with a temporary nursery crop of wheat, millet or other grain. 14. If pasture along the stream is to be used for grazing, a fence must be constructed outside of the riparian zone and the stream to prevent livestock from entering these areas. 15. 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. If this is not possible, it may be necessary to provide stormwater facilities that are considered to remove nitrogen. This may require additional approval from this Office. 16. Riparian Zone Replanting Replanting of vegetation within disturbed areas located within 30 feet of the streambank associated with any land disturbing activity, repair, replacement and/or maintenance must be done in a manner consistant with the Guidelines for Riparian Buffer Restoration immediately following construction. (Please see attached.) 45. Deed Notifications Deed notifications 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. A sample deed notification can be downloaded from the 401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be modified as appropriate to suit to this project. 17. Turbidity Standard The turbidity standard of 10 NTUs (Nephelometric Turbidity Units) shall not be exceeded as described in 15 A NCAC 2B. .0200. Appropriate sediment and erosion control practices must be used to meet this standard. 18. No Sediment and Erosion Control Measures in Wetlands 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 or locally delegated program has released the project. McDowell County: Page 6 of 6 August 22, 2005 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 Cyndi Karoly in the Central Office in Raleigh at 919-733-9721 or Mr. Kevin Barnett in the DWQ Asheville Regional Office at 828-296-4657. Sincerely, A? Vwl_? Alan W. Klimek, P.E., Director Division of Water Quality AW K1khb Enclosures: GC 3376 Certificate of Completion Guidelines for Riparian Buffer Restoration cc: Mike Osborne, CH2MHill 4820 Parkway Plaza Blvd. Suite 20 Charlotte, NC 28217 USACE Asheville Regulatory Field Office DWQ 401 Central Office DLR Asheville Regional Office File Copy Central Files Filename: 05-1197.EWP.North ForkCatawbaRiver.Approval ! a ... ? MR, Detallsl I.68lall _ -y --?. Project Number: :20051197 Version: 1 Status: On Hold Last ActionDesc: Incomplete App -Add Itional Info r. 'Project Name: McDowell County EWP 2005-5,7,8,9,10,11 "Project Type: ISlream Restoration I Creation Project Desc: EWP 'Owner ',Abernathy, Charles I Details... 'Received From: (Applicant 1 ,. n,, F ;.I COE ID: *Primary Counts McDowell r' DOTTIP: "Admin Region: (Asheville j + Received Dt 0710512005 -' -' Reviewer: kevin.barnett t. V Issued Dt: i 'Secondary County__-] Statutory DI. CAMA NEPA 1 SEPA Received Dt: DCM Office: SW Plan Received DL COE Office::ievillo Regulatory Field Office - SW Plan Approved Dt. Public Notice Published Dt Last Updated By: roh.rldinys SW Plan Location, Public Notice Received DC Last Updated On 0 710 612 0 0 5 Sewage Disposal I - - P.N Comment Period Ends Dt: < Back I Close (Ready ._ - YIIPOI i r i a _ *I t ? I a r t ? I i i 1 ? _ ? i t 1 I j I 1 Triage Check List Date: 07/07/05 Project Name: McDowell County EWP 2005 - 59 7, 8, 9,109 11 DWQ#: 05-1197 County: McDowell Kevin Barnett, Asheville Regional Office To: 60-day Processing Time: 7/5/05 to 9/2/05 From: Cyndi Karoly Telephone : (919) 733-9721 The file attached is being forwarded to your 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 (Neuse, 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! J CG, 2WJHILL CH2M HILL 4824 Parkway Plaza Blvd., Suite 200 Charlotte, NC 28217 Tel 704.329.0073 x290 Fax 704.329.0141 June 29, 2005 US Army Corps of Engineers 151 Patton Avenue Room 208 Asheville, NC 28801-5006 North Carolina Department of Environment and Natural Resources Division of Water Quality 401 Wetlands Unit, 1650 Mail Service Center ?5 D Raleigh, North Carolina 27699-1650 North Carolina Department of Environment and Natural Resources UL 5 - z??5 J Division of Water Quality `?L ADSIIENR . WATER Ql1ALITY Asheville Regional Office / Division of Administration ? ?"os1CRIAVATEReft,,CN 2090 U.S. Highway 70 Swannanoa, NC 28778 North Carolina Wildlife Resource Commission c/o Dave McHenry 20830 Great Smokey Mountain Expressway Waynesville, North Carolina 28786 RE: DSR EWP 2005 Sites: 5 - Blue Ridge Golf Course; 7 - Brown; 8 - North Cove Fire Department; 9 - Rom English; 10 - Highway 221 Bridge South; 11- North Cove Woodlawn. Dear Sir/Madam, CH2M HILL is submitting the enclosed Pre-Construction Notification (PCN) application and associated documents on behalf of McDowell County, North Carolina regarding upcoming rock debris removal at multiple sites in the County. CH2M HILL is involved in the project of streambank repair and debris removal due to floods that occurred as the result of tropical depressions Frances and Ivan in September 2004 in McDowell County. This project is funded by the NRCS Emergency Watershed Protection Program. The project objectives are to repair the affected river and streambanks at the identified sites as well as to remove rock and woody debris. The most downstream site is located at the intersection of American Thread Road and Good Road and extends northward along Highway 221 to North Cove School Road. The remaining sites run continuously northward from North Cove School Road along the North Fork Catawba River for approximately 20 miles. The upstream limit of the most northern site is located near the intersection of Highway 221 and English Road and is a class C stream. These sites are classified Trout Streams and appropriate measures have been taken. CH2M HILL in conjunction with McDowell County intends to complete this project in two phases. The first phase will involve removal of woody debris that poses a potential threat to the adjacent and downstream properties, public infrastructure, and utilities. The massive woody and foreign debris on the streambanks and in floodplains could potentially clog the downstream culverts or bridges and direct channel flows into vulnerable banks during future flood events. During the second phase, rock removal will be implemented at the sites. The first phase of the project is underway and CH2M HILL intends to commence with the second phase of the project, the rock debris removal on or about July 25, 2005. Should you have questions or comments, please feel free to call our office at 704.329.0073 ext. 250. Sincerely, CH2M HILL 60 W, V- MP6?- Liane R. Morgan PCN l e t t erC0 E D W Q W RC57891011 d o c Office Use Only' Form Vcrsion May 2002 USACE Action ID No. DWQ No. (If any particular item is not applicable to tors project, please enter Not Appitcaoie or ..ivies .) 1. Processing 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 2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 37 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 Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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 @ Dwr= D 1. Owner/Applicant Information JUL 5 _ 2005 Name: Charles Abernathy /McDowell County Manager Mailing Address: 60 East Court Street DENR - WATER 01 iAi irv Marion, NC 28752 WETLANDS Al1DSTORIr?yATERBRAt1CN Telephone Number: 828-652-7121 Fax Number: E-mail Address: 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: Mike Osborne Company Affiliation: CH2M HILL Mailing Address: 4824 Parkway Plaza Blvd. Suite 200 Charlotte, NC 28217 Telephone Number: 704-329-0073 ext 252 Fax Number: 704-329-0141 E-mail Address: mike.osbome@ch2m.com Page 1 of 14 III. Project Information Attach a vicinity map (Exhibit 1) clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan (Exhibit 2) 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: North Fork Catawba River EWP 2005-5, EWP 2005-7, EWP 2005-8, EWP 2005-9, EWP 2005-10, and EWP 2005-I1 2. T.I.P. Project Number or State Project Number (NCDOT Only): NA 3. Property Identification Number (Tax PIN): (SEE TABLE 1) 4. Location County: McDowell Nearest Town: Marion Subdivision name (include phase/lot number): NA Directions to site (include road numbers, landmarks, etc.): From I-40, go N on US 221 approximately 12 miles. The most downstream site is near the intersection of American Thread Rd and Good Rd. The sites continue alongside US 221 for approximately 20 miles. The most upstream site is located near the intersection of US 221 and English Rd. See attached map for site locations. 5. Site coordinates, if available (UTM or Lat/Long): SEE SITE DESCRIPTIONS (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Property size (acres): (SEE TABLE 1) 7. Nearest body of water (stream/river/sound/ocean/lake): North Fork Catawba River 8. River Basin: Catawba (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at _h_ttl2://h2o.enr.state.nc.us/admin/maps/.) Page 2 of 14 Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: The proposed sites consist mostly of agricultural property as well as a golf course. The stream and stream banks were heavily impacted during Tropical Storms Frances and Ivan. Extensive rocky debris threatens to further damage the stream banks and the properties. Extensive deposits of rocky debris have reduced the capacity of the North Fork of the Catawba River. 9. Describe the overall project in detail, including the type of equipment to be used: The project areas include an approximate total of 53,000 linear feet of the North Fork of the Catawba River adjacent to US 221. Highwater flows have severely eroded the banks and left considerable rocky debris in the channel. In this section of river several houses and properties are threatened by these conditions. Repairs in this reach of stream will involve the following: -Remove rocky debris from the channel, streambanks, and floodplain. EWP 2005-5 This project area includes approximately 6,900 linear feet of the North Fork of the Catawba 0 0 River adjacent to US 221. The project area is located at 35 53'N 81 56'W. High-water flows have severely eroded both banks, leaving considerable rocky debris in the channel and floodplain. In this section of river rocky debris has re-directed channel flow through the golf course causing extensive damage to the fairway and exposing buried pipes. Repairs in this reach of stream will involve the following: -Remove approximately 8001f rocky debris from the channel, streambanks, and floodplain. EWP 2005-7 This project area includes approximately 4,700 linear feet of the North Fork of the Catawba 0 0 River adjacent to US 221. The project area is located at 35 51'N 81 57W. High-water flows have left considerable rocky debris in the channel and floodplain causing channel braiding and/or re-direction of the channel. In this section of river structures and property including pastureland and cropland were severely damaged by the high waters. Repairs in this reach of stream will involve the following: -Remove approximately 2,300 if rocky debris from the channel, streambanks, and floodplain. EWP 2005-8 This project area includes approximately 12,500 linear feet of the North Fork of the Catawba River adjacent to US 221. The project area is located at 35o50'N 81a58'W. High-water flows have left considerable rocky debris in the channel and floodplain causing channel braiding and/or re-direction of the channel. In this section of river structures and property including pastureland and cropland were severely damaged by the high waters. Repairs in this reach of stream will involve the following: -Remove approximately 3,000 If rocky debris from the channel, streambanks, and floodplain. Page 3 of 14 EWP 2005-9 This project area includes approximately 4,300 linear feet of the North Fork of the Catawba River adjacent to US 221. The project area is located at 3559'10.61"N 8156'33.76"W. High-water flows have left considerable rocky debris in the channel and floodplain. In this section of river pastureland is threatened by these conditions. Repairs in this reach of stream will involve the following: -Remove approximately 8001f rocky debris from the channel, streambanks, and floodplain. EWP 2005-10 This project area includes approximately 2,500 linear feet of the North Fork of the Catawba River adjacent to US 221. The project area is located at 3552'20.58"N 8156'35.11"W. High-water flows washed out a bridge and secondary roadway causing significant damage to the surrounding property. Considerable rocky debris was deposited in the channel and in the floodplain threatening pastureland and cropland along the channel. Repairs in this reach of stream will involve the following: -Remove approximately 1,000 if rocky debris from the channel, streambanks, and floodplain. EWP 2005-11 This project area includes approximately 22,000 linear feet of the North Fork of the Catawba River adjacent to US 221. The project area is located at 3549'30"N 82000'33.4V. High- water flows have left considerable rocky debris in the channel and floodplain. In this section of river structures and property including pastureland and a tree nursery along with other agricultural areas were severely damaged by the high waters and resulting conditions. Repairs in this reach of stream will involve the following: -Remove approximately 4,000 if rocky debris from the channel, streambanks, and floodplain. The techniques that will be utilized for the proposed repairs at the EWP site listed above are described below. Removal of Organic and Rocky Debris Fallen trees, limbs, and non-native material within the cross section of the existing or original channel up to and including the debris line shall be removed. Any foreign debris (e.g. trash appliances) will also be removed. Trees leaning over the channel whose near term fall is apparent will be removed. These rooted trees will be cut three feet above the ground surface and the root masses will be left in place. Disturbance of channel bottom and banks and equipment access shall be held to the minimum necessary to allow the construction equipment to remove the debris. All areas disturbed due to debris removal and equipment access shall be reshaped and reseeded. Access to the channel will be perpendicular to the channel so that cutting of trees is held to a minimum with precaution taken to protect mast production and stream canopy trees. These trees will be cut off at ground level so re- sprouting may occur after construction. Dead trees and small brush piles that provide den habitat and are determined to pose no hazard to the channel will be protected. Woody debris will be chipped and disposed of in upland areas or hauled offsite. Page 4 of 14 Rocky material within the floodplain will be removed using an excavator. The removal of rocky debris will proceed from the stream channel back toward the stream bank allowing the excavator to work on the debris pile. The reconstructed floodplain will be shaped in a manner intended to restore hydraulic capacity of the stream system. Rocky debris removed from the floodplain will be used to stabilize the streambank or will be hauled offsite. At sites where there is no eroded streambank in the immediate vicinity, the excavated material will be used to strengthen the natural berm of the streambank or will be hauled offsite. In no case shall the deposited material be placed at an elevation higher than the existing streambanks. Rocky material will not be removed below pre-existing elevations such as rock bars within the channel width. Streambank Repair When possible, excavation equipment will access streambank repair areas from the dry and will not track into the stream channel. Most of the steep eroded streambanks are opposite or adjacent to the debris removal areas. At these areas, the rocky material removed from the floodplain will be used to stabilize the stream bank, with the addition of large boulders along the toe of the slope as necessary to stabilize and protect the toe. Where suitable material is available, rock vane and root wads will be installed in the restored bank section to reduce bank stress and provide stability to the unconsolidated fill (typical structure cross-sections and plan views are included in Exhibit 3). An existing cross section is included for each of the impacted channel sections requiring stabilization (Exhibit 3). Drainage areas of project areas are also listed on Exhibit 4. The drainage area is used to determine the design storm (10-year or 25-year for trout streams) peak flow using USGS Rural Regression equations for the Blue Ridge-Piedmont. Design storm velocity and shear stress values were also calculated. This information, in conjunction with the field investigation analysis, DSR notations, and agency guidance and regulations, are used to develop an appropriate streambank stabilization design. Equipment that may be used to accomplish the above listed tasks includes; rubber tired skidders, 15 ton dump truck, hydraulic track mounted excavator with thumb, and chainsaws. 10. Explain the purpose of the proposed work: The work addressed in this application is intended to improve post flood hydraulic capacity of the stream reaches discussed and stabilize severely eroded streambanks that are threatening structures or other property. The proposed actions are not intended to enhance existing conditions or restore stream reaches using natural channel design techniques. Such activities would require detailed engineering evaluation and design, which are beyond the intent of the EWP program. 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, Page 5 of 14 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. NA 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. NO VI. 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. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must 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: Proposed impacts include limited streambed disturbances, debris removal, and streambank stabilization. 2. Individually list wetland impacts below: Wetland Impact Site Number (indicate on ma) Type of Impact* Area of Impact (acres) Located within 100-year Floodplain** (es/no) Distance to Nearest Stream (linear feet) Type of Wetland*** * List each impact separately and identify temporary impacts. 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 flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at httn://www.fcma.gov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only). Page 6 of 14 List the total acreage (estimated) of all existing wetlands on the property: None Total area of wetland impact proposed: NA 3. Individually list all intermittent and perennial stream impacts below: Stream Impact Length of Average Width Perennial or Site Number Type of Impact* Impact Stream Name** of Stream Intermittent? (indicate on ma) (linear feet) Before Impact specify) EWP 2005-5 Rocky debris 800 North Fork Catawba R 20 ft Perennial removal EWP 2005-7 Rocky debris 2,300 North Fork Catawba R 20-40 ft Perennial removal EWP 2005-8 Rocky debris 3,000 North Fork Catawba R 20-40 ft Perennial removal EWP 2005-9 Rocky debris 800 North Fork Catawba R 40 ft Perennial removal EWP 2005-10 Rocky debris 1,000 North Fork Catawba R 40 ft Perennial removal EWP 2005-11 Rocky debris 4,000 North Fork Catawba R 40 ft Perennial removal * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, 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. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.tis2s.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tonozone. com, www.mapquest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 11,9001 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: Open Water Impact Site Number (indicate on ma) Type of Impact* Area of Impact (acres) Name Wat) (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 5. Pond Creation t Impacts consist of significant deposits of rocky debris in the floodplain and along streambanks. Debris removal activities will be carried out primarily on the floodplain. Rocky debris in the channel will only be removed if it is determined that removal will restore the capacity of the river to its pre-flood condition. Page 7 of 14 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.): NA Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): NA Size of watershed draining to pond: NA Expected pond surface area: NA VII. 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. When at all possible equipment will be kept out of the stream channel, stream crossings will be minimized, and no excavation will be below the existing channel bed. When at all possible stream material will be moved from dry areas to banks, minimizing the movement of wet (or below water line) stream material. Creating wide, shallow channels will be avoided. Temporary and/or permanent herbaceous vegetation shall be planted on all bare soil within 15 days of ground disturbing activities. Rocky material shall not be used for bank stabilization above the normal high water mark. Large rocky material will be brought in to stabilize the toe of impacted streambanks where necessary. VIII. 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 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 March 9, 2000, 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 Page 8 of 14 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 NCWRP 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/strm,ide.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. NA 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at (919) 733-5208 to determine availability and to request written approval of mitigation prior to submittal of a PCN. For additional information regarding the application process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): NA Amount of buffer mitigation requested (square feet): NA Amount of Riparian wetland mitigation requested (acres): NA Amount of Non-riparian wetland mitigation requested (acres): NA Amount of Coastal wetland mitigation requested (acres): NA IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state) funds or the use of public (federaUstate) land? Yes ® No ? Page 9 of 14 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 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 ? X. 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. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ? No ® If you answered "yes", provide the following information: 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 (square feet) Multiplier Required Mitigation 1 3 2 1.5 Total * Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. Page 10 of 14 If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 213 .0242 or.0260. XI. Stormwater (required by DWQ) Describe impervious acreage (both 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. Imperviousness will not change. Erosion and sedimentation prevention and control will be maintained throughout this project primarily through: proper water management, construction sequencing, proper staging and stockpiling of materials, and the maintenance, at all times, of suitable channel capacity for expected flow events. Equipment, fuels, lubricants, or other potential sources of water pollution will not be stored in areas that could be flooded during this project. XII. 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. Portable facilities shall be provided at the work site. XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes E] No Is this an after-the-fact permit application? Yes ? No Page II of 14 XIV. 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). NA 71, o App?dant/Agent's Signature Nate (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 12 of 14 L? C^ E E 0 U Y N O E ow m L 8 8 8 c0 N M "' N N N In mm r N N N N N 00mm LO')uo -- N N N N N N N N N N N N N O m N O mmm mmm u)LO 11 mmm -) r'°7m ' N co O N ?! N O N f-- u)M LO O m -tcU) N CL rrn c0mrrrrr ) r- m nrr rnn rnrr nrrr U co co m Co m m co m m m co m m m co r co _ n_m r n r m r U) m m c2 m co N m co co N cV N r r co co m m co N M N N N N N m N N N N N N N N N N N N N N N N N N M N M N N M N N a .3 U U U U Z U U U U U U U U U U U U U U U U U U U U U U U Q U J U U J U U < N Z Z Z Z!- Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z l L Z Z C 7 Z l L Z S a c c c c c c$° c c Z` ? 3 c E c 3 c c c c 0 0 0 C b b c c c c0 c0 0 0 0 C. C 0 N N A c c c c c c c 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1o Y C 2 C C ? A E 1 ?g O_ J ? U N N J N 5 m o o 10 o 0 o c m. C ^ <d m C N Y U to 2 2 2 t N 0 b cc - 2 2 2.2 2 t C13 CO d S 2 2 2 L 2 2 c n 2.4 2 2 2 L 2 2 _.! 2 Q (I U m m J J m 2 d 2 m 2 CO T3 C S C _ O v .? p 00 Z Z mo m.- .s U) ZZZ Z mp ZZ a ?Z ? $Z ? 0?0 V C', ?YN C C S , NNN O L Cd Nay C p(^yU ¢ ? y ¢%~Y 0 u?i O U [[ O c 7 y N J N J M N (? N t n A N N N m E J co N y [nmN O)(O?> 'D C Cn(n Z m yUA m m N ? N ?_ U co U -- m iD O co X m N•Y O-J N d (D CT m= (A _ m n Q) mm m N N O L L O O D 0) G, m m r rn S O c m N ? m J N = m O O O Q W= t O m M O N .D _O -'} O Oyu) tmUJ)- M? O O CO O (t+?7 m NMR r n rN u)? u)m M r U pp c} 1N? m m O? _ m mm O_ _, .c} X ?l c? O^ V m MlA O O) m u 7 O l(') yy mm u 7 ' Q V W u)`7rn0 n N Q NMUD ^ Nom-- mrUD ^ V '?fN O mQM mmm .-m m M OD CL N N M CL` ?n co O m m D O Co O ?A cy?O N '7 M m?A O O m M r O c0 O O Co n ?+7 <DO? 1? I? cc,?? N ?l?tO C'7 V cOD• V Of McO N ?l? O N 2 ' t m N m m O O p ( O. M ?cODbm `Q OM M my C. M av N M r V N 0 N•--c0 a? r at NN rnu) ?.-t c mr .-.-N NN?t V N $ 2 O ? W m co d O n U CO y J C7 Y c . z a> v y ? m $ e ?- -°? Y 2 b 2 m U oc C Q• m T c A i m m N O mm m 2 y O C J 7 C m 17 = C C rr y J 'rr 0 0 _ R7 S tC ` C 8 > W U LL C .,e lL m C M O C J ?` Q m N j CO T C N C A O> O ? 0 U¢ O M m m y c8 S C m> v d d m N ?. O O_ _ ` .y_. 'o 2 7 mO d- > LL Q m r'i Q 2 m o m° L Z m c O O L U m Y- '? 2 0 m e m oo j 0)T3 - Q V 3 y c0 .6 J o KS 3 <d U >. m ?O J m t0 > co a 2 y O L 2 2 y n' U O O Q L B : y ro y OOl 0 0 7 LL l U m _ C S m m m m °? N m y ( cc U m E m 1) as ? y? .. V. L U C m C ll.. 7 W CO CL C> O m 3 0? c _ o o ° ? a L E d Z O d t o o ym o m cl L o m y o co Om ai i - a (n-?1-O LLJm Q !-LLa -?000L JUZ? W> 20 1-(n J-? (A UAW Cc Oi;: (? V nR? (? rnrnf ` mOlOr mm to mm mOrm om r- OrnM V c } M N Mu) ? mNO L M nm ? m O c-6 pmt O to r_..c}} ?A Mm cD r0i :: N M C/ ? ? cy? o c ) }Q 310 ?c'7 (nom .C M m N Inn D ( 7 N V ? c h cc+?y m_ 7_ ' L u ) r -S N m O m N _O M m N m m L n ? Lo co ?o c" m . - - r ? fl ? ] co c' 7 O N LO -t Lo M r-- m 'o r- m m m p S S O y .p p p p ) g, S Lo S r c m g p p p p p p p p p p p p p 8 S O S S O S S S S S S S O O S O S S O rmnrrrrrrrrrmrmrmm rr rr p p p 5? 5 5?? 5 5?? O O 5 rnrn2frnrn3'i?irnrn rn Z mmm N N N rrr m mm co m N N co N m N N N ^rr rn r O N N N N N N N N N N N N N nr?^r?nnrrrrrr rrrrnr n n N N N N N N N N N N r^^rnnr^r n v. ^ ? ? 0 m n m rn A UA N Un UA r ? O ? O a`i m r m Un A E S n. w CL w a w a w 0 W O M N to cl a d E E 0 U V) Y '?. O 0 O y O O O O O O Q 'O ? V N LO NNNNNNN N u) [7 ? ul U co In In NNr CIJ U) In In In m In LO CL n co rrrrraJrNr mmmmmmm?m rrcDrrrcD mma0 mm mm N N N N N N N N N m N N N N N N N N _N 19 U N z U U U U U U U Nr? U 000000 z z z z z z z Q z z z z z z z c O c c: c c a A c c O O O O O N O 'v v c c c c c c 2 O O C 6 to O C t0 c0 [O `m t0 C R1 a) A . N N d N ? R1 ? v , ?M M ?M a:E ME ZE ZE?zZEzM z a) c J O ? > c n z Y m Z Z 53 m ac O > 7 N ? J= m (? O C N N p m O Z C¢ m O M J C J O o T3 N ? U= J -' c T iE x W a? a c O a p Va )t?W ") m `n a `Qi m c+) W O U _p O -? z a) m U a co m O o m _ °)? clj W Wma. O a) co O a rn^? W c7) M a a n n n¢ co In co m co .- co v Y1 clo ?-` LO 0 0) O O V O? O N c co m q ep cl) O M r 0 m O U . . q O gr ( 01 S S nOO ???}} W a r N c7 , NN N- N- r - N - r- W m?2 ?co m? V t0 V N d T m Q) C O N g z o c m m m? ca a .6 J d ? a (a Q) U V d d C Z O._ O__="O m 0 d 4_. Q > U U O [ O] 0 J'Z t ?C7 N O .y.. O N c u ? =02 1i1= (nom i a) a) c - Tc o _ 3 c' c ° ° c ?v? ca o m ?L c o -,¢ a CC -, o c a a 1E W2a¢mUC7o i td O a m ?¢m , aaaca l Loa-aaiz"t Loc)? "ate n c0 co I V N O C? O a0 co 0 L co r a7 c0 a7 O m O) co ? O <o C7 N N V o a V 33 R N m (? n \ O co N N O m i ((''?? ('7 'o ? m caD N n r, co co cco (c+?J 'Sc) co ('7 ?( 7(`O') ('? p cmOc Oo ) A N ?N ? ? ??(hco g SS g S p p SSSS S SS S S p p p p p p p S O O O O O O O O O $ .D W N N r r r N r N N ? p ( p C) c D O O O O r co 0 O co co O O O n n O O O O O O ? D r r r r r r r r r r n r r r r r rr ^ n ^ r o p o a DC oC ry ? m o fn 0 ? a z o g g Z N N ?. d Q W W Cr W O d N by rs QI Exhibits - D S R 5 1. Vicinity Map 2. Deed Map 3. Site Photos Access Agreements ? roa; k V U nvl its Caverns t ? ?e Vie. ? • N 0`, R T H ?,,' C• ?• V E ti ? 2027 .. i N Ya s AAA G reen Mtn \ t2t Ild .1 % l Wilson ' / s ,'•?. am i ? L s i DSR 5 1858 1 j o L Q, ! I N ; \ l V Pl. d/ W E M (? if I f Pend - 0 1,250 2,500 5,000 Feet Exhibit 1 McDowell County, NC CH2MH I LL Linville Falls, NC - U SGS Quad ?? DSR - 5 Blue Ridge G olf Course ? I '. .. ?..••-rte -, - .• r r 1.75A s25e7a v • a .. 9272" - . 5131 _ i 90,6 -- \ o 963 Limits 8017 z _ 1.02A 1 00 !/ 3 I , O 2179 r I cs4?i Q1J 27.__6 224 r2s . .. 2?s . c?;-;:s, ••7,^ 21J? 41?,,'?•: .,?}I ' F alz ?, . ?. 7l?68 797'14 P Y99 9tJS6? _ _\ d. - r S 221. 2ti r - > . 1 ?' • Vg .?, 09& 23!. „ Q92S - t 2rJ41 O4 • p/? ia'2 S4 ?u .A' q7,n• I ? ?ROO %? 2(?r n A _ 3+ ?• A?,R7 86n 3696 gS2a __._l ,. 2021 Debris Clean-Up Along the Channel 2? 6729( •' r _... .,. j. 179• .J799S y?e JQ41- , O tel... el r N GF) 69 / I 1 .y. 71n I 1 T T h ? 7676.1... ?._ Fk . .. ¢ ? ? 17 .1 6491 ,+ ,',•: li I i t 4421 l172` ' ` 521 .184 , r .174 ^ 16236 w • ?r.:. i 28F, '. 4146 ,..57 r .83 R ... _ I? 173 .5L ''?`'. 1'/?1?•olt.?. v ) 155 , is I ihi '76Y: --raw 67 T9 ? ---?, i' I •9A3 - ? , 1 ( 5622 % t , _ I p. 5396 050,-, (1.14A) I F;It?:G +?: dge ?`1Fac ' 9116 j ..? •• c .9234; i 68 69 . \ 60 36 i ti" 3.._ .. .OQ9. _._ ?. -- 29471 -- 9828 / pl ( 1 g P, 'si Qa+ 6s 194 r 77864 986 1?` r .+, O Z T29 ? 5 ? ? 5627 0 .7751 , °?r37S ?, 4690?- s ? 62 ?9 tt q ?, U1?t . ? -- .. ?8?/ I 1 t ^. 6! ? ? I ;447 ` r a SI. ? ' 330 6230 -4 I .45.?'f'19 .... I 4q tt /t 5870 .28A) (25.49A) ' i3 o ? 1648 3y ,q ' 5643 _ 766(: 5 _ 744 ' .37 r 1 8: P ? 5218 _ 1 ?t12E 1 ° 4905 5 05 E /r,9 n e,= • , T tt t . _ o- 1. ? e (1.99A) Z w '. 5942 2709 m ` 0L (14.56A) M 8594 (1 (7A) . , 333 . ' , , . tlv. .•.?? N43 48 -a a . ? s -a0(c -ti 000 . ?J yy, ti ?F s ? S3, 2331 tip` y s, ?? ,? a. o ? r 1129 ` ' ,4 57 i9 8(26 16 s . ? b sy .1 7,:949 %r 724 j ? 0 `? moo/ P 800 i .? 1 1'r /3700, 5787 I 221 •a t .'!(O) INOEXED / r DER ON ,10 4236" 1738 R 3.13 ?S60 o. u ??' ? ; 6113 1 N EXHIBIT 2 - DEED MAP DSR 5 - BLUE RIDGE GOLF COURSE 1"= 455' E EXHIBIT 3 DSR 5 - Blue Ridge Golf Course Photo 2 - Fairway. Rock and woody debris removal. Photo 1 - Bank erosion and debris removal. Photo 3 - Fairway. Rock and woody debris removal. Photo 4 - Debris, downed trees, and bank erosion just north of clubhouse. ACCESS AGREEMENT This Access Agreement is made between McDowell County and: Property Owner: Downing Blue Ridge LLC Street Address: 210 Blue Ridge Dr. Site B City/State: Marion, NC 28752 / McDowell County is requesting access to the property for the purpose of assessing and repairing damage to the streambank, stream channel, and floodplain that was caused by hurricanes Frances and Ivan. The repair efforts are being funded by the United States Natural Resource Conservation Service through the emergency watershed protection (EWP) program. The repair work will include some or all of the following elements: • Streambank Stabilization • Re-vegetation • Channel Relocation to Pre-Flood Location • Debris Removal McDowell County and the Property Owner agree: 1. Property owner grants permission to McDowell County and its contractors and agents to enter upon our land for the purpose of assessing and repairing the flood damage caused by Hurricanes Frances and Ivan. Additionally, this agreement includes the right of ingress and egress on the land for the purpose of maintaining the emergency works for the period of one year from the date of completion. 2. Property owner grants permission to McDowell County and its contractors and agents to conduct stream stabilization measures, which may include debris removal, stream bank stabilization using rocks, wood, and/or, mulching and seeding, and/or channel relocation. 3. McDowell County agrees to comply with local, state and federal laws applicable to the work, and further agrees to exercise due care and caution in the performance of all work on the Property. 4. This Agreement constitutes the entire understanding between the parties. All prior agreements or understandings, whether oral or written, are superseded. This Agreement may be amended only by a written document duly executed by the parties. 5. Emergency Watershed Protection measures are intended to repair flood damage to the stream and to return affected areas to pre-flood conditions. Repair and/or improvements to structures are not part of this EWP project. Damaged bridges, driveways, and eroded fields are not addressed by EWP measures. McDowell County and its contractors will strive to minimize impacts to adjacent properties. However, some impact may be unavoidable. The Property owner releases McDowell County and its contractors from liability for any damage incurred as a result of this work. 6. This agreement does not provide confirmation that the subject site is eligible for Emergency Funds, nor does it encumber funds for any repair work at this site. 7. Property owner agrees not to remove or modify constructed repairs, including vegetation, for one year from the date of completion. McDowe ounty or resentative Property caner By: By: G c'7 Date: 2- Date: 2-1 u1?1 ?i1-,tt3 . C:\Documents and Settin;s\Ptanning DepartmenttIvly Documents\Access Agreement (streatns)rev 2.doc3/15/2005 ----- 29 00 -B90 - LOT (ABC D I'R'S CF) UPDATE ABST (Y/N) NBH 5622 TtOflI -r0UNT-.000'0-a0026350 0UNT-.0 0 0 0 0 2 COMMENTS EXIS`T PROPERTY VALUES: BUTIMING: 7 8 8 7 6 0 NER: DOWNING BLUE E C OBXF: 1691040 LAND: 850100 MARKET: 3329900 ASSESSED: MATZION NC 28 75-2-- -07a 00 DEFERRED: IOR OWNS NKNOWI - RIDGE COUNTRY-=B DEL : ? RE CARDS : -7- CODE: NEW NOUICE _ LE? T/S BOOK /PAGE DEPATE INST STAMPS ABBREVIATED LEGAL DESCR 00566 0830 08H8 /1998 WD 8200.00 GOLF COURSE. UMB DIR STREET NAME TYPE SUFFIX STREET MUNI - - - U/M:2107 UPD:-07109/20P 004 9: 09:43 ANGTE TAXBILL 05/20/2005 16:16 8286520703 MC=4ELL INSPECTIONS PAGE V ACCESS AGREEMENT 5 Tble Access Agreement is made between McDowell County and: proOwner: Blue Rid Cohn club & Retsort LLC Street Address: 344 Hunnicutt Mountain Rd. City/State- Marlon NC 28752 McDowell County is requesting access to the property for the purpose of accessing and repairing damage to the stnambanlc, stream channel, and floodplain drat was caused by hurricanes Frances and Ivan. The repair efforts are being funded by the United States Natural Resource Conservation Service through the emergency watershed protection (EWP) program. The repair work will includo some or all of the following elements: o Streambank Stabilizadoa a Re-vegetation 9 Ch x=1 Relocation to Pro-Flood. Location • Debris Removal McDowell County and the Property Owner agree: l . Propegy owner grants permission to McDowell County and its contractors and agents to eater upon our land for the pugmso of assessing and repairing tho flood damage caused by Hwrricanas Frances and Ivan. Additionally, this agreement includes the right of ingress and egreas on the land for the purpose of maintaining the emergency works for the period of Otto year *= the date of completion. 2. property owner gmts permission to McDowell County and its contractors and agents to conduct stmarn stabilization measures, which awy include debris removal, strown bank stabilization using rocks, wood, and/Nr;t1(occaln>i$tatand o and fcdc&.rul and/or appilcablolto Chao. 3. McDowell County agrees to comply work, and further agrees to exercise duo care and caution in the pacfom=ce of all work on the Property. All prier 4. 'f'its Agmetnont constitutes the entire understanding between the pmtlcs. agmemonts or undo ntandirlgs, whether oral or written, are superseded. This Agreemcot may be amended only by a written document duly executed by the parties. 5. Emergency Watershed Protection measures arc intended to repair flood damage to the stroarn and to return of ectod areas to pro-flood oond.itions. Repair and/of Improvements to straottm are not part of this EWP project. Damaged bridges, driveways, and eroded fields are not addressed by EWP measures. McDowell Counts and its contractors will strive to minimize impacts to adjacent properties. However, some impact may be unavoidAble. 'rho Property owner released McDowell County and its contractors from liability for any damage Incurred as a result of this work. 6. This agreement does not provide confirmation that the subject site is eligible for Emergency Funds, nor does it encumber funds for any repair work at this site. 7. Property owner agrees not to remove or modify oonstruetod repairs, including vegetation., for one year flom the date of completion. MtDow County or Fie Atative Property Owner B . BY., Date: 2- S D"C• AA A- A~AawAane fe}.v?n+alrnv Tdaa 5/172005 --------------------------------- CF) UPDATE ABST (Y/N) Nt3H MAP BLK LOT (A D I R S , 1729 . 00 - 74 - 5131 A? C TfOf4:,I, N ------- =____-______ ACCER Tr0001MOO304 OCOi?MSNTS-E'X'IST ELPPRO OBXF: BLUE ICTOGE LAND: 3-94 HUNNICUTT MIN RD MARKET: ASSESSED: O0 DEFERRED: PRIOR USE: MODEL: SALE? T/S BOOK /PAGE DE D ATE INST STAMPS 00622 0806 08 11/2000 WD ABBREVIATED LEGAL DESCR .00 _ 244.00 AC NUMB DIR STREET NAME TYPE STREET X N HWY 221 ASHFORD --09 =1; o J. CTY : - U/M.0400 UPD:-04/25/20?05T 0: TAXBILL TY: FROM : BIueRidge Country Ctub FAX NO. : 828-756-4267 n ?[?ny 3?ro FCr ? 1 t' C7t17? May. 16 2005 02:17PM P2 c ?2?5 15: cl 82HF,520703 h4a?7.?t:.1, Irr.3F??.; .OtIS ACCESS AGREEMENT This Access Agt=zmt is made between McDowell County and: _Prop ry Owner: Ian at Blue Up LLC Sbwt Address: 550 S2quoyah Circle Ci! /Stdtc: Marion, NC 287S2 PAGE d2 McDowell County is requesting access to the property for the purpose of assessing and repuiritrg damage to the stroatztbank. strcar» channel, and floodplain that wa3 ca.uscd by hurt cartes Fran= and Ivan. 'fits repair clIbm are being funded by the Utlitcd States Natural Rosourec Contervation ScrviCo ttxougb the cmn:nicy watershed protection (EWP) program IU mpair work will in.lvde ruts or all of the fallowing ele:nopts:: • Strc? Stabilization + Ke-vcgct,>tion a Cha mel Relocation to Prc-Flood Location • Debris Rinnoval McDowell County and the Property Owner attee: 1. Property owner grants perntinian to McDowell County and its =Wactors and agcots to enter upon, our land for the purpose of assessing and repairn it the flood damages caused by Ifunicanes Prances and lvsrt. Additi?y, this agroematt neludcs the riot of ingress And egr+s on tho land for the purpose of maintaining the emergency works for ft period Oro" year from the date ofcompletion. 2. Noperty awnet gr=ts pormission to hicMwell Cotmty and its contractors and agents to cooduct stream stabilizatlon rtAuures. which may incluela debris ranoval, Worm bank stabilizetiou usbag rooks, wood, tutdlor, mulching and seeding, aadlor cbsnnel relocation. 3. McDowell County agrees to comply with local, sate and fix krd laws applicable to the work. cud fitrther agues to exercisa due case and caution in the pcKormanoo of all work on rho property. 4. 'this Agroe moot cotlsducs the e>1tirv understanding between the parties. All prior sfrMetas or bade um&ngs, whether oral orwrittcu, w sapascdcd- TIiis AvcmWt: nary be amcadod only by a written docurrrcat dubs executed by the parties. 5. E crFncy WALtrshad ptotccion measures are latcoded to repair flood damage to the stm= and to room affwtcd ar= to pro-flood conditions. R,epuir andlaz improvements to strucam ore not part of this EWP project. Dmuctd bridges, driveways, and cnxlcd fields aro not add:sssc4 by EWP =esum* McDowell County any its oontracton wilt strive to Minimize impacts to ganent propcrtic& however, snare impact may be unavoidable. The property oAmor teka€es McDowell County aAd its com utors from liability for and damage incurred as a result of this work. 6. Thi: agrcc=at does oat provide coufir>xratiamlbat the subj"x tsite is trafor Emergency Funds, nor does it Cneumber funds for any repair ? i u site. 7. Property owneragreesnot to rcmOvc cu mO&fy construc mpars.stlis ingvegctution for one year frarn the date of contplatiaa, o uN? u qty nNro Mcvow ,a0ty or Its ntAttve Property tarv?er By: ??Ze I i , ??j ate: r Date' D . l A:?.4crnsA&EVctriont(soas U)MV2.doc 5116/2005 1729 . 90 00 -EL - OT _-----(AA-C,DDUI,R,S,CF) UPDATE ABST (Y/N)---- NBH--- ER T-000-01aQ038445 OWN INN AT nuu!r-RTLXM ulC PRIOR USE: MODEL: r0 0 __ _ DEFERRED; SALE? TLS BOOK /PAGE OE?D,?A 04 IWDT STAMPS 1650.00 ABBREVIATED LEGAL DESCR - .5. 78 AC NUMB T 00786 DIR STREET NAME TYPE SUFFIX SIREET 7- HWY 221 ASHFORD TVJN5fi7'P : -H9 CT CTY: - - - U/M.3905 UPD:-0331 2005 :44 MEMSSA TAXBILL r--- PRO 577140 OBXF: 1.92 10 LAND 550 SEQUOYAH : MARKET: ASSESSED: 739110 !!T l1T !t .\1 Exhibits - DSR 7 1. Vicinity Map 2. Deed Map 3. Site Photos Access Agreements ford ?o Upstream Project Limits r f?. J c??NcN it - ?,o :;4 Doi Ilk Mtn a r `,r DSR-71 ? j -- ?Z ?: •x . , a 2351 Downstream Project Limits r C: 0 V L- i --?, - , T r f1? < H S ?y I. /Vit • u W E - `` Pinnacle S ) 0 1,250 2,500 5,000 Feet Exhibit 1 10 McDowell County, NC CH2M H I LL Ashford, NC - USGS Quad 41111W DSR - 7 Brown 120 = 333 a , IL31At 1177E .(D 361' 215 5125 934 uv , - A t1.75A) - 2110 - .. - ---- - -.- 809 98 - ri 41 _ 13.34A1 ?????iii J ` 1 314 I t 3899 I E898 2.3011)" )) 58 785 3823 _ 122641 . ! n7.ew 5619 -I X64 J ( 12A1 I14. 2A) 12.5841 546 0 2592 (o 8551 (2.86A) -11.6741 8335 1.24A) 4396,.' a J2 2 4212 ?p0 ,+ 074 (12on1 I 2174) CE3E T 1. Al 11 R7 813 0. 16.76Af u-2uI Q - = 6062- ' 4 `914 (6.09A1 6943 7766 3846 ! y I 28? 1.30° 2.J3A1 13.1941 1 `.5608• 2ST1 e7e5 ;8696 89 _ t 967 J 4.,,4 Aq?(20.04A) 0 4`a,'%71 a rAl (216f)A1 i 7407 42p5 ?78 _ I c26Alr.,? 8339 V s.1 z a 1 129641 I 5360 - i 72JB . IL6641 '11.09A 6255 722 . ' 8272 /y r 3 •.r? ' c4 2241 ?r .A,? 'fib 5 ?. 131{FNER IIE140RIAL .?. l 8068 ,' X ° ti 2 BAPTISE GAA2171 _ _ E h . ,59 6 ? ?99T- 112 40A 1 ?? - 1.364 r Upstream Project Limits a 4911 j (1.1 A) 27876 3,71 795 6170 3 ?9 ng5 I1176?iI I J'•4 , 4791 2 Y1166AI 559149668 ?I 270 6600 '16 c. ,7 ?^/?/ 1027 >6 7 ' ,,4519 s? a 11A 0 2467J I 4308 6389,? ?? 0314 ` L '1 1 B 11.9SA1 ?Q 1 Ht eio 1.z5e Lao 6 1 6231 .^ 3217 3= 2234 ?ebri SCYI val Along Ch he 6i1A1 (194A1 ' 20 15 ;.2 N3 3199 loo 9121, 2.030 1140 - - - --- -• -- --- - -- -- Ell 9909 1,210 eooz... 12 - 49-fir, 161141 i ?..._- 12 ?AI• 1.780 ?i. ,6950 lb 41. t9o ., /+rq (1454) 1C' 4932 /so / 11.7141 ? ze62 9871 7745 n yl}eo 0? 1t _ ?1.1 A I 6641 I 1 LE6o 9627 0.'41 t1 q 40 . OAI \ ,N. Q J -i. 7 q drl 8528'.. r, ////(° 0 6537 ( r? 32 (.U `/ A 17 WA) 9 . - 1 C'7 '?? 11.061 - • ?re?i -r .. 17•i;', (1.264 24 ss \ '. 11.104122- 'd"^ !, J7 rM1 (7.174) 1.104) .,26 '711 `O(7,?yY 1....• . ?f. a1 \ 121.14 I 116311 6282 JJJJ `?nar ww?r? r 024 .? ) ., 79 4 0 3912 ,•? Y ? ?•? r ' ? (2.744) 1.04A- aO •?,• / / LT(? S87AI 1724 151.654 609 8678 AT 2543 ( J? ? u NJ ?r 9376. 4394 es 529 R? -___.-_ ---_- 1, -- MAW - - I' 3962 3823 > `1502_ / 2739 dL [ - 1600 JO t.NT DEPARTIC E5 I CO) r? ? 116541 ? ? ?7? f2J A) s 2338. ,. ? 422 No Access 1 (69e \ I ie 5 0 45 62A1 10193 I _....- - -- 1 -- --- -_ - 117.02A L_ - T,N1ED STATES CF AIEIKA Downstr am Project Limits (11ATCML F 'ST SERVICE) 48 ).660 o i I Webb /,7" qg cvo? ?'l ?J t? ,-414SA) i C' 6358 Y I(e.oeAl i MEXE6 ON 1727 i 1123 1 1 EXHIBIT 2 - DEED MAP DSR 7- BROWN PROPERTY 1" = 710' Photo 2 - Bank erosion. EXHIBIT 3 DSR7-Brown Photo 1 - Bank erosion and debris removal. Photo 3 - Debris removal. Photo 4 - Debris removal. •i ?f ACCESS AGREEMENT This Access Agreement is made between McDowell County and: Property Owner: Henry Sewell & Wilda E. Brown Street Address: 2114 Buckingham Rd. City/State: Raleigh, NC 27607 McDowell County is requesting access to the property for the purpose of assessing and repairing damage to the streambank, stream channel, and floodplain that was caused by hurricanes Frances and Ivan. The repair efforts are being funded by the United States Natural Resource Conservation Service through the emergency watershed protection (EWP) program. The repair work will include some or all of the following elements: • Streambank Stabilization • Re-vegetation • Channel Relocation to Pre-Flood Location • Debris Removal McDowell County and the Property Owner agree: 1. Property owner grants permission to McDowell County and its contractors and agents to enter upon our land for the purpose of assessing and repairing the flood damage caused by Hurricanes Frances and Ivan. Additionally, this agreement includes the right of ingress and egress on the land for the purpose of maintaining the emergency works for the period of one year from the date of completion. 2. Property owner grants permission to McDowell County and its contractors and agents to conduct stream stabilization measures, which may include debris removal, stream bank stabilization using rocks, wood, and/or, mulching and seeding, and/or channel relocation. 3. McDowell County agrees to comply with local, state and federal laws applicable to the work, and further agrees to exercise due care and caution in the performance of all work on the Property. 4. This Agreement constitutes the entire understanding between the parties. All prior agreements or understandings, whether oral or written, are superseded. This Agreement may be amended only by a written document duly executed by the parties. 5. Emergency Watershed Protection measures are intended to repair flood damage to the stream and to return affected areas to pre-flood conditions. Repair and/or improvements to structures are not part of this EWP project. Damaged bridges, driveways, and eroded fields are not addressed by EWP measures. McDowell County and its contractors will strive to minimize impacts to adjacent properties. However, some impact may be unavoidable. The Property owner releases McDowell County and its contractors from liability for any damage incurred as a result of this work. 6. This agreement does not provide confirmation that the subject site is eligible for Emergency Funds, nor does it encumber funds for any repair work at this site. 7. Property owner agrees not to remove or modify constructed repairs, including vegetation, for one year from the date of completion. McDowell Co my or Representative Property Oi"er By: .? ?,? By;i' 2lLlcv?-- 0t? Date: ?v / Date: / C 1 /?'y A:\Access Agreement (streams)rev 2.doc 5/19/2005 -------------------------------------------------------------------------------- 1A28 00 -B52 - LOT (ABC DUI, R, S, CF) UPDATE ABST (Y/N) NBH 5297 A:I ACC6UNT-0 0 0*0? 0 0 22 0 7 9 COM- -MNTS T OWNER: BROWN HENRY S E. PRIOR USE: MODEL: PROPERTY VALUES: StIlljOING: - 78250 OBXF: 92t 0 LAND: 2114 BUCKINGH1*1 ROAD MARKET: 1424 0 0 ASSESSED: 121-910 00 DEFERRED: 20490 50 lo-z 00090 NORTH COVE S: I- NEW NOTICE CODE: SALE? T/S BOOK /PAGE DEED ATE INST STAMPS 00405 0749 01/011989 WD ABBREVIATED LEGAL DESCR .00 PERH.S.BROWN L CHANGED ACE SURVEY 96 44 36 Ac NUMB DIR STREET NAME TYPE SUFFIX SIREE1 T- HWY 221 _ CTTTY: - U/M:5001 UPD:-05705/200 TAXBILL ("lay 'Z4 05 ?J4:bL)p p.Z voicrlcuu? ?o:vn nZn0'3Znr0.r KAU-tLL LN5PECUUN5 PAGE 01 N3 AM= Amt is ACCESS AGREEMENT ands btxw rtY an McDowell County Pro Winer: JameS C. & Reva G. L'o'on Slrtxt AddrLSS: 1708 Seward Dr. C' 15tatt: Johnson Ci 7N 3760 ) MCDOWeII County 6 rzquesfing tuxess to the prope^ to the strearnbanlc, str=m chart? and dJsiq th t for the putDose of assessing and repairing damage trpaJr efforts are being funded by y t the United States tat was caused by but icants Frances and Ivan. The crnc cY watershed Neural Resource Cousorvatioq Service through the protection (EWP) program following elamcats: The repair WOeK will include come or tat of the Streambank StabiIiatiou a Ro-vegetation • Channel Relocation to Pro-Flood Location • Debris Removal MCUowell County and the Property Ovmcr agree: 1. Property owner grunts permission to McDowell County and its contractors and agents to enter upoa our land for dw purpose Of Lssessing and repairing the flood damage caused by Hurricanes Frances and [van. Additionally, this agroemcnt includes the right of ingress and egress on the land for the purpose of maintaining the emergency works for the period of one year from the date of completion. 2. Property owner grants permission to McDowell County and its contractors and agents to conduct stream stabilization measures, which may include debris removal, stream battle stabilization using ticks, wood, and/or. mulching and seeding, and/or channel relocation. 3. h1cDowell County egrets to comply with local, state and federal laws appllcable to the work, rind further agrots to exercise due care and caution in tho performance of all work on the Property. 4. This Av=m=t constitutes the entire; undctatanding between tiro parties. All prior agreetnttus or understandings, whether oral or written, are superseded. This Agreement may be amended only by a written document duly a xCCUttd by the parties. 5. Emergeacy WatersW Protection measure9 at intended to repair flood damage to the, stream and to trturu affected areas to pre-flood conditions. Repair and/or improvements to smwturts are not part of this EWF projoct. Darnagcd bridges, driveways, and eroded fields are not acldreasW by EWP measures. MCDowOll County and its contras will strive to minimize impacts to adjacent properties. However, soma impact may be unavoidable. The Property owner relo&ws. McDowell County and its contractors from liability for any damage incurred as a result of this worts. 6. This agreement does Oct provide confumatiort that the subject site is eligible for Emergency Funds, nor does it encumber funds for nay repair work at this site. 7. Property owner agrees not to remove or modify constmcted repairs, including vegetation, for one year from the date of completion. McDovrcil Coaaty or IE?reatribtlye Property By: ?? GG su By: Datc: f 2.S aJ Data: ,&AAcccss Ap=rncnt (strcama)rcv 2.dOc 511912005 -------------------------------------------------------------------------------- MAP BLK LOT (A C D I, R, S, CF) UPDATE ABST (Y/N) NBH 1728 . 00 - 63 - 8528 AtTfOfq I N Accol 00010T4285186 -COI-=- NTS T PROP . OWNER: 1,0=11 REVA F. OAPIES N OBXF: J-708 SEMARD OR LAND: 25920 PRIOR USE: MODEL: MARKET: 25920 ASSESSED: 9000 UOTINSCIN CITY TN 31601-0000 DEFERRED: j-6920r- OWNER: USE KNOWIT-- COVE -a10 CARDS: J.- NEW NOTICE CODE: SALE? T/S BOOK /PAGE DEED pATE INST STAMPS ABBREVIATED LE AL DESCR 0 365 0149 02/01/1987 WD 1000.00 CALDWELL LD 365149 NUMB DIR STREET NAME TYPE SUFFIX STREET MUNI CTTY : 9- - U/M:9700 UPD:-03/30/2000412: TAXBILL 05/20/2005 13:52 8286520703 MCDOWELL INSPECTIONS ACCESS AGREEMENT 'Phis Access Agrcom=t is made between McDowell County and: Property Owner. Thomas H. & Linda S. Brown 7 Street Address: 15995 US 221 North City/State: Marion, NC 28752 PAGE 08 McDowell County is requesting access to the property for the purpose of assessing and repairing damage to the streambank, stream channel, and (loodplain that was caused by hurricanes Frances and Ivan. The repair efforts are being funded by the United States Natural Resource Conservation Service through the emergency watershed protection (EWP) program. The repair work will include some or all of the following elements: • Streambank Stabilization • Re-vegetation • Channel Relocation to Pre-Flood Location • Debris Removal McDowell County and the Property Owner agree: 1. Property owner grants permission to McDowell County and its contractors and agents to enter upon our laud for the purpose of assessing and repairing the flood damage caused by hurricanes Frances and Ivan. Additionally, this agreement includes the right of ingress and egress on the land for the purpose of maintaining the emergency works for the period of one year from the date of completion. 2. Property owner grants permission to McDowell County and its contractors and agents to conduct stream stabilization measures, which may include debris removal, strearn bank stabilization using tucks, wood, and/or, mulching and seeding, and/or channel relocation. 3. McDoweU County agrees to comply with local, state and federal laws applicable to the work, and further agrees to exercise due care and caution in the performance of all work on the Property. 4. This Agreement constitutes the entire understanding between the parties. All prior agreements or understandings, whether oral or written, are supersoded. This Agreement may be amended only by a written document duly executed by the parties. 5. Emergency Watershed Protection measures are intended to repair flood damage to the stream and to return affectod areas to pro-flood conditions. Repair and/or improvements to structures are not part of this EWP project. Damaged bridges, driveways, and eroded fields am not addressed by EWP measures. McDowell County and its contractors will strive to minimize impacts to adjacent properties. However, some impact may be unavoidable. The Property owner releases McDowell County and its contractors from liability for any damage incurred as a result of this work. 6. This agreement does not provide con umation that the subject site is eligible for Emergency Funds, nor does it encumber funds for any repair work at this site. 7. Property owner agrees not to remove or modify constructed repairs, including vegetation, for one year from the date of completion. McDow County or presentative Prop" Owner By: lay ?f J q Date: ?r Data: fjla? A:W.ccess Agrcemwt (su=s)rev 2.doc 5/19/2005 kA 1,x,b,uy) ueVA'I'i4 AUT tY/N) Nbli 1718 . 00 --74 - 0960 A?f&U: I N ..ca=nsxsaa=aT?sxa?s?' s.==ate ssam --------- =a ======= EM ====-=a ACCOUNT-. 000 170 ENTS-EX-M PROPS 65590 Q, OWNER : BROWN IT , E F = LAND Z.;OADU tij Aggg s - co 15995 Us 221 NORTH 9"99 00 DEFT • I}s a PRE OR 0 5 0 R VNIR -- MODEL: = Slrl CONSTICUCl`iC [`aRnG- COVE SALE? T/S fl0357/OA7 OB?01 1986 INNSST STAMPS .QO ABBREVIATED LEGAL DESCR NUMB DIR HW4YYE2 1 ASHFORD TYPE SUFFIX -0_3- CTY: _ - U/M:5 Ql UP17:-12 1=1999:43 TAXBILL m FS M U W CL H J J W 3 O A U t'7 m N Ln tD m N m N L17 Cr7 .-1 Ln m co N m N Lo m ACCESS AGREEMENT This Access Agreement is made between McDowell County and: Pro ert Owner: Dover Andrews Street Address: 6281 Old Linville Rd. City/State: Marion, NC 28752 McDowell County is requesting access to the property for the purpose of assessing and repairing damage to the streambank, stream channel, and floodplain that was caused by hurricanes Frances and Ivan. The repair efforts are being funded by the United States Natural Resource Conservation Service through the emergency watershed protection (EWP) program. The repair work will include some or all of the following elements: • Streambank Stabilization • Re-vegetation • Channel Relocation to Pre-Flood Location • Debris Removal McDowell County and the Property Owner agree: 1. Property owner grants permission to McDowell County and its contractors and agents to enter upon our land for the purpose of assessing and repairing the flood damage caused by Hurricanes Frances and Ivan. Additionally, this agreement includes the right of ingress and egress on the land for the purpose of maintaining the emergency works for the period of one year from the date of completion. 2. Property owner grants permission to McDowell County and its contractors and agents to conduct stream stabilization measures, which may include debris removal, stream bank stabilization using rocks, wood, and/or, mulching and seeding, and/or channel relocation. 3. McDowell County agrees to comply with local, state and federal laws applicable to the work, and further agrees to exercise due care and caution in the performance of all work on the Property. 4. This Agreement constitutes the entire understanding between the parties. All prior agreements or understandings, whether oral or written, are superseded. This Agreement may be amended only by a written document duly executed by the parties. 5. Emergency Watershed Protection measures are intended to repair flood damage to the stream and to return affected areas to pre-flood conditions. Repair and/or improvements to structures are not part of this EWP project. Damaged bridges, driveways, and eroded fields are not addressed by EWP measures. McDowell County and its contractors will strive to minimize impacts to adjacent properties. However, some impact may be unavoidable. The Property owner releases McDowell County and its contractors from liability for any damage incurred as a result of this work. 6. This agreement does not provide confirmation that the subject site is eligible for Emergency Funds, nor does it encumber funds for any repair work at this site. 7. Property owner agrees not to remove or modify constructed repairs, including vegetation, for one year from the date of completion. McDowell County or Representative Property Owner By: By: Date: ZZ) Date: . ----- . -............7 !1M 5/17/2005 -- BLK LOT------ tCiD R, S, CF) ---------- (A UPDATE ABST (Y/N) Ntsn 4AP L728 . 00 - 41 - 4322 ( ------ ?CCOUN ---------- ----- T`-000*=35558R - PROP 21670 AND G OWNER: ANDREWS : 20000 L MARKET: 454 6 0 ASSESSED: 152-0000 DEFERRED: PRIOR OW =OWIT COVE MODEL : 5 0 R - 't CARDS : -J.'- CODE: - SALE? T/S BOOK /PAGE DEED 00 DATE INST STAMPS ABBREVIATED LEGAL DESCR 00000 - . U.5 Au NUMB DIR STREET NAME TYPE X T- lTTllsH tP : 0 9 CTY: SR 1560 U/M:5001 ijPD:-06/30/20: TAXBILL ACCESS AGREEMENT This Access Agreement is made between McDowell County and: Property Owner: Fate Brown Heirs c/o Margaret Blankenship Street Address: 730 Forest Hill Dr. City/State: Marion, NC 28752 McDowell County is requesting access to the property for the purpose of assessing and repairing damage to the streambank, stream channel, and floodplain that was caused by hurricanes Frances and Ivan. The repair efforts are being funded by the United States Natural Resource Conservation Service through the emergency watershed protection (ENVP) program. The repair work will include some or all of the following elements: • Streambank Stabilization • Re-vegetation • Channel Relocation to Pre-Flood Location • Debris Removal McDowell County and the Property Owner agree: 1. Property owner grants permission to McDowell County and its contractors and agents to enter upon our land for the purpose of assessing and repairing the flood damage caused by Hurricanes Frances and Ivan. Additionally, this agreement includes the right of ingress and egress on the land for the purpose of maintaining the emergency works for the period of one year from the date of completion. 2. Property owner grants permission to McDowell County and its contractors and agents to conduct stream stabilization measures, which may include debris removal, stream bank stabilization using rocks, wood, and/or, mulching and seeding, and/or channel relocation. 3. McDowell County agrees to comply with local, state and federal laws applicable to the work, and further agrees to exercise due care and caution in the performance of all work on the Property. 4. This Agreement constitutes the entire understanding between the parties. All prior agreements or understandings, whether oral or written, are superseded. This Agreement may be amended only by a written document duly executed by the parties. 5. Emergency Watershed Protection measures are intended to repair flood damage to the stream and to return affected areas to pre-flood conditions. Repair and/or improvements to structures are not part of this EWP project. Damaged bridges, driveways, and eroded fields are not addressed by EWP measures. McDowell County and its contractors will strive to minimize impacts to adjacent properties. However, some impact may be unavoidable. The Property owner releases McDowell County and its contractors from liability for any damage incurred as a result of this work. 6. This agreement does not provide confirmation that the subject site is eligible for Emergency Funds, nor does it encumber funds for any repair work at this site. 7. Property owner agrees not to remove or modify constructed repairs, including vegetation, for one year from the date of completion. INICDowel ounty or Representative By: GE' J , Date: Property Owner lx, , By Date: - '?2 l- S C:1Docuntents and SettingsTlanning Department\My Documents\Access Agreement (streams)rev 2.doc3/15/2005 --------------------------------------------------------- BST (-------------- :8 00 -B63 - 32064 (ACTiOfl: , R, S, CF) UPNATE AST Y/N) NBH nR T-000l't368908 E - PROP 67750 IRS OBXF: 630 44U . - - 1m -SAS- LAND: 1580t 730F URE S - MARKET: 841-80 ASSESSED: 00 DEFERRED: OR OWNER: NNOWN- ,EL : 17 R R-? N1311: 00090 NORTH SUR CONSTRUCTION CARDS : -Y'- COVE NEW NOTICE CODE: E? T/S BOOOK /PAGE DEED DATE INST STAMPS MB ABBREVIATED LEGAL DESCR 00 DIR STREET NAME TYPE SwIREET X vVN HWY 221 CTTY - - EXEMPT-DA?L, U/M:5001 UPD:-03 20/2003 10:55 MIMTSS7? TAXBILL ACCESS AGREEMENT 7 This Access Agreement is made between McDowell County and: Property Owner: Lewis Ray Andrews Street Address: 6333 Old Linville Rd. City/State: Marion, NC 28752 McDowell County is requesting access to the property for the purpose of assessing and repairing damage to the streambank, stream channel, and floodplain that was caused by hurricanes Frances and Ivan. The repair efforts are being funded by the United States Natural Resource Conservation Service through the emergency watershed protection (EWP) program. The repair work will include some or all of the following elements: • Streambank Stabilization • Re-vegetation • Channel Relocation to Pre-Flood Location • Debris Removal McDowell County and the Property Owner agree: 1. Property owner grants permission to McDowell County and its contractors and agents to enter upon our land for the purpose of assessing and repairing the flood damage caused by Hurricanes Frances and Ivan. Additionally, this agreement includes the right of ingress and egress on the land for the purpose of maintaining the emergency works for the period of one year from the date of completion. 2. Property owner grants permission to McDowell County and its contractors and agents to conduct stream stabilization measures, which may include debris removal, stream bank stabilization using rocks, wood, and/or, mulching and seeding, and/or channel relocation. 3. McDowell County agrees to comply with local, state and federal laws applicable to the work, and further agrees to exercise due care and caution in the performance of all work on the Property. 4. This Agreement constitutes the entire understanding between the parties. All prior agreements or understandings, whether oral or written, are superseded. This Agreement may be amended only by a written document duly executed by the parties. 5. Emergency Watershed Protection measures are intended to repair flood damage to the stream and to return affected areas to pre-flood conditions. Repair and/or improvements to structures are not part of this EWP project. Damaged bridges, driveways, and eroded fields are not addressed by EWP measures. McDowell County and its contractors will strive to minimize impacts to adjacent properties. However, some impact may be unavoidable. The Property owner releases McDowell County and its contractors from liability for any damage incurred as a result of this work. 6. This agreement does not provide confirmation that the subject site is eligible for Emergency Funds, nor does it encumber funds for any repair work at this site. 7. Property owner agrees not to remove or modify constructed repairs, including vegetation, for one year from the date of completion. McDowell ounty or Re r sentative Property Owner By: By:_f&' JJ_V'M Date: r? n t Dater- A:\Access Agreement (streams)rev 2.doc 5/19/2005 --------------------------------------------------------------------------- ----- 1728 . 00 -B41 - 50379 (A?TfOfl:I S,CF) UPNATE ABST (Y/N) NBH --------------- CCtiLTIvT I'-- 0 0 0-0t 0 0 0 -- JWNER : Aid S RAY PPROPERTY VAtUES: "G: 69220 OBXF: IS 10 LAND- 6333 ol'i tiNvilils ROAD MARKET: 85 13 0 ASSESSED: 00 DEFERRED: PRIOR OWNER: NM0=`-- JSE: 50 RURPM - E COVE MODEL: Dz SFIZ CONSTRUCTION CARDS: ?1. NEW NOTMICE CODE: SALE? T/S BOO85/P 0034 GE 03ZD171988 INSDT STAMPS 1.00 ABBREVIATED LEGAL DESCR - .92 AC NUMB DIR STREET NAME TYPE SUFFIX STREET VrCNT- "--"F ?• - U/M:5001 UPD:-01/08/19999 8: TAXBILL ACCESS AGREEMENT This Access Agreement is made between McDowell County and: Property Owner: Blair Steven & Laurie Jane Miles Street Address: 15810 Hwy 221 North City/State: Marion, NC 28752 McDowell County is requesting access to the property for the purpose of assessing and repairing damage to the streambank, stream channel, and floodplain that was caused by hurricanes Frances and Ivan. The repair efforts are being funded by the United States Natural Resource Conservation Service through the emergency watershed protection (EWP) program. The repair work will include some or all of the following elements: • Streambank Stabilization • Re-vegetation • Channel Relocation to Pre-Flood Location • Debris Removal McDowell County and the Property Owner agree: 1. Property owner grants permission to McDowell County and its contractors and agents to enter upon our land for the purpose of assessing and repairing the flood damage caused by Hurricanes Frances and Ivan. Additionally, this agreement includes the right of ingress and egress on the land for the purpose of maintaining the emergency works for the period of one year from the date of completion. 2. Property owner grants permission to McDowell County and its contractors and agents to conduct stream stabilization measures, which may include debris removal, stream bank stabilization using rocks, wood, and/or, mulching and seeding, and/or channel relocation. 3. McDowell County agrees to comply with local, state and federal laws applicable to the work, and further agrees to exercise due care and caution in the performance of all work on the Property. 4. This Agreement constitutes the entire understanding between the parties. All prior agreements or understandings, whether oral or written, are superseded. This Agreement may be amended only by a written document duly executed by the parties. 5. Emergency Watershed Protection measures are intended to repair flood damage to the stream and to return affected areas to pre-flood conditions. Repair and/or improvements to structures are not part of this EWP project. Damaged bridges, driveways, and eroded fields are not addressed by EWP measures. McDowell County and its contractors will strive to minimize impacts to adjacent properties. However, some impact may be unavoidable. The Property owner releases McDowell County and its contractors from liability for any damage incurred as a result of this work. 6. This agreement does not provide confirmation that the subject site is eligible for Emergency Funds, nor does it encumber funds for any repair work at this site. 7. Property owner agrees not to remove or modify constructed repairs, including vegetation, for one year from the date of completion. McDowell County or Representative Property Ow9fWQ,e' J By: By: 66!?J_t Date: V Date: -S/U A:\Access Agreement (streams)rev 2.doc 5124/2005 -------------------------------------------------------------------------------- MAP BLK LOT (A C D I,R,S,CF) UPDATE ABST (YIN) NBH 1728 00 - 41 - 2739 A?TtOfi: I N =BUNT-00010-t?0029307-COi-7=NTS T PROPERTY VALUES: . OWNER: rlitES S JA OBXF: LAND: MARKET• 25860 ASSESSED: 28152-0000 DEFERRED: PRIOR OWNS JSE : 50 MODEL: '00 IS SALE? T/S BOOK /0622 DEED8?2000 INSDT STAMPS 00607 NUMB rwn :09 :TY: - ABBREVIATED LEGAL DESCR .00 DY CHANGED ACERAGE PER SURV- DIR STREET NAME TYPE STREET X N? HWY 221 CTTY: EXEMPT U/M:5000 UPD:-019/2000 - 09:32 DES TAXBILL J --- ------ ---- ----- --- --- B4---2-----0------------------ (A-C D-I,R,S,CF) UPDATE ABST (Y/N)----NBH--- 1728 . 00 - - 4394 ACTfOfl: I N COUNT--00017a0029307 COMMNTSEXtST PROPERTY VALUES: BUT1,1.)ING: DWNER: MIDES S JA OBXF: LiANE LAND: MARKET: ASSESSED: MATZION Nu 00 DEFERRED: ?RIOR OWNER: 0000000220/9 _ ROWN RY ELL & WILDA E. COVE 40DEL: ?0 VACANr CARDS: -Z- CODE: NEW NOTICE _ SALE? T/S BOOK /PAGE DE?D I?ATE INST STAMPS ABBREVIATED LEGAL DESCR 00627 0058 10 05/2000 WD .00 _ NUMB DIR STREET NAME TYPE STREET X // . 45 Ac ?- US HWY 221 N vINSIP: 09 =y: EXEll 'T Y:1 - _ _ U/M:5000 :09 SUM TAXBILL J Exhibits - DSR 8 1. Vicinity Map 2. Deed Map 3. Site Photos Access Agreements Knob w ?w a r ford, ! ?\?v o _ 14 GLIr4o ,rG ONEYQUTr _.BM. r _?? , • ?,, V?^??? - I -. • t. Qo j Upstream Project Limits Tunnel O --.? 1 DSR 8 l t -' - %, :$ 0 V, , S . 7, 1 •North Cove Downstream Project Limits N ?• y _?z?1o k,l \W E? -ti 0 1,250 2,500 5,000 Feet Exhibit 1 McDowell County, NC CH2M H I LL Ashford, NC - USGS Quad ?? DSR - 8 North Cove Fire Department - South 7j,- -64 N ']4 C )s r/../ R . c IJ 1?1 i i / 368f;? ? ? p'?ExFp „? 4{) / CD 6 i, raro a J'`TD i I1.19/? f` 385 ?S 1 16 Yn 94a4 I /y a?za 1` 6.cga 9;y, 14?` IAQ? ,f I.IG° EXHIBIT 2 - DEED MAP DSR 8 - NORTH COVE FIRE DEPARTMENT 1" = 770'