The URL can be used to link to this page

Home My WebLink About20090007 Ver 1_401 Application_20081208 . . . AL T AMONT ENVIRONMENTAL, INC. ENGINEERING & HYDROGEOLOGyl 50 COLLEGE STREET, ASHEVILLE, NC 28801 TEL. 828.281.3350 F AC. 828.281.3351 www.altarnontenvironrnental.com ~~@[gnw~@ DEe 2 9 2008 I.lIe?J Jl"~s - WATERQUAUTY .....,"'"1.1 AND STORMwAlER BRANcH December 22, 2008 09-0007 Ms. Liz Hair US Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 Ms. Cyndi Karoly NCDENR, Division of Water Quality 401 Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 (\PAIP ~ - Ms. Linda Wiggs NCDENR, Division of Water Quality Asheville Regional Office 2090 U.S. Highway 70 Swannanoa, NC 28778 Mr. David McHenry NC Wildlife Resource Commission 20830 Great Smoky Mountain Expressway Waynesville, NC 28786 Subject: Reach 3, North Pacolet River Streambank Stabilization and Riparian Corridor Restoration Project Polk County, North Carolina Dear Colleagues: Enclosed please find the pre~construction notification (PCN) for the Reach 3, North Pacolet River Streambank Stabilization and Riparian Corridor Restoration project located in Polk County. The goal of the project is to stabilize and restore rapidly eroding streambanks existing within the degraded stream channel and to enhance and preserve the poorly vegetated riparian corridor on either side of the river. Work applied for in this permit includes streambank restoration and stabilization, and riparian corridor vegetation enhancement. Assessment, design, permitting, and construction of this project is being funded primarily by North Carolina Clean Water Management Trust Fund grants that have been awarded to the Polk County Soil & Water Conservation District (PCSWCD). Matches for grant funding have been provided by area residents through the donation of permanent conservation easements on properties that border the North Pacolet River, and by in-kind matches of labor and services by PCSWCD and the design consultant, Altamont Environmental, Inc. The project area consists of approximately two miles of the North Pacolet River and adjacent land located between Morgan Chapel Road and Hunting Country Road near the town of Columbus, North Carolina. The North Pacolet River is classified as "C" waters throughout the project area. A site vicinity map is included as Figure 1 of the attached PCN document. P:\Polk SWCD NRCS\North Pacolet Reach 3\400 Submittals\2008 PCN\PCN_cover letter -final.doc . . . Reach 3, North Pacolet River Streambank Stabilization and Riparian Corridor Restoration Project December 22, 2008 Page 2 of2 As an authorized agent for the PCSWCD, I have signed the application. A letter of authorization is attached in Appendix A. On behalf of all of the project stakeholders, we greatly appreciate your review of this application. If you have any questions or would like additional information, please contact me at (828) 281-3350. Sinc~ee // // I "'/ l..__ ./~ .~.q!--_______ J.eefD. Lenk, p.G. enclosures: Check for permit fee (Karoly only) PCN - Reach 3, North Pacolet River Streambank Stabilization and Riparian Corridor Restoration Cc: Sandra Reid, Polk County Soil and Water Conservation District Kevin Boyer, Clean Water Management Trust Fund P:\Polk SWCD NRCS\North Pacolet Reach 3\400 Submittals\2008 PCN\PCN_cover letter -final. doc AL T AMONT ENVIRONMENTAL, INC. . I ENGINEERING & HY,DROGEOLOGvl 50 COLLEGE STREET, ASHEVILLE, NC 28801 TEL. 828.281.3350 FAC.828.281.3351 www.altamontenvironrnental.com PRE-CONSTRUCTION NOTIFICATION AND RELA TED DOCUMENTS REACH 3, NORTH PACOLET RIVER STREAMBANK STABILIZATION AND RIP AKlAN CORRIDOR RESTORATION POLK COUNTY, NORTH CAROLINA . Prepared for Polk County Soil and Water Conservation District December 22, 2008 Prepared by Altamont Environmental, Inc. 50 College Street Asheville, North Carolina 28801 (828) 281-3350 . AL T AMONT ENVIRONMENTAL, INC. . I ENGINEERING & HVDROGEOLOGVj 50 COLLEGE STREET, ASHEVILLE, NC 28801 TEL. 828.281.3350 FAC.828.281.3351 www.altamontenvironmental.com TABLE OF CONTENTS Pre-Construction Notification Document Tables Table 1 Table 2 Table 3 Table 4 Property Owner and Parcel Information Subreach Details Work Areas, Treatments, and Activities In-stream Structures and Planting Estimates Figures Figure 1 Figures 2A-2B Figure 3 Site Vicinity Map Streambank Restoration Plan Stream Reach Map . Appendix A - Letters and Authorizations Al NCEEP Letter of Rejection A2 Signed Agent Authorization Letter A3 Property Owner Conservation Easement Option Letters Appendix B - Diagrams and Specifications B 1 - B5 Plan Sheets B6 Bankfull Bench and Grade to Stable Slope Diagram B7 Geolift to Bankfull Stage Diagram B8 Log Single Vane Diagram B9 Log J-Hook Vane Diagram nUl .1J.l V Rock VI - \11 eir Diagra...-n Coir Matting Diagram Silt Fence Diagram Sandbag Diversion Diagram Bll B12 B13 . Appendix C - Assessment Data C 1 Cross-sections C2 National Wetlands Inventory Map C3 Stream Survey Data Sheets C4 Qualitative Riparian Vegetation Assessment C5 BEHI Forms C6 Bank Pin Table C7 Crest Gauge and Rainfall Table C8 Woody Debris Inventory C9 Slide Show of Reach 3 and Conceptual Design Photos C 1 0 Macroinvertebrate Baseline Survey P:\Polk SWCD NRCS\North Pacolet Reach 3\400 Submittals\2008 PCN\TABLE OF CONTENTS.docx . . . Cll Cl2 C13 Cl4 C15 Cl6 C17 Shear Stress Calculations VWIN Data NRCS Cultural Resources Evaluation Threatened, Endangered, and Candidate Species List Channel Material Analysis Agronomic Soil Sample Results Level III: Assessment of Stream Condition Appendix D - Plans and Reports DI Vegetation Plan D2 Guidelines for Riparian Buffer Restoration D3 Monitoring Plan D4 Previously Completed Project Information P:\Polk SWCD NRCS\North Pacolet Reach 3\400 Submittals\2008 PCN\T ABLE OF CONTENTS.docx . . . Office Use Only: Form Version March 08 o 8 ... 0 0 0 ., USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) I. Processing $PAI~ 1. Check all of the approval(s) requested for this project: ~ Section 404 Permit D Riparian or Watershed Buffer Rules D Section 10 Permit 0 Isolated Wetland Permit from DWQ ~ 401 Water Quality Certification D Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 13 and 27. 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: D 4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: D 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: D II. Applicant Information 1. Owner/Applicant Information Name: Applicant: Ms. Sandra Reid Mailing Address: Polk County Soil & Water Conservation District P.D. Box 236, # 4 Annex Building Columbus. NC 28722 Please Note: A table of property owners and relevant information is attached as Table 1. Telephone Number: (828) 894-8550 Fax Number: (828) 894-2231 E-mail Address:sandra.reid@nc.nacdnet 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: Mr. Joel Lenk, P.G. Company Affiliation: Altamont Environmental. Inc. Mailing Address: 50 College St Asheville, NC 28801 Cell Phone: 828-280-8375 Telephone Number: (828) 281-3350 Fax Number: (828) 281-3351 E-mail Address:ilenk@altamontenvironmental.com Page 5 of 20 . III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a smail 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: Reach 3, North Pacolet River Streambank Stabilization and Riparian Corridor Restoration. A vicinity map (Figure 1) and Streambank Restoration Plan (Figures 2A-2E) are attached The North Pacolet River has been subdivided into four pro;ect reaches as part of a long- term watershed restoration plan (Figure 3). This PCN is limited to Reach 3. . 2. T.I.P. Project Number or State Project Number (NCDOT Only): This is not a NCDOT pro;ect. A letter of re;ection from the North Carolina Ecosvstem Enhancement Program mCEEP) for this pro;ect is included in Appendix A. 3. Property Identification Number (Tax PIN): Fourteen parcels are located within the proposed pro;ect area. Please refer to Table 1 for property owner and parcel information. 4. Location County: Polk Countv Nearest Town: Columbus, North Carolina Subdivision name (include phase/lot number): This pro;ect is not being completed as part of a subdivision. . Directions to site (include road numbers, landmarks, etc.): From u.s. Interstate 26 East, take Exit 67 onto NC Highway 74. Take the first exit off of 74 to Columbus / Mill Spring. Go around the traffic circle to NC Highway 108 East / Mills Street and follow it toward the town of Columbus. Turn right onto Walker Street at the first stoplight as vou enter Columbus. Follow Walker Street two blocks and turn right onto Peniel Road mc 1137). Go approximatelv 1.4 miles and turn right at a fork onto Golden Road Follow Golden Road 1.6 miles and turn right onto River Road / Scriven Road mc 1516. gravel). Go 0.1 mile and turn left onto Morgan Chapel Road The Morgan Chapel Bridge over the North Pacolet River immediatelv in front of this location is the upstream limit of the pro;ect reach. To access the downstream limit of the pro;ect turn around and turn right on River Road / Scriven Road mc 1516) and go back toward Golden Road but continue past it on River Road for % mile and turn right onto Carriage Row (remains gravel). Follow Carriage Row 1.2 miles and turn right onto Hunting Countrv Road The Hunting Country Road Bridge over the North Pacolet River is located approximatelv 100 feet from this location and marks the downstream limit of the pro;ect area. Page 6 of 20 . 5. Site coordinates (Lat/Long or decimal degrees): Chapel Road Bridge (upstream limit), 82.1584488 W (downstream limit) (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.) 82.1756418 W 35.2199391 N Morgan 35.2103231 N Hunting Country Road Bridge 6. Property size (acres): This pro;ect involves the cooperation of 13 individual property owners on both sides of the North Pacolet River who have signed conservation easement option letters (Appendix A) and have each committed to donating permanent conservation easements on a portion of their propertv (minimum width of 50 feet ad;acent to the river). Donated easements will form a contiguous protected riparian buffer for the entire length of the Reach 3 pro;ect area (1.9 miles). Please refer to the property owner table in Table 1 for parcel sizes and information. Donated conservation easements comprise a total area of approximatelv 25 acres. 7. Name of nearest receiving body of water: The North Pacolet River 8. River Basin: The Broad River Basin (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h20.enr.state.nc.us/admin/maps/.) . 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: Conditions at the site (Reach 3 of the North Pacolet River and its riparian corridor) consist of a degraded stream channel, rapidlv eroding stream banks and a generallv narrow, and in some locations poorlv vegetated. riparian corridor/buffer. These conditions are attributable to a varietv of land uses that have reduced the width of the river's buffer, point and non-voint pollutant sources that have degraded water quality in the river, increasing stormwater inputs, and damages resulting from high flows produced from intense storm events. Cross sections, survev data, and other information that depicts the current condition of Reach 3 and the surrounding watershed are included in Appendix C. A DVD containing a photographic slide show of Reach 3 is also included in Appendix C. Reach 3 exists at the upstream end of a broad, flat, alluvial vallev classified according to the Rosgen Svstem as a Type VII valleY' t~pe. Land use within the valleY' has historicallY' been agricultural, and approximatelv 20 percent of the land within Reach 3 continues to be used for cultivation of row crops. Land use in the remainder of the vallev surrounding Reach 3 has transitioned from traditional agriculture and livestock pasturing to small, low-density horse farms and residential home sites. with parcel sizes ranging from approximatelv 5 to 70 acres. These farms are generallv occupied bv vear- round residents with long-term interest in maintaining the rural character of the area. There does not appear to be a high potential for rapid development of land within the Hunting Country Vallev portion of the watershed that surrounds the river within Reach 3. 10. Describe the overall project in detail, including the type of equipment to be used: The pro;ect description below is organized into three sections - Background. Assessment, and Design. BACKGROUND . The Polk County Soil and Water Conservation District (PCSWCD), in cooperation with numerous stakeholders. have chosen to undertake the effort to conserve. enhance and restore the North Pacolet Page 7 of 20 . River Watershed from its headwaters near Saluda. NC to the North Carolina / South Carolina state line near Landrum, sc. The vro;ect stakeholders include: . North Carolina Clean Water Management Trust Fund (CWMTF) . Polk County residents (Especiallv proverty owners who own the rivarian buffer and lands ad;acent to Reach 3 of the North Pacolet River) . Saluda Community Land Trust (SCLT) . Pacolet Area Conservancy (PAC) . Polk County Community Foundation (PCCF) . Altamont Environmental, Inc. (Altamont) . NC State University The first phase of this watershed restoration pro;ect is the Reach 3 North Pacolet River Streambank Stabilization and Riparian Corridor Restoration pro;ect (Reach 3 Pro;ect). The Reach 3 pro;ect will: I. Establish and enhance vegetation within a permanent, contiguous riparian buffer along both sides of the river within Reach 3 2. Stabilize and restore failing streambanks within Reach 3 Permanent stream buffers will be held in conservation easements bv the State of North Carolina and the pro;ect will be monitored with oversight bv the PCSWCD annually for a period of five years after its completion. DETAILED ASSESSMENT . . Assessment data and documentation is included in Avvendix C. The assessment of Reach 3 was conducted bv Altamont and used to guide the design of this pro;ect. The assessment included: . Review of available current and historic aerial vhotographs. . Review of United States Geological Survey (USGS) tovogravhic maps. . Review of geographic information system (GIS) data including land use, soils. and hydrology available from the Federal Emergencv Management Agencv (~EM,A), Jh.fL NQrth Carolina Floodplain Mapping Program (NCFMP). Polk County, North Carolina Devartment of Transportation, and others. . Hvdraulic modeling of Reach 3, which incorporated USGS regression equations for design storm flows, USGS stream gauge data, North Carolina Mountain and Piedmont Bankjull Regional Curves. the current effective FEMA HEC-RAS hydraulic model. National Oceanic and Atmospheric Administration rainfall data in the watershed. crest gauge analysis, and river channel roughness information. . Survey of the North Pacolet River channel's dimension. pattern. and vrofile within Reach 3. The survey was completed using a total station laser survey instrument and was tied to an established elevation benchmark. Special attention was given to existing bankfull field indicators and elevations. Water surface elevations predicted bv the HEC-RAS model were compared to surveyed bankfull indicators and floodplain elevations in order to predict bankfull flow elevations. . Performance of shear stress calculations for flows ranging from two feet above the channel invert to the existing top of bank for existing and proposed conditions. . Comvletion of a Qualitative Riparian Vegetation Assessment. . Comvletion of Bank Erosion Hazard Index evaluations at six locations along Reach 3. · Installation and monitoring of bank erosion pins and water surface elevation crest gauges. Page 8 of 20 . . Completion of a cultural resources survev (comvleted bv Mr. Jim Errante, North and South Carolina Cultural Resources Specialist for the Natural Resources Conservation Service rNRCSV. . Review of the United States Fish and Wildlife (USFWS) National Wetland Inventory data for the vroiect area. . Collection of river channel bar and ri(fle material samvles and analvses bv sieve and hvdrometer methods to determine size distribution and mobilization potential of the channel bed material. . Direct observation, photographic documentation, and documentation in field notebooks. . Completion of a macroinvertibrate baseline survev conducted bv benthic macro invertebrate specialist, Mr. Dave Penrose ofNC State Universitv. . Review of Volunteer Water Information Network (VWIN) water quality data from 1993 to 2008. . Agronomic analvsis of composite soil sample from eroding streambanks within Reach 3 to determine fertility of eroding stream bank for establishment of riparian and wetland vegetation. . Interviews of adiacent vroverty owners. . Review of the U. S. Fish and wiidlife list of Threatened. Endangered. and Candidate Species list. . Peer review bv noted stream restoration professionals including: Dr. Lvndon Lee, PWS. Dr. Greg Jennings, P E and Mr. Andrew Bick, P E. . Through the detailed assessment described above, it was determined that Reach 3 of the North Pacolet River is currentlv classified as a predominantlv F4 and F5 stream with sub-reaches that vary from D4c-D5c to G4c-G5c stream types, according to the Rosgen Classification Svstem of Natural Rivers. Currentlv the stream channel is entrenched and over-wide in manv locations and does not have an adequate. accessible floodplain on which to spread out, dissipate energy, and devosit sediment during high flow events. The river is vrocessing unnatural amounts of sediment, introduced bv stormwater runoff and streambank erosion. This excess sediment load is evidenced bv an abundance of large side-channel and mid-channel bars throughout the reach and the braided condition of the channel in several locations. The stream avpears to have degraded from a C3, C4 stream type that likelv existed before large scale land clearing and agricultural development began in the watershed and surrounding floodvlain. DESIGN The detailed assessment of Reach 3 described above was used to develov the design for the proiect and the following documents which are included in Avpendix D. . Vegetation Plan . Monitoring Plan · Previouslv Comvleted Proiect Information . Guidelines for Riparian Buffer Restoration . The princivle goals of this proiect are to assist the river in its natural evolution toward a stable C3c- C5c stream classification and to establish a contiguous riparian buffer so that the river can function naturallv and aquatic and terrestrial habitat be enhanced The design for the vroiect can be classified as a modified Rosgen-defined Priority 3 Restoration. The design was developed with a focus on the following design elements: Page 9 of20 . . 1. Preserve existing high-quality riparian and wetland plant communities that are intact and not immediatelv threatened bv ongoing. unnatural. lateral, and down-vallev migration of the river channel. 2. Place restrictive permanent conservation easements on both sides of the river with minimum 50-foot widths to protect riparian buffers. 3. Preserve stable stream banks and existing low-flow channel morphology beneficial to a naturallv functioning river. 4. Install and increase the width of a stable accessible floodplain for the river slightlv below calculated bankfull elevation bv installing bio-engineered geolifts, log-vanes, and log-toe structures and bv grading unstable, over-steep and poorlv vegetated streambanks to create a wide primary bankfull floodplain bench. 5. Create stable streambanks bv simultaneouslv reducing existing stream bank slove, installing secondary benches above the primary bench (designed to accommodate higher than bankfull flows), installing micro tovographic features into floodvlain benches. and bv mimicking existing stable terrain. 6. Retain native topsoil, organic debris and live plant material sourced from the disturbance of existing terrain durin!! the creation of the primary bench and stable streambanks and incorporate retained elements into completed floodvlain benches and stabilized slopes so that restored streambanks will establish and support deev-rooted. thriving riparian and wetland plant communities. 7. Install and establish a variety of live native plant materials in various stages of succession on the accessible floodplain, stabilized slopes, and in areas where deev-rooted native vegetation is sparse within the riparian buffer. 8. Remove bv hand, large exotic invasive vlant communities existing within the stream buffer bv pulling plants up bv the roots where possible and bv cutting larger vlants at the base and immediatelv spraying or painting plant stems with an avvroved herbicide. 9. Install in-stream structures, where necessary, to direct the flow of the river awav from vulnerable streambanks. These structures will be made vrimarilv from native material harvested during flood plain creation. 10. Install sloped streambanks consisting of high strength matting and lifts of native fill material that will provide stable side slopes where necessarj!. Equipment used to accomplish the restoration work described above will include track-mounted excavators of various sizes equipped with buckets and hvdraulic thumbs, various sized track and rubber-tired loaders, and both on-road and off-road dump trucks to transport and stockpile materials. Various hand tools will also be used throughout the proiect. Restoration will generallv be completed from upstream to downstream. Heavy equipment access roads and lay-down and material stockpiling areas are indicated on Figure 2 and on Plan Sheets B1-B5 in Avpendix B. Operation of heavy machinery in the water will be avoided to the extent practical in order to complete the work described in this application. Most of the bank stabilization work will be completed from channel bars and within the over-wide channel itself. An Erosion and Sedimentation Control Plan (ESCP) and a Vegetation Plan have been developed to minimize impacts, speed stabilization of stream banks, and promote the success of stream bank and riparian restoration during implementation of the project design. The ESCP has been sent to the Division of Land Resources. The Vegetation Plan is included in Appendix D. Imvact minimization will be accomvlished primarilv bv sequencing of work, and bv stabilizing disturbed work areas at the end of each work day. . Existing wetland areas will be avoided and those existing within conservation easement will be permanentlv protected. With regard to riparian plant communities located within the vroiect area. Page 10 of20 . onlv those that are immediate Iv ad;acent to failing streambanks will be temporarilv disturbed Figure 2 shows the limits of areas to be disturbed and the locations of proposed access to work and stockpile areas. The Qualitative Riparian Vegetation Assessment included marking the locations of large trees with a sub-foot accurate GPs. Onlv vegetation that is immediate Iv ad;acent to failing banks, that is being threatened bv erosion, and that must be removed in order to stabilize streambanks, install structures and gain access to work areas will be temporarilv disturbed Additionallv. much of the topsoil, organic debris, and live plants that exist in areas to be disturbed will be retained recvcled, and reused as topsoil, structures, and transplants on stabilized banks and floodplain benches as part of this pro;ect. A review of the US Fish and Wildlife Threatened. Endangered and Candidate Species list for Polk County and website was reviewed and it was determined that threatened, endangered and candidate species do not exist within the Reach 3 pro;ect area. Construction diagrams for in-stream structures are included in Appendix B. Materials, quantities, and additional specifications are included in Tables 2, 3 and 4. gOO-weight coir fabric matting will be used to wrap geolifts and to stabilize soils on floodplains while vegetation becomes established A diagram specifying installation of coir matting is included in Appendix B. Native wetland and riparian vegetation will be established on created floodvlains and a detailed description of establishment is discussed in the Vegetation Plan (Appendix D). In order to minimize the release of sediment during bank stabilization, large sandbags will be used during low flow conditions to divert the stream flow awav from the work area. The following protocol will be used for the temporary stream diversion: . . Weather will be monitored dailv and the sandbag stream barriers will be installed onlv during time periods of dry weather and low-flow conditions. · The sandbag stream barrier will be installed from upstream to downstream. . The height of the sandbag stream barrier will be one ft higher than the normal base flow in the river. . Sandbags will be filled on-site using natural channel material deposited as a mid-channel bars within the channel. . Sandbags will be made of burlap or polypropvlene materials which are resistant to UV radiation, tearinf!, and puncture and woven tif!htlv enough to prevent leakage of the fill material. · Seamless r;olvethvlene plastic sheeting with a minimum thickness of 4-mil, resistant to puncture, tearing, and ultraviolet degradation, or equivalent will be installed on the water side of the sand bags as an impermeable layer. · All large debris located at the base of the stream barrier will be removed to ensure proper sealing and to reduce leakage through the barrier. · The sandbag stream barrier will be monitored for leakage and repaired as necessary. · Sandbag barriers will be removed promptlv when thevare not needed for flow diversion. · If high flows are anticipated. disturbed areas of the site will be stabilized and sandbags will be removed from the channel. · Dewatering or pumping around techniques will not be used on this pro;ect. . Stable stream bank slopes will be created bv reducing slopes above the primary floodplain. In general. unstable streambank slopes will be graded to an average slope of 3H'j V. Point bars will be ad;usted where necessary to a slope of approximatelv 5H'j V and unstable cut-banks on the outside of meander bends will be ad;usted to approximatelv 2H'j V. Graded banks and disturbed areas below 1.5 times bankfull elevation will be stabilized with coir fabric as described in the Vegetation Plan included in Appendix D and diagrams included in Appendix B. Graded banks and disturbed areas Page 11 of20 . above 1.5 times bankfull elevation will either be stabilized with coconut ;ute matting or hvdro-seeded with a seed mix specified in the Vegetation Plan included in Appendix D. If coir ;ute mesh is used. disturbed areas will be seeded with a riparian or wetland seed mix svecified in the Vezetation Plan. Immediatelv before heavy equivment work begins. a team of laborers, led bv a trained plant biologist and Altamont staff will survev the reach. identify. and mark: . Native woodv vegetation existing in provosed work areas that will be disturbed and is suitable for transplant . Ma;or exotic invasive vlant communities that should be eradicated . Native vegetation and high quality vlant communities that should be avoided . Organic material suitable for the construction of hvdraulic structures and geolifts As the work areas designated in Figure 2 are accessed. geolifts are constructed, and grading of the primary floodplain bench and sloves is taking place in areas where streambanks are unstable. poorlv vegetated, over-steep, and eroding, contractors will be instructed to: . . Carefullv remove native vlant materials suitable for transplant that has been identified and marked bv the plant biologist and crew. and stage them in a nearbv location where thev can be temporarilv hilled in and watered until thev are quicklv revlanted on the installed .floodplain and stabilized stream banks. . Remove marked exotic invasive plant communities that exist within designated work areas and access routes with both available machinery and bv hand, and haul to an avproved disposal or burn area. Other exotic invasive plant communities that exist outside areas to be disturbed but inside minimum 50-foot wide riparian buffer will be removed bv hand as described in the Vegetation Plan. . Remove and stockpile organic material, such as large woody debris that has fallen on stream banks and in the river channel that are suitable for use in construction of in-stream hvdraulic structures, stream bank toe protection and geolifts, in a nearbv and suitable location. . As grading is conducted. nutrient and organic-rich topsoil will be segregated from less fertile soils and stockpiled nearbv for immediate reuse on the primary floodplain bench and stabilized banks. Retained and stockpiled materials described above will be reused and replanted immediatelv during construction of the primarv floodplain and stream bank stabilization within the same working day. Once construction of the pro;ect is comvleted. vreferablv during the fall of 2009 while plants are retaining their leaves ;ust before thev go into dormancv for the winter. a plant biologist will again survev Reach 3 with a group of laborers and identify remaining exotic plant communities that exist in the area that were not disturbed bv bank stabilization activities but that still exist within the rivarian buffer protected bv conservation easements. These plants will be removed bv hand to the extent vossible. This will be accomplished bv either pulling plants up bv the roots or cutting exotic invasive plants at the base and spraying or painting the intact stem with an approved herbicide. Both techniques are described in the Vegetation Plan included in Appendix D. Invasive seed, such as lespedeza, will not be used on this pro;ect. . Sedimentation and erosion control practices will be imvlemented throughout the vro;ect and will consist of- 1) onlv working in dry weather during low-flow conditions, 2) onlv exposing areas of soils that can be stabilized at the end of each work day. 3) installation of temporary silt fence at the top of Page 12 of20 . . . disturbed banks. 4) installation of temporary berms at the top of disturbed banks, and 5) installation of soil matting and straw mulch. Planting of trees. shrubs and live stakes will conform to the slJecifications outlined in the NCDENR Guidelines for Riparian Buffer Restoration and the Vegetation Plan included in AplJendix D. Staging areas for equipment and material will be located in upland areas awtry from surface water and outside of the 50-vear floodplain. Work will proceed as follows at the work area (as applicable). Irrigation of riparian plantings will take lJlace as needed. However, small test plots in areas near the tOlJ of the bank mtry not be irrigated in order to evaluate the effects of irrigation and cost benefit. Irrigation will be conducted using a trash pumlJ. hose, and diffusing nozzle and will utilize water pumped from the stream channel. The stream buffer will be monitored and irrigated if necessary until a six-inch stand of herbaceous vegetation is established on all disturbed areas of the site. The following tasks will be completed immediatelv before heavy equilJment work begins: 1) Flag the work limits. 2) Mark live vegetation to be avoided and organic debris to be retained. 3) 4) Construct temlJorarv construction entrances/exits, where necessary. Place erosion-control fencing and other lJrotective and sedimentation and erosion control measures. as necessary. 5) InslJect and maintain relJairs. 11. Explain the purpose of the proposed work: The pUrTJose of proposed work is to restore the North Pacolet River. 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, cerfl'f;,,"'tl'i'\n" or i'\thpr "sp-h'l l'nf'i'\rm"'tl'on Dp"crihe nre,T'o"dv ~nnr{'nTPrl "TPtl"'nd ctre~1'l"I "'nrl ..." ......1."'""" V.I.. iJ V "" Y. ""....."'" .I..LV.I. "'" .I... "'oJ ..L.a.v .1-".1. .I. -....,.1.) _YY.l.V t".....-. ,...........;..u...1. , ~ .-...,..&..I. u.o....._ 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. Section 404 permits and 401 water Qualitv certifications have been applied for and granted for several pro;ects completed under the Emergencv Watershed Protection and Water Resources Development grant programs within Reach 3 as part of a piecemeal effort to stabilize streambanks along the river. Information regarding these lJro;ects is included in Appendix D: 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. There are no anticipated future permit requests for the Reach 3 lJro;ect. However, future permit requests are anticilJated for ad;acent river reaches as part of the overall North Pacolet River watershed restoration lJlan. Page 13 of20 . VI. Proposed Impacts to Waters of the United StateslWaters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Provide a written description of the proposed impacts: Impacts are discussed in Section VI3 below. . 2. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. The project is designed to improve and restore the natural function of the riverine wetlands throughout the project corridor. Wetland Tmpact Type of Wetland Located within Distance to Area of 100-year Nearest Impact Site Number Type of Impact (e.g., forested, marsh, Floodplain Stream (acres) (indicate on map) herbaceous, bog, etc.) (yes/no) (linear feet) 1 Stream bank Restoration Riverine Yes 50 7.1 Total Wetland Impact (acres) 7.1 . 3. List the total acreage (estimated) of all existing wetlands on the property: The National Wetlands Inventory (NWl) geodatabase shows, approximate Iv 7.1 acres of riverine (freshwater forested/shrub) wetlands located within the project corridor (see Appendix C). The NWI data is approximately 20-30 years old and the river has experienced significant changes since that time, especially as a result of the floods of 2004. Also, because the river is severely incised and unable to access its natural floodplain, it is likely that the extent and quality of riparian wetlands has decreased substantially over time. A key component of this streambank Page 14 of20 . restoration pro;ect is to establish a permanent, contif!uous riparian buffer and conservation easement with a minimum width of 50 feet which will help restore the natural function of the river, its floodplain, and the associated riparian wetlands. Additionallv, as part of the restoration design, floodplain benches will be constructed below bankfull elevation with micro- topographv and shallow pools. Therefore, as a result of this restoration pro;ect, the extent and quality of riverine wetlands is expected to improve substantiallv. 4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. To calculate acreage, multiply length X width, then divide by 43,560. Impacts to the eight unnamed tributaries are limited to the streambank restoration work within the 50-ft riparian buffer of the North Pacolet River. . Stream Impact Perennial or Average Impact Area of Number Stream Name Type of Impact Intermittent? Stream Width Length Impact (indicate on map) Before Imoact (linear feet) (acres) 1 North Pacolet Natural Streambank Perennial 40ft 9,909 9.1 River Restoration (temp.) 2 Unnamed Natural Streambank Intermittent 1 50 0.001 Restoration (temp.) 3 Unnamed Natural Stream bank Perennial 2 50 0.002 Restoration (temp.) Natural Streambank ., 4 Unnamed Perennial "- 50 Restoration (temp.) 0.002 Natural Stream bank 1 5 Unnamed Restoration (temp.) Perennial 50 0.001 6 Unnamed Natural Stream bank Perennial 1 50 0.001 Restoration (temp.) 7 Unnamed Natural Stream bank 2 Restoration (temp.) Perennial 50 0.002 Natural Streambank 2 8 Unnamed Restoration (temp.) Perennial 50 0.002 9 Unnamed Natural Stream bank 2 Restoration (temp.) Perennial 50 0.002 Total Stream Impact (by length and acreage) 10,309 9.1 . 5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc. I Open Water Impact I Name of Water body Type ofImpact Type of Water body I Area of I Page 15 of20 . Site Number (if applicable) (lake, pond, estuary, sound, bay, Impact (indicate on map) ocean, etc.) (acres) Total Open Water Impact (acres) 0 6. List th I . llW f h US I' fr h e cumu atlVe Impact to a aters 0 t e . . resu tlllg om t e project: Stream Impact (acres): 9.1 Wetland Impact (acres): 7.1 Open Water Impact (acres): 0 Total Impact to Waters of the Us. (acres): 16.2 Total Stream Impact (linear feet): 10,309 . 7. Isolated Waters Do any isolated waters exist on the property? DYes IZI No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. 8. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): D uplands D stream D wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Current land use in the vicinity of the pond: Size of watershed draining to pond: Expected pond surface area: 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. On behalf of the Polk County SWCD, Altamon! will provide contractors engaged in the implementation of this work both written and Page 16 of20 . verbal onsite instruction of all impact avoidance statements vrovided below. All heavy equipment will be kevt out of the stream channel during streambank stabilization work to the extent practicable. Disturbance of the channel bottom, stream banks. and equipment access areas shall be held to the minimum extent necessary to allow for completion of the bank stabilization work. Work will generallv be conducted in an upstream-to-downstream direction. Stream flow will be diverted away from work areas with the use of sandbags during reasonable flow conditions. Work will be completed in stages such that segments of the pro;ect will be comvleted and stabilized, on a dailv basis. Temvorary grass/grain cover shall be vlanted on all bare soil within one day after ground disturbing activities are completed Tall fescue or other invasive grasses or vlants will not be used in riparian areas. Herbaceous, woody shrub, and tree vegetation will be installed on the primary floodplain and streambanks upon completion of bank stabilization work. Altamont willvrovide a site manager to inspect and supervise contractor work on a dailv basis to helv ensure that imvact avoidance instructions are beinJ! followed 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 January 15,2002, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://h20.ern.state.nc. us/ncwetlands/ strmgide.html. . 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin,' type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), ahd a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. A mitigation vlan is not proposed for this vro;ect since this pro;ect is a restoration pro;ect. Page 17 of20 . . . 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://h20.ern.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): IX. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes 1ZI No D 2. If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEP AlSEP A)? Note: If you are not sure whether a NEP AlSEP A document is required, call the SEP A coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes D No 1ZI 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes D No D 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. 1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes D No IZI Page 18 of20 . . . 2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact Multiplier Required (square feet) Mitigation 1 3 (2 for Catawba) 2 1.5 Total * Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additional 20 feet frorn the edge of Zone 1. 3. If buffer mitigation is required, please discuss what' type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration / Enha.'1cement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0244, or .0260. XI. Stormwater (required by DWQ) Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. Impervious acreage does not exist at the site and the plan for the project will not increase or create impervious acreage. 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. Wastewater will not be generated as part of this project. XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes D No ~ Is this an after-the-fact permit application? Yes D No ~ XIV. Cumulative Impacts (required by DWQ) ". r..... Will this project (based on past and reasonably anticipated future impacts) result in additional development which could impact nearby downstream water quality? Yes D No ~ Page 19 of20 . . . xv. If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our web site at http://h20.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: Imvlementation of this project is expected to have a significant lJOsitive impact on nearbv downstream water quality bv reducing the amount of sediment being released into the river within the project area and bv preserving, restoring, and enhancing the accessible floodplain and rivarian corridor of the North Pacolet River. 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). Planned im I ation 0 this roOect is scheduled to be in in the earl s rin 0 2009. /' # ( // . / --- Page 20 of20 . . . TABLES Table 1 - Property Owner and Parcel Information Table 2 - Subreach Details Table 3 - Work Areas, Treatments, and Activities Table 4 - In-stream Structures and Planting Estimates . Table 1 - Property Owner and Parcel Information . . . . . ~ ~ - ..c = ~ - l'I.l ~ - > ~a ~ ..... o~ o f:~ c...= o ..... - - ~~ ~~ l'1 ~ a - ~ ~ ~ ~ ~ ~ t:! ~ 9! Q .. ~ ~ ., ~ ~ .~ ~ .~ G W Jij ~~ ~' u '. ij ~ z '" ~ ..= ~ = ~ ~ = = .- - o - = U ..= ..... - o Z ~ = = o U ~ - o ~ 'GS~ ~ ~ "" "" = ~ ~,e, .... =- ~ '" 5 e ~ ~ '" = =- ~ - == ~- ~ ~ "" = ~ .... ~ = ~ e r.. :=e' ~- ~ ~ "" = ~ .... ~ = ~~ .... "" Q ~ ~,Q ~ 5 = = ~z = 't = ~ 5:~ - -; 5 ~ s o ~ '@ ~ c:l Q) > '" c:l ~ .~ s o u o o ~ ~ !: 'Q) ~ - Q) I=J ~ ;::: ~ '" S Q) ~ - :.a .~ 0'1 '-0 - '-0 00 '-0 NV)ONI-V) '-0 0 '-0 1M 00 "1" I-MV)NI-v) I I I I I I O'IV)O'IV)NO'I V)1-V)"1""1"V) oo"1"ooMNoo ..-...,-......-... ...-..,.-.....-... 00"1"00 V) V) 00 NMNOON e t:. el ~ ~ e ~ = Q .c ~ "" ~ = ~ o - 00 N - V) 0'1 C"! "': - - o ,0 0'1 0 0, "'l - - c:l ~ .@ ~ ..... Q) s c:l ~ N 1"1" 00 ,00 I I '-0 1'-0 I- I- ~ ~ = 1= o - M N o I 00 II ~ "1"' c:l a ~ CIl ~ > ;::l ..J::: u C/'J s o u l:i Q) '" !: t ..s:: ~ ~ OM "1" 0 "1" "1"00-0'1 V) "1" '-0 ooM V) 11''fr-;-0?'f : 0"1"-V) 0'1 00 I- 00 00 V) 0'1 N M '-0 00 - 00 N 00 - - ~ 00 '-0 o l- V) f'1 N - N N o "1" V) 00 I- 00 ..,f - N I I I I I I 1 o 0' N 00 ~"1" - N' .... ;S * i] 6'1 ~ ...., ~ "'0 Z ~ ~ - I Q) :=' a CIl ._ ",' :::t: S u Q) :::E :::t: ..: Q) S 'Q) ..s:: !: 'Q) ~ - 00 I- '-0 I I- I- J, ,'J; ~! I- 'I- I- ~ ~ ~ M = M tr) ;;; 1=,=1 ,-.....-...,.-.. ..-... 01-1-00 ~ ~ ~I~ "-" '-" ,,-i '-" - Q) I=J ~ ;::: ~ I :; I 0 U '" 'S o .... OJ ~ - Q) !: ~ Q) t: '" "'0 !: ~ ..s:: ~ ~ ..s - Q) I=J ~ ;::: ~ !: ~ s o ~ '01 ~ o ~ ~ .;;; .;:: Q) 1:1 o S 0'1 "1" - o I I- - 00 """ 00 N 00 '--' 00 '-0 V) '-0 00 0'1 - 0'1 - '-0 - 0'1'0'1 00 M '9 f';lj ~ f( ~ ~ ~i~ ~ ~ 00 00'00 00 00 CO'CO'CO'CO'c;o NNNNN :eeee~ Vl X vi Qj c :: o >- t: OJ a. e a.. ---- Vl ~ u:: OJ Vl ra .0 ra ..., ra o ...... ~ (D ---- Vl ~ ::J bO u:: N ..-i m ...... c o :;:; u ~ (5 U ra ..., ra o o ..-i m ~ ra u 'c .r: u OJ I- o o m ---- m .r: u ra OJ a: ..., ~ o u ra a.. .r: t: o z ...... III U a: Z o u 3: III .:,L (5 a.. ~ a.. - C"! V) M - N 0 "1" _"':ONV) N"1"O~V) ('f") ...... ...... N 0\ - r; N - "1" 00 M N 00 "': M - M ~ "1" 00 N I '-0 - V) I-il- M C"!M'-O~I"': C"! NOONO 0 '-0 "': - N "': N N o I- "1" N' o l- i 0'1. - - ~ "'0 !: c:l E ~ :::t: Ii Q) '" !: c:l ...., >-. ~; !: "'0 ~ ~ :::t: >-. s' g c:l E-< ~ .... - 0 i - l- I '-0 I- ~ , ''-0 0'1 I- 0'1 I I '-0 '-0 I- I- ~I~ tr) = ~ ~ ~ = = = I "'0 .- "'0 !: a, !: c:l ..,..ic:l ~ ~'..s:: !: ''S C ~~ .E~ 0 ~ Q) .!:!ll en" el .;;; ~ ~ .J:J 0, .;:: ~ f.J:J , Q) c:l 2 ' 1:1 u 0 0 .....:l ~ M,,,I,, I )J=-~ "1" V),~i ~ 1 '-0 ~ ~:'~ ...0 I ...0 ~ ~I~ ~: ~ .+--+---j if ill I ill I ill 1 I ' I 1 o 0 g 0 ~~oo,:; .~ Oi :::E,:::E ., . ~'~ .~ .~ c:l c:l U U I I I I I I o o N o I- C"'\, - o 0'1 o -0 - o "1" "1" ~ e Table 2 - Subreach Details . . Il.l... ";;j e = 5 = ';j -= .~ ~ Q. ~ e '" ~ Il.l at.s= Cl. - f;r;; .< f;Iil u 1l.l:O ~i'B' o_~ >r;;:; u ~:o e ::l '""' ..e~t) o......~ >a .... ~~ C'=.. = 5 Il.l r;;:; ,- == ~~'t;~ - = .... Q, - = Q, Il.l U <~ Il.l ell -= = .... -~ Il.l .- ;;.::: < '""' .... <!) ~ -='""' ~t> ~~ ...;l <!) ..,.....'""' Il.l '" .... - &~ <~ M ~ - ,Q = ~ '" == .5 ~ ~ -= CJ = ~ '" ,Q = rf.J ~ CJ ~ 'Q' '" "'~ ~ = :S c ~:;: ~ ~.~ -=~::! CJ CJ ,Q ~ = .5 ~~rf.J ~~ C = Ze = ~ '" ~ rf.J ,-.. '" , '-' ~ = C .s - .... U ~ tI.l _.:.d e ~ .., ]:::~ ~~< - Il.l = =: o .e- lo. Il.l Cl. e - ~ G.l ... .- = Il.l ~ e ! =~Z U~ N ~"(j = 5b ~ .S ~ ~ i.sp: tI.l~-g <!) '" ~ <!) iB o '""' .....1(') o...~ "@..... .:::0... :.a~ .a ~ .- .<:: gfCI'J o .....:i ..... = <lJ e ;> +:02 fi 1/ .s~ ..... <lJ ...r ;> .<:: .- OJ)~ .- II ~02 i2 <!) .....:i o ro OJ G.l Cl. ;;., Eo-< = e +: ... = - .... '" = e U OJ U '" z '" ~ o u j <( ... " w , 7 o ~ .:!J <!) <!) ~:l .<:: ,::: CI'J '" <lJ -5 m S 1(')'""' '" _ 0 G.l 0... "'..... a:I .6~9~~ JJ :Ll .S a:I ~-g ~ .t:: ,~ OJ) .::: o .....:i OJ N ~~ to N m .r U <1. " L W ... '7. o ~ <( ... oJ <( ~ ,) In 01 l? ~ <') Z ~;o N 0:: OJ l~ N co oJ o ~ () () In lJJ . ~ = f;Iil .... - .., .... tI.l '""' .... <lJ ~ o ..0 o '" <I'l N '0 N '" o ~" - .... ., E ~ l: :l () o o + t-- <I'l t-- + o ~ ..<: () <: ., -" ~ <: to CO <I'l t-- '" <I'l 00 <I'l N '<i <I'l 00 ~ o o <I'l '" o '0 '0" <: z - V) o '<i s:! <I'l ~ <I'l t-- '" N" .... ., E '0) '2 ~ -c: ;a <I'l t-- + N o 00 + o ~ ~ '0 ., " o o '<i <I'l 00 o N '<i <I'l 00 '" .- <I'l t-- ~ 1('1 N N "R ~ 5 ~~~ u ~ ~ ~ m ~ ro "'0 ~ e.n 8 0 ~~u .... " E '0) ..<: " 'iij ~ .... :l 'J N <I'l t-- + N o l' ~ ~ ., '" E .... to CO o o '<i <I'l 00 <I'l '<i <I'l 00 <: z ~ <I'l '" ",^ <: z o o " N <I'l - '" t-- .... " E to ~ l: ;a o 1 <I'l <I'l <;1 '" ~ ~ '0 ., " o 00 '" <I'l 00 o '<i <I'l 00 " " 00 N o ..0 00 '" o o '" " ~ "'l - - .... ., E 'il ..<: <: '0) ~ .... :l () '" o o + o o o + t-- ~ ..<: () " ., -" Jj -'" " to CO <I'l '" '" <I'l 00 <I'l t-- '" <I'l 00 <: z '" '0 ,," o o '0 00 " <: z o '" o N o <I'l N t-- t-- 00 '"" .... " E ~ l: ;a N o o + o o <I'l + t-- ~ ~ ~ '0 " " <I'l '" '" <I'l 00 o ~ '" <I'l 00 N N o '0 N '" " r-- '" t:: to > ::l ..<: () (/) l: :l <.) N o '0 + N o o + o ..<: <.) " ., -" Jj -'" " to CO o CO! '" <I'l 00 <I'l '" '" <I'l 00 ~ o 00 N o N o ..0 o N '0 - o N N - N <I'l M .... <l.) E 00) ..<: <: '0) ~ -c: ;a N o N + N o o + o - ~ ~ '0 <l.) " o o + o N o o + o o '" <I'l 00 <I'l '" '" <I'l 00 - " o r-: <: z <: z 00 t-- o "," o N o o <I'l - ~ '" '" t:: to > ::l ..<: () (/) ';:; ., E to ~ <l.) E '0) ..<: <: '0) ~ .... :l <.) " o '? N o '+ ~ ~ <l.) '" E .... to CO . o o '" <I'l 00 <I'l o '" <I'l 00 <: z o " '0 <I'l N <I'l <I'l <I'l '0 <I'l N "" " ..8 0 <.) 0 <l.) + ~ ~ '" o .... U t:: to > ::l ..<: <.) (/) ';:; <l.) E 0) ..<: s:; '0) ~ l: :l <.) '" <I'l <I'l + N o o + N - ~ ~ ., '" E a CO <I'l o '" <I'l 00 <I'l '" <I'l 00 o 00 " N ~ o ..0 o " o 00 '0 00 ~ ~ ~ N .... <l.) E '0) ..<: <: ~ -c: :l <.) <I'l o 00 + 00 o l' N ~ ..<: () " <l.) -" Jj -'" " to CO o "<l: '" <I'l 00 <I'l '" <I'l 00 <: z o or; - - o " <I'l " " o '0" t:: to > ::l ..<: () (/) l: ;a '" o o + 00 o '0 + N ~ ~ ~ '0 <l.) " <I'l <I'l N <I'l 00 o o '" <I'l 00 o N N o '" <: z <I'l N N o '" o or; '" N o ~ '" t-- '" ~ 00 ~ > ::l ..<: <.) (/) l: :l () " o " + t-- - o <I'l + '" - ..<: <.) " <l.) -" Jj -'" " to CO o '0 N <I'l 00 o CO! '" <I'l 00 <: z <: z o or; t-- " o 00 <I'l 00 ~ ~ ~ N .... <l.) E '0) ..<: " 0) ~ -c: ;a '" o " + ~ o '? '" ~ ~ '0 <l.) " o "<l: '" <I'l 00 o o '" <I'l 00 o ~ ~ '"" '" - o r--: t-- - o o '" t-- t-- <I'l E E ~ ~ > > ::l ::l ..<: ..<: <.) <.) (/) (/) l: :l <.) <I'l o o + <I'l N o o + N N ~ ~ ..<: <.) <: ., CO Jj -'" <: to CO o ~ - <I'l 00 o CO! N <I'l 00 ~ o <I'l o 00 N <I'l o t-- N" l: ;a " o o + <I'l N o 1 N N ~ '0 <l.) " o 00 <I'l 00 o o "j <I'l 00 o N 00 o <: z o '<i o '<i o - 00 o '0 N o '0 N N <I'l N" .... <l.) E '0) ..<: <: '0) ~ -c: ;a " o l' <I'l '" o 1 N N ~ ~ '0 (5 o 00 <I'l 00 o o N <I'l 00 00 o '0 00 ~ o M '0 - o " " <I'l <I'l ~ '" "" " ..8 0 ~1' '('~ ",N '" o U .... <l.) E '0) ..<: <: '0) ~ -c: :l <.) '0 o o + t-- N o ~ + N N ~ ..<: <.) <: <l.) co Jj -'" " to co o <I'l <I'l v: ~ ~ - - - <I'l <I'l <I'l 00 00 00 <I'l 0 <I'l ~ "<l: "<l: <I'l <I'l <I'l 00 00 00 <: z o " 00 '" o N <I'l - <I'l N ~ N 00" E <l.) ~ l: :l <.) '0 <I'l t-- + ~ N o <I'l + 00 N ~ ..<: <.) <: <l.) co ~ g co <: z o <I'l r-- M '" '0 o o '" o or; '0 N <I'l N '" N N " 00" .... <l.) E '0) ..<: <: '0) ~ -c: :l () t-- o l' N '" <I'l t-- + 00 N ~ ..<: <.) <: <l.) co Jj -'" " to co <: z t-- '" 00 "," <: z o M '0 o N ~ t-- "!, - E " ~ l: ;a <I'l <I'l t-- + '" <I'l '0 + ~ N ~ ~ ~ '0 <l.) " o - <I'l 00 o "'! - <I'l 00 E <l.) ~ l: :l <.) t-- o <I'l + '0 '" o l' N '" ..<: <.) <: ., co ~ <: to co o o + o " o o + o N o 00 o <I'l 00 <I'l CO! <I'l 00 ~ <I'l t-- 00 o r-- o or; 00 '" ~ - o <I'l " o o " <I'l t-- ~ '0" - o o t-- t--" .... <l.) E '0) ..<: <: ~ -c: ;a <I'l o l' '0 '" o l' N '" ~ ~ '0 ., " o <I'l ~ ~ o 0 <I'l <I'l 00 00 <I'l <I'l CO! CO! - - <I'l <I'l 00 00 o o " <I'l" - <: z <: z N 00 ~ N o N o N ~ <I'l t-- - - ~ ,," E <l.) ~ ., E '0) ..<: <: '0) ~ .... :l <.) 00 <I'l t-- + M '" o l' N M ~ OJ .;:: <l.) '" :::8 {;J co o '" N - <I'l t-- " '0 ~ " <I'l" '" "" <: .g 0 ~1' '(' t-- ~ '" e u E <l.) ~ l: ;a t-- <I'l <;1 00 '" o <I'l + '" '" ~ ~ '0 (5 <I'l <I'l o <I'l 00 o CO! - <I'l 00 00 00 " -D - ;2 o " r-- '" - CO! '" 00 N o 00 N " " t-- r-: .... <l.) E '0) ..<: <: ~ -c: :l <.) ~ o <I'l + ~ '" o t-- + '0 '" ~ ..<: <.) <: <l.) III ~ g co o <I'l o <I'l 00 o 00 o <I'l 00 ;2 E <l.) ~ <l.) E '0) ..<: <: ~ l: :l <.) 00 <I'l <;1 00 M , <I'l t-- + '0 M ~ OJ '0:: <l.) ~ a co '" .... o ~ 0.. <I'l 0 <I'l " o 0 <I'l <I'l 00 00 o 0 t-- <I'l o 0 <I'l <I'l 00 00 ;2 o o o '"" N - N '0 M ;2 CO! M o ..0 00 '0 M o <I'l o - - t-- o "!, - o o o ,," .... ., E '0) ..<: <: ~ -c: ;a '0 o ~ " o ~ + 00 '" ~ '" 's 8 "2 .. '" " o ..., .. t) t;:: ,[l 8- '" .~ ., Cl ~ '0 <l.) " ., i 'r;; ., Cl o '" S) Ol ] t) ., f-o o o S) 0", ..<: al ~ - ., "0 al ~ 'E ~ '" u ~ Cl ~ '" ... "0 9- Ii; . I#.l - .; .... M ~ ~~ :c-S = = ~ e ,Q = 00. w .... CJ ~ 'S ... ...~ ~ = :S = ~~ ~ 'S .~ CJ'Q= =CJ,Q ~=.s ~~oo. .Cl~ t: = = = Zs = ~ ... .... 00. u UJ to N - '0 U ('1 Z M h; CO ,N '0 N (() " U ill ~ 0: o'j 0 '0 r) l? 0: r) Z ~;n N 0: l", (I) Cl N W W (O W ~, o Z u o If) 41... ~ Q = EI ='" -= .~ ~ Q. ~ Q~-o4i at]= g,- ~ -<~ (J 4i:E EI::l"" =~~ "0 ~ >~ (J 4i:E EI ::l "" ..e~tl Q....~ >8 .... ~~ cu'- - El4I ~ .. =: .. :;~~Q .. ~ .... g, .. = g,4i U -<~ 41 ~-= ~ .... ..-0 41 .. ..~ -< "" ~ .., ;; 'S? ~.., ~~ ~ .., ~ ..... "" 41 o:l ~ .. ::l .., ..... CT~ ....~ --- .. I~= '" = = rI.) Q ._ f;.;: u~~ ~ .. Q ~ ~ ~ ;-< 41 z .. 41 = ~ o .t> .. 41 g, Q .. ~ 41 ... ~ ~ a = ~ ~ u~z N ~"O ::l = = Ol) o:l :8 i:i: ~ ~.85:: I;/.l ,2 -g .., o:l ~ .., ;:a o --- ..... on o...~ t;;..... =0... ~] gfcn o .....1 ..... ..... =.., .., .g>+-f> ~~..<::~ ... II .!:fI1I QO:::O:::....:i ~ ~ 0::: z .., .....1 , o u ~ "r ,- / w ." 41 g, ... Eo< = Q ~ ... = .. .... '" = Cl U ~ .., .., "0"<:: =r:/J o:l .., ,.Cj ~ ~ ~ ~ 0 eo...~ .cSt;; ~~;gCQ .., .3 0::: ._ ~Ol) = o .....1 7 o 0: "" on ~ ..... > W I- Z o ~ < I- ~ ., ~: . -0 = ~ .... .. ~ .... I;/.l "" ~ .., ;; 000 o V) 0 0..; 0.; 0..; 777 00 00 00 000 7 0-- 0 60-;0 V) 7 V) 00 00 00 V) N 0-- cr; "" <: z o v) :!: o '0 V) V) 00 0-- r--" c: " '" c: " '2 " s 'OJ ..c: c: 'OJ ~ "i: ;:a t- o '0 + V) 7 o o + o 7 ~ !E '0 " C) <: z N '" t-, o "j '0 o V) '0 '0 00 "" 'It c: .E 0 00 ~tt ","" '" o U ~ c: c: Q o E c: 1A c: " --. l:: :; o 0-- o ':? ~ o V) + N '<I" ~ OJ '': " "' :2: .. " o:l <: z o 00 "<t 7' N o <'i "" "I o '0 "" t- "" "" 00' c: " '" c: " --. "i: :; o o '0 + V) 7 o o + N 7 ~ ..c: o c: " o:l ~ c: " o:l o N V) 7 00 o '-0 r-: 7 00 V) o 7 "," V) <: z o v) 00 - o o '" - 00 '0 0' ~ c: c: ::2 o :2: l:: ;:a 00 o o + 00 V) , o o + N V) g2 !E '0 " C) o o r-: 7 00 o V) r-: 7 00 <: z o '0 '-0 N' C! t- V) 0-- "" V) '0, c: 1A c: " --. "i: :; o N V) ~ "" V) o "" + N V) ~ ..c: o c: " o:l ;z -'" c: " o:l r-: 7 00 o '0 r-: 7 00 <: z "<t '0 "" V) o t- o o - t- N t- ~ c: c: ::2 o :2: l:: :; o o - o N + "" V) o N + N V) g2 g2 ~ ~ " " ~ ~ :2: :2: .. .. " " m o:l o V) t- v) 7 00 S -0 7 00 <: z N "" 00, o <'i 0-- o o - '0 0-- ~ c: c: ::2 o E c: " '" c: " --. l:: :; o o 'f '0 V) o 'f V) V) o ':? o '0 o ':? o 7 o "'C V) 7 00 o 0-- V) 7 00 <: z o o 0-- '0' o '" V) o V) - o o "" N' 7 'It c: .g 0 00 ~~ ",V) '" e u c: " '" c: " --. "i: :; o "" - o V) + t- V) o o + '0 V) ~ ..c: o c: " .D ;z -'" c: " o:l . o N v) 7 00 V) '0 v) 7 00 ~ 0-- 0-- 7 V) o o - o o - t- o-- 0-- ~ c: c: ::2 o E c: " '" c: " --. .", 's :; o o ':? 00 V) o ':? t- V) .. " c " u OJ '': " '" :2: .. " o:l o 7 "'" 7 00 o N v) 7 00 <: z o o V) M' - o v) - N o o N N 0-- """ ~ c: c: ::2 o :::E l:: :; o N o ':? o '0 o ':? 00 V) g2 ..c: o c: " o:l ~ c: " m o 7 "'" 7 00 o 0-- "'" 7 00 "" 7 t- --D <: z V) v) N - o o - '0 N "! - c: 1A c: " --. "i: ;:a 00 o o + o '0 o o + 0-- V) ~ !E '0 " C) o 7 "'" 7 00 o 0-- "'" 7 00 <: z 7 7 7, - o "j t- o N N t- ~ c: c: ::2 o E c: " '" c: " --. "i: :; o 7 ':? o '0 o ':? 0-- V) ~ OJ '': ~ :2: .. " o:l o C! "" 7 00 o 7 "'" 7 00 <: z o o "<t ",,' N o -0 7 N o '-0 "I 00 "" --D c: " '" c: " --. "i: :; o V) - o 'f N '0 o ':? o '0 ~ ..c: o c: " o:l ~ a o:l o '0 "" 7 00 s "'" 7 00 <: z V) '0 N V) <'i t- o N '0 '0 00 ~ c: c: ::2 o E c: " '" c: " --. l:: :; o "" o t- + '0 o V) + o '0 g2 ~ OJ '': ~ :2: .. " o:l o "! 7 00 o 7 <'i 7 00 N "" 0-- or) "" ~ V'l v) 0-- o '0 t- "" "" V) --D 1: .r u l:: ;:a 0-- o ':? N t- o 1 7 '0 !E '0 " C) o o <'i 7 00 o "" <'i 7 00 <: z o 00 0-- --D o <'i 0-- - o 00 o 0-- 7 M' .fi, .~ " ~ i .", 's :; o N V'l o + t- '0 V'l ~ V'l '0 .. " c " u OJ '': " "' :2: .. " o:l o 00 7 00 V'l 0-- 7 00 "" "I M' <: z V'l "" - - o 00 00 0-- i "i: ;:a 0-- o 1 00 '0 o '-0 + t- '0 ~ !E '0 ~ o o N t-' C! "" S:l o o N "" o "" N 1: r u l:: :; o 7 o ':? o t- o ':? 00 '0 g2 ..c: o c: " o:l ;z -'" c: " o:l o t- - 7 00 o t-: 7 00 o ~ 7 00 o ~ 7 00 ~ <: z o o "! o o "'" "" N o V) - '0 0-- "" ",,' i .. :; o '0 - V) t- + 0-- '0 V) N + 00 '0 ~ ..c: o c: " o:l ~ a o:l o t- - 7 00 o ~ 7 00 ~ t- 7 "l V'l - V'l o t- 00 0-- 00 V) 'It c: ..8 ~ ~ + ~ t- '" t- '" o .. U .fi, '': ~ " ~ i "i: :; o t- - o ':? o t- o "" + 00 '-0 ~ OJ '': " '" :2: li; o:l o ':? o 00 o ':? o '0 s 7 00 o '" - 7 00 <: z o o N or) - C! 7 V'l N o o N '0 t- o-- 7' i "i: :; o 00 o V'l + N t- o V) + o t- ~ ..c: o c: " o:l ;z ~ " o:l o o 7 00 V) - 7 00 <: z '-0 '0 "<to - o N t- o - - "" "" t- .fi, .~ " ~ i .", s :; o "" o t- + "" t- o '0 + N t- .. " c " u OJ '': " '" :2: li; o:l o C! 7 00 o "! - 7 00 <: z o V'l 7, '0 C! V'l S:l V'l N t- "" V) N ~ .fi, ih .- .- l l \2 u = i l:: :; o V'l V'l +' 7 t- o ':? N t- g2 ..c: o c: " o:l ;z -'" c: " o:l o t- o 7 00 o 0-- o 7 00 o V'l V'l --D N <: z V'l "'" 7 N o V'l N o o 0-- or) "i: ;:a o - o +' t- t- o 'f 7 t- ~ !E '0 ~ o 7 o 7 00 o 0-- o 7 00 ~ 7 00 '-0 --D o <'i t- V'l 00 7 N 7 "" M' .fi, .~ ~ i "i: :; o 0-- - o ':? o 00 V'l +' V'l t- ~ OJ '': " '" :2: .. " o:l o N o 7 00 o '0 o "<t 00 <: z 00 N V) """ '0 o "'" "" 7 '0 "" 7 N '0 '0 00 - i "i: :; o o N o 'f 00 o 00 + '0 t- ~ ..c: o c: " o:l ~ a o:l '" ... o N 1;t .. t>. V'l o o 7 00 V'l N o 7 00 ~ o o '0 ~ '-0 o "'" 7 7 V'l N 7 o o 0-- 00' - 1: 'f " u l:: :; o '0 - V'l t- + "" 00 o V'l + 0-- t- g2 '" B " Cl '" c: .. '" c: o .~ o lC 'u 8- C/l .~ " Cl ..c: o c: " o:l ;z ~ o:l " :g I- ~ " Cl o '" ~ OJ o ] o " I- o o ~ '" "" ~ " ~ " '0 il t>. ~ ~ C/l U ~ Cl U ~ C/l -'" '0 9- p.; . CI).... ~ Q = e = .; .J:l .~ ~ -a ~ o ~ ~ CI) a.t.s~ c..-~ <Iioil u CI):E e;:l~ =~t) = ~ >~ u CI):E e ;:l -=- .s ~, v o....c.E >15 .... 2~ ~.- - e CI) ~ .- =: ~~';~ ... 1:':1 .... c.. ... = c.. CI) U <~ CI) i)Il.J:l~ e:t;v Q,) .- :; ~~ .J:l~ bJ>t) ~~ ...;l <U 1:':1 .... ~ CI) 0; ...... ... ;:l <U ..... 0- ~ """~ <'} - ] N ~ ~= :0'5 ~ ~ Eo-; f ..Q = 00 .... ~ ~ ..... Q ... ...~ ~ = :5 Q ~ .... ~~~ ~~..Q ~ ~ .5 ~~oo ~-a Q ~ Za ~ ~ ... .... 00 -- ... I~O ~ g .5 e.::; UJj~ ..:.: ... o 1:':1 ~ ~ :;< CI) z ... CI) = !it: o ~ ... CI) c.. o ... ~ CI) ... ~ ~ s = ~ 1:':1 U~Z N ~'O ;:l !:i C t>O 0; .5: ~ [;:j liso:: [1)....'0 ~ [;:j ~ ....;:2 ~ II ~~ .... fn;:2Z ;:2~~ >. CI) c.. :;... Eo-< = o .:: ... = ... .... VJ = o U l~ o - u _J m o '" 1\1 - ltJ u ~ l'J z '" ~ o o ((l U ZJ O !:i o .....l n: ..J < >- z '" -, OJ N OJ > 7 w cij 0 ::, to L '" 0 19 ~< (f) ~ Z ~;" j N < (t w 00 ~ \-' N ?:: W l,' fa W ..J l? 10 Z llJ . "Cl = f;Iil o 0 0 0 0 0 V) 00 r- V) 0 '""" "T 00 0\ 0\ 0\ 0\ 0\ 0\ 00 l"'f') t"') M M M M rf') 00 00 00 00 00 00 00 t: 1:':1 .... [I) ("i') 0 l./") V) 0 0 V) o 0 '-0 r- V) l/") 0 o 0 0.: 0\ 0\ 0\ 0\ -.:::t -q- t"') M M l"'f') M 00 00 00 00 00 00 00 ~ ...... <U ~ '<t o "l '<t <<:: z o ~ <<:: z Of) N '0 o '<t o ,r; <<:: z o '<t "" 00 "" o 00 00 .,.: Of) - <<:: z o ,r; o 000 <<:: z Of) 0 00 <'I 00 00 "" "" 00 00 Of) 0 o 00 0\ 00 "" "" 00 00 "" t- -.0 - <<:: z o ~ o 00 - - <<:: z t- ") -0 - <<:: z t- "" ~ o o "" o "" V) 0 N -.:::t r- V) 00 r- N t"') -.:::t -.:::t -.:::t "T - N _ ~ o o "" '0 t- "" o -0; 'C ~ ~ f ~ <IS .D U '2 " t: iB o - o ':j? t- oo o ':j? "" 00 r:t: r:t: ~ "0 " " . o Of) N t- o, 0,0 i:: " u N Of) t- + '0 00 Of) N + '<t 00 ~ ..c u c: " CO J! -" c: <IS CO :;:; '" CO 'C .~ ~ U :;; .... .... " u t- o <'I + o a, Of) 00 + '0 00 e<: r:t: ..c u c: " CO J! -" C <IS CO Of) "" "" Of) o '0 "" '0 o .,.: - '<t N 00 -.0 N o Of) N '0 "" N '0 'It c: 'B ~ ~ + ",a, '" o U o Of) 00 Of) C' o o N t- Of) v) :E 0. ~ :E ~ .... 0. S :;:; f ~ ~ f Q S~ Cli .Vi tb Cli u -~ .~ ~ o Cli 't:: :;; U B c: o :;; i:: " u N N o N + "" a, Of) +' t- oo ~ ..c u c: " CO J! -" c: <IS CO t: iB o t- + o a, o N + o a, f2 ~ '0 " " o ':j? o o o ':j? o 00 t: t: " u iB ~ f"l o t- + o a, o N + o a, f2 c;; 'C " '" :;; @ CO o "" + "" a, o "" + N a, f2 f2 ~ '0 c3 o o N a, t- "" '" t: i:: '5 '5 u u a, "" _ N o "" + "" a, , o "" + N a, ~ " '" :;; ... <IS CO 00 "<t I(') 00 - r- tl g' ~ t-~ ~~~- ul-- ;;- .- u 'o1('):E aGO ;:l 0 I 00 t-u~.... o cO r-:= "" t! NU <<:: z o Of') a, "" ... ~ 1:':1 1:':1 CI) .... = 0 =cS o a, '<t -.0 - CI) :; "i: &~ VJ '" ... " E o :;; 'f') t- + 00 a- o 00 + ,. a, ~ ..c u c: " CO J! -" c: <IS CO '" ..... o '" " ;W tl< CI) ... = 1:':1 "; ~~ =Q'I ~Q'I M 00 "'it ..; .... VJ ~l' eN In "'it \() ..; M l"l VJ Cl)1n b r...: 1:':1 ~ ~ = ....... o ~ '" Ei C "" ;j '" c: o .~ u t;:: '" 8- CIl .~ " CI " :0 <IS f-< ~ " CI e '" SJ "iii o ] OJ " l- e e SJ '" ..c o .. " P:: '0 '0 o .. A.. 'E o ~ CIl U ~ CI U ~ CIl ... '0 9- Ii,; . . Table 3 - Work Areas, Treatments, and Activities . . l't') ~ :s ~ E-- rIJ ~ ... .... .~ ... .... CJ < "0 = ~ ,;; dl't')~ ~-=Q e ~ CJ .... '" ~ ~~~ ... -= E-- 1:: Q Z ,;; ~ ~ ... < ...::.:: ... Q ~ o ro OJ N 10 U (<') Z (<') '" OJ --' N .J OJ N > CO I U If, ~ -{ ,. ~ W (~ W'" 0: >- <fJ ro N w ro () N w OJ .J o ~ u o ,n ~ .~ .... :~ .... u -< = .S .... u = ... .... ~ = Q U ~ .S .... = Q ~ I = Q Z ... ~ ~ ~ .... CJ ~ ..... Q ... ~ = Q ... .... ~ .~ - :s .s CI.l ...::.:: = ~ ,.Q e ~ ~ ... .... CI.l ,-., Q) u s= Q) g. ~ Q) 1:; '" ~ El .... ~ ~ ... E-i til u '5lJ o a s= o J3 u .S '-" ~ ~ = ~ ~ .... ;;... ~ ~ = ~ ~ ~ ... -< ..'ll: ... Q ~ .... Q = .S .... :e = Q U o lJ --' " ,- z w ::;; z o '" > z w ,. z o ::;: <: ,. .J <: :: :> ~ Q) ] ~~, ~lr> '5a~Pil a'lE:til;:o ... 0 .S '" ..c......'<:l...... =~BQ) rn <1:l .- Q) Q) 01)"':: ~S=CZl '-"3 . ij ~ cered :j? .S .a Sj"::'O -5 0 '0 .<;::: .2 '" +' g ~ '5Q 13\(')o~g f;l g 0 ~....l "" 'iil rti .. '2 ~ ~ Vl ~ Cd ij a @ '2' ] p ~ 'iil 0.. 0., a~ti~Q) E~a'~~ ~~~~~ ;j .;:; ~ :is ~ ~ @ ~ ~ .~ ~ ~ .~ ~ ~ ~1dO &J ~ (l.) ~ ~ c ~ tl ';jj '.p '0 :9 8 8.'~ g ct35~~~ -;ja'OEl ~~..oc uO: ...c::8~QJ,.E~ U?-o_E",Q) g a ~ 8 .~ t5 b1J~0@"3.2 6:9 8..e~..;::: ::;E~~~"?,2 ......c::~ ~ Q) '" ;j .... <8 .;!l .... .D .I;! .s o ~ Q) b1J ~ Q) ~ .. '3 '" '0 g OJ .;:: Q) 1;; 8 ~ ~]. o g 5 tl ~ .~ ! .~ 6. ;:l > 0 ./:l .5 a rJ) .~ @- ij 9 ~ ~ ,...." Ei: CI.l ~ . .5 ~ .D ~ .:=: g .D:.a ~::e .2.2 '0 1;l @ 's '" .- ~.a .- a ]B u '" I:: Q) .~ ~ .... ;j ;j tl ~ '" Q) a '" Q), Q) ~.5 ~ ~. ~ ] o-a Q);Z 'iil E ~~ 6J '0 ..>:: '" ;:;g~.D :::: 0..b1J <E Ji Sn'E ~ ij ';jj .~ ttl p Q) Q) .Diil'Oo "l:j (1) Ii> c J:J tl > .- '0 ?-o ~ <E &.st)~ '" E"O a:: o ._ u b1J ~.b&:~ ;E~~~ ]13"g~ b1J'- Z 'tl "'0 ~r1') C @ [..ell U'.l..9 ~= -5;~<E ]~ 8.1 =f'fI(f.)"'O <E1~.2 ~';'B71 '" [;::l ~ .D 0 ./:l ._ -VirJ)"'O :g~:E~ij Q)~.s~S ~ . V'l lZl . "0 .... '0 C tl 8 S E U Q) I:: a .9 :.a '" Q) o '" [;'0 '0 g g I:: 1: .~ Q) 2 a Q) ]~ ~ :~ .. '" ]'0 . @ ~-g ~~ .D '" f;ll .8 ~..c: 8 v I::]~~~ o b1J cr',,:: '~~M~U [;Q)~Q).I;! '0 t:l '0 S 'r;; .~ g- 8 ~ ] ~~t)a"tj I:: Q) '.:; - .- '" '.p ~ P'< g 8 ~ g .- 0 0.. "" 2--aQ:l';;'C;0 I:: .~ '0 .... ;:; .:=: ..>:: E .g~s~~] ~c.8 ~"'O~U)...c::Q)-(l.) I:: 0 ~SU ....;S;S 8 t8 ~ :-a 8 .a .~ .a -~Q)]~] ~~v II a 0 0 0 :> S ';jj '" ..;:::1::::::;E;>ttl~~ "::s~,,::""'C;,,::~ttl U U'- Ol) 0 ...... u "'0 .n .I;!..o8:'::8~'015'$ - Q) gj' P .;:: II Q) U .~ ~ 0..':;' ~ f-< I:: .s .g ~ ~ ~ (;l .~ 0 '8 '0 I:: O....lt)>~Clii:~~ ......... '0 8 o ';jj I:: Q) '0 OJ > .~ '" .... <8 Q) ~ ~ .~ .~ ~-a '" Q) .D > ] 'iil '" I:: '0"" 8 ~ M .~ ..~ 8 ti --a.a '0 ~ g'~ ~ .; -0 .~ E~ ~ a ~ r.f) ,9 .... 50 ~ :B '0 0:':: I:: ~ go "" 8 ;s +-> QJ +-> lZl ] ~ ~~ Q) :0 'r;; 8. ~ Q) Q) ;S B ~ 'a :% g !;::: 15 Q) U '" ~ o .5 Q) s ~ .~ .g [; a!"Q) a~ ~ ~ ~~ Q) 1;; tl ~ ~U a ~ - .... '0]'$- '0 ta 0 .$ ;> QJ -:S rJ) -;: ~ .~ ~ I:: 'a --a '0 o o !;::: ~ Q) I:: .a E E @- Q) 50 ~ 8. ~B .- 6 ta b Q) .- t; a .E b1J .;:: .... Q) > .;:: I:: o '" .. U Q) '0' 0 0 .... 0 C> 0.. + + S Sj :l .5'~ ~ "0 '" N 8 8 ~ :%] 0 0 .~ b1J 0 '" :j? 0 ~ .a t8 ti N ~ ot g~]~ gJ;~ ~;i~ '~s'~ a+-> 0 .~ en g ~ 15 ~ '" a ~'O'OE 1::1;;~ u~80.. ~~'" g ~ 1::.9 .2.2';:: tI)~O~O~1U~ ti 0 0)< :j? .;:; > '0 Q) E .;;< >-< C> .... .;:: ;>., ~E-a~~gg8 OJ::::asg <./::~ .~ 2u Ou Q 0 .{J .. C5 b1J ~ ~ '5 ~ .~ ~ :j? fr'2 a a >'0":: ....00'0 Q)- >:@@-Q).-....E'O .:=: ..!!:! 50 1;; '" jg Q) I:: ~ s~ 8.E ~ ~~.g e 8 8 .s 0 '1a .=: ?o Cd 4-o~4-04-0t>t;t)d"'5 ~~~~~ ij'~ '$ ~ ~~~~g~5:g8 ....l....l....l....lN:;Uf-<<( ......0... o o 6 N o o 6 . @ .D .s "" o 0.. B I:: o .;!l .... ij ~ Q) ~ I:: ,t en Cd 1: Q o .s.a .~.~ \(')..e'O ~ .:t .~E ~CI) N ~'5Q ,5 a so~s o~ .~ ~ a ~ :j?.8 ~~'g8 ~;:; ~ s '2' ] @ ~ +-> .~ C. ~ 'E..g "'5hC/)CQJ t/)-!. .;:: a .~ 1;l a'~ !J ~ .~ gj; ~.; .;:; .. .- I:: ~_" ~ ....fn~..g '4oItTj 8 'C ~ tTj .... 0 ~ ~ ~ ~ .~ ~ 1::';:: ~.;:; I:: M {a'O 1;; 0'0 ~8~1:: fJ8 ~ '.0 "0 or;;... 8 g .~ 1ii 8. g I::+Q)'" Q)+ gl'-",,~ '000 "E~o.2NaN o .:=: '5 ~ ~ e ~ u1;;at:~o+ ~ti8]t5"@~ '$~8;jQ)~go :9 I:: ~ ~ 1;:: Q) ._ 0 ~~>.Ll~2~:t;l+ .~...s::~.1.fj~ ,,:: u :.a ~ ~ .!:l E Q) ~~ ~,s Q) 0 u .. ~ 15 ~ g ~:e' .!:l~g E:.::;;!;. QJ g M ~b1J~ ~ '" .:=: u QJ ta .9tdt) Q) ~ a ~UQ) . . I:: ~ 1;l ~ ;j .D~ ~ ]:g .is 1Zl":O ~ EEl .s '2.~ g ~ .s ~ ~.a Q) .- a _~ ] B u '" .. I::Q) ~ .-!:: ~ vf.P .- ~ u .~ ;j g '0 ~.: [;J a g OJ - I:: .;:: g 8 Q) I:: td o'E a ~ E E .:=::a '" '" Q) ->ro ~ 0 rn '.. aJ '"d o 8 g 5tl"']1:: .... QJ ~ +-> 0 Q) ctj .2 I:: ';jj .;:; .;:: u E 2 ~ go 2 ._ Q) i;....ti]_a .- e: p '" .~ w (;l 's 9 ~~ ~ 'Ci) ..... - r.f) I:::: "0 ~ ~ .5 ~ 8 '0 8 o ';jj I:: .I;! ~ OJ x > Q) .~ .s : B <8 I:: Q) '8 ~ a :%0 .a .~ ~ t8 ~"a '5 E ~ ~ ~.~ ~ "04-. .s 8 ~ .a ~ 9 Q) S ~] ~.~ ..... d .g > a E ~ ~ 0.. .:= J:: .- '0 ~ 0.. .~ g .- b1J ~ '0 .; .g .~ g ~ E~ ~ S tl ~ @- ti .g .!:I ~ ~ 5O~:.aoaQ) 0:'::1::~-[; go"" 8 '" ] ;S '$ 3 +->~.....t)>~.:SlZl '2 r:/J ~..s -< ~ 'S: ..s roe_...;.>e Q) :0 ';jj 8. '" Q), Q) 1;;.S -5 ~ .~ c u - II d 8 O-a Q);Z '.g ;>.., bJ) @ > ,,:: '" ~"O~.D ;~8..~ <E fJ Sn'p @ ij ';jj .~ .D,S.I;!Q) "O~1U~ ~ ~~.~ Q)a..:E ~] ~] o .- U bl) -;;;~~'O ~71;sg o IZl a en !~~~ 8 [,,:: Q) ou::: ~ -;;; ~ :; -5>~"" ]~ 8.1 ::::('f')tI:.I"O <E1Q)Q) ~,;,El::a ttl [ U ti .D 0 g .a "OCdV)~"O ~+->~~5 ~..s~~i:O Q . lZl t/) . I:: '8 --a "8 !;::: ~ ~ .5 ;>., -& E '" .B 50 '" 8- b1JB .5 6 ta b Q) .- t; a ~ .D o. ~... I t o M .... \(') .~;1 s .... M .~ s] '" '8 0 ~ Q) 0 ... '0' + 0 ~ a ~ ~ ~ C I tr) "'"' o 0 N.~ .a'iil:j? ].... ~.~ N 0 .~ .g. ] ""'. 0 g \(')+ ~b1Jg;S 0 0+ .- ~ .S ~ tI) ~ ~ ~ N 8~]~~,-, ~ N~OS f;la~ 0' soo+'iil "'CjO> ......i t) 8"~15 * 'i:;$;a ~~'2E ~ ~~.~~ uQ)",o.. I:: "::",~...... ;::s ClJ c...9 0 .~.t:: tI).~ t:l~~to'~ ~~~~o ~ E .;;< Cl :j? a .~;>., ttl .~ ~ O Q) Q) '" N .2 '" '0 ;D '" 0- t.::< a--a8N- '" 8- "'M OJ .<;::: a s '2.{J .g ~ g,.g S u200",,,, b1JQ) 0 b1J'.p ~ .~ ~ ~ ~ 0 8. ~ b1J.. I'i '" "" ~ .... .- ~ 0 Q) .;:: a I:: .;:: ti a >'0-&....6'0 ~c: 0 ~.... o ~ 8 '" ~ N a ij 0 ~ ij ~ :.s --a [; 50 ~ I::.D f-< 5 .2 f-< ,: '0 a > 8. .:=: b1J ~'.p ""0 ~ .J:: 2 8 8 B "0 ]j 'E ~ ~ ~ .~ <0 <0 <0 <-0] 5 .~ ~ E ~ ~ ~ ..>:: ~ ..>:: ~ 0 Q) 'gj 2 .!:l a 1il.D ,5 ~ '" ~ '" 0 z 0 +' .- u Q) .- ....l....l....l....lNQ)Uoo~-<~~'2 ......"O.M....ro @] .~ C) ~~ '0 '" .~ ] b1J:9 ",.a s @]"O I::.!:l o..s:: I:: '8 '0 .... t:: .g -a 2 ~ <2 ~]~J3~ S ro9 ~.g ..... u ::::: f :.a .a Q) Q:S Q s:: .~ itEg88.~ ,,::1::~.EQ)ttl u 8';jj .~ '0 .D .I;!;>.,o-E'$ .~ ::::: ~ gf Q) C) t: ~ 0..';;' a [; ~~~~;a] O....lt)>~~ o o + o ,. o o + o N <<l .... o <1) ~ p.., .!!l .s <1) Cl "0 lii <Il C o .~ u t;:: '0 <1) "'- CIl 6b 'r;; <1) Cl <1) ~ it <1) Cl o <<l ~ ca u ] u <1) f-o o o ~ <<l .r: u '" ~ -0 '0 ~ p.., ~ ~ CIl ~ Cl ~ CIl -"'l '0 9:- 0..; . l'f'l ~ :is ~ ~ fIl ~ ... ... ... ... ... ... I:i -< "0 = ~ ril 'dl'f'l"t ~.:10 e ~ I:i ... ." ~ ~~~ l. .:1 ~ t: o Z ril ~ ~ l. -< ~ l. o ~ o .J (l) o ~~. W l') o ctJ 0 l') Z UJ (l) ('I it W W o 19 In Z W u 0) ~_ cI) ~ ~ .J OJ (\I OJ C.I I U Ul <( " < oc (l) C, N w co .J .J "' o f- U .. .~ ... :~ ... CJ -< = .S ... CJ = .. ... '" = o U ~ .:1 ... = o ~ I = o Z l. ~ ... ~ ... I:i ~ '0' l. ~ = o ; ~ .ts - ... .c ~ ... rLJ ~ = ~ .c e ~ ~ l. ... rLJ ~ (]) u $:I (]) ;j '" 0- ... (]) = ell ~ SI ... ll: ~ .. Eo-; c;:; u "5'b o '0 $:I o .a u .15 '-" '" ~ = '" '" .... ;;.... ~ ~ = ll: ll: ~ .. -< ~ .. o ~ .... o = .S ... :a = o U It! o U .~ .( ,- Z lu 10 ('1 (0 o oc > z W f- Z o :E <t f- .~ .( (]) ~e E;J 0 G:;' -e E;J 3:: O? ~E:C;:;05 .. 0 .15 ell .0--0_ ~ ~"~ ~ Q) b.IJ ~ eS ...:1 :; :; :; . ta ~ ~~8~~ '" ~ ~ ,S ~ c ~ t.f)...c: ~ o ~ 0 .<;:: .a 'm :> 0 ~ '50 : 't: '-g ~ c= ",g~~3 1:! + '" '" -0 ~ ~ 1:! ~ ~ ~ 6 ~ '2' ~ Vl'~_~o.~ O1)1.n1i.iCQ) .S ta -0 .g 1il ~ 1:! 's 1J ~ t> <:t::: -0 .g ",O)~:g~ ~~6t;~ r~ ~ ~ ~ o~""O' ta 0. V~ @ if 0 '"0 .~ '"0 '0 ~ o",~ ij ~ fr 'i? 'B '" "0 "0 ("1') C+-; ~ ~$~~~B~ 4-<4-<052 ~~J;St;~ ta ~ '=l" g .~ c;3 ~o;goj"3O) ~~o~~e o:l ~ 'm w >-. 2 ..Vl..c~ ~ 0) '" ::l .... <8 '" .;:: ~ 0) -0 .s o o ~ 0) OJ) ~ 0) :0 oj ..... ';:; '" -0 ~ (ij .;:: 0) 1iJ S ~ ~]. o @ ~tl'" L-. OJ ~ ~ .rg B '~ g. E ,5 5. '" u @- ~ '"5 fgJ ~ :< - '" ~ ~.s '" E~ ]~ ~:e 15.a '0 1:l ~ 's '" .- OJ) .5 .5 S ]B u '" o 0) ';;' B 0) g 5 tl ~ '" 0)0 S .... "0 C .... 0 E u o E U 0) o S 0:0 'C;; Q) o '" ~-o -0 ~ ~ C ..... 0 C '00 0) 2 S 0) ]~ 'S ~S '00 '"0 '" ~ ~S ] B . oj c ~ ~ 0)- U Q) o g ~ ,~ CT..c '~ ~ u ~ (]) ~ -0 S ';';; .~ 't:: "'d 8 -g @ OJ) "'-0 .S o'S ~ ..... 0 ta ~ 0. 'C: oc~-a'C:E .g '_;; "0 S ~ 0 ;:o.-S""g"" :.a'"O~ r/l..... <J.) oo~s-s-S 8 ~ ~ :; .~ .5 ~ "'2 6 -g Q) .tJ S o 0 0 5 '" '" 0 ll;:::cut;J8-Q)~:E ..co~.E..c t;J..... ~ 8 '00 .~ U "0 ..0 8 :O~_.be~] c: 8~ ] ~.5 ..0 a ~ 0 0) Q) 0) i>:> ,5 .- ~ ..:<: >t;j2~~]d~ O.....:ir.rJ>"'"'r.rJ~.....:i ........ -0 0) '" ~ :0 B.5 ~.o .~ a3 () or;; 0 ~] ] ~ i 0.... ::;"@ ~ 'g~~:fj:> 0) :> ..c oj c 'S:: 0) 0)-0":<: oj 5 -s Qjij~~: B -.0.0 <8 c ,2 $J 6h -.;.:: '8 ~ 5 'Vi .~ C) ...... t;JsO)O) ~~ .fr ~.....-oo ~o 0 ~ ~ ~ ~ '9 '"@ 0 ~ ~ > .~ ~ C<j ~ 'u i>:> i:2 oj -0.. ~ 0)(;3 :!:i '" 0) o.";j]o ~~ g 8~8~ ~.~ ~ rIJ;P:~ ~~ 0 :!:ioj..c~ ~o ,5 !!~~ ~j ~,! ~8...c~ ~~ ,g~ ~~g= ~ e~ ..c > ~ <2 -0.. '0;, 0. .- U ~ -oc "'~ 5 :;:; ~ li1 ~ .;::; OJ) '" ..0 ~ ~ ~ =:J .5 ~] 1")"'-0 tti-o~O)oj ;@~~~E];gstl~ ~~usg.rIJ,g~~~ t;J 0. ~ '" 51 ~ :0 '0 ta 0) ..0 0 .t:: .5 0 :.::: c: u ...... '"'" (i) rIJ"'O Q., 0::::::"'0] 3 0) P 0 0 -0 U oj '0 '.;; lZl-ca<U.......V.......t);>w ,5 ~ 0) iii -0 0) ..c 0 -< 0) .~~.~c;~~.~ c '8 -0.. -0 o o ~ ~ 0) o .S E E @- ~ 51 oj 8- if~ '.g ~ 0) ._ t> s ~] .s ;g '~ :' i .;:: .... 0) :> .;:: o o $J U 0) "0' .... o 0. o 0 + 0 Q N '.g 'S tr) ~ 0 o -0..6 'i?8 ,~ if '8 * ~ ~ 6 ~ 'S: ~ ~ ~ 0 c ~ uGlj;g ~,o;;;+oo ~ 8 ~ .9 'E '~ "'O.9;>~ Vlt) 1@O)]", E~tata O)::loj@ 0)01:!1:! B~-o1:! s+..... u ~ ~ ",8 g.~~~ g ~ g ] + ~ ] '~ ~ ~ 0 .o.g tr) Q) ~ ~ ,~ 0).... E .~ >-. S Cl 6';:: .... 0) 0) -0 .- '" 0 0 -0 <8,g-o..8:S 1:l+ 0 ~ ';:; s ~ ~ 5 ~ ,.f! 6 b8~~gd,c;~ ~ .~ ta ~ ~ 0 fr 00 -0 -a ~ ';:: ~ 6 -0 '" ~~o{l1iJ'=l"tas ~ ~s-o~ s.n'.g ;> Q., 'P Cd 4-1 .~ gp t) 8 .s ~ tt) 0 .s '~ a 4... 4... ;::j S QJ 'fJ ,~ Q.) oosO)O)Otlc ~~;Jo.o~~rIJ$-' gggtaO~6E .....:i.....:i-<.....:i~';)uO) .......o.u 0) -s .5 6 o + \0 '" -0 @ 6 o + I") '" (ij u 'f: 0) :> :< 0) -0.. S o U '+- o ..:<: g .....:i o o 6 \0 o o + o '=l" . -0 6ta OJ) @ 01:! ~ ~ ~ ~ .g .:t -o~ ,5 \0 !@ ~ 8 s 8 's + .~ + "'0 ~ '" $~ s ta ;g o^ .~ ~ .~ ~ ~ .:c ,- \0 rIJ 0.0 U) tr) ta ';:: ta -0 1:! ~ 1:! !@ E 'E: G:: o~ 0) 0)0 s 6 -:.:t ~ E ~t- b Q) 't:: o~ ~ ~ s'i? 'C :'U g 8.s~ 1:: lZl (l) ~'.g-e J~o~l~~~~ .E ~~01:!'i? bJ)Q~d......+->\O .- 0 (;3 oj ..c \0 ~ ~ ] ~ g .~ ;g fa co - '"'" J=; '"'" .9 u t; ~ ~ " - '" ~ ~.5 '" O(J 15 ~ 0.0 :E:o gh:e 15.a -0 1:l ~ 's '" .- if,S .- S ].9 ~ ~ .~ ~ 5 E ~ '" 0) S o tl ] 8 s E u 0) o S 0:0 'Vi OJ o '" ~-o -0 ~ ~ 0 ..... 0 5 ';';; .5 g "'2 ta '" - 3 :~ '" '" ,5-0 . @ ~ ~ 0)- U Q) o g ~ o CT..c '.g ~ u '"'" <U .g :9 S ';';; ~ 'C -e 8] @ if-:9 ~ '~ 8. ~ t;J-4-< o~o.os:: o '8 -0 .... ..:<: ;:: ,g 0. B r.9 g r.9 :.a-e-SU)-:>.C ,- -0 :>1iJ 0)(;38-0 0 O.....:i,n>ii:~~ ~ ~ "'(ij .S 0 ..c:O .<;:: .a ~ '50 ~ S ta; ~ a '0' !@ 5.ii: .~ ~ 1a ~ ~ bfJ :g ,S tl ~ ~l gf~ .- -0 ,~ @ 0) '" 4-< 0) ~B'=l" 5 2 "'"' e ti t) 0) lj U~CI) ~ ::l 0) ~ oj e '" .s 0 ..... >-. .... ...c",", -0 0) '" ~ ;e ~.5 ] a ~ ~ .~ ~'~ & u,..::; .B -. OJ) ~ ~ ~ ~ 2'~ .s 0) ~ oj OJ) "'.... 2 ;:::: 0.0 0 - <2 .el 0'';':: "" 0 ~ .- OJ:) lZl .- C<j 'u ~ i:2 Jg ~ -0.. ~ &~];g 15 ~ g ~:B8~ ~.~ ~ :;tl~-o -04: 0 ~ ] ;S @ !@ 0 .5 00) "'c 8 ~ '" 6 0) c Z ..c Q) ,- - 0 .d~M~~! ~.~ @ 8...c~ E~ ~ ~ lZl ..9 g = C<j!::: .~ 03 lj '" 0) <2 -0.. .- .... - U 2: '2 ~ -0 if 0. '~ 5 ,. 0) t;J ~ '13 gp ~ -0 ~~~~ tti-o'~~~ ~-~~]E~;g~t:~ U) u ] g. ti .g '"'" ~ ~ 8. E ;g 51 ~ :0 '0 ta 0) -o~-_~~:g ~~ 8~]~ ~t) ca<U....~....lZl;>~~ ~~~~~]~~~~~ .E ta ,~ 1:! .... .... .~ E .... 0) o U o So 1iJ $J '.'i?<:t::: ~ 8\O~ '0' + t- .... '"'" - -e ~ ~ ~ !@ .;:: ,~ @ 8 -0 ,S w + @ t<:lN 80\6 o -0..;;:; +\0", .~ -o8..g ..... '" .:t lZlOJJ +-I \,O!::........... U) .5 t+:: {/) U) ,9 \0 1:l~O)""-'-~OO1iJO U O..c o,~ t; 0 ;;; s;; it:s ta 'm ].95,-,r;-~1:!~ ~ .fl E 0 ~ <t:0) 0) 1:l-6;; 0)0 ~ 0 g ~ !@ g,.},i~.EOJ) ~ 0) 0 t- ._ :> ::: p S ~] :::.t:: 't:: :'C:.oO) t<:l 0) 0 l:i ~ E '~ Cl 6 .~ ~ .~ ....0)0)"'0+000.-; <8s-o..1:l t<:l<=; ~ .~ g g r:g ,tJ g ~ '€UUlZl~CS+o.o ~ 0) ~ .~ ~ 0 fr ~ '2 s ~-o-a"".},-o-o-s o 0) @ oj ~ \0 ta ~ 5 ~ ~ ~ ~~.~ ~8+ ~ 2 U 8 .9 0 W .- i>:> '-4...4-I~ Q) ~.~~ ca 0000..s5t;l"':; ..:<:..:<:..:<:..:<: 0) 0 o~ g g g ~ 0 ~ 0 0 ,_ .....:i.....:i.....:i.....:i~ ~u'm~ .......c.{/). o o + o 00 o o + o \0 o '8 :g. 8 ~ ~ 0) o .5 >-. ..c j~ oj 8- if~ .~ b 0) ._ t> s g] -s '" .~ ~ o o + '=l" \0 f"l .... o N I!.l gp 0.. '" .~ Cl "0 S ~ o .~ u ~ '(3 I!.l 0.. <Zl ~ ';';; I!.l Cl , - Q) ~ f-< ~ I!.l Cl o f"l O? Ol u ] U I!.l f-< o o O? f"l .c ~ I!.l c.: - I!.l "0 ~ 0.. '€ ~ <Zl ~ Cl U ~ <Zl .:< "0 ~ Ii,; . ~ .S:! ..... :~ ..... ~ -< 1:1 .S ..... ~ = '"' ..... ~ 1:1 <:> U ~ .S ..... = <:> ~ I 1:1 <:> Z .... ll) ,~ .... "0 ~ ~ g ~ ~ 0" cr Cd on o ,5 .5 ~ o.::t. .<::"0....... ~ 0\ .~ B 0 ~ g g ~.~ 1 8 t t ~....l (;l .~ 00 0\ +-> "0 Q) ~ ~ Q ~ ~ ~ a .~ '~'2' ~ ~ ~ ~ cnc..~ 0 <t: '" .....:ll) "0 2 a i3,g1;l t;j ~ ~ C~r,j' E .~ ~ €;.::: bIJ ~ .... .~ 8. :g ,5 ~ S ~ 0 ~ ~ ~ ~ '~ ,~~ ~ ~ td ~ ~bI}~ ~ ~~ 'P- 0 C ~ 0 or;; .- "0 ] 8~8. ~.~~ 0 ':l{)ll) 15ll)'" cG !;lO\"O ........... ~ g '@151l ,:o~l{)~ o.E....... a1::g~5 u~v ~Q)~'t>o ~ ~ ~ ~ ~ .~ ~ U.W S ~ 5 ll)': .. ~EO()Cd~(I)~ ~.... o':"2o:lta~ ~-Eb~c1;~"-lR2i . 'i:: . 0\ . . ..s::: ~ . "0 ~ '" o:l '" ll) bfJ '" E ~ ::l .... 0 .0 <B :E:a '" 'C ur:c; ~ bfJ.... ll) EB "0 .s "0 ll) N 0 ~ 's ~ '" .- bfJ': ,-.., .: ,- (l) ~ .- E u ~ ]B ~ (l) u '" ;::l ll) .5 ~ ~ cr ~ uf B (l) l1:l ..... CI) .... ll) u 1:1 '3 .... ::l ~ ~ ::l P .... ~ '" gJ ... El u "0 '" .... ... '5iJ ~ ll) '0 ;;. CJ ..... E = .... .... ~ 0 1:: ... ..... ~ '0 ] '0 CJ '"' 0 -< E ~ ~ .... E u ~ 0 %J 0 1:: 't:l a. .E E u ll) = ~ = .: E ;;. u ~ .g :a ~ 0 .S ~ .... 0; '" ll) ~ ... ........, '0.. 2 '" ~ > '" ll)"O l'f') ... l'f') ... .~ 0 ~ a = ~ E "0 ~ ~ -= - - ~ p '" ~ .: - S CJ 0 .... ll) ,I;J ll) 0 ,I;J ~ CJ ll) t;j a 1:: ';;j ~ ... ~ ~ ~ .::: 'C ll) ~ ~ ... u E 0 E-- rJ'.:J gJ 0. S .... ~ > 2 :a ll) a. -= ~ '" ~ E-- .5 0. ll) t:: = g. @ '" 's ~ 0 ~ .S:! 3 "0 ~ ~ ll) ';;j .g ~ z ,I;J p '" s ~ '" ..s "0 <l) ~ "-l .s ~ <l) a. gJ . . . .: -< ~ a. ... a. rJ'.:J 0 ~ o ill G) 01 ~ ~ = ~ ~ ~ >. ~ ~ "0 1:1 = = ~ '"' -< ~ '"' <:> ~ .... <:> CI <:> .... ..... ;s CI o U J() u C') z C') :E o U ..J " f- Z lW w ~ ..J G) - 01 > OJ ~ u r o 0: > Z W f- Z o :E " f- ..J " (l) ~t2 ~o'-'" l-< tr) '5~o..O? ~o::ca~ ~ ~ co ..cB:.a~ ~ .B .g ~ (l) OJ) t3 e5,5 ....J if .1: U. .., o In II! (1') W C') fr Ij)lD OJ OJ () OJ '" OJ ..J o ~ u ~: ~ o In . .: o ~ 8'~ g + '" 8 ~ ~ a ~ .b '"d Q) ~ ~ ~ ~ .~ '0 "0 0"' .~ 0. ]g~:: 8 <l)cG- ~ .~ '~ @,q ~ ~ .: %] ~5~a ,~ bfJ 0 o:l ~ 8 1;;; 0 ~ .5 S tl ~ bfJ ~ ~ u ~ <l) .g .5 0 l{) ~~-B~ t;j~'E~ "0 B >o<l) _ ]::C: '" ,g a .... o"Oat;j !;l{j~ cG~~tl ~"O"OE ,q........t;j u ~ a 0. .: ~-Eb<t: ;:l ~ .: .2 o::l C2 '~ 2 ~ ~ 0 ~ .... l-o ....o,oll)gUB~~ ~ 1:: ';;( Cl + gf.:'C 'C C5 ll) ll) ~ ;e 'p ,g .: E "" E '0.. u v' .: t;j 0 0 .- E 9 "0 ::l - '" c.i:: ~200~::C:~'~ ~ '€ ~ ~ ~ 0 til .5 8. gf E ~ ~ :.a ': ~ ~ ~.g '5 o~~g.%J~:g~a~ :E-Eo.~ g,:s 15;e.......~f-< ....S 0 5 o.........p 02 gf::> _ u u 0 0 o:l <l) .<:: .- ~ t+... ~ c.;..... ~ ~ 1n g .~.!:? co 000 0 Q) C Q) l-o l-o +-> -'<:-'<:_"c~"" &l tlf-< 1320 g g g g 0 z ';;( 0 0 'C 0 ....l....l....l....l$;ll)"-lClUf-<,f; .......0....0\ %J .s ts~ . ::l .: o:l ~ ,g -a <l) c2 t;j..2 ~~ > -'<: ~ 2"0 U~ ll) ~ o:l M ~.o.= c2 Zl ~ 'P ~ 5 'r;; .~ ~E.g~ "'Oa3~c ~ ~~'~ Q)ca+-,~ p.s~o ~,e8~ :;~&:"O ?;:].<::a '0 '" t: '" ~.5 ~ ] '"O~("f")g ~ 0.'<::.8 cn..9~= <l) '" ll) c2 ~~~~ ~ ::c: o.~ :2'7~13 ~ ';;' B ~ 8 & 2 ~ .rJ 0 ....... ._ ...... en cn@"O .s Q) c: ",- ll) ..sE~iO . Vl en . ~ ~ 80) 5 2 8 g.. o:l .~ ~ ..g ~ ll) .g "0 S ';;j .~ 'C "'0 8] ~ ~_:s! "'.- 0 E ~ ~ 8.~ .:~'O..~ E ,~_.: '_8 "0 C5 -'<: 0 -.-Q.,B~~(+-l ~"'O..scn-Q) .: 0 ~15;s-B 8 S <l) 'P '~ .: ~ "'0 ~:.a ';;; ~~':':Q)"" ",,",00 5 U) rJ:) ~~.Etilfr~ ~ 8 .~ /;)J)..g '"0 .J:J ~be~]"S8 .~ ] fr'~ ~ ,~ .8 ~ td Q) a 'c.;j 13 ~ O....lU5> i5: en::> ....... . '" ll) .<:: u .: ll) ~ "0 a .f' '" .: .g 0; > .~ '" .... 'C o o + o o ...... , o o 6 00 M ""' o M ~ 0... ll) :0 ';;j '" o 0. 1:: E ll) -B B .: '8 '0.. "0 o o .:;:: 1:: ll) u o:l :g' o .5 <l) 8 ~ '.g .g > ~~ a:::: gJ 5l ","0 <l) <l) ~ ~ ~rs a ~ - .... "0] '0 ~ > ll) <t:"'- .: '8 '0.. "0 o o .:;:: ~ ~ .5 ..2 E g. .B 6b o o:l 0. bfJO .: ";' ,- 0 ~ b ll) ._ t; E '5~ o .... .<:: '" ,<;:: ..s ~ . ~ 'OJ Q) Cl "0 lii '" t:: o .~ u J+:: 'ti ., P- ell 6h .;;; ., Cl , ...... ., ~ 1-< ~ .;;; ., Cl o M ;.? OJ u ] u ., 1-< o o ;.? M ..c g ., ~ Q) '0 g 0... '€ o ~ ell U ~ Cl U ~ ell ~ o eo A.; . . Table 4 - In-stream Structures & Planting Estimates . . "'l!!' ~ :c C':S ~ rI:l ~ .... C':S a .... .... rI:l ~ bIJ = .... .... = C':S - ~ "'0 = C':S rI:l ~ a. = .... C.l = a. .... 00. a C':S ~ a. .... rI:l I = ~ o .-l ro o ~ ~ I{) w U i'1 (j Z i'1 o 0:: o ..J OJ - 0' > Q) >- 'u I <<l .0 ,- I{) 1>1 i'1 (j ~ i'1 Z ~ ~ N 0:: w ai o N W w ro ..J W ..J..J o ~ u ~ .Cl C.l C':S ~ ~ lt~ co N I U l1) <{ tL <:( o lD .... C.l ~ .- Q a. a.~ ~ = ~ Q ~:= C':S .~ - .... ,.Q C':S .... 00. ~ = C':S ,.Q a C':S ~ a. .... 00. .... ~ - Q C.l C':S ~ .Cl t: Q Z ~ o U ..J <( I- Z w :; z o '" > z w I- z o :>. <( I- ..J <( 3: 3: 3: . rI:l ~ ..... ~ e .: ~ ~ eJ) = .: = ~ ~ 100 ~ ..... eJ) ~ = 100 .c ~ ~ 0 ~ ~.....~~ ~ == ~ ~ ~lXl-= ~ ~~~~ ""':: ..... C.I o ..,. "C f looN ~~ ~ = :5! .c ~ 0 e-=~ :=.....~ Z ~ ~ 100 := ..... C.I := 100 ..... 00. e ~ ~ 100 ..... ~ I = ~ ""' o 100 ~ .c e := Z = o .... ..... ~ ..... r:1'l a .. ~ ~ ~ c.:: eoo. ~ ""' 100 ~ 0 ~ ~~.c = :5! e o 00. := ~:: ~ Z ~ e ~z ~ 100 := ..... C.I := 100 .... 00 "'Ot;;l~ a ::: V) 0-l~P? = ~ .E ;;:; O:lO1l...... .: .~ g ~ ~~...:l..s::: 000"'000. ...... ::: tl) ~(\lt2 tl) a 2 ~o::~ ~ ~ tl) tl) - ~ ~ ~ 100 loo~~ ~""'''C = ~ = oS ~ ~ -;~~ eJ) ~ .g '~loo It"l -= 00. - ~ ~ ~ ~ - ~ ~ ~ 100 loo~~ ~""'''C = ~ = oS ~ ~ -;~~ ell Q .c I~E f"') -= 00. - ~ ~ - ~ ~ 100 ~~~ ~""'''C ~ ~ ~ 100 ~ ~ ~ ~ ~Q,.Q ~E -= 00. -I< ~ ~ -I< .. eJ)-I< .. .... rI'J ~ ~ ~ Z~f ~ ~ ~ ...c .... := -I< ..... 100 -I< ~ -= -I< ZiJJ. ..... ~ := 100 = ~ o g. zs ~-I< U C.I-I< N .C Z' e~! ~r;.. Q .!:: !Xl 0 Q'\u ~ .. : ~ oJ< ~ ~JA ~ ~ ~ ..... zoo. := -I< ~~ .C ,.Q ~ - Q.'-' ~~ .~ "C ~ t Zoo. - "C ~ eJ) eJ) ~ = '-' N l(, ..... 0\ ..... N tr, ..... 0\ ..... r-- V) '1" r-- V) co N N 0\ N or, M ""> r-- 1.0 o ..... o ~ o o V) 0\ '.0 N 0" or, V) N \0 V) 0\ ..... o 0\ .... '<l: N <t:: Z <t:: Z <t:: Z <t:: Z <t:: Z <t:: Z <t:: Z <t:: Z o M .. ;..:..> r--::;@ .. r:/J '-" 53"~ Q) r--:J~~ ;..:..'-'>> .....:l ~ on '" OOoCl ..;...:,-,~~J-. =q::....... U g~~~~ s20ngfg <t::o.3iZlp:: o o + r-- V) r-- + N V) r-- + o o 00 + o V) r-- + N o o + ..... . 1.0 1.0 r-- ..... 0\ o N o ~ ,. ,. 00 NO <t:: Z ~ o ..... 0\ ..... 0\ M r-- N r-- M ..... 0\ ..... M V) 0\ r--: N N vi" o o M '<l: ..... ..... 0\ M 0\ M r-- ..... ..... 0\ V) r-- M - o ~ 00 o V) 0\" ..... o l(, N 0\ ..f 1.0 00 ,. N 1.0 ,. 00 M ..... 0\ 1.0 1.0 ..... V) V) 1.0 o o N" o 1.0 N ~ V) 00 ..... II ~ 00 N ,. 00 N ,. 0\ 0\ o o N 00 o ,.0 ..... o N N v: M 00 II ~ <t:: Z <t:: Z <t:: Z <t:: Z <t:: Z <t:: Z <t:: Z <t:: Z -< z -< z <t:: Z -< z <t:: Z <t:: Z <t:: Z <t:: Z 1.0 ..... N 1.0 ..... N 00 ,. 1.0 ,. N M 1.0 V) r-- V) 00 ..... N 0\ 00 o 1.0 1.0 o r--: N 00 ,. 00 ,. V) ,. ..... M r-- 0\ 1.0 ..... o ~ 1.0 r-- ..... ..,f N o ,. V) ~ 1.0 o 0 0 o V) V) 0 o 0 OV) + + + o 0 0+ N 0\ 00 + + +0..... _..... OM,O<; -;-; (011) '00'0000 o OOONOO V)V)V)V) oogV)ggV)o++V)+~++++ ~~~~~~~s~~~~~~~~~ a"rj"rj" o~f "~~o.rj o~o~~~ .~~".~""~~ ~..~~ ~.....".. g~~~~.....:l~~~~~.....:l~.....:l~::;::;::; .....:lO.....:lO.....:lOO.....:lO.....:l.....:lO.....:lO.....:l~~~ o ,. + V) , V) N + N o o + o ..... o o + r-- o o + o ..... o V) + r-- o 1.0 + N ..... o o + o ..... o N + N ..... o o + o ..... o 1.0 + N ..... , o ..... + ..... ..... V) V) + N ..... o o + N ..... o 00 + 00 ..... o o + N ..... o o + 00 ..... o 1.0 + N ..... ..... r-- ..... r-- ,. ..... N r-- o ..... o V) N V) r-- 0\ r-- r--. ..... <t:: Z ~ 00 o ,. + r-- ..... o V) + M ..... II) ..... o Q) ~ p., 1.0 ..... N 1.0 ..... N 00 ,. 1.0 ,. N M 1.0 V) r-- o o N 0\ 0\ r--O o ..... o 1.0 o r--: N '" 'a ~ Cl ~ 1a '" = o "-s (J t;:: 'u 0,) 0. ~ "~ '" 0,) Cl o ,. + 0\ ..... 0,) {j ~ or;; 0,) Cl o M ~ (J ] (J 0,) E-< o o ~ M ..c:: g ~ ...... 0,) '0 g p., 1'2 o ~ ell ~ Z Cl U ~ Vl ~ '0 e:. ~ o 1.0 + M ..... . ~ ~ ~ ~ ~ rI:l ~ .. ~ a ... .. rI:l ~ bJ) = ... .. = ~ - ~ "0 = ~ rI:l ~ ... = .. (J = ... .. 00. a ~ ~ ... .. rI:l I = ~ ~ .Cl (J ~ ~ ~ o In In N - ID U (') Z (') LI; m ..J N ..J CD - c, CD if) ~ .;: .0 f- In ,,' 01 llJ (I) '" f- ~ U1 CD N w CD o N w co .J ..J .J o ~ u o ..... (J ~ ...-, Q ... ...~ ~ = ;:z> Q ... .. .. ~ ~ .t= - - Q ... (J.Cl ~ ~ ~~ .Cl~ "t = Q ~ Za ~ ~ ... .. 00. :;: o U ..J <( I- Z w :;: z o I:t > Z w I- Z o :;: <C I- ..J <C 5 ~ ~ . fIJ ~ .... ~ a .... .... fIJ r:;;;";l ~ = .... .... = ~ a:: ... ~ .... bJ) ~ = ... .Cl ~ .~ 0 ~ ~""r:;;;";l~ ~:C ~ ~ .... C.l 0': .... C.l "'0 ~ ~ "" "'o~ .... o ~ ~= ~= ~~ ~ o~ ""M ~ = .Cl ~ a.Cl =- Z fIJ ~ "" = .... C.l = "" .... 00 a ~ ~ "" .... fIJ I = ~ ~ o "" ~ .Cl a = Z = o .: ~ .... 00 e .. ~ ~ ~ "Q..,C a ~ "" ~ 0 ~ l><l .Cl r:;;;";l ~ = :g a o 00 = ~ijz 5 a j~ ~ "" = - C.l E .... 00 "'dc;:;_ !a !::: l/") N:.aO? ;:1_ = ~ .~ a:I o ;:I OJ)...... .: .~ 5 ~ ~~.....:l..c OOO"'doo ...... ..... 0 I-< ca .- ~ t;:: o !::: 0 p:::,.$..... '-...-'p-'p-. - fIJ fIJ ~ ~ - ~ ~ ~ "" -oEo-; Eo-;...."'o = ~ = oS ~ ~ -;;;;::::fIJ bJ)~~ '~"" l() ..::I 00 -- fIJ fIJ _ ~ ~ ~ ~ ~oEo-; Eo-;...."'o = ~ = oS ~ ~ -;~fIJ bJ) 0 .Cl I~E l"') ~ 00 -- fIJ ~ - ~ .... ~ "" o '0 Eo-; o .... "'0 ~~= ~ ~ ~ ~ ;;;:::: fIJ =o.Cl ~E ..::I 00 oj< ~ ~ oj< ... bJ) oj< .... "" fIJ ~ ~ ~ z~~ Eo-; ~ rI:l ....Cl .... = oj< .... "" oj< ~ ..::I oj< Zoo .... ~ = _ = ~ o = C.l ~ o -oj< u.~ ~ M _ .... a~J bb~ 0.:: QO 0 O\u ~ oj< ;.:s~ ~ fIJ ... ~ .... ~ .... ~ ~ .... ZOO = oj< ~-- 'C <Ii ~::!3 c.- ~~ .~ "'0 ~ ~ Zoo -- "'0 ~ bJ) bJ) ~ 1:0::: - ....... ~ ':t ':t N ."'" N ," '" ~:t ....... '" ~ o Cl\ t-- o o ('') f"J '" ." .~> > Cl\~2 ., ~ '-" ::2~OJ t--:J@@ ;..:,'-'>> ~~bJ)CIl o 0 0 ~ ;..;,-,O~..... ~:q::~OJu ::3;.:::,....,_~ ClObJ)tllJu ~o3~~ o o + '" N o o + N N N N N N '" '.0 N 0') '.0 t-- o o o N 00 o ....... <r: z t-- N o o + '" N o ':t + N N t-- ....... t-- ....... N '" '.0 N o '.0 o ~ 00 o '.0" 00 o '.0 N N N o N '" N '" t-- '" ....... Cl\ t-- ':t 00 ....... o '.0 N N 0') N o o N ~ '.0 '" ....... '" ....... ':t ':t N N ....... '" '" f"J '" 0') '.0 '" N ....... ~ ....... 00 0", + + "'0') NN t-- '.0 t-- '.0 N o ,",,1 ....... o ....... '.0 0') N o Cl\ o 0') '.0" 0') 1r'J N 0') "": 00 o ....... o ....... ....... 0') '" ....... '.0 0') o o \Ci ....... ....... '" o o N c'") ....... t-- ....... II ~ o o + '" N '.0 0') ....... '.0 0') ....... t-- o ':t ':t o N '" t-- ':t o 00 ..t ':t ':t" ....... o '" ':t o r-..: ....... 00 II ~ o o + Cl\ N N '.0 N \0 '" 00 ....... N Cl\ '.0 ....... N o o o o 00 o. 0') o o ':t t-- r-..: o o + N 0') <r: z <r: Z <r: z <r: z <r: Z <r: z <r: z <r: z ,=> o + t-- ,.,., ':t ':t ':t ':t N 0') ....... '.0 '.0 ':t '" ....... o o ..t 00 Cl\. ....... N '" t-- ....... 'r: '" o 00 N N '.0 N \0 \0 00 ....... 0') Cl\ t-- ....... N '" ~ ....... Cl\ ':to 0') l'-; t-- o '" + 00 0') 000 1'0'0 '00 '00 '000 'tnV') ",O"''''ooooO'''oO'''OO''''''OOt--N + + + N '" + 0 + 0 + + '" + + 0 + + + 0 + + ~N~~~~~~~~~~~~~~~~~~~ ~~~~~d~d~~~~~~~~~~~~~~ u~~~~~~~~~~~~>ij~~~:ii 3~~~oo~o~o~~o~Jb~~~o:J:J o o + '" N o ':t + N N . o o + t-- N o Cl\ + N N '" t-- + Cl\ N o '" + 00 N o o + N 0') V) t-- + 00 N '" t-- + ....... 0') '" '.0 + Cl\ N o '" + \0 0') o o + ("~ 0') o o + '.0 0') I o o + N 0') '" t-- + 0') 0') o o + ('1 0') '" N + 00 0') I o IF) + 0') 0') o '" + Cl\ 0') o t-- + '.0 0') IF) N + 00 0') IF) t-- + '.0 0') <r: z <r: z <r: z <r: z <r: z <r: z <r: z <r: z If") ""'" o N ~ o:l p., N 0') N 0') '.0 Cl\ 00 ':t N ....... ....... o o o o o ...0 ....... o IF) o ..t en ] OJ Cl "=' fii en Q o .~ u t+:1 .0 OJ 0- ~ .~ en OJ Cl OJ ~ ~ en OJ Cl o C') ~ <a u ] C"l ~ o o C') ;:;:; ,.Q g OJ ~ o o + o ':t ... OJ "0 g p., € o ~ en U ~ Cl u :s en ~ o ~ Ii: o Cl\ + 00 0') . ~ ~ - ,.Q ~ ~ rI:l ~ .. ~ a ... .. rI:l ~ bJ) .S! ... .. ~ = > oS r:z ~~ "0-= = CJ ~ ~ rI:l ~ e~ = "t = ... .. 00. a ~ ~ ... .. rI:l I = ~ o co co N - ID U (') Z (') ..; CD ..J N ..J CD - N > CD w I () VJ <( "- <( .0 f- to "' (') w (') lr I- - U1 OJ N IJJ aJ L~ N w OJ ..J _J -1 o ~ u o to .. ~ - Q CJ ~ ~ .Cl "t Q Z .. CJ ~ '''-' Q ... ~ = Q ... .. ~ .t= - ... ,.Q ~ .. 00. ~ = ~ ,.Q a ~ ~ ... .. 00. :;: o () .J <C I- Z w :;: Z o I:t > Z w I- Z o :;: <C I- ..J <( ;;: 3: 3: . fIJ ~ .... ~ 8 .... .... rI:l r:;;;";l bJ) = .... .... = ~ ~ "" ~ - bJ) ~ = "" .Q ~ .~ 0 ~ ~""r:;;;";l~ ~= ~:C ~ =..::1 ~ ~~~~ ~ .... C.l 0~"O ~ J.M~J. ]=:g~ 8 .: 0 :::I....~ Z fIJ ~ "" :::I .... C.l :::I "" .... 00 8 ~ ~ "" .... fIJ I = """" ~ o J. ~ .Q 8 :::I Z = o .... .... ~ .... 00 e .. ~ ~ ~ 'Q..,C 800 ~ ;,.., "" l><l 0 ~ r:;;;";l~,Q = :g 8 o rJ). :::I .:a;z 5 8 o ~ ~z ~ "" :::I - C.l :::I J. .... 00 ] .5 ~ N-g~ = ~ ."'.:: t:O ;:I OJ)...... ~.~ 5 ~ .:!~~..c OO.8;:!~ [) ~ i;:i ~ !::: 0 ~.:21-< _p.,P-. ,-, '" rI:l _ ti ~ ~ l-t ~'O~ E--...."Cl = ~ = o ~ -~ -; - ~' bJ) 0 _I I~E l() ':1 00 ,-, ~I fIJ Cl.l' ~ - Cl.l' ~ ~ r.., J. '0 ~I E--...."Cl = ~ =1 oS ~ ~ -;'Cf.."-' blJ~~ '~J,., l"') .cI rJ). ,-, lZ\ ~ - Cl.l' .... ~ l-t o ~ ~I 0...."0 ~ ~ =1 ~ ~ c:o= ~ ;;;:::: lZ\ ~o,Q ~E .cI 00 oj< ~ ~ oj< ... bJ) oj< ...... a. VJ .... ~ Cl.l' ~~~ ~! ~ fIJ .....c .... :::I oj< .... "" oj< ~~oj< .... ~ :::I "" = ~ o ;. g $ oj< U .~~, "" ....' M .Q ~, 8 ~ ~ bb~ o .!: QO 0 O\u ~ oj< :i : fIJ ~~ .: ~ ~ .... ZrJ). = -Ie ~'"":' 'C fIJ ~.Q c.C ~~ .~ "Ci ~ ~ Zrn -- "0 ~ bJ) bJ) ~ 1:0::: - ':t '.0 ':t '.0 N Cl\ ....... '.0 Cl\ ':t N N o ~ o ':t Cl\. ....... M o '.0 If") o 00 -< z <r: z <r: z <r: z <r: z -< z -< z <r: z \0 ;..:.,> t--~2 .. (/J ___ ::2~OJ "'J~~ ;..:.'-'>> ~~bJ)CIl o 0 0 ~ ,-,o~.... 5q::~OJu .....-,...., - ~ so "0 bJ) bJ) u Q.l 0 .5 0 <r:o~~~ o '.0 + '" ~ o o + o ':t o o + ':t ':t o '" + N ':t o t-- '.0 t-- '.0 o o '""1 o o ....... M M N o 00 00 t-- '" N" <r: z C'") 00 '" 00 '" 00 \0 IF) N 00 N ....... Cl\ Cl\ N o o ..t N t-- N ':t o o '.0 t-- o ....... o '" + IF) ~ M ....... M ....... o ':t o N \0 ':t o ....... r-..: ':t Cl\ IF) Cl\ l'-; ....... <r: z <r: z <r: z <r: z <r: z <r: z <r: z <r: z ....... ....... II II ~ ~ <r: z 00 ....... o o + '" <n <r: z <r: z <r: z <r: Z <r: z <r: z <r: z <' z o o + 00 or, ':t M ':t M ....... o ....... o '" t-- ....... ....... '" t-- 00 ':t "1 ....... o o N N ..t o '" + 00 IF) If") ""'" o C') ~ p., o ....... <r: z <r: z 00 ....... o - <r: z <r: z '" '" Cl\ N <r: z <r: z 00 N IF) ....... <r: z <r: z ':t \0 ':t M <r: z <r: z '" C'") ....... Cl\ o o ..t o Cl\ ':to <r: z <r: z o IF) ....... o o ....... <r: z <r: z C'") N f"J ....... <r: z $) '8 Q) Cl "=' fii en Q o .~ C"l t+:1 '0 Q) 0- en .~ en OJ Cl IF) N + o \0 OJ ~ f-t ~ ';;j OJ Cl o C') C') '@ C"l ] C"l ~ o o C') ;:;:; ,.Q g ~ Q) "0 g p., "€ o ~ en U ~ Cl u :s ~ ~ o ~ p., ~~IF)088~880~~~O~88~ o + + + + + + + + + 0 + ~, ~ 0 + + 0 +.......NM"''.O\oOOO.......+N+\O+ooCl\+ Cl\':t~':t':t':t':t':tlF)"'N"'<n"'\O"''''Cl\ ("l") ~ .... ... ... "' "' " .... ... t.r) "tr) "' t.r) "' "' l.r) j~~~~~~=~~~~~~~~~~~ o > "i>>:i::i>i >Cl:'::r: :> o~~~,....,~~~,....,~,....,~~~,....,~~~~ ~o~~~~~~~~~o~o~o~~o . o '.0 + '" ':t o 0 o 0 + + N N ':t I IF) o o + 00 '" '" N + M IF) o (1") + N '" o N + M '" o N + N '" o \0 + \0 '" o '" + t-- IF) o '.0 + '" IF) o o + \0 IF) o o + 00 '" o o + t-- '" o o + o \0 o o + 00 '" o o + o \0 ....... o + o \0 o o + Cl\ IF) o o + Cl\ If") . ~ ~ - ,.Q ~ ~ rI:l ~ .. ~ a ... .. rI:l ~ bJ) == ... .. = ~ - ~ "0 = ~ rI:l ~ ... = .. CJ = ... .. 00. a ~ ~ ... .. rI:l I = ~ ~ 0 f- to Lll 01 l') ~ (') z 0:: w ai o N W w OJ .J W ~ ~ t- U CJ l') L<) " Z W ~ -= CJ ~ ~ ~ CJ co CD N - LD U (') Z <: l\; ro .J (\J .J CD - N > OJ J: () '" ~ <( f- - U1 CD '" .. CJ ~ ...-, Q ... ...~ ~ = ;:z> Q ... .. ~ .t= - ... ,.Q ~ .. 00. ~ = ~ ,.Q a ~ ~ ... .. 00. .. ~ - Q CJ ~ ~ .Cl "t Q Z :;: o () .J <( I- z w :;: z o I:t > Z w I- z o :;: <( I- ..J <( ;;: ~ 5: . fIJ ~ .... ~ 8 .... .... rI:l r:;;;";l bJ) = .... .... = ~ a:: "" ~ .... ~ ~ = ~.Q~ ~S~~ ~=~;:Q ~ =:I ~ ~ Eo-;~~~ ~ ..... C.l O~"o e! "" M ~ ~ ~ = :'5! .Q ~ 0 8~~ =...."'4 Z rI:l ~ _ = .... C.l = "" .... 00 8 ~ ~ "" .... fIJ I = ~ ~ o _ ~ .Q 8 = Z = o .... .... ~ .... 00 e .. ~ ~ ~ 'a~ 800 ~ ~ "" l><l 0 ~ r:;;;";l~.Q = :g 8 o rJ). = .+: a; Z 5 8 o = ~z ~ "" = .... C.l = "" .... rJ). -gC;:;;n ro !::: co ('.l=B, ;:1_ = ~ .~ t:O o ::s OJ)...... .: .~ 5 ~ ~~~...s::: OOO"'dCl') ..... !:: 0 [) ro i;:i ~ !::: 0 ~...:s!l-< _p.,P-. -- ~ fIJ ~ ~ - ~ ~ ~ "" -"oE-- Eo-;...."'o = ~ = oS ~ ~ -;~fIJ bJ) 0 .Q '~E It) ~ 00 .~ fIJ ~ ~ - ~ ~ ~ "" -'OE-- E-4...."o = ~ = .sa ~ ~ -;;;;::::fIJ bJ)~~ ',-,- l"') ..::I rJ). ~ ~ - ~ ~ _ "OeE-- ~"""'o ~ ~ ~ "" ~ ~ ;;;:::: fIJ =o.Q ~E ~ 00 -lC ~ ~ oj< ... bJ) oj< .... _ fIJ ~ ~ ~ Z ~ ~ Eo-; ~ fIJ ....Q .... = oj< .... "" oj< ~ ..::I -II Zoo ~ .... _ = ~ = = o C" C.l fIJ o '-' oj< u.~ ~ M "" "'t 8~~ bb~ 0.: QO 0 O\u ~ oj< ;.:s ~ ~ fIJ ... ~ .... ~ .... ~ ~ .... ZOO = -II ~-- 'C <Ii ~::!3 c. - ii ~ ~~ .~ "0 ~ ~ Zoo -- "0 ~ bJ) bJ) ~ 1:0::: "-' Cl\ ':t Cl\ ':t t-- ':t ""'" ':t t-- N t-- ....... o ~ M '" 0; ....... Cl\ '" N ....... \Ci o \0 + N '.0 o o + o '.0 <r: z <r: z <r: z ~ z <r: z <r: z <r: z <r: z o t-- + ....... \0 o IF) + o '.0 N '" N '" t-- '" ....... 00 t-- M 00 ....... o ~ N M ....... '.0 N o \0 t-- 'r: '.0 <r: z <r: z <r: z <r: z <r: z <r: z <r: z <r: z t-- t-- ("'1 ("'1 ....... ....... \0 ('-I o ~ ("'1 t-- '.0" M o 00 0; o M ^~ M~2 .. en ~ ::2'Q:;OJ M J @ @ ^'-'>> ~~bJ)CIl o 0 0 ~ .;..;,-"O~J-. 5q::~ OJU o;.:::...,-~ aObJ)gpu <r:03V3~ o o + N t-- IF) o + t-- \0 o ':t + ':t \0 IF) N + '" \0 . o ':t + 00 '.0 o \0 + t-- '.0 00 ....... 00 ....... '" '" 00 N ':t \0 o ""l M Cl\ Cl\ <r: z M N t-- N t-- N N 00 ....... ':t '" Cl\ '" ~ '" M '.0 '" M ....... "": M o ....... II ~ <r: z <r: z <r: z <r: z <r: z <r: z <r: z <r: z o II ;:2 o '" + ....... t-- o ':t o ':t Cl\ ....... ....... o \0 Cl\ M ....... - '" ""l N ....... N N o o N ~ '" <r: z <r: z <r: z <r: z <r: z <r: z <r: z <r: z o N o N ~ \0 o 0", ~ t-- '" ....... \0 Cl\ '.0 IF) ....... N '" N o o + t-- t-- '000 Oo'=> , 00000"'0'=>0 s;~~i~*~~:~~ +'.0. .\0. "t-- g~ .~~"~ .~~";~. .~ > ~ :> ~ :> ;:2 .. .. :> ~ g:X:~~i=;~~~~-l~ ~O:::O~~~O~~:ZlO o o + o t-- o o + 00 \0 II) t-- + Cl\ \0 IF) N + 00 \0 o o + o t-- o M + 00 \0 o IF) + N t-- o '" + o t-- o t-- + M t-- o \0 + N t-- '" ....... + ':t t-- o o + N t-- t-- ':t t-- ':t N ':t ....... ....... t-- '" '.0 ....... o o o o \D. M N o If") N 0; '" o ....... + t-- t-- o \0 + ':t t-- <r: z <r: z <r: z <r: z <r: z <r: z <r: z <r: z o o + o 00 V) ....... + IF) t-- Cl\ ':t ....... Cl\ ':t ....... 00 ':t ':t ':t N N M N IF) IF) t-- \Ci \0 00 ':to '.0 M ':t l'-; 00 ....... o \0 + ....... 00 o 00 + \0 t-- If") ""'" o ~ OJ ~ p., ....... IF) ....... ....... '" ....... ':t '" ':t t-- N N Cl\ N IF) IF) \0 N '.0 \0 v) IF) N ~ 0; 00 ....... en ] OJ Cl "=' tiJ en Q o .~ C"l t+:1 '0 OJ 0.. en 6h .1ii l!) Cl . ""'" l!) ~ f-< ~ en OJ Cl o C') C') ~ C"l ] C"l l!) f-< o o C') ;:;:; ,.Q g OJ ~ IF) t-- + M 00 ... l!) "0 g p., "€ o ~ en ~ Cl u :s ~ ~ "0 ~ Ii: o '" + Cl\ t-- . ~ ~ - ,.Q ~ ~ rI:l ~ .. ~ a ... .. rI:l ~ bJ) .S! "'" .. ~ = > oS r:z ~~ "0-= = CJ ~ ~ rI:l ~ e~ = .. CJ = ... .. 00. a ~ ~ ... .. rI:l I = ~ >- l') o ~ o -1 co o ~_ ID W U (') l') z <: o n:: o ..J CD - N > OJ >- ~() I VJ ~ .;: <<S I- ~ w 01 l') ~ (') z ~ ~ N n:: W co <.:I N W W OJ .J W ..J.J o ~ u w .; OJ N .J o III .. ~ - Q CJ ~ ~ .Cl "t Q Z lj ~ Q' ... ~ = o +:: ~ ~ lE !! 71 ~ ~ a ~ ~ == li " o U .J <( I- z w :;: z o I:t > Z "J I- Z o :;: <C I- .J <C ;;: 3: 3: . rI:l ~ ~ El .... .... fIJ r:;;;";l bJ) = .... .... = ~ a:: "" ~ .... bJ) ~ = "" .Q ~ ~ 0 .... ~ .... ,~ ~ ~='::c ~ =..::1 ~ ~~~~ ~ .... C.l O~"o ~ "" M ~ "" ~="o~ ~ ~.o 8..::1~ =....-..... Z rI:l ~ "" = .... C.l = "" .... 00 8 ~ ~ "" .... rI:l I = ~ ~ o "" ~ .Q 8 = Z = o .... .... ~ .... 00. e .. ~ ~ ~ "Q..,C 800 ~ ~ "" l><l 0 ~ r:;;;";l~,Q = :5! 8 .S: rJ). i - a; 5 8 o ~ ~z ~ _ = .... C.l = "" .... 00 "'dc;:;_ !a !::: l/") N:.aO? a- = ~ .- a:l o ;:I OJ)..... :g~3] OOO"'dVl ...... t:: 0 I-< ro- ~ t;:: o !a 2 E5-A:;P-. -- fIJ fIJ ~ ~] ~ "" 0 E-; E--...."o = ~ = oS c ~ - ~ fIJ ~o.Q ~M = l() "-' .E 00 -- fIJ fIJ ~ ~ - ~ ~ ~ _ ""'OE-; E--...."o = ~ = oS ~ ~ -; ~ fIJ bJ) 0 .Q I~E l"') ..::I 00 -- rI:l ~ - ~ ~ "" 'SeE-; c:>...."o ~~= ~ ~ ~ ~ ;;;:::: fIJ ~o.Q ~E ~ 00 oj< ~ ~ oj< ... bJ) oj< ..... _ tI.:l ~ ~ ~ Z~~ ~ ~ rI:l ....Q .... = oj< ~ "" ~ z~ ~ .... "" = ~ = = o 0'" C.l fIl o '-' oj< u.~ ~ M "".... 8~J bb~ 0.:: QO 0 O\u ~ o!< ;.:s ~ fIJ ~ ~ ~~ zoo. = oj< ~-- 'C <Ii ~::!3 c. - ~~ ... :;:"0 ~ ~ z~ -- "0 ~ bJ) bJ) ~ 1:0::: - M 00 M 00 Cl\ ':t N '" N ....... ....... Cl\ N o o ..t o or:, ....... '<:t o o M ':t o ....... ':t ^> >x ~~~ ::2';;'11) "'Jaa ;..:,'-'>> ~ "B bJ) ~ o 0 0 0 ';";'-':c~"" Qq::,OJU g;.:::,....,-~ aObJ)~U <r:03i:ii~ o 'n o t, + + t-- '.0 00 00 , I o 'n o N + + ':t ~ 00 00 00 M N Cl\ ....... ....... 00 t-- N o .~ '.0 \0 I'- ..,; o '" N 0; Cl\ Cl\ t-- Cl\ t-- M ....... ....... M ....... ....... 00 M ,,., Cl\ '.0 ....... ':t Cl\ ,') o t-- r-..: '" co t') o N t') ....... ",i ....... '" ....... N '" ....... N ':t ':t \0 N N M ....... '" t-- If") "": If") 00 "'l IF) '" o '.0 00 '.0 N t-- ....... II II ~ ~ o o + t-- 00 Cl\ ....... Cl\ ....... t-- '" 00 N '.0 '.0 o ~ 00 ':t ':t 0\ o '" ':t N <r: z <C Z <r: z <r: z <r: z <C Z <r: z <C Z o o + o Cl\ IF) ':t '" ':t ':t M ....... t-- \0 \0 on ....... o o ..t 00 N N" N o o N ~ If") "'0 t-- '" + + .......':t Cl\Cl\ <r: z <r: z <r: z <r: z <r: z <r: z <r: z <r: z g:7;og~ggg~g~~oog + + 0 + 0 + + + 0 + N N ~ ~ + ..............+':t+"'\Ot--+OO++M':t\OO 00" 00. ~ cx:. ;;1; 00 oc: 00. ~ 00" a; ~ Cl\ Cl\ 0;, +' g~~"~ .~.~~"~. "~.~"~~ ~i>~>~i>~~>~~ii~> O,....,~~~~,....,~~~~~~,....,,....,>=;x ~~~O~O~~~O~OO~~~O::: o ("'~ + o 0\ '" 00 + \0 00 . o N + M Cl\ o t-- + o Cl\ '" ....... + t-- 00 o N + o Cl\ o t-- + o Cl\ o N + o 0\ o M + ':t Cl\ o M + N Cl\ o M + ':t 0', If"l t-- + 00 Cl\ o M + N Cl\ o 00 + ~. Cl\ N M ....... N M ....... \0 0\ tf) 00 Cl\ ....... N \0 ':t o ~ 00 ':t Cl\. M '" Cl\ M fIJ ~ ~ .... rI:l ~ ... .... - v: '.0 ....... fIJ ~ "" .... = o - - ~ bJ) I l() = o - - ~ bJ) I l"') .... o o "" ~ "" ~ .Q rI:l ~ ~ .... fIJ .Q = "" ..::I fIJ t; ~ ~ "" ~ = 0'" fIJ <Ii .Q - rf.J ~ C\j ~ o ~ l"') l() II ~ t-- ~ l() ..; 0\ o '= = ~ 0\ l() ~ ~ l() l() o '= ~ M ~ 0\ t-- l"') on ""'" o If") ~ p., ~ l"') o l'fi' ~ l"') o l'fi' ~ 0\ o ~ QO ~ II ~ :!l .~ <l) Cl "=' fii en Q o .~ C"l t+:1 '0 <l) 0- en ,~ en OJ Cl . ""'" <l) ~ ~ en <l) Cl o C') C') ~ C"l ] C"l OJ E-< o o ~ C') ,.Q C"l o:l <l) ~ ... OJ "0 g p., ,.Q 1: ~ en ~ Cl u :s ~ ~ "0 ~ p., . . . . FIGURES Figure 1- Site Vicinity Map Figures 2A-2E - Streambank Restoration Plan Figure 3 - Stream Reach Map . Figure 1 - Site Vicinity Map . . Legend UNITED STATES GEOLOGICAL SURVEY - LANDRUM QUADRANGLE CREATED: 1983 REVISED: 1987 c:::::i3Reach 3 - Project Reach ALTAMONT ENVIRONMENTAL, INC. NGINEERING 8 HYDROGEOLOGY 50 COLLEGE STREET, ASHEVILLE, NC 2880 I Tel. 828.281.3350 Fae.828.281.3351 W\\lw.aJtamontenvironmcntal.com VICINITY MAP NORTH PACOLET RIVER FIGURE DRAWN BY: JENNIFER HILL-VERDE PROJECT MANAGER: JOEL LENK CLIENT: POLK COUNTY SWCD DATE: 1/31/08 o SCALE 1,000 POLK COUNTY, NORTH CAROLINA 1 2,000 Feet P:\Polk SV\.oCO NRCSWorth PICOlet Reach 3\300 Techniclll\310 Data Colledion\312 Figures\GISIReaeh 3. Project Atell MlIp,mll:d . Figures 2A-2E - Streambank Restoration Plan . . .. ~ " '" - 0 . '" ... 00 ... ... M o:l '" N =- ~ - N ~ ... C ~ ... '" If") 0\ 0 e ... ... "! "': 00 .. '" .,r OJ '" ~ OS 0. ~ 0 :a o:l Uj Ql OJ ~ OJ ~ :; C ~ Ul C <Il :is <Il 0 ~ .::: S ~ <Il CD 0:: C"l .. e OJ ~ ii5 ..... en 0 ...l .. 0 :l E 0 <Il 1Il ii5 lOll 00 Ul OJ C .9 OJ "0 ~ 2l c ... o:l - 1Il OJ ~ ... C III <Il E OJ "0 OJ "0 u <Il <Il .. Cll UJ "0 US 13 c ... ~ ~ ([ CZ 0 :!: OJ <Il .... ... C rJl "E 0 Q) C C <( Qj ~ ,2 ro C5 <Il Q) E 0 0 Cl 1Il "C ro UJ ~ 0:: 2l u :g C :J C rn "0 C 2 .0> 0 :c~ III 2: C "0 OJ OJ C .s:: C <Il C :a OJ <Il C Ui ro OJ g <Il CD C E ii5 C 1OIl'-' Ul 1Il TI --' ~ ~ .c 0 C Ql x i:2 ... 0 0 III C '6 C .9 ro C 'iij 0 Q) Q) lOll 0\ 0 Cll 0 C OJ ~ UJ () "0 C5 1:J o:l () "0 OJ ro <Il rn U, 0 C E ... 0" "l ... CD ~ C c( ~ CD .C 1Il ... 2:- 2l ro ... - E E .9 OJ 0 2:- w ~ "0 VI .~ 0 rn U ~ Ql Cl ~~ C :J C :a .x ro <Il C .0. 1Il C 0 E e E "C 0 OJ 0 'j: .2 ~ (5 ~ ~ '5 ~ r:: 0. LL -0 0. +l .c i5. C 0. '- U .n E 0 ~ C III ~ <Il 0. Ql rn 0 'C III .- .9 a: a ... 0 CD ~ <D CD 0:: f- Ul ~ (f) (f) o:l Z 0 Ql o:l ;a .... I D I Em [3 ~~ I Ul ! Q i2 .-'<: W Ul CIl U 0 .~ .D U c: .... CIl ".:':'.J. ... o:l C) 0:: u .. <r: a:l c( iii c W c ~ ..: t ..J '6 0 OJ o:l .;:! ~ ;> u: '0, ;:l 0 c c ~ .c C'") 0 0 C"l ~ Q) U C ...J en .s:: .2 C"l :; :0 Ql 1:J rn ~ 1Il t5 c OJ 0 U, Ql '" 0:: C U III C 0 ... .. Ul 1Il U, ro .. N ~ - , 0 IiI l!! OJ 0 0: ..J ..0 00 O? "i' Ul Q; () [l)~ Cl U 1Il :J 0 >< e ..D '.0 V"\ e ~ u 0'" :l C '" C U .n l'- l'- l'- :l :.c , ~ .... a: <D a. os ;:l III f-tZ p., p., p., .... 0. ~:s 0 ~ c III '- 2:- e CIl ~ Ui E ~ .2 0 w 11. C ;;: CIl '" Cl Q) ^ I:t <Il Q) .l!! UJ ro ... 11. OJ :; 0 "0 ~ ~~ "C CD U <( IL U5 Qi .. Cl .n 0. ro ~ .. N Cl "0 ~ ~ 0 rn ~~ Ql ,.Q Q:l r:: UJ 0:: Il.. ] ~ -, .s:: ~ ..... ..... +l . en c Q:l Q:l Ul I I I I Ul ~ os 'x Q) .s ~ w I -, / 'V ..-.. " 0\ \0 '.0 N 'r'J 0 N .. \0 0 '.0 C') C r-;- ";' ";' N 0 0\ If") 0\ .;. oJ: V"\ t-- If") ~ p., 00 ~ 00 C') r- o o ~ -0 o o ~ " z a:: "- 4 L :E 4 '" " o '" a.. >- '" UJ " 4 :E en w U ex :::J o en <( f- <( o ~ 4 -' "- o o UJ o '" -'~ => ILr- f- u8 :5 ZN U I 0:' cn~ .:if UJ(9f--, 0:'>-04 4f-OZ 5zUe m::>Zr- -0.<( {!:.UcnZ .. ~ ~ I ~d:~~ ~15~ U(I)oa:::: ~u::ug IUUI- ~~I~ ~a...~a... u vi ~ -.J <(oo:'! L4,,-'" ~ti~4 -'Ntri--:i , .. .' ..,. .' ,. ,.' .. ,.' .; .,.,/" ~~: ~ ~$ ~ \.t1!.. ! ~ Z <{ -.J 0... 0::: Zw 0> i=o::: <{ 0:::1- OW I--.J (J)O wu 0:::<1: 0... ::.::::: ZI <{I- enO::: LO <{Z w 0::: I- (j) o ~ ~ W;;::e ~5~ "'~il ~:c tlJ~~ x ~.g ~Lt.e: t;;~~ ~~g ~;;;il V)t"!~ "'~ . g~ ~ :J~ 8 z ~ E a: 2 <( j Z -.J ~ 0 ~ . 0::: ~ <( ~ u ~ I &. ~ l- i 0::: 0 ~ <; Z u c 0 >- ~ I- ~ ~ Z ~ ::) ~ 0 u 1 ~ ~ -.J 0 ~ D- ~ c ~ ~ ~ Q) OJ OLL 0 N UJ -' 4 0 U en 0 0 10 0 W o OC~ Wz ~WCl -,-'u :!-':s: :r:W(/) OC~>- W f- LL ., Z _OC:J ZWo Z"u w<! 00 -'Z::'::::o 4-,~ :>-:LO~ wt-[L~ zu.::- :s:~ZLi.i <!o~f- OCOC-'<! o a...U 0 ~ ~ ~ ~ ~ 5 ~ If! II.. ~r; f -..-..-..-..-..-..-.. -..-.. 1j";;' ... .. ... ... .. ... ~~ 1;; ..'0;' ! b ~..:!- ~ .::: .. .. eJJ ...;!,fi.-. ~~~ ~~ .:=e' I>ll""' iii ~ ... .s .. = ~~ o :;:; ...<..Q M e .. = ....Z ~ ~ QJ C. 0 :2 1i5 Cll QJ .>< QJ QJ rn C Cll :0 c S ~ !!! CO Ql CO IJ) 0 .. QJ <( (jj 0:: .>< E .... C"l :l C 0 Cll '" 0 rn QJ .8 '" (jj '" QJ QJ "tJ !!! ca CO E "tJ QJ 2l Ql UJ QJ Ui ~ <( '0 c :E QJ "tJ C U CO CO al C '" CO .. <( !!! 'C 0 Cll t5 "E 0 QJ ... C ~ X - UJ CO Qj E c: <( '6 c: ~ "tJ ~ 0 0 Q) c: ro 0:: 2l U Cl '" Ql 10 C "tJ C (.J C ::J QJ C CO C <l) C 2 .0, 0 c. :2 QJ <l) c. rn '" ,g -5 CO IJ) C E CO c Cil CO .J:: $ ca C 'i5 -l .>< .8 ~ .J:: 0 (jj C Ql 0 C QJ C Cii C 'iij C <l) 1ij .. () ~ QJ Cii Cll ro !!! UJ 0 "tJ !!! <( IJ) IJ) '" 0 () "0 E E .C '" I- ~ c <.9 .!: C ro .8 QJ e .. e:- QJ o:l ::J ~ .x e:- w "tJ 0 E C Cii () ~ u ~ '" ,2 0 :E CO 0 C <l) Cl :0::; 'c C. ~ S ~ 'C 0 QJ '0. '" c: C Q. c 0 ti 0 .;: ca ~ CO ~ QJ ro .0 c C. u. ti Co Z .. a IJ) <.9 0 .C ca E .8 0 !!! 0 I D IJ) 0:: I- 1/1 ~ Ui a: 0 w .... I m en rn [ill ~~ I 1/1 ! <l) C) Ql Ql II U iE 0:: ... (,) II e .:~ W (,) .', Q 0.. <( II , ..J rn C u:: '6 .'3 C") 0 '01 , -5 ~ c: Q;' C 0 co .... :;; 0 ..J QJ ::J g U C "0 0:: 0 .2 c: C u <1> ti '" , 0 e> '{' c: rn ~ () Ill. '" QJ Ql 1/1 '" Cll IJ) ~ '" a: .. ~ C"l o ro Ql <1> 0 en :l :c _ a1 .. OJ U '" .... c. - c :l C ::J e oi'i ca .... e:- Cll ~~ .... CO ClI Ql 0 Cll C, " ca ii: <.9 C () U. QJ S '0 ~ ^ 0:: Ql .>< 0 -< C 0 Cil E ai Cl .0 C. Cll :E<il u. C ~ .2 Cl "tJ .C 0 co <1> ~ Cii c UJ I- ~ 0:: CO ~~ 'C IJ) U UJ Qi :0::; Q. ~ <( u.. (jj <l) I I I I .s:: III S ~ ! lIJ 'x ~ . g W 1/1 i -. c: !;# ,0 'I " '.. e ~ E o u o S! OJ " c ~ OJ @ E ~ '6 ::> c: '~ \0 00 \0 Nf""--V) u ("#) 00 '<::t = ~I r-;- V) o an ('1 ~ .c '<::t '<::t It) ~ ("#) N 00 ~~~ V) V) 00 00 N N N 00 ~""'~ \0 00 \0 o V) "j N o 00 ...= ~ r-: o 00 ...=- o N "".. .... E .. 0.. ... ... = ~ o .... " E 'OJ ..c:: c: 'OJ 2: 'Ii' V) r- 0.. ,.... o o ~ :0 o o ~ UJ 0:: ~ l:> LL :E <l: '" '" o '" 0.. >- '" W '" <l: :E (/) UJ U 0:: ~ o (/) <l: I- <l: o '" z a: 0.. <l: L: z ~ ..J 0.. o o W o '" ..J~ :::J u..,.... f- UO ..J Z~ i3 I 52 l/l~ ~ ~(.=>~...J "'>-O<l: ~!z83 i5:::JZj:: ii: 0 I <( 1-~l/lZ U;...J~I zoo>- Oa...I-I ~'5~ U(/)oa:: ~ll1ug ~~~b O<(II e:::a...~a... U ~ a:::: ...J <t~g~ L:<l:o..", wOow u..0::1-<l: Z <{ -' (L zffi 0> 1-0::: <{ 0::1- OW 1--' (/)0 wu O:::<{ ~(L ZI <{I- coO:: LO <{Z w 0:: I- (j) -'N",..j ~ ~~E ~~~ dN~ :I ~ S ~ ~ ~.~ tj~~ ~~~ ~~~ ~"ii~ ..l.... B ~ co C\J i il <{ 2 . z i -' ! 0 ro 0:: N " <{ ~ u ~ J: ~ l- ii 0:: ~ 0 ~ z ~ ~ .!I >- 0 2 I- a Z ! ::J ~ 0 u i ~ J -' 0 s (L ~ 0 ~ ~ ~ . Q) QJ ou. o N W ..J jo (/)0 ...... o l() o W Q O:::y: Wz ~WCl ..J..Ju :!..J;!: IW(IJ 0:::0>- W'1- LL ., Z _O::::J zwo aJ~u -'~:J~ ~~~~ U ,.N Z 1-- ;!:~zw <l:0!!:!f- 0:::0:::..J<l: Qa...UQ ~ ~ ~ t is ~ .' .' ,. .' ,< '; a ~ .. = c:> -= =- - '"' ..... .. '" (,l .. '" ~ ... ... co (,l N <r) =-~ '" ... = '"' .. ::l <r) ~ a ... 00 "" .. (,l N '" '" ~ co ~ -= .. ~ OIl 0 ~E' ..... ... ~ .. c:>~ ",' :>- ... ii: r.. :;S' 0Il~ ii: .. 0 OIl 00 ... .. ~ .. ;;; ,.f .~ c:> ~ri; ;>, 05 u <= "0 '" <= ... z '" .. >: ;>, = -5 ~ '" '" <= 0 <= ~ :2 c u '" :E '" <= '" ...., ... ... ..... c:> " ~ .c ..... ..... .. a ..0 ..0 .. = ..... ..... ... z "" "" = l") l") co s: l:Q l:Q ~- / 1- } .. ' '. f. ~ ~ '\.'-" ~ ~7..~. ~ .- , ~ l( ~. ~'i: "~ ~ ~ .. ,~ i ~ 'j . . '~~ i ~ ; ~ l . '"",,[ ; -~:~)i)> ~:~ '(. it\: '..~. ft': :.... ~,,:('-" . ~f'i' > ~f: ~ l j ~"" '.. CO. ,. 0; " 10. ~i ; .; .' , _:~ ~ ~;,l>!;~ ~~.'"i~ f'lII~'t;';'''ii(i~,' ~) ',- ~: J.Zt .. tit !...!'"' ~,;,'i ,i -~. i f .. ;I ,;# tf ~1 ~~q::t;;-,':ft,~t " t' ~__..tt !- ~tr~ ~.,~;... . , < . ~, .. i_~ of ' ~.." "', .... ;[ ~. , , . . " ..'~... <-. .p.-~- .~ ;h..' - . . E 1", .f." . :3 ~ ... " '" :.:. -" .. -'" 0 '" ::: ~ 00 ~ '0 00 't '0 r-;- 0 .... 00 ..... 00 0.. '" '" ~ cii w U ct: :::J o (f) <{ f- <{ o 411", ,. ",'f; <0<' .~ <, ..... o o ~ '"' z iL lL LL..... I- UO :5 z~ U I "' (I)~ ~ ~t.?f--, "'>-Oz1- -014: {!:u(I)Z h ~ ~ I ~6:~~ Q ZCL t-1::J4: Uu> 0 a:: ~idug 'UUI- ~~I~ ~a...~a... uuj'ffi...J <{oo:"': L<ilL'" ~&~~ -'N.0..:i , .., ....''h..l- <,.f: " , ",i ~ ~' -0 o o ~ ~ - '" w '"' W .J QJ Cl. ~ :2 QJ -'" me ~:g~ :i~i U5'Q o ~ (1) .8 ~ m J'J E ~ (jj :!: C 5l III "E "C .Q J'J t5 III C:1o "0 ~ ra~ro C"O tntV5 "'~:a ra ~ "" ii' --' -'" CllO'O CQJ1ij ..o~ QJ10Cll <(E-alE.8 c: g ~ ~ 'g !!:: ~ .c ~ c 5. <5 ~~o c\'5~c3 jlDI-m '" .c C"l III QJ a:: u: o ~ "0 QJ 10 u o a; a: QJ al .8 QJ C ~ '" '" o U tl o a: e QJ E 10 ~ f- ~ III S .a .C f- III ~ 0> C .6> III Ci) "0 C Q) III <.> .21 C '0. ~ tl o (jj U5 I! 10 Q w ct: :::J t.? LL z <( -I D- o::: Zw 0> 1-0:::: <( 0:::1- ow 1--1 (/)0 wU 0::::<( D- ::.:::: ZI <(I- enO::: 2:0 <(z w 0::: I- if) ~ ~ UV;e ~~8 ~;;;- ~~s ~~~ ~,q ~.o u ~" 2~ ~~~ ~~~ ...Ju'" sl- Oi o .. .... r:: o () c: o 'iij o .. W "C c: ra 1/1 1/1 Cll o o <( QJ S o a: '" '" ~ u <( c o 13 2 1ii C o U ~ ~ o Cl. E ~ () C'\I ~ ~ <( Z -I o 0::: <( U :r: I- et: o Z >- I- Z ~ o u ::.:::: ---1 o 0.... .2 ~ : i ~ ro .C QJ 10 ::::!: ro al ~ ~ ~ ~ ~ it N 5 ~ Ii R Ii 8 o 2 i .. 8 g ~ ! ~ ~ ~ ~ ~ Ii Qj QJ au.. a N w -' <ia ~O ..- a L{) a W Cl 0::>::: Wz ~wo -,-'u =o!-'S: :r:WUl ",0>- W'I- lI.....z _O::~ zWa aJ~u JZ~~ <(-'- ;;.:~o~ WtJ~N ~~~: <(a~1- 0::0::-'<( ClCLUCl 5 ~ Ii t 5 ~ ~ ~ III ~ <( -'" C"l o U5 e III ii: Qj '" :J o .c C QJ ~ C) "0 QJ '" o 0. e a.. CD x '0 <= QJ 0. a. $ x QJ '0 E '" 0> <= '~ <1l a QJ iE o C: iii c '0 .a .0, c o -' '0 C <1l C <1l a: u; III 1/1 Cll .. ::I .... ra Cll u.. OJ c: +:; 1/1 'x W .... :J o e , 0 Q; U ~ :2 .... ~ g- o co C;, (]) 'S 0 '0 0>.0 0. ~ i11 ~ ~ a:: I I I I " C 0 C :0 U ~ 0 QJ "" ts '" C"l l!! ,j, QJ Itl. 1/1 '" 'f al~ 2! QJ 0 '" O-g 0> U '" :J 0 ~ .~ ::I C III C U .... a:: C) ra 0 <( c ~ Cll -'" 1ii ^ n: E 0 ~ u.. C ::::!: ~ ~~ III QJ .l!! w III .::~ "C al U <( u.. U5 a.. .9:! -, ~ ~ . g I -. ~ 1/1 ~ ~- .E III W QJ .r:. (J) . '~"\. .~ " J:. -0 o o ~ " o o ~ E <( 0:: '" o 0:: D- ,.. 0:: W '" <( E '" z ii: lL <( L fll W , ,.fl ?tl; .7"1 "/ t~ -'II ,~' ;f/ _-,.. ~} ..... " 1..-,..- -~~- ~ ~\'." ,Jr.- ~ .','.....~ II ....!. <,'11 ...... i.. III ....... .f/j ....... 1:. /11 ,JI h iiI! 171 ,. r:~ /l,1! rtf W (ill I! II ~I! W "II I! I! II I! II z <( -' lL o o w o 0:: -'~ => LL" f- ug 5 z~ U I "' Vl~ ~ Wt9f--, "',..0<( <(f-OZ ~zu2 co::JZI- -01<( {!::.u(/)z - :J ~ 1 ~~~i 2 zo.... 1-1:)<( u(/)oa::: ~ujug J,~~b U><(II ~a...~a... uviffi....l <100::': L<(lLO:: ~&f=~ { (/) ill U ll:: => o (/) <1 f- <1 o -'Nt0-i ... '\. ...... ..--,.- ...... ...... ...... ...... ...... ...... -,.-" = o ,.Q ~ 0~Cl\ Cl\1f")':t M 1r'J O?\OO lrlo...r!-- 00 If") \0 00 ~ ~- <J ~ ... <J N ~~C') ~'-' NO "":~ ~O .... =,-.. 4,) rI.l \0 In ~ 5 ('j <'l \Do. ell ~ N 0 ~'-' fool Q) Cl. ~ :2 tll Q) -2 c ~ :g ~ ~<((jjo tll Q) CQ) .9 Q)"O ~ en "c Q) <( ~~~U5 13 C .~ &l ~ 1j {3 E ro "c~ a::: c~ ~~ ~-g::;Q)Q)Q) fii Q),g tll""enC:E~ ~~ ti...J-"'.8~,ro c: 0'0 C:Q)~_ Q)W ()~ ~roco.~ ~t= ~ g ~ :2 .~ .8 ~ ~ iij e :~ ,g -2 ~ ~ ~ -0 E ~ ~8"&l<(<3&l&~ W 101 m[ill~~1 ,-.. tt:ct: <1>'-' ...:l ... ;;. ~ 0 l'- .s~ = o ... f;I;; 1/1 Q) .. ::I 1/1 III Q) ~ "C c III 1/1 III Q) .. <C c o ;:; ~ o - 1/1 Q) [t: .:=e' QII'-' ~ ~ ... .s ,~ ~ ~ri: 00 l'- t-- N 1r'J ... = ~ o ;>. c;lj t:: 'C ~ OJ "0 @ fii ~....r....r ;>. ",.Q,.Q c: E .~ ._ ~] ~ ~ _"e~~ :;::duu ::r: C') .L:: C"l tll Q) a::: c z w C) W ..J u: o ~ " :a !l u I~ CO:(l o~ ~ .E Nl'l ~ ^ 0:: ~~ t=~ "'O~\OCl\1f") ...:l,Qt--Cl\~ ~ e~~~ ~=l'-t--l'- E-<Zo...p.,p., '- ::> o C o :v () ~ ~ ~ ~ ~ ~ 15 g "0 0).0 a. ~ ill ~ ~ a::: I I I I ~ 1/1 Q) .. ::I - III Q) u.. Cl C ;:; 1/1 ')( UJ ~f ~ tll CL .... ~ . I ...J 1/1 ~ ::I - III Q) u.. '0 ~ S ~. 1/1 .E ill ll:: => t9 LL Z <1 -.J D- ct: Zw 0> 1-0::: <1 ct:1- ow I--.J (/)0 wu 0:::<1 D- ~ ZI <11- (Oct: LO <12 w 0:: I- if) ~ N_ ~5 ~ ~~~ ~~~ iJi~g ~~~ !!i:::g z ~;; 3 cn~ca '" ~ ~. ,,~ "'. lL ...J~ 8 ~ '0 .. - c: o U c o 'iii o .. UJ '0 c: III 1/1 1/1 Q) U u <C Q) :5 o a::: en en ~ u <( c: o U 2 en c: o () ~ ~ o Cl. E ~ c: n::: c: o c: U ,2 ~ tl , Q) Q) ~ % g> 0 e tll c () C> 0 <( en E ~ Q) 2 w U ~ LL .>:: c: tll en a C'J <I: Z -1 o 0::: <I: u :c I- 0::: o Z >- I- Z :J o U ~ -1 o 0.... ~ ~ Ji ;: ~ ; <>; ~ " ~ ~ ~ ~ ~ R .. U S ~ o 2 ~ ! ~ 1 .. ~ I ~ ~ ~ ~ a; ~ Ou. 0 N W -' <( u 0 (/) ~ 0 '" 0 W a 0:::", Wz ~wo -,-'u :!..J:;: IWUl O:::~,.. W I- ~~5 zWo aJ~U(Q -'Z::'::::o <l..J_ tri~~~ U ..N ~~~: <lO~1- 0::: 0:::....1 <l Oo-uo ~ ~ 10 ~ Ii: ~ ~ ~ tll ~ <( -'" C"l o (jj "E tll a:: Q; f/l ::> o .L:: c: Q) Q) (; "c Ql en o c. o a: co x 'i3 c Q) C. c. $ x Q) u C f/l Ol c .3 ~ o Ql -= o a: iii c '6 .a .0, c o ....I U C '" C '" ii: Ui ell o:l l!! <t: OJ c: .0, tll (jj "c c: tll ~ .S! c: .5. ~ -0 o en U5 10 Q c: .2 ro (jj Cii a:; Q) .L:: Ul -~ ~ I .<:~ 1f ~ = Q ,.Q ~ Cl\ Cl\ ~~ 00 ~~ 00 00 0000 N N e~ ~ ~~ yGlNtr) a...... . If) CO:<Jt--o\ ~ ~N - =-- ~fl'Jr--...t"'-- ~ f:: 0 ~O' fI'J ;: N co:___ ~ -- c:::ct: ~--- ...:l ~ .. co: ~ - ;> = ~ e r.. .r=S' 0fI'-' ~ ~g 0 a....5 ~,~ ~ = ;> Q ~ri: .. ~ = ~ o 'C 'C o:l o:l ~~ .E.E bJ)tllJ 'C 'C ~ ~ t t o:l o:l UU - .. Q ~C')N ...:l,Q";'1f") ~ e\O~ co:=t--e- E-<Zo...p., - ~ ~ on ,.Qt:Qon ~~t:Q :; t:Q ~ Iv '", .. 00 Cl\ o .J Cl\ 00 -- -- 00 00 N N ee "0 c: o:l '5 c ~ ~ en" II) .DO .D C o .;. '" \0 00 Cl\ '.0 Cl\ 00 M NMC') ..J...J.~ Cl\Cl\....... 00 00 00 000000 N N N 00 00 00 '-' '-' ....... e- N ~ 00 C') N C') N o \0 ""1: o o N o e- N" "=' Q o:l ..><: c: o:l o:l ..... Q) ~ E "Vi Cd .C p., II) E o ~ ...... ...... ........ ...... ..,..."" ..... ..,...... ...... ..' ;.~ :' ~ . I . .' .' ./.,. ./ .-,. . N Cl\ ~ e- p., '.0 ~ e- p., ;- on t:Q I on t:Q ()) 0. o en ()) :0 C1l if.) B ()) "0 ~ o :2 .:.!. C C1l III '0 ()) "0 i:ij "E ro ~ "0 C C1l -1 ()) Cii E .x o 5- 0. <{ :2 .:.!. C ro III B ~ o ()) o c z w (!) W ..J III c m f ~ <{ :l ()) C III r/l ()) l'G C1l E (I) W ()) :i!: C l{j 'C ,2 W c: Cii l'G c= ~ VI ~ g ~ g '6 c( u ~ E ro c: ~ C o E ,2 .. 'c a. l! ~ 0 ~ID I C1l ~ <{ C <l> E B C C1l .r: C W a::: 3: o ~ m u ~~ I "0 C C1l -5 C ()) III :2 .:.!. C C1l III u: o ~ III (I) .. :l ... l'G (I) U- ti) c: .. III ';( W C') .c al ::; ()) 0 a::: C , 0 Q; U ~ E o ~ ~ - 0:: LU '" <l: I: if) w u a: ::::> o if) <( I- <( o '" z ii: lL <l: L z lL,..... .... UO '5 Z~ U I a:: lJ)~ ~ !O!L?I--, 0:: >-0 <l: <l:....oz ~5~Q ~8 I ~ I- lJ) Z - :J ~ I ~~~f 2 zc... I- I ::J <( UU)oa:: ~ujug 'UUI- ~~I~ fia...~a... uuir5--J <(OO:'! L<l:lLO:: ~&~~ --'Nt0-.i "0 ()) ~ o Qj a: ()) III B ()) C ~ r/l r/l o o -n o a::: c ()) E Cii ~ ~ o:l "5 .0 .C I- ro .C ()) Cii :2 ro III ~ z <( <( -l Z D- -l Z 0::: a w 0::: 0> <( 1-0::: u <( :r: 0:::1- ow I- I--l 0::: (f)O a wu Z 0:::<( D- >- ::.::::: I- Z J: Z <( I- ::> en 0::: a LO u <(2 w ::.::::: 0:: -l I- a if) 0.... III f :l ... l'G (I) u- 'C .! $ III .5 w a: ::::> L? LL ~ ... c: o U c: o 'jjj o ... W 'C c: l'G III III (I) (,) (,) c( C i:i: .:.!. C C1l III ~. ~ ~E8 ~..;" ~~"3 UJ~i iJi~g ..(l.I.,';.. ~~~ E~~ U);;ci~ !3~ ~ ~ 'ii ~ ..J!- 8 :;: ()) "5 o a::: r/l r/l ~ <{ C o 13 2 en C o U ~ C1l o 0. E ~ C1l <l> ~ .:.!. <) o if.) C C1l ro ~ 0:: <{ Q; Ol r/l C ~ .0, 0 ro .c if.) ~ <l> -g <9 ro B.!E al 5i '5. fJ) lL -n 8- en ~ ~ 1D Q ()) Ol ~ C1l o C ,2 ti ()) r/l ch r/l o o C o E .l!! <( en ~ U lU C\J ~ l. ~ ! ~ ~ W N ~ ~ ;;; ~ ~ ~ ~ ~ <; u . ~ o 11 o ~ ~ ~ 1 ~ t I ~ ~ . ill (I) au. 0 N LU -' <l: u 0 Cf) 0 ..-- 0 II) 0 W Cl o::~ Wz ::;:-wo -I-Iu ~-I:;: IWUl o::~>- W .... "- .'z zllii5 ~~u 'Z~~ <(-I~ ~~~~ U ..N ~~~: <(O~I- 0::0::-1<( Dc-un ~ ~ ~ ~ ~ ~ ~ ~ C .2 U ()) r/l ch r/l e U <{ :2 W u.. [iJ x 'is c Q) a. a. ~ x Q) "0 E <J) 0> C .;: [!! o <l> 1;: o 0: Iii c 'is .a 'iJl C o ...J "0 C '" C C1l c: oii III C o ~ if.) CD a; Q) .<::: Ul -~ !:# . Figure 3 - Stream Reach Map . . I z ~- / I / ~ ~ -' o a.. . w '" :> CV) '" ~ tL ~ i <( ~ " z ~ 0:::: -1 ~ 0.... W 0 . <( > 0::: .. ~ 2:: - <( N 0::: 1i U j :r: l- I <; U 0 W f- ~ <( -.J 0::: 0 W 0 0 2 0::: u z a 2:<( >- j <(D- f- ~ Z ] w :r: :::> 0:::: I- a .. I- 0:::: u ~ (/)0 ~ ~ C> Z -1 I 0:: 0 ::> 0.... 0 OJ ~ z ~ ~ 0; 0:: rfl ~ ~ ~ ,.... en -' -, > I -, o ~ ~ N u:;; ZM8 ui:J 8 ..JOC-'; -I""!'s s:~= gj;q V)ge <LL..S: f-o"~li "'M= ::J""o I-;;~ ~:~ a~~ ~"'ii~ -'I- o U o w l!) -' . <l 0 u (/)l!) N ci o W o "':.=: ~z ,Wo -,-'u :!-':;,: IWUJ "'~>- W t- ~ffis zt:>o w<lu -'~:J~ ).:LOo- all-_o...~ zu~a:> :;,:~zw <l0~t- "''''-'<l Da...UO > 0.. <l '" I U )- m Z o ~ 0.. cr U Vl W o 11 a) ~ , 0- W ~ l- I <l a) 0 I I 0 :> ) w '" ~ 0 0 ;:: ~ 0 I: 0 <l ~ '" '" 0- 0 <l '" I: "- w )- Z t-ffi 0 u 0'" 0<C Z u~ W 0 z-, -' Z I <l -' <l t3~ '" > Z _l- n... 0:: 1--' Z::;) <( Z 0- ::;)u <C 8~ ~ W L Z W zr:::-u<l ~OZ..J 0 0:: -,0 <C ~~~~ ~ (!) OU)41- g-3:<l LLl.?:I:Z 0 U>-~I 0 Z!zI::r:: ...J ::;) -0.. ~8~~ W ~~~g I- Vi <1:-'01- W :;,:ozo C/) U a... ::r::r:: '" WIOe- :::l u en-, 0 <(~z<l UJ ~g~ffi <l t- Dl"'t-<l <l 0 ""':Nn--:t >- >- c C :J :J o 0 () () ro ro .!: .!: e e u ro ro Q) ()U~.c N '0 '5€l~TITI Coo .~ ro ro ro Q) (J)ZI5:&& .300101 II ('f) v .c .c t.l t.l ro ro Q) Q) Ii e:- ro u c :J o m c 3: ~ Qj ~ Q) t.l ~ -g :J 0 (J) tr: I I . APPENDICES Appendix A ..... Letters and Authorizations Appendix B - Diagrams and Specifications Appendix C - Assessment Data . A~pendix D - Plans and Reports . e APPENDIX A - LETTERS AND AUTHORIZATIONS . At - NCEEP Letter of Rejection A2 - Signed Agent Authorization Letter A3 - Property Owner Conservation Easement Option Letters . . Al- NCEEP Letter of Rejection . . . ~~ T1Ecosvstem ;- .ta'J' :::';,~~~'} :/;:(J",::','; ('r~I PROGRAM January 26,2007 Stuart A. Ryman, P.G, Altamont Environmental, Inc. 50 College Street Asheville, NC 28801 Dear Mr, Ryman: This letter is in response to your iCquest for a letter of rejection by the North Carolina Ecosystem Enhancement Program (NCEEP) of the North Pacolet river stream bank restoration site proposed by the Polk County (NC) SWCD for a Clean Water Management Trust Fund grant. . I have visited the proposed site on the North Pacolet River in Polk County, NC and evaluated its potential as an NCEEP project site. This site does not meet NCEEP criteria for a project site according to the US Army Corps of Engineers . Stream Mitigation Guideiines. Also, the large number of landowners and the cost effectiveness of working on third order or larger streams also remove this project from consideration by the NCEEP. NCEEP formerly rejects this proposed project reach as an NCEEP project. This proposed project reach does need stream bank restoration and would be a great candidate for a CWMTF grant. The lack of or reduced size of vegetative buffers in many areas of this reach is contributing to bank failure and incision of the stream. In the areas of entrenchment, the stream cannot access its floodplain which is also a contributing factor to the instability of this reach, 42~ f1JJ Deborah Daniel Project Manager, Western Field Office North Carolina Ecosystem Enhancement Program . . A2 - Signed Agent Authorization Letter . . 12/18/2008 10:03 FAX 8288842231 I4i 0021002 - -. '---. - - . A.I T.\M()~T FNV[RONf\'lLNT:\L~ INC. I -=.Z_~.l ~~~~_-~ .:..-_~-,~....~ ~-=-~o~ ;~'7~'I~:J 50 COLLEGE STREET, ASHEVILLE, NC 28801 TEL. 828.28 t .3350 F AC. 828.281.3351 www.altamontenvironmental.com AGENT AUTHORIZATION LETTER REACH 3, NORTH PACOLET RIVER STREAMBANK STABILIZATION AND RIPARIAN CORRIDOR RESTORATION PROJECT The Polk County Soil and Water Conservation District hereby authorizes Altamont Environmental, Inc. (Agent/Consultant) to sign and execute all necessary pennits and coordinate communications with the appropriate regulatory agencies in relation to the above referenced project. . Signature Jamrhrri . '/J, ~J..J Date J:;'-J~-/)f Polk County Soil and Water Conservation District . C:\Dacl~mlml~ Ilnd Sclllnll.liIlLndru,R1id\Laclll Scnlnl/lllTG111porary Jnllln\el FiI...IOLK71\Nonb 1)800111 Riwr Reach 3 AlIent Aulllorizalion l.IlIcr-Rcld ODly.doc . A3 - Property Owner Conservation Easement Option Letters . . . '. . :. :LtA.JVlc)NT tSNVIRQ1\f~1'Eir]~AL;'~' :lNC~ I ENG:LNE<E.:R>ING' ,&, H.YDR 0 GE 0 LOG Y I 50 COLLEGE STREET, ASHEVILLE, NC 28801 TEL. 828.281.3350 FAC, 828.281.3351 www.altamontenvironmental.com January 29, 2008 Art and Anika Kramer 15 Dark Horse Lane Tryon, NC 28782 RE: Renewal of Option to Place a Donated Easement on a Portion of P76-82 North Pacolet River Dear Mr, and Mrs, Kramer, Altamont Environmental, Inc. is contacting you on behalf of the Polk County Soil and Water Conservation District (District). As you are aware, the District is pursuing donated easements along the North Pacolet River and its tributaries for use in a streambank stabilization project. In January 2007, you signed a conservation easement option agreement for a portion of your property that may be suitable for inclusion in the restoration project being pursued by the District. The willingness of you and your neighbors to participate in this project allowed the District to secure funding from the State of North Carolina Clean Water Management Trust Fund for assessment and design of the stream bank stabilization measures. The District is currently completing detailed design and is in the process of obtaining a second grant to fund construction activities, The signed agreement with you is due to expire in February, 2008 and the District desires to renew this agreement with you. As described in the previous option agreement, the subject property is located in Polk County, North Carolina and is referred to as tax parcel P76-82, The approximate boundaries of the proposed conservation easement area are shown on the attached map, The easement would encompass an area of land extending no less than 50 feet inland from the streambank and extend for 1119 linear feet along the streambank. The conservation easement area would total approximately 1.28 acres in size, The original option letter required that the District determine through engineering and feasibility studies whether or not Grantee's planned use of Grantor's land is practical for its intended streambank stabilization purposes. Work completed to date has shown that your property is indeed appropriate and practical for the streambank stabilization project. However, prior to finalizing the donation of the conservation easement, the detailed design and permitting must be completed, The District respectfully requests your authorization to renew the option as originally defmed for one additional year in order to allow time for the necessary assessment and design tasks .to be 08/14/2008 11: 10 FAX 8288942231 141 005/007 .' ~ Art and Anika ~ <', I~' ", I ': .:.1 - .:; :.- Page 2 pf2 I comp1et.ed. The District is currently finalizing the application for construction :funding and, if that application is approved, coDStrt:1Ction should begin in lata 2008. By your sign~ture an this letter, you (as the Grantor) and your heirs agree to enter iato ~ exc1psive agreemeBt with the Polk Comty Soil. and Water Conservation District (as the Grantee) for one additional year. Please sign below and return the letter to the District The Distri~ 'Will execute and retu.m a copy for your records. Altmtaetlit Env.ironmeauil, IDe.; on behalf of the Distric::t, .appreciates the opportunity .to' extend this agreemeat with you' ~ lodks, forward to providing you with.an exceptional OI'p0r$nty. ~lease contact me at (828) 894-8550t P'.O. Box 236, Columbus, NC 28722" or Elizabeth Burdett at (828) 149-2161. if yeu need any additiODal information. Sincerely, . Stumt A Ryman,.P.G. Princip~ ~14- Gnmtor's Signattfre ~/"~" . Date' /~j;~f~ Grantots'Sigualme z/,.,{.e, Date Jp'F_~ .i.cf(,;j Grantee's Si~ ~.-IS-tJ f . are . )1 I I I r I I '! I I \ ~l - J . - I . . . I. ",' 11:, (:, !. I. , I. -< =:: ."'T:~'k10'i\l~~'I~~.VTf{Q~}Vii~'T}2&1f~IKI.@~~~. ',~ _~~'~ 1,_ .,.::. , , ,., . """ ''''''''~., I ENGJNI.~ER I N.G 8. HVp,.R.OGE at 0 G Y f 50 COLLEGE STREET, ASHEVILLE, NC 28801 TEL. 828.281.3350 FAC, 828,281.3351 www.altamontenvironrnentaI.com . January 29, 2008 Barbara Scbuvart PO Box 177 Lynn, NC 28750 RE: Renewal of Option to Place a Donated Easement on a Portion of P76-84 North Pacolet River Dear Mrs Schuvart, Altamont Environmental, Inc. is contacting you on behalf of the Polk County Soil and Water Conservation District (District), As you are aware, the District is pursuing donated easements along the North Pacolet River and its tributaries for use Ll1 a streambank stabilization project. In January 2007, you signed a conservation easement option agreement for a portion of your property that may be suitable for inclusion in the restoration project being pursued by the District. The willingness of you and your neighbors to participate in this project allowed the District to secure funding from the State of North Carolina Clean Water Management Trust Fund for assessment and design of the streambank stabilization measures. The District is currently completing detailed design and is in the process of obtaining a second grant to fund construction activities, The signed agreement with you is due to expire in February, 2008 and the District desires to renew this agreement with you, As described in the previous option agreement, the subject property is located in Polk County, North Carolina and is referred to as tax parcel P76-84. The approximate bOlmdaries of the proposed conservation easement area are shown on the attached map, The easement would encompass an area of land extending no less than 50 feet inland from the streambank and extend for 1367 linear feet along the streambank. The conservation easement area would total approximately 1.57 acres in size. The original option letter required that the District determine through engineering and feasibility studies whether or not Grantee's planned use of Grantor's land is practical for its intended streambank stabilization purposes, Work completed to date has shown that your property is indeed appropriate and practical for the streambank stabilization project. However, prior to finalizing the donation of the conservation easement, the detailed design and permitting must be completed, The District respectfully requests your authorization to renew the option as originally defined for one additional year in order to allow time for the necessary assessment and design tasks to be . January 29, 2008 Page 20f2 I completed, The District is currently finalizing the application for construction funding and, if that application is approved, construction should begin in late 2008, By your signature on this letter, you (as the Grantor) and your heirs agree to enter into an exclusive agreement with the Polk County Soil and Water Conservation District (as the Grantee) for one additional year, Please sign below and return the letter to the District. The District will execute and return a copy for your records. Altamont Environmental, Inc., on behalf of the District, appreciates the opportunity to extend this agreement with you and looks forward to providing you with an exceptional opportunity. Please contact me at (828) 894-8550, P,O. Box 236, Columbus, NC 28722, or Elizabeth Burdett at (828) 749-2161, if you need any additional information, Sincerely, Stuart A. Ryman, P.G. Principal . \)~ S'k~ ~ so"c :JOaS' Grantor's Signature Date Grantor's Signature Date 10/71(1'10 f<o,:/ Grantee's Signature I~ 30 -'0% Date '. EBHD:Users:eb:Desktop:in process:Schuvart Option 08.doc . . :. ~!'n -, A,' ",-, ,._/~~,...".<_..,,.,, ..1. '.L~..,;J,}-~ '-"~"'JI_"<'~' 'I' , "::i"':T~NadN~',~N,'V~ill@~t$ljgNi1~fu '.;.."t:N€3f '-J, ~, 1 .[~ \ _, \ I" "' . r 'l \ .".... ~I. ..... , EN Ii INEE R I N G & Ry.~t)Ffo~ E OLO;G y I 50 COLLEGE STREET, ASHEVILLE, NC 2880 I TEL. 828.281.3350 FAC.828.281.3351 www.altarnooleovironrnental.com January 29, 2008 Dr. Peter and Kim Weinheimer 3221 Stoningham Drive Binpingham, i\L 35223 RE: Renewal of Option to Place a Donated Easement on a Portion of P75-61 North Pacolet River Dear Mr. and Mrs. Weinheimer, Altamont Environmental, Inc, is contacting you on behalf of the Polk County Soil and Water Conservation District (District). As you are aware, the District is pursuing donated easements along the North Pacolet River and its tributaries for use in a streambank stabilization project. In January 2007, you signed a conservati,?n easement option agreement for a portion of your property that rnay be s.uitable for inclusion in the restoration project being pursued by the Distrkt. The willingness of you and your neighbors to participate in this project allowed the District to secure funding from the State of North Carolina Clean Water Management Trust Fund for assessment and design of the streambank: stabilization measures, The District is currently completing detailed design and is in the process of obtaining a second grant to fund construction activities, The signed agreement with you is due to expire in February, 2008 and the District desires to renew this agreement with you. As described in the previous option agreement, the subject property is located in Polk County, N0l1h Carolina and is referred to as tax parcel P75-6L The approximate boundaries of the proposed conservation easement area are shown on the attached map, The easement would encompass an area of land extending no less than 50 feet inland from the streambank: and extend for 4016 linear feet along the streambank:. The conservation easement area would total approximately 6.61 acres in size, The original option letter required that the District determine through engineering and feasibility studies whether or not Grantee's planned use of Grantor's land is practical for its intended streambank stabilization purposes. Work completed to date has shown that your property is indeed appropriate and practical for the streambank stabilization project. However, prior to finalizing the donation of the conservation easement, the detailed design and permitting must be completed The District respectfully requests your authorization to renew the option as originally defined for one additional year in order to allow time for the necessary assessment and design tasks to be . January 29, 2008 Page 2 of2 I completed. The District is currently fmalizing the application for construction funding and, if that application is approved, construction should begin in late 2008, By your signature on this letter, you (as the Grantor) and your heirs agree to enter into an exclusive agreement with the Polk County Soil and Water Conservation District (as the Grantee) for one additional year. Please sign below and return the letter to the District. The District will execute and return a copy for your records. Altamont Environmental, Inc" on behalf of the District, appreciates the opportunity to extend this agreement with you and looks forward to providing you with an exceptional opportunity. Please contact me at (828) 894-8550, P,O, Box 236, Columbus, NC 28722, or Elizabeth Burdett at (828) 749-2161, if you need any additional information. Sincerely, . Stuart A. Ryman, P.G. Principal ( LOuJ~L~/o~ JjZ~; ~ate ~. ~.O Grantor's Signature Date cZ/;l, /08 -Iu rrt <-it a ~J 'J Grantee's Signature .:J-.J~lJi Date . EBHD:Users:eb:Desktop:in process:Weinheimer Option 08.doc ;. . . "', :..[i;T~Ni'oi~il~::HJN'\iJR;@N~~~~~~~f;Y~1~~~1~. I _ . . . jl" I ~I (~, '.' ."'. ,',. ~ .. ., .' IE N 01 N E ERIN 13,:'& H y'DRaG EO L b Gvl 50 COLLEGE STREET, ASHEVILLE, NC 28801 TEL, 828.281.3350 F AC, 828.281.3351 www.altamontenvironmental.com January 29, 2008 Bill and Judith Kerns 291 Dark Horse Lane Tryon, NC 28782 RE: Renewal of Option to Place a Donated Easement on a Portion of P76-78 North Pacolet River Dear Judith and Bill, Altamont Environmental, Inc, is contacting you on behalf of the Polk County Soil and Water Conservation District (District). As you are aware, the District is pursuing donated easements along the North Pacolet River and its tributaries for use in a streambank stabilization project. In January 2007, you signed a conservation easement option agreement for a portion of your property that may be suitable for inclusion in the restoration project being pursued by the District. The willingness of you and your neighbors to participate in this project allowed the District to secure funding from the State of North Carolina Clean Water Management Trust Fund for assessment and design of the streambank stabiliiation measures. The District is currently completing detailed design and is in the process of obtaining a second grant to fund construction activities. The signed agreement with you is due to expire in February, 2008 and the District desires to renew this agreement with you. As described in the previous option agreement, the subject property is located in Polk County, North Carolina and is referred to as tax parcel P76-78, The approximate boundaries of the proposed conservation easement area are shown on the attached map. The easement would encompass an area of land extending no less than 50 feet inland from the streambank and extend for 1259 linear feet along the streambank. The conservation easement area would total approximately 1.45 acres in size. The original option letter required that the District determine through engineering and feasibility studies whether or not Grantee's planned use of Grantor's land is practical for its intended strearnbank stabilization purposes, Work completed to date has shown that your property is indeed appropriate and practical for the streambank stabilization project. However, prior to finalizing the donation of the conservation easement, the detailed design and permitting must be completed. The District respectfully requests your authorization to renew the option as originally defmed for one additional year in order to allow time for the necessary assessment and design tasks to be I. f . . Bill and Judith Kerns January 29, 2008 Page 2 of2 I completed, The District is currently fmalizing the application for construction funding and, if that application is approved, construction should begin in late 2008, By your signature on this letter, you (as the Grantor) and your heirs agree to enter into an exclusive agreement with the Polk County Soil and Water Conservation District (as the Grantee) for one additional year. Please sign below and return the letter to the District. The District will execute and return a copy for your records. Altamont Environmental, Inc" on behalf of the District, appreciates the opportunity to extend this agreement with you and looks forward to providing you with an exceptional opportunity, Please contact me at (828) 894-8550, P.O. Box 236, Columbus, NC 28722, or Elizabeth Burdett at (828) 749-2161, if you need any additional information. Sincerely, Stuart A. Ryman, P.G. Principal -t: rrr rLt[I! flv I ;/ rantee's Signature 1- 3(J-iJ,f Date EBHD:Users:eb:Desktop:in process:Kerns Option OS.doc . . . 08/14/2008 '1:11 FAX 8288842231 I4i 006/007 !\l I \ \j( )'\;! L\. \ II{O\;\tL'\ I \1. }"\<..'. SO COLLOOa STREET. ASHEVlLLE. NC 28801 'tBL. &28.281.3350 PAC. 821.281.3351 www.altamontenvironmental.com Apri121, 2008 Nancy H. McKinney P.o. Box 25 Tryo~ N.C. 28782 R.E: Reoewal of OptiOD to p.1aee a Donated Euemeot OD a Portion of North Pacolet River : II , . ~ ~ . .: l~' . ,-. -r/ I' Dear Ms. McKinney: Altmnont Environmental, Inc. is contacting you on beha1f of the Pplk . County Soil and Water Conservation District (District). As you are aware, the District is pursuing done.ted easements along the North Pacolet River and its tri!n,rta1ies for U-~ in !l streambRTi1c stabilization project In January 2007, you signed a oonservation easement option agreement for a portion of your property that may be suitable for inclusion in the restora:tion project being pursued by 1he District. The willingness of you and your neighbors to participate in this ptoject a;llowed the District to secure tUnliing from the State afNGrth Carolina Clean Water Management Trost Fuad f.or 8$sessment and design of the streambank $bilization. m~s. The District is currently completing detailed design and is in the process of obtain.ing a second grant to fi,md constJ:uqtion activities. The sigzied agreement with you is due to expire in February 2008 and the District desires'to renew this agreement with you. A3 described in the pnmo1lS option agreement, th~ectproperty is located m Polk County, North Carolina and is r.cferred to as tax. parcel _. The approximate bmmdades of the proposed cQnservation easement area are shawn on the attached map. The easement would encompass an area of land extending 50 feet inhmd from the tDp of bank for. Dem' feet along the streambank. The 20 foot riparian area adjacent to the river will be planttXl With wo9dy vegetation at a deuity,1'8te B1:1flicienHo, ensute stt:eambank stability; the rest of tb.e..ripariu..erea within the SO foot bufl'er May be planted in any deep woted vegetation such as :nativ.e' gm.s~s, shrubs or trees. ~on execution. of the riparian conservation easement, there win be no earthmoving or wttiDg of live vege1a.tion allowed within the ripariaD area unless such .me~s are necessary' for .lrtreambank stability. The conservation easement area woma .total approximately 18 acres.in size. l'he original option 1~ I'eq1:1imI that the District deteml.ine through engineering and ieasibijiw studies. whether or not Grantee'S" planned use of Onmtor's land is practical for its mtei1ded stabilization p\ttPOses. Work completed to date has showa that your preperty is indeed appropriate and.~~,for the str~"an,k: ~~biliza#on project. However, pri~ Jo..~~~lWU 08/14/2008 11:11 FAX 8288842231 I4J 007/007 . I;~. ',' 1"',\.:, \' ~: ,:,1'1:' ::!:It~~': I.. Page 2 of2 I the donation of the conservation easement, the detailed design and permitting must be oompleted. The District re~ly requests your au.thorization to re-uew the option as origiImlly defined far one additional year in orcler 10 allow time for the necessaty assessment and design tasks to be complered. The Distri~ is currently fine1i7.i1'\g the application for construction funding and, if that application is approved. construCtion should begin in late 2008. By your signature on this letter, you (as the Grantor) and yow heirs agree to enter into an exclusive agreement with the Polk Cewrty Soil and Water Conservation District (as the Grantee) for one additional year. Please sign below and return. the letter to the District. The District will execute and return. a Copy for your records. Altamont Environmental, Inc., OD behalf of the District, appreciates the opportunity to extend this agreement with. you 8Ild looks forward to providing you with an exceptional opportunity. Please contact me at (828) 894-8550) P.O. Box 236, Columbus, Me 28722, or ~li7abetb. BUf'l'l..ett at (~2B) 749-2161, if you need any additional information. . Sincerely, ,00 Date ,. I ; j' I I "... I I , , . ,I, , 1"! I I, I' I t I' I 1', , I I I; ~ \ I . ' : . '. 1. ~ I ' I ~,. " . . . :. . 'i~:t~r.i\{~INi@Nl~ :Ef4~;U~0.~'ij:~~illf~t~'.JiNJ~r~;' E N'G.JNE'~;E'j:fiNG .& H vi:hif o G..!;: ,0 L d G vi 50 COLLEGE STREET, ASHEVILLE, NC 28801 TEL,828.281.3350 FAC.828.281.3351 www.altamontenvironmental.com ' January 29, 2008 Kathy and Bill Jansen 2320 River Road Tryon, NC 28782 RE: Renewal of Option to Pl~ce a Donated Easement on a Portion of P76-71 North Pacolet River Dear Kathy and Bill, Altamont Environmental, Inc. is contacting you on behalf of the Polk County Soil and Water Conservation District (District). As you are aware, the District is pursuing donated easements along the North Pacolet River and its tributaries for use in a streambank stabilization project. In January 2007, you signed a conservation easement option agreement for a portion of your property that may be suitable for inclusion in the restoration project being pursued by the District. The \villin.gness of you and your neighbors to pa......ticipate in this project allovved the District to secure funding from the State of North Carolina Clean Water Mfuiagement Trust Fund for assessment and design of the streambank stabilization measures. The District is currently completing detailed design and is in the process of obtaining a second grant to fund construction activities. The signed agreement with you is due to expire in February, 2008 and the District desires to renew this agreement with you, As described in the previous option agreement, the subject property is located in Polk County, North Carolina and is referred to as tax parcel P76-71. The approximate boundaries of the proposed conservation easement area are shown on the attached map. The easement would encompass an area of land extending no less than 50 feet inland from the streambank and extend for 2433 linear feet along the streambank. The conservation easement area would total approximately 2,79 acres in size. The original option letter required that the District determine through engineering and feasibility studies whether or not Grantee's planned use of Grantor's land is practical for its intended streambank stabilization purposes, Work completed to date has shown that your property is indeed appropriate and practical for the streambank stabilization project. However, prior to fmalizing the donation of the conservation easement, the detailed design and permitting must be completed, The District respectfully requests your authorization to renew the option as originally defmed for one additional year in order to allow time for the necessary assessment and design tasks to be . . !. January 29, 2008 Page 2 of2 I completed, The District is currently fmalizing the application for construction funding and, if that application is approved, construction should begin in late 2008, By your signature on this letter, you (as the Grantor) and your heirs agree to enter into an exclusive agreement with the Polk County Soil and Water Conservation District (as the Grantee) for one additional year. Please sign below and return the letter to the District. The District will execute and return a copy for your records. Altamont Environmental, Inc., on behalf of the District, appreciates the opportunity to extend this agreement with you and looks forward to providing you with an exceptional opportunity. Please contact me at (828) 894-8550, P.O. Box 236, Columbus, NC 28722, or Elizabeth Burdett at (828) 749-2161, if you need any additional information. ...... ~~ ~~~ 0. ~~ ~ \., ~ ^ () r-\: ~'"_ \-. D rA; 0Y\ ~ n ---./ --,-y~ \J'-.:><-~ --.,,- -~'--"o, "0000..-' ...... \. \{\............. ~p~RYmaL4PG '~ ~~ ~~ 1-x,_~S- 0-\ ~ ~~'-~ Grantor'sSigrurture Date ~~-t-s, ~ ~~ ~\ Sincerely, Grantor's Signature Date Jamcbro ~/J Grantee's Signature 1- 3()...C! Date EBHD:Users:eb:Desktop:in process:JB11Sen Option OS.doc . . . , I ...,' ., ,~ ", '. ~ '.' . , ,~.,..' , ~] >lfiX'Mrit~i1~ ,E1N,,&!1 R{jMMiEN{j?A:Jjr~lN~,:~; , 'I '-\' ~,., " , , .,' ','. -",..' _ . I., r_ , ." '. , J " I E N G I .N .EE':({ N. G& H y b.'RO;;'(S.E'Oi.O G Y I 50 COLLEGESTRBET, ASHEVILLE, NC 28801 TEL.828.281.3350 PAC. 828.281.3351 www.altamontenvironmentaLcom January 29, 2008 Tony Hill c/o S, Ray Hill 168 Ole Two Tops Lane Flat Rock, NC 28731 RE: Renewal of Option to Place a Donated Easement on a Portion of P76-76 North Pacolet River Dear Mr. Hill, Altamont Environmental, Inc. is contacting you on behalf of the Polk County Soil and Water Conservation District (District), As you are aware, the District is pursuing donated easements along the North Pacolet River and its tributaries for use in a streambank stabilization project. In January 2007, you signed a conservation easement option agreement for a portion of your propeftlj that may be suitable for inclusion in L~e restoration project being pursued by the District. The willingness of you and your neighbors to participate in this project allowed the District to secure funding from the State of North Carolina Clean Water Management Trust FWld for assessment and design of the streambank stabilization measures, The District is currently completing detailed design and is in the process of obtaining a second grant to fund construction activities, The signed agreement with you is due to expire in February, 2008 and the District desires to renew this agreement with you. As described in the previous option agreement, the subject property is located in .Polk County, North Carolina and is referred to as tax parcel P76-76~ The approximate bOWldaries of the proposed conservation easement area are shown on the attached map. The easement would encompass an area of land extending no less than 50 feet inland from the streambank and extend for 1793 linear feet along the streambank, The conservation easement area would total approximately 2.06 acres in size, The original option letter required that the District detennine through engineering and feasibility studies whether or not Grantee's planned use of Grantor's land is practical for its intended streambank: stabilization purposes. Work completed to date has shown that your property is indeed appropriate and practical for the streambank stabilization project. However, prior to fmalizing the donation of the conservation easement, the detailed design and permitting must be completed, The District respectfully requests your authorization to renew the option as originally defmed for one additional year in order to allow time for the necessary assessment and design tasks to be . January 29, 2008 Page 2 of2 J completed, The District is currently fmalizing the application for construction funding and, if that application is approved, construction should begin in late 2008. By your signature on this letter, you (as the Grantor) and your heirs agree to enter into an exclusive agreement with the Polk County Soil and Water Conservation District (as the Grantee) for one additional year. Please sign below and return the letter to the District. The District will execute and return a copy for your records, Altamont Environmental, Inc" on behalf of the District, appreciates the opportunity to extend this agreement with you and looks forward to providing you with an exceptional opportunity. Please contact me at (828) 894-8550, P.O, Box 236, Columbus, NC 28722, or Elizabeth Burdett at (828) 749-2161, if you need any additional information, Sincerely, Stuart A. Ryman, P,G. Principal . r-~fr1. /(4 -?/~ Gr~rorrsSi anrre Dme ~- y/ / . '/<-~7 7.!-? ~ver:"'J '/ J~ if Grantorys'ignature ./ Date./ JafY{CL1(J. fi'u,i Grantee's Signanrre 3-/5-/Jf{ Date :. EBHD:Users:eb:Desktop:in Process:Tony Hill Option OB.doc i. . :. 9.!...-.--...... ": '~<ETAlViIDN%"' ENT,xriRci~;1W;S~T~fu':':i.i.~~:,~~ -, ",~ . I '. "",.~" ., .',. "'_~.f. ~ 'I"'~""'~ ,1 ", eN <31 N E'E Rl N G & H yo R 0 G E 0 LOG vi 50 COLLEGE STREET, ASHEVILLE, NC 2880] TEL.828.281.3350 FAC.828.281.335] www.altamontenvironmental.com January 29, 2008 Karen Graham 236 Carriage Row. Tryon, NC 28782 RE: Renewal of Option to Place a Donated Easement on a Portion of Parcel P76~99 North Pacolet River Dear Karen: Altamont Environmental, Inc. is contacting you on behalf of the Polk County Soil and Water . Conservation District (District). As you are aware, the District is pursuing donated easements along the North Pacolet River and its tributaries for use in a streambank stabilization project. In January 2007, you signed a conservation easement option agreement for a portion of your property that may be suitable for inclusion in the restoration project being pursued by the District. The willingness of you and your neighbors to participate in this project allowed the District to secure funding from the State of North Carolina Clean Water Management Trust Fund for assessment and design of the stream bank stabilization measures, The District is currently completing detailed design and is in the process of obtaining a second grant to fund construction activities, The signed agreement with you is due to expire in February 2008 and the District desires to renew this agreement with you. As described in the previous option agreement, the subject property is located in Polk COlmty, North Carolina and is referred to as tax parcel P76-99, The approximate boundaries of the proposed conservation easement area are shown on the attached map, The easement would encompass an area of land extending no less thaR 50 feet inland from the streambank and extend for 249,26 linear feet along the streambank. The conservation easement area would total approximately ,29 acres in size. The original option letter required that the District determine through engineering and feasibility studies, whether or not Grantee's planned use of Grantor's land is practical for its intended streambank stabilization purposes, Work completed to date has shown that your property is indeed appropriate and practical for the streambank stabilization project. However, prior to finalizing the donation of the conservation easement, the detailed design and permitting must be completed. The District respectfully requests your authorization to renew the option as originally defmed for one additional year in order to allow time for the necessary assessment and design tasks to be ~..~ i. i January 29, 2008 Page 2 of2 I completed, The District is currently fmalizing the application for construction funding and, if that application is approved, constIUction should begin in late 2008. By your signature on this letter, you (as the Grantor) and your heirs agree to enter into an exclusive agreement with the Polk County Soil and Water Conservation District (as the Grantee) for one additional year, Please sign below and return the letter to the District The District will execute and retum a copy for your records. Altamont Environmental, Inc., on behalf of the District, appreciates the opportunity to extend this agreement with you and looks forward to providing you with an exceptional oPportunity. Please contact me at (828) 894-8550, P.O. Box 236, Columbus, NC 28722, or Elizabeth Burdett at (828) 749-2161, if you need any additional information. Sincerely, Stuart A. Ryman, P,G, Prirlcipal i. ~ ?f.~" ~~ /-d-;1- 0 f' Grantor's Signature Date Grantor's Signature Date ,lamdrn ~/J Grantee's Signature 1-/1 L7- o,f Date , . EBHD:Users:eb:Deslctop:in Process:Option Karen Graham 08.doc VOl 1'+1 '::VVO 1'::.;:)0 r I'o^ 0'::00;:1'+'::'::.:1 I I2;JVV'::/VVO . . \ l. I _ \ 1\ I ( ) ~< Ii. ~ \' I ! -:. U '-J 1\, II ,"-, I \ L . I i'~ C ' . ,.2!.=~)m..~ "., _:<":'.':"""_":.>:",':":_"""'.,_.".:'" '_'-_'"-""_,'.',,,,,,';"..':"".,","" _..-u'-; :' - '.'- -;, ',......,',.. .,'...... .. ",", ". '.",,', " - ".,." so COI.L~B~T, A.9HJMLLE,NC 2$801 T!L.. 828.281.3350 PAt;. 828.281.3351 www,&ltamontliinvironl1\cntal.co\D January 291 2008 Marl Arlene Cartwriaht 5521 Hunting Goun1ry Rd. Tryon, NC 287-8~ B:' Re.~wlll'~:or ~tiGD to Place a Donated Easement on a Portion of P76-45, "6- 53, and P~52"N:ei1h Paeolet Rhrer Dear Marl : Altamont Eamntnental, Inc. is contacting you on behalf of the Polk County Soil and Water Conservation '~mQt (District). As you are aware, the District is pursuing donated easements ~!o"'g +k 'l'-J.-,4:I.. P.....'i'-lc... 1:(;..- .......: ;f., ...,;h,,+....;..... r...i' n",. in .. ~..SlmhAnlr ~eh1Ho;oetit'in nMi",ct. _ U w.IlIr ...'V'....~ _~. "_T'w116 """....... ..~ "".....,-_&..,~ .._a -- ... - ;~~_.._~... -~--~--- It--.J.~--~ In January '20071 y.ou signed a conservation easement option agteemen.t for a portion af your property ~ ;iItay.be saitable for inclusion in the restoriltion project being pmsued by the District. The.~ess of you and your neighbors to participate in this project .aUo:w.ed, the District to ~fwI~ing from the STAte of North Caro'lin8 Cleaa Water Management Trust Fund 'for assessment. ,1lI1~ -design of the streambank stabiJ.i2:atiQn measures. The District is 012J.!fcndy colDpletillg 4etailed design and is in the process af obtaining a second grant to fund coDStracaon acti~ties. ' , 1'I1esip.~~~~eul~\VithyOu is due to expire in Febnwy, 2008 and the Districtdesir.es to reJle\V1his,~withyOu. . ...,.,."""...,. .'" " ",... . . . ,. " : .:..... ,,'. '".,,',.',.....,',',',....:..-...,..-, ',..:. 1\s~~s:i~iilllle,revifi)us option agreement, the subject property is located inP()lkCoun.tY. NOJ1l1~()lii1all.11d~referred to as tax parcel P76-4S~ P76-53, and P76-S2 .~appreJdmate boUll~S()t~:PJ.'e>posed conservation easement area are shown on the attached,mBp. . The ~ll),~;Wf)lll4'.~a5sanarea of Imd extending no lessthatl 50 feet inI~.d~mthe streBID~.e~ .fer 28S6linear feet aleng the streambank. The conservaBa.n~ement are,8.>.p'lI1d~~iD,in~ly .3.38 &ores in size. . ....,':,',:;',:.>,:--.:--'--,':.'...,.,:.,.. '---. _'.: '-.',: :',':.' \ ':_.. -.:-____:,' :.:, ___ ':" ,:.':' <__:.c.: -, ..: _', _:. -':". :,.,': :-, :_-__., ~_ __ _:. :-- '. " ' : Tbe...Qri~o~0ft'~tte',req.uired that the Disuict determine through engineering and feasibility .... .$~t,~$:J"'I~::~r".~t~tee!spWmed.useof'GrllIltor's.landjs_practi<:a:Lfol'_itsiatended_ .- s'tr~'~ti~p~ses. Work completed to date has shown that your pI4~is i~,~Pliate_pracdctd fdrthe stteambllllk stabilizition projeet Howov=-,prior to fiD~-tb'eck,mat.ion mtbe conservation easement, the detadled desip. 8Ild permi~g'must be conil'~~' ',' , T.b.eD~ctre~recp:aests ,your authorization to renew the option as ori~Yide.fined for .()~~ft(ld~()J18J.t~~~. ()~etto allow time for tho. neccssa1)' assessmont and <detiigl1111sks~be . I" I Ol:l/l4/Z00l:l lZ:oo I-I\X l:lZl:ll:l::J4a;;l1 ~ UU;;l/UUb . . ..... .. ....... III'" ....... .--.... . ..- JEQl1l81'Y 29, 2008. Pfl8.~ 2. of2 I..... r completed. The District is. currently tinatiziDg the application for construction funding and, if that application is approved, construction should begin in late 2008, By yow siignature on this letter, you (as the Grantor) and your heirs agree to enter into an exclusive ~ment with the Polk County Soil and Water Conservation District (as the Grantee) for one additional year. Please sign below and return the ,letter to the District. The District will execute and'retmn a copy for your records. Altamont :Et;lwomnental,. Inc.) on behalf of the District, a.ppreciates the opportunity to extend this -&.gJ!eement with you and looks forward to providing you with an exceptionaloppo1i'W1i~. Please' contact me at (828) 894-8550, P.O. Box 236. Columbus, NC 28722, or Elizabeth Burdett a.t(828) 749-2~61, if you need any additional information. Sincl.'lfely, . StuartA.ltyman., P.O. Principal ~~..;~ 4-/1.2:>15 ~'rrtr4CL:II.if(,0I.... .....Z/-lt~bg Grimtee's.$igna1lue .. ... .. Date .. · ........ .. I !1'~~~2:~'. : '.. .'. 2,~:X.... B2.BB'~2.2:.: I I I I ~ 001/002 .. I . . B2S,.-Sl94-01SB . " - . '-, .'. ..,..-..- ' ' -,", ". . . ~OCOLWJl,am.z.r.~.~C18801 TBJ,.. 828.281.3350 'PAC. 118.211.3351 www .61tIDIOntCSl"iroJUDe~tAI,lIClIl January 29, 2008 Ruth Kellick-Grubb& BE: Renewal of OptiOll to Place a Donated Easelllen.t 0" a portioD 0(' P7~'2. Nortb Patolet Rh'er Dear Ruth : AlIa!JlDJIlliDviroJlmOllt8l, I"", i. contacdns y<>U OIl bobolf of tIJe Polk ~ Soil and Water C..opSClr'\'ationDistrlct (District). At. yOll ere aware" the District is pursuing donated easements aloDgtheNotthPa~olet Rbler and its tributaries for use in a streatnbank Stabilization project. In January 2007, you signed a conservation easemelU option agreement foraportioD of your propeRy tba11JJJ1'f be oultablo fbr iocluaion io the rostea"atiOIl pro]"" boins pll1'S'iocl by tho District. The willingness of you and your neighbors to participate in this proj~ allowed the District'iO &Ccure fUnding from the State of North Carolina Clean Water Management Trust Fund for assesSl1lent ~d design of the streambank stabi1i1.:ation mea8\lre8. The DiStrict is currently completing detailed design and is in the process of obtaining a second grant to fund constnlction aaivities. ~~~ ""'" you i5 due. to expire io FebtwltY. 2008 and tIJe ))iotJict~"" to ..renC\V'this.~ with you. . .. -. , '.' . -. I , I I~ I I I I I I I I I I ^,~ID tlI,e~ op\ioaopl!JOlOl, tIJe&1!\!i"" proJl!I!lY.i5 ~.~~lk~. I'>l~~"""it ~ to "' !&X paIl'd .p-/~'fI!'e~~9f~ p~r.:oDHtvatiOD .ement ~areshowp on .d.Jeattach,eclmap.'Ihel~Wt1uld """"""",''''' ....9f1atld ~ .. _dlaa SO fiool ilIIao~ Ii'om tIJe ~ aI!d .~ for22'li.nearfeetalongtbe stteambe.nk. The COJ2S~on 8asementarea would total approximatelY..2Sacresin$iZe. ~()rigin.lopliollletter. requjred that the District deteJ1lline through engioeeriDgand feasibility SI1UlieBwhether or not (irantce1s planned use of GraDtOr'i lanel 'is pneDcal foritsintet1ded .~~~~_~. Wod< _leled 10 ~ ~ ~ thaty<>U1"J>'OP'!'Y it ~~pi8te ana praeuca1 for tbestrelll1bank-stabi1izBUon~Ject. ..~.pnorto fi~~ thcl. doJJ&tioR of the conservation eueumnt. the detailed desigriliidpenriittlnlirlUStbe CODlPleted. . . ... TheDistrigt l~ly requests your authorization to renew the option uorlgiaallY ~ed for ODe .adclitiODal. year in ord8' to allo~ time for the peces8llY usesament and design tasks to be III 002/ 0 02 08/14/2008 13:13 FAX 8288942231 , , I.,. .." ....'.,...'....., '~.' :....,1.." . , ".... . A~C140~ 12:27p '.,.. e2~..e9..-019B completed. 'Ihe District is currendy finalizins the applicadon for constrUction funding and, .if that application is approwd. construction should begin in la~ 2008. By YOlD' signature OD this letter, you (as tbe Grantor) and your heirs agree to enter into an exelusive agreement with the Polk County Soil aDd Watt:t Conservation District (as the Grantee) for one additiOl1al year. Please sign below and return the Jetter to the District, The District will execute and tCtum a copy for your reoords. Altamont Enviroomen.tal, lne.. on behalf of the District, apprcciatelii the opportunity to e:x:tend this agreement witb you and loob forward to providing you with a1l exceptional opponunity. Please contact me at (821)894-8550. P;O. Box 236, Columbus, NC 28122, or Elizabeth Burdett at (821) 749-2161, if'you need any additione.J information. Sincerely, Stuart A Ryman. P .G, Principal I .I ~; (",,-(/"". l "),,1 (,.,...,1.. ~.._.. _...~. ~ .... --.. l.1\.... / .\; ........... -I. , -~ Gnntor's Signature Date ' /.)-, . ' C.... '" , \ "'L-:J L.. .:I ; .'./ .-:.) - !~ ,I ,..-; . I"" . ..J.~..--' ,. - . ... I r"...~ ~.I~ GrintOl"sSigiiature Date ,~<k't~{./.rR,J'j ..1~14-lJt 'Grantee'. Si8Datu~ ... Date ~1III4~\t.oc81Sol1iaee\T~Jab::nlM p~ ~n75QCI6BJ\lblth_G:I\1bbs_OptiQII_OB(l].- ... ...... . "'",:'-'.'-:,..:.."-''':' .---.-.".;.--'..<:-_..::.,:',:::'-:....:-.--;-..-. :':-'.', ," ::",--.:..:--:-:"_:,-. .'. :''''.''-''' .. I ! I I i. I I i I , I I I ! 08/14/2008 12:51 FAX 8288S42231 141 004/008 ~....~...'.~J.I7~ i Mr.FrBnk Monterisi 999 Camage Row Tryon. NC 28782 RE: Renewal of Option to Place a Donated Easement on a Portion ofP76..61 North Pacolet River Dear r~d'.Monterisi. Altamont Environmental, Inc. is contacting you on behalf of the Polk County Soil and Water COnservatiOn District (District), As you are aware, the District is pursuing donated eas~eIlts along the North. Pacolet River and its tributaries for use in a meambank stabili:z.ationpr,oject. ID.lanuary .2007~ you signed a conservation easement option agreement for a portion of yourpIOperty'that II'~y be suitable for inelu..Qon in the restorationpr,oject being pu,.-su,ed bY.the])is1Iict'Ib.~williD~ss of you and your neigb.borstop~eipate in this project lI1lowcd.the District to secure funding from the State of North Caro'1i1ia Clean Wa~ Management Trust Fw' fOf assessment and design of the meambank stabilization . me8SW,'eS. The Distriot is currently completing detailed design and is,in the process of obtaining a second graot to fund constructiG1l activities. The signed agreement with you is due to expu-e in February, 2008 and the District desires to .renew this agreement with you. As<l#1#.iJ1.tJ.1ep~O\IBolJtionagreeDlen~ .~~subjeQt propert)'i~.l(.lo~infon: ~~ty~~~~.ariLii~ref~..tp..~...~.~lJ.>!~l"......~~.tl:)Yim"t~.......................... b()'~d~e"p.f~~~~I]~rvlltiC)Il~tB.rtf.....~..$ho~..o~tk~.~l?~...II1aP' ~.~~.~m.~J1.'l~f111.~()f'lf1!1d.~~en,<llp.gn()..~~~,t~~~q!~ti~latlci ~JD.~~~~..n1r~~ forl4641inear f~81()nstb.ellfrr,aJnba1ik.. .lbe . ... .. ~atiODeaurement~.WI)uld totatapproxitnau:1y L68.8Cn';sin...,. T-llo. ~ optionl~'required that ~l)istrict determine through eAsineerlna ad f~~:t>>iiJit)i~~~~eror.n~tGnmtee's.Plarmed use dfC1nu:ltQr'sl8Jl4is~ticalfor itsiJ;l~..~..~o!l.p1lIposes..Work.C()Il1Jll~,to .~..~shov.ln tbat yOllI'~tii$.~ap,p:roprlateand pi1wtical for the s~ stabili.r.aiieIl.Pioj~ H(!IW~.:,pri~~~'6P,aij.~Dg the. donation of the ronservation easc;meut, 1tledetailed ....-~c-ciesigD.lI1/il~ttir!8..~becompleted.m . . i I 08/14/2008 12;57 FAX 8288942231 I ~ I ! . I I : I ! , I I ! I I I I . f I ; I I i , i I I I I I I I , i i I ! , I I J ,. I ' .... j> I ! I i flI005/00B The District ia currently 1maIizing the application for oonstr'J.Ction funding and, if t.llat application is approved, ooDSfI'Udion. should begin in late 200g. By your sigBature on this letter, you (as the Grantor) and your heirs agl'ee to enter into an exclusive agreement with the Polk County Soil and Wate1r. Conservation District (as the Grantee) for BIle additional yeaz. Please sign below and return the letter to the District. The Distriet wiU execute and retum a copy for YOUt records. Altamont EnVir(J~er,1fa1, Inc., on be&alf of the District, appreciates the oPl'ol't1mi~ to extend t:h:isa.greem.entwith you end loob forward. to.provi.dingyou with an exceptional opportlmity. Please ccmtact me at (828) 894--8550, P.O. Box 236, Columbus, NC 28722, or Elizabeth Burdett at (828) 749-2161, if you need any additional information. Smcereiy, StQart A. Ryman, P .G. Principal ~~~~Mr ... .. ..tOr'SSI~ . \ .... Date ....... ... . ...... .: I ~tkq.. ..:Ii. 'Ral .Y-ltJ-P8. 's S~ ......... . Date . ..... ..... . i i I 108/14/2008 ~ ..... .. I i I I I 12:58 FAX 8288942231 ~006/006 August 11,2008 To: Altamont Environmental Re: Polk County SoU and. Water Conservation District ENermeDt for Pacolet River Project Engmeet: ll:taVc spent the I. SfJWJl'aldays ~smining.~ survey ~onmy fmn indicating1he positiol1c>fthe outetmostportionofthe .eesement..'I'here are manypomoDS (;)ftlic C8S~~t~atwouldenC1'08Ch well into my pasmres while there .8l'eotherti that do not encroach at all. StUl.there me otberportioIlS that indicate minimal e.o.croaclunent either way. .lvIY farm is. a. SO\UCe ,of income to me and redueingthe amount of pasmre oouId ad".!y aff~t tOOt~me. The ~P()hJt.oftbe11leastJlel11eu.t from which the easement is to be rneastnd. seems to be ridbc::tarbitrmy .:BflSC'd on that. lam certain that some type of' agreement can be reached as to ~'amGUIlt ofencroachm.ent ontQIriy fields tbatwouldbe absolutely .n~SI1lY. At tbism~t I am hlcliDed.1D gr3lltthe.eascm~Dtas lODflaslt daesmtgp bey~ IIlYex:istdg fenCe.&e. In some .1ocatioDS that wiJlbe Illl)re than what is meeded, whi~in others it .wU1be1ess. Please let melcnow what tan be done to help his PIOj~ J:O forward and still maintain the iritegrif:1 ofmyDmn. Q3~'~, F_l"1onten~.>. .................... .......... . . APPENDIX B - DIAGRAMS AND SPECIFICATIONS . BI-B5 - Plan Sheets B6 - Bankfull Bench and Grade to Stable Slope Diagram B7 - Geolift to Bankfull Stage Diagram B8 - Log Single Vane Diagram B9 - Log J-Hook Vane Diagram BIO - Rock W-Weir Diagram Bll- Coir Matting Diagram B12 - Silt Fence Diagram B13 - Sandbag Diversion Diagram . . Bl - B5 Plan Sheets . . : 1 ....l..j..". " , , : 1 , , Ii Ii , , I: , , I: " .........."'...T.l"...". 1: : : , , , , , I, ....+..1...... , , : 1 v: , , , , , I , "......1...1.... v:i , , \ i , , I " ."...".........:...1"...'.. , , I: : c : ~ ~ ~ I : !f~ rl i~f"""""""ri" i ij ~ : ! ell j ~ :I : !o. ~ ...!' , , , , , , ..""""",,[oo+oz ! ........! """"",.ioo+81 ................j ,,,,.,,,,,,,,,,.ioo+91 i ~ "",,,...i , : ' 1 : , , : ~ : i . ,....."............,....f0...... ...".........., : ; , : : . , , , , , , , ,..,......"..........,l.....!.. : j , ' I : , , , , , {,,1 : ' .........,....1... I : , ! , , , , ..... , ! , , , ^: , , , '...."....!.....'!.......'. , : , ' 1 : , ' , , , I , , '.'''.............:......j.. , , V Vi , , , ' ..r.....'!...... : ' , , , r , , I "..................'......1....'. : v '...V v : .~ U' ~i '" 1'f :2 !.!. cli u ,It ~ <5 ~ c c 0 0 E '" Ii li 0. ~ , , , y : ~ ':'"''''i''' I : , , , : , I , ' .-:.......!....... , , , i , I "(.,,j, , , , , : , , : ........!...'...,... !^ l' I ~- co o' Ul co """"""j j ....ioo+Zl "...... j """.:oo+OL l""" "".....! , ""'''''i'''''''100+8 ~ w '" ' ~ . .... ..........~,......! ",.,i 00+9 1 ; .,..........1 ; """,,; OO+t U : Ii ; lD :2 .. c o lD "".'ll."."'.! .~ ~ ~ w "..................loo+z: .,.........., ta^al oas a.oqy uO!l,,^aI3 ."""",':'00+0 .. co . c :a .2 .3C "0 c: ~~; O'l~ Ql III i: 'x OW ;: 1J Ql g'o ~ E .~ :z )( III ww .. V '-.... , 0 :c "0 , C7' Qj U "'- ii: .J '0 ..s , ~ ~ "'- > > :; ii: ii: :;; '-.... I I c: 0 c: c: CD .Q .Q Ql "0 g u c: > Ql Ql Ql ~ W W c: :; :; 0 u :;; :;; .r. c: c: 0 0 C7' CD lD I V^ b '0 u '6 E :2 .. c o lD '0 1i i:: ~ u c ~ :2 C o C"l .t: '" 'i c: g o > OJ W ~ ~ w w "- ;;:;~ -' <l u '" / il II 1/ II 1/ /} " " II /' I I / I ,/ // " // /r' I' ,I II II II (( \I \I \I \I \I \I II \I \I \I \I \I \I \I \I /'.\C"l \I \I \I \I \I II ~ :: 8 tr " .. 4( \, ,;- \ . ~ \\ \ .. ..\ u II... ~ \\ \. ~\ c I' 8 .~ \\ ~ ~ \\ o ~ \ \ ~ II v "5 \\ .... :; \ \ C I I o I' lD " .9 \\ \\ \\ \\ '5 ~ .. o o :I: 1, c .2 '0 u .3 '" o -' .. u u 0( c .2 U 2 ;; Ii U .... I; Ii ~ ... ~- -0 ,~ o a 0. 0( "0 ~ co ~ "- lii c .2 o g -' '" c .g. o Vi '0 C o ,!1 ~ u o Vi , ,Peo.~ "- , ~"'fJ "- "- "!~ . >-. '. '. ~ ...... a "- 0 , co " ~ , .0 '" ~ '0 W '" , .s > ;; ....- .x /" w / / fll-'b-. / ~ / / :::,.'b-0~./ / \.f / /' , , , , ~ ............. '. / ......... , '" c :~ '0 Vi ~. \ " \ \ \ \ \ / ./ "0 i E Ii '5 oS ~ .!! c;: E ;; 0 '8 is 0 '" 0. U " :? .. 0 N Z 15 = ~ {II ~ :0 -.B.a::: i VI g ~ 2 ~ II 2 It '0 ..( ~i2 ~ 15c3g ~ i H~'51( i ~ :1i~i25 j H ~i~(D:2> 8 :; ~w E:b2~.9:I: 5 ~i e:;~~~ ~ ~ ~E( ~!!~~~! j ~~ i ill " II II Yo " II i It It It =: It.,; ~ It S HH~ ~ ~ ~ h mDi;\~ 00 .:f'l.-\ "& E o 8 ~ t!. ~ ~ J ~ 1i 0: ti u 0 u .. ~ .< '" c 'g. 0 Vi .... ;; ~ 5 ~ f l. lD .. , ~ :: o ~ 0. ~ ...... 18:! ~4fi ! o:~_ . ,00 . . 8~! o::I:w I ~ .!! i~f ~J 'Q i: L.- I.o..w.... ....1/1 '" '" ",2 Ji.S.Sii.Ecn '~~b~o wWQ.W III :. co ;~J ~: ""-~c3 = .~.~~ :S~2 _UJWUl <8.8 ~ . ~ E ~ . o w c /' ~ / 'b- Ii / ~'tf ~ / ~ / i / t"."..'b-~ / ~ . .,j"" / ~ I,,~ / '~o'" . / I I I ~ \ '\\,~ ~, .~ ~ ~~ Co 0'0 Uc eil ~lD .~ i1 :i.< '0 ~ '0 g U 0: ~ .0 2 ~ ~ '0 ~ Ii ;; E. .2 II otj :s,E 'i.~ N", tl c.;; ~o:I: ~:51;j g'~2 Hcli . c3 a "'- , , .~ '0 g -' .~ ~ " I " " o o co '" :2 cli 1i " 6 c o ~ o ~ -. ......... " ~ o f- w w I (J) ~ CO ~ z u ! 0.. Z co i3 o ~ ~ ~ u:: N 5 / o zw <(~ zl1.. <(0 -l0::: (l..(l.. z-l ~ Q~ ::t t;Ci~ =>=> O:::~ 1-1.:> VlZ zo o-.J U ~ J .. ~ .. o o 5 ~ :l ~ ... o o '" '" '" u .. w 0: ~ ~ 0.. '" ~ ;:<; V> U 0: Z o u ~ V> ~ ~ 0.: .. z ::::; '" 0 w '" ~ <C "'U tu~ -' '" 8~ .. . "- >- ~ ~ g; is ZU '" -' o "- ~ Est w ~ ~ . u V> ~ ......, '" z w .J -,0 ~u -,;: en g..~ n:z -'w => => '" 0 4<(Uo- n..z~o <t -,- ~~~~ ~~~: <(O~1- 1Y0:::.....J<( on..uo iil 00_ N~ ~5~ ~~~ :I:~d .(L1.."S .:X 5 ~8= tnEN ~oO<<! - '" '" ~ ~~~ ~ > 0.. <l '" :I: U >- '" / I I z o ;:: 0.. c;: U '" W o I 1"C' lJ 101 I~ 6 w ... <l o :> w 0: I I , .............' - . .~ u U III~ '''' .... 11 ,~ ..iL ~ l: ~ .. c , 0" E .. ~~ ......"...!.t........ 'I ~ ! i:v " j: ........1.:..""..... j!V i: " 11 " 1:^ :- ........."1': I. :1 " ;' " 1: :. V ., ..(. .......: 00+11. ......+.. ..........,."....,..,....,..,i~....... " ;, " " :. n 1: " ;I^ ...............,!:........... il :, " 11 il " ,.......il " 11 " i: " 1: H j:^ ....".......................j: " ~: l: " 1: ~ ........~..........,..,.,.. , ; I : : I , . ... .......... ,., '" .."."...~,.........,.. I iv I ! , ......''!''.. ! I I I i ..~._._.- l- , i ! I "l I --r I I 1 ................ l 'I" l , ~ , I: " :~ "'"'':!''''' '" ". ~ :; " I: " n ,I i'............"..,...........li............ n n " '; " 0; ~i :l ,.......rf'......... " :! n :! :! ...1.1........ " " :i H H ^ :~ ,.:.l........ .................,...foo+zz ,; d :1 ,I ,; '; " ^ IJ :1 ""r!....".... ,. " ^ll :1 " I: " .............'''''..........:..! , I : 1 ~j CD] '0 ....1i u' -; WI ,.........1",,,.... , ; ...!oo+z. I "''''''''j "'''''1 ...!OO+IIZ ; j ...............! ...........[OO+9Z , i .........~...I ~ u c:; .......f. ~ ! ""j i ; ...........'! ...................ioo+oz o en co o 0 '" .. co co j8t\;n oas ;M.oqy U0!1~.[3 OJ . ; ! ..iOOHZ ..........! oO+Ot ....[ 00+9. i ! ........! OOH. III '" co ~ ~ u III~ 'N m" 11& 0:;; i~ c I om Em ~~ c: ~ ~ .s: Ql W '" Q; ii: -' c: "5 L L .2 ~ Ql Ql > > 0 c: ii: ii: 0 > lD Ql W '" c: c: c: CJ'I~ ,2 ,2 Ql en 0 0 ~ .x 15 w > > Ql Ql ~ "0 W W Ql "'~ :2 :2 c: 0 :;: E .>< .>< en c: c: .x en 0 0 W W lD lD V ^ t:o itl ~~ ~ u V> ~ I II II II II II II II II q.----. I :..----- r : I ~ II U 'I < II II II " l~ " " " " '\ \ , , , , , , , , , , , , , , , , , , , , , , \ \ , " " , \ \, o 0\,\ , , \\ C \'>i ~ ~~~ ~ U " ~ ~ ~ c: L.. ~~I .2 ~ /;~ ~ =r;' =>- 2" c C . u .2 E '0 '0 ~ ~ ~ .~ 11 .. I ~ 0 0 u U ~ ... = III '0 ;; .E . " c o ij~ ~i7i "'u '3:g ~V; 00 "'- .~ U 2 ;; & C"l >- e o ~ ... 2 .1( .,. C '00 o iil " c o ~ 'Q. g iil '8 ~ '8 ~ ~ u '0 ~ '0 u '" " W .,. .S ;; '. W ., o '" / .~ '0 g ...I '" C '0 .2 '0 iil ~ VI . ~ '" = f ~ U 2 < :c i - t ti U .5 & 0" u c ""w t ii: w -~ij ti III c t2d; i ~~~ ~ g~~ ~ ~5o~~. ... 5 .. ~ 2 5 &~~d;o> '* ~~"E~~.9 ~ ..e3i~~~ ~ ~BH~ I ;; .g o ij ., .. N ;; ~ o ll. " ~ Z , ~ j ~ o ~ '" I ~ I i~i ~} '0 \.. ~_ w~ ~Wl C7' 0 02 . .'.''i.lad) . ~ ~ ~~"O wwa.w III :. u ;il:I ~: L..~Q =rn .!.! "0 .E~~Vi >-i 2~ h >-w ! 'Ill"r= = 'Il "I g!!o~oo g ~ ~ ~~~~ ~ ~ ~ ~Q: lctct ct ct d: ct ct iGiD~1\~ DD <<J.~ :!:. . 1=1 ~h ctctct Ii to .~ U 2 ;; & u ~ i i ... ~ ;; h Oij :5.5 .i~:s. :af ~:S. goli\! ~2O; "de . .'. ., ., .', . 11 i E & ,~ c W & 15 8 ~ t!. u r; J ... .. ~ 5 ~ .~ ll. '6 ~ '" '5 . ~ E a.~t!: tEl Ii ! ~~i '" ~- .r~0 8~i ",:J:w ~Nf"i f- W W I ~ C'J CO u ~ :i u ~ t z '" i3 o ~ I .;: N ;;; i t ~ u ~ o o ~ e ~ ... o o .... .... x U . '" ~ ~ .. x ~ Z Vi ~ 8 ;< V> ~ ?; a.: \ \ --1 <! z o ::> I- iDw z:::! '" .3:3 ~ 0:: 8! ~(L <! Z <! --1 (L <C Z ::i '" 0 w '" > <l ii:U tu ~ 8~ <C _ "- >- ~ ~ gj 6 ZU '" ...I o "- ~ ~~ !', W ...I ;:';Q V> ~ '" ai -' -,0 wU 0:;: '(/l ~ .. ~ Oll:z -'w" ""'0 <l<1Uo- o..z loCO <l -" ~~~~ u "- ~~~w <10~""" a::a::--J<1 oo..uo li 'ii S.. ._ u Oij .<:.E i~~ l! c.~ 1;0% ~:5-;; o~~ ~ ~~~ "0 it <C '" X U >- '" ",' .'" '" ~~ ~;~---~~ ~~'2:>/ -----:::::::.~/'... .......r.::----- ./ ~;;." ~ ~ ../ :: ./''/ 11/ H ""1' ./' Ii " II II II II __....11 --<\' ':' ,; w '" z o ;:: Q. ii' u III W o ~ .~ ~ '0 8' ~ ...I w .... <C o ",' u.<: "u ii\~ ,,'" ~2 "." c c 00 ...I'" u- CO E .. o ~ 0( . , , :0 .........",............,.....1 ............[........j........... .""""... , , , , , , , , , .....,..'''.....1.......'""......1 ! : , , 1 ....r"".. .......:,1.:.. Vl ,,(,..... ". , , , , , , , , , ,,,......~ .................., ,,,...f... u , J: : ~ ~ "~,I . u.2 !..,.........CC....:.l:I.. i : ! . i =.........!..........r..........1' \: j ! ^I ,......~___L j : ! ! , ! ......"...,............: I ,..I".. "T...'....'f'.. ......\1' , , : ! : I , , '........1........!"". i , , , , , , , "r'" , , , , , . : ...,......,.l,......~......".. , ! ..........j.......... "j ..Y....j... ^ ; !''' , '..........1.." ; ''''.......j. , , , , , , . , ....."1.......: i , , , , , , , , ... ......., i ....,~.."..".. , , , , , , , , , , , , ...."'.." , , , , , , ! , ......1.....;.............. . i v ..................... ..,i..... , , , , , : , , , , , .c i lD :2 ~ ,....~...! '0 c .2 ~ . ~ ! ........1.. ..............! "i ..,. ...........: OO+Zl: ..i.. i ,.. ........ ... .. ~ .~ ~. " , ......"......"~.,,i ~! . . '0 ~ ..! OO+t<; ............! 00+9t ...........1 .....: 00+9t ; ....! 00+09 ..........100+9<; ............i 00+9<; ! o '" IX) 00+0<; V :s :c c '" ;; u 1r -' '5 L E III ~ > > ~ 1r 1r x I I c 0 c c III .2 .2 III C a u c > > III III III ;g W W c :; ~ 0 u ~ x J: C C '" 0 0 :I: III III V ^ ; c .2 a > III W c :a ~ ~ ~ 0 IlIm W '" C 0":';; III UI .! 'x OW J: 0- '0 III "'- ~ E .!!! :.;; )( UI WW , i , , , , , . , .+.+ i: , ! : I , , ""l'1'"'' "................... ! : j: ~: ^ j: ......,......1..:......... , , 1 : " i, , , i: ...".................... ""..!,~ i: ..........j ^ ^ ~ o <0 IX) ~ IX) P^81 oas ~oqV UOn0A813 . o .. IX) OO+Ot on '" IX) OO+Zt :2 '" c o <D ., 0; (;: " u ~ ., <= c o U .c '" :;: 8 t:: - OJ OJ !!, ~~ u V) / ~ !! t ~ j~ i It !~ ~: :: :2 . H~:5<li .-'~'~6'!o w.....o..w III :. ~ ii? ;; (; g ll. .c b z I \ \ \ \ \ \ \ \ \ \ \ \ \ i ... '> / I I I I I I I I I I I I I I I I \ ~ 1/1 2 ~ :z: J, go .... '0 " '" ., ... '" ~ . 'M ... i i / / -' /' t -; /' h "" Ot .cC -- 'j...~ !!~.~ lio:Z: ~:5-; ./ '" c 'c ,/ .2,,/ .2 /'1/1 / / / / '0 ;; s t ;; E .2 o t .5 .. N " !t VI G :0 -.2t i en i ~ .2 Ul "ll ~~2 ~ as'g : ...:.= 'QID ~ c _ = 1: =;:iB~ ~~~.g}> '8 e ~ 'tiE.!! :r :3:aR=~ II ~ e.)!l '0'- - ~Bl~! 3 -:nU"ll" : 1: 0008883 0 0 ~Uen e e . e a..ttJtQ.Q. Q. a.. a.. a.. a.. :GiD~1\~ DD '8 i E S .~ ... " a '" 5 u "" 2 ~ g & 8 ~ e G ~ J i i 6 u u ~ j ll. c ~ ~ b i ll. >- di ! ~~i '" 1:.- . ..~o u.~ "':z:... ":N"; 2 ~ i - ~ ~ u S 6 U "'... '" .5 go VI " "G6 6 u " . ~~ ~ ~d >-1/11/1 Hi H~ ll.ll.ll. ii 10 6 :5 G C g . I~J ~;; ...H "'''' - oS:5.~ !!J.~ '0 J:~~V; = o U g '" "i ~l( h >-... <1J.B ~ . f- UJ UJ I (f) (Y) .co ~ ~ :i u ~ ~ .. z '" u; OJ o 6 <l J ii: N ;;; ~ t; ~ u . ~ . o o ~ g 0- o ~ '" x u . It: ~ 1 x ~ z Ui ~ 8 !< V) ~ n: ~ -I <( Z o :J I- i:!jw z-l AU:: ...Jo a:: ~a... <( z <( -I a... <l Z ::; '" 0 OJ '" > <l ~u t0~i= r .... '" ~8~ OJ <l . 0::"->- ~ ~ ~ 5 ZU "" .... o "- ~:R !!, OJ .... ;'Ie V) ~ ~- ~~e z:s uf~] )-d~5 >~~ !l! . ~~ < .> t~~ \:!"'c ti~~ wr->1Cil @~~ g~. U o '" '" z OJ -' ....0 OJU O;l: 'U> ~ ,,~ OO:z -'w::> ::>'" 0 ct<x:u", a...z ::.::0 <t ...._ ).:L~2: O)f- '" ~~~: <to~~ a:::a:::....J<t o a... uo > ll. <l "" r u >- '" z o ;:: ll. ii? u V) OJ o OJ 0- <C o :> OJ '" ." "" ./. / "". . i: '.........t..".... . : , , , !~ j: ,..............j......... , I [ : j: j: , , i: j'" .....".!..J... ;-tt------- ....(.........!..!Y.:.............! 5 ~ r: !. .- .... : I ~.~ 1: 1- : I S = !: : u ~ l: 1""...............",.......'..1'"...."""....,,,..,... ti b l: !i~ i: ~ :: :. Ii 1: " .............j.I......,'.. " 1: f: " [Jv " .......U. 1: 1: " tl " t: :, " ,."'......,......!r.~.'''........ " :1 " I, 11 " :- " ~ ........"Ir..... , I ! 1 IV i ..1.... 1 , , , : : , .....i l i ~ :~ " :f ,.:j........ " ~ " :l n " "'Ii.. if v :j ~il s:.: I: U I: i : i m ,: . l1 i...."........"".,.......,~.! 1 !! :[ !) :1 " ..........:.i , , I: , , ! j , , , , : ! : i .~..l"'. i I : 1 : j , , , , ;! !" ..... ,., ... .....".... . ~;/''' ~......,., , f .........,1 !'............... , : i , ..~...~". f : ................, ..........f~ i'" ,,,..,, j......... '5 :0 c o m '0 c .2 ~ .. w i......' i i ....I...."... ~ co o ... co liMa, DaS aAoqV uo!ltMal3 . "I" .......'''.~OO+OB co I ............ ....i OO+IIL ! .~ ~ u W go u o o ..! 00+9L t= OOHL OO+ZL V ls '0 u '0 .E :? .:< c o m '" u c '" ~ c o U OO+OL .s:: '" :i: - .s:: '" ~ a: -' 00+119 ... ... ~ '" > a: a: I c c ~ .2 .2 g '0 > '" '" w w :a :a .:< .:< c c 0 0 m m 00+99 V^ c ,g ~ Cl> W c :; ,g ~ c ~ 0 ",m W '" 00 +t9 c: "'= Cl> Ul ~ 0- - )( 0 w ~ '0 \ Q) "'- c: 0 = E .~ = )( Ul ww 00+Z9 00+09 o '" co ~ ~ w w .. ; ~ <C u U) ~ .! G ~ j~f ~! i~! ~~ .- a5 lI.~::~ c:~ ...E.6..Em ~.6.E 8 . ~~ bio ~~B LLII.&JQ.w wWV'l I" :. ,k/ .~/ &, " '" ", , , o ~ go .- go o VI " c o ~ .ii ~ VI " c o uX iill m~ =:0 '0 ~Vi 00 m_ =~ 0" ~~ ~ u W '5 :;; 6 m 2 ~ 0 8' ;;; .... .E .. 00 c Vi ~ .E \ "" f it Ii ~ u o ll. .. ~ Z I \ .~ a ~ I u oil u ... c ~ .~ I u i l: J I :: 0 ~ i i) ( /1 I I I I I I I I I I I I l. -. / < ] e l: o w ~ ~ 5", c ~ 8 .s t- o Ii 0. e ~ c .2 a ~ u Vi; ~m 0= 0.2 """ c c 00 ....co ..- '00 e 'x o Q ~ o ~ go " w go ~ .x w c: .. e Il c o .. c w ~ II o a "8 Q: c .2 a K .... go c :~ "0 VI .! .~ o ti .E .. N ~ Iii -L ~ In U e 0 i " 0 : - CD tJ t) ~ "g:2 ~ ; gu! : . H~o"! .n Ii ::; 0 ~ ~ .s a ::I~t~~-g ~ 2'€ oiv;coo> ~ II) ~..... ~;i~~~~ 3 F~ '.~.p~. 00 ~ ,h ~c8!c3:~! 0: ~w .-nnilil 1 i iio SSSS820 0 s ~~~~~~ ~ ~ ~~ iB;Ui1\~ UD , " , ;; c: ~ E 8 .~ w 8 ~ ~ ~ ;::- Q: 8 :;; , ~ . '" 2 U) S 13 ~ .. : '" c: .6 S b g- ., VI 'A 0. ll. 6 ~ co . i b ll. . ~~ ls.!' ! 'k'~ 0: ll.- f~~ ~~ o:J:w -=N"; !i <5 <<].8 :. . \ '--.~ ..-- I- W W I UJ ~ CO ~ ;i u '" I z '" Vi w " 6 <t ! Ii: '" ::? ~ t; ~ U 4 ... 4 " o ~ ~ .... o ~ r u 4 W 0: ... ~ ~ r 3 z Vi u "' z 8 i< U) ~ ~ 0: ~~ ~ ~ ;::l . U) -l <l Z o :::l I- i:9w z::::! t<) au.. G --.Jo <C 0:: Ii! ~a.. <l z <l -l a.. <C z :i '" 0 w '" > <C li::U tu ~ .... '" 8~ <C . a..>- ~ ~ gj 5 ZU '" .... o a.. '" i:5 -' ...0 wU 0:;: 'Ul ~ ..~ OO::z ....w;;o ;;0"'0 ct<(Uo- o...Zk::O <l ...' ~~~~ u "- ~~~w <to~.- O:::O:::....J<( oa..uo ii: <t '" I U >- m z o ;:: 0. it: u U) w " -' w I- <C " ,; w '" / / / '., . o 00 CD ...,,,,,..,,.j. i... j......""...... """"'''1 .~ ti ~ ! i e .~ ....u....u".. ~ J; c I o II E 0 ~ ~ j'" j'" i...... , i..., o 00 CD ~ CD o .., CD 00 N ..~ ,....! 60+66 .+.. ...... .i ..............00+96 ......i .............. ;.........". 'fO+96 ...........i.....,...."..! .".......!00+06 or: 2 0 '" ., u ir .J '6 ~ ~ .!: ~ ~ :a "'''1 ii ii -' ., w .........PO+99 ""'I" c: "5 ~~ g 5 .,lD W '" D' .5 ., Iii .! "x ow or: ..." ., ~o ~ .!; 'x U1 ww .., .."".j"". ".pO+t9 '".j..............! , ...j ''''''........PO....ZB ..........i.............'i ......i ..............:00+09 00 N CD ~ o .. 0 CD :;! ~a, oas 8./l.oqy UO!101t813 ;::: ill iL ;::;~ -' <t U '" . 00 -'- -' -.-.-' / / I / / / I / / -.-'-' -.-.-.-.-- - Ll-~ / --- . / / / -'- -.-'- p130ll h.1~UnOa ~U1~unH (ii+66 -', I . .c 1; ~ z c ~ ,!; i'J~! &~ II ~; ~~ ~" !! g' 00 C712 CJI ~ -...Eli.Em C5~ -;"111]11a.,~!" -n~ .. <8.~ + I I / / I --7 / / I "0 C o .c~ a "'~ =J5 .20 .x- cUI ~.2 , , , ........."!....(.... i )v' , , , , ....f , , , , , , , '+'"'''1''''''''' : i I ......j "l~. i.."...."... ;.. ..."".....PO+t6 , , , , , , , , ...'''.."j.......:...''......, '''''! .",,,.! 1 : , c I .2 : ~ , ~ . I W ..1.01,......... ........ ...; "....PO+Z6 ~ "0 .c >- , . , ~--~----- . : , , ""..............,......"..;.....:... , o , , , , , I , . 1 ......,.....1' i . , j : ,........................."..,.;....."'.,,.......... ......i'''....'' Hi l/......................../j...... ~ : : c 0 o ' CD : .;0_ ...........'! ....::1,,,......,.. ~ ....... .:..' ~ ' ~ ' w ! , , , , ...j,...I..... : : , ! ..,..,..,....,..j..,,1 i ; : ! ( ",1+. ! I ! ............;.1.............. :^ i i 1 : ""1"':- i: j: l: , , j: i: .."........."....'!"..!.. I! , , A: j: ! : , , "'''T'r , , : I : 0 i ; / / / ~ I . .1"1.9 I / .... / i ~ I. / )! / I! (.f I g / ~ ~ 'ii h c.c u :5..5 ':~~ ~c~ ~ox '::5- .~~ ~ ..._---31; / ,Ii " g ~ ~ D 2 "0 .~ o ~ .. .. o cJ ~.c "ou iii~ "p'" ~~ c c 00 -'CD ~- 00 E .. o Ii Q 0( ;: ~ o '" g '" "0 ;; E 15 .~ " .3 10 ... i- ~ -./ ~" P u~ E g. ~'" .~ 0 c ~ i.c ..... ...... ....' ;; 5 '0 ~ '" "0 '" '" ~ .. ! '" ~ 0- .~ 0 Vi -0 ii .3 ;; E c .0. 6 '" -~--- - - ..... ~-""" "'" "'" .......', .., .....<' '." " " " '\\ \. \\ ) " /J~' ,-1 " /1/ ',', /I? ',".... 1 1 ','... /Il ""..., I" '......... /7/ ..."" ,t/ "............'... f,/ ',......... t:" t (, ......... ...~......, J,' -[, 1'. I II .1. ..:. I. . _ .1 '" c .E .2 -0 Vi ~ ii: i 8 o a. ~ Vi ~ :0 -2.c Ii '" U p~ 0" = w~.a .2" -g -"0" ~602~1Il ~"fi~,!B S ~ 8~iii~~> i( ~ E ~"O.9 ~ 8' ~ iJ .E3!~~ ~ J, ~ .!i 6 c 2.... go .Jt :::Im.3u~'s g' 8 '-"0"0 V)..J 0: -8==H:: I ll~~~~ ~ ~ !B1Dil{~ li ~ E S .~ w S ~ 6 g ~ , ~ ! UI G ~ B '" :: ~ " 2 ~ ~ '" 2 r ;; VI S "0 ~.ti b u ~ ld~ E~t .!~tn HI H~ a..a..d:: i! 10 ~ ;; E o i5 jj .5 i ;; g ~ 0: o ~ ~ - ~ Ii u E 0 _ 0 0., ~ c '='" ~ i ~ Q u ~ .~ 'j- -g , ~ ~ ~ l~~ ~ ~~i _ 0: st- ,;~O 8H o:X", "i ~~ .gi >-'" "01 8 0 ~ ~ d:d:: DD "':ro;..; . r / I I / I I I I I / / I I I I I I / I ."" .....' ....' ..... .~ ~ ~ w "3 :;; c o '" 2 ~ --, .. .. ~ u u <C .~ ti 2 ;; c 8 o ~ < '" .S '" o Vi "0 C o ~ u Ii iL ..... f- W W :r: (/) LQ CO u ~ z u ~ ~ "- z '" iii c 6 <l i u: N 5 a ~ ~ U 4 '" 4 C o ~ ~ >- o o .., .., x u ;j 0: '" ~ "- ! lj 0: Z 8 ;< '" ~ ~ <i: ~ ...J <( z o :::::> I- (9W z...J oiL -10 00:: zo... <( z <( ...J (L <t Z ::; '" 0 IU '" > <C fiu ,...,tu~ :r -' ll: u 0 0 <tuZ IU <t n::a...~ :r >- ~ 5 ~8 '" -' o ll.. ~~ !!, UJ - ~ffi~ =>"'0 a:~Ug <J: ~_ ~~~~ zu~~ ~~~w o::~:::i~ oo...uo > a. <t '" :r u >- CD ....' ..... z o ;= a. ir u '" - <C c :> IU 0: . . B6 - Bankfull Bench and Grade to Stable Slope Diagram . . . . o. ZttJ ::JO:lL ~I-o:: <(<.:>0 . O~W~ Wl-I<( u<:!2l-L: <(XOW ..JWZO: lL ::J WWOO eeIo:l- ,-I-<((J) , LL W ~O::J~ <.:>~LL:I- Z<(I-LL j::eeoO I-WZW <(IOZ L:I-o::i )- ee o 0 W l- I- 0 U W W 0.:: 0: 0: o <( (J) L: <( (J) (J) .W ttJ[5~ o:WI- I-~W ~~irz OWW- L:W~~ WIO:W 0: I-lL 0: \ I- W W L.... o If) o W (J) U Z W o <( 0: <.:> o Z <( W I- <( >(J) <(0.:: UZ X<( wee o W <:!2 U Z LL o Z o I- <( > W ....I W <.:> Z -(J) 1-0.:: <:!2z X<( wee . l r I' .. r /'.>'. . (.'.:.' \~,:....;. J<c ~ffi \ <l~ \ 0::<':> wZ \ I-W <(w L:I ) 0:1- <()- eeee J WO >w / 01- L:U ~~ / / ) / /L: / ::J I L: U ZI-Z ~<(~ <(W..J w~..J 1-0:2 --0= <(<':>0.:: :::;:q WoZ ~ O:~<( ~?ee ~ ~ uO: --0= - W ~ g:jlL ~ ~~ ~ ~ oZoO ~ ~~~~ -a ..J<(_U ~~ ....1....1- ~ <(lLW~ ~ ~0a5~ ~ ~~i'n ~~ I~ I ~\ I~ I~ _ ....11-0: I ----"'" ....I Z W ::Jww I ~ ~I-~ .=!!Ii Z x <.:> -= <(Wz I ~ eeWW I Jt0 ~~~ I ul-)- zzee woo eej::w ~;;~ ~~~ o:WlL U (J) Z 2 I- <( > W ....I W ....I ....I ::J LL 0.:: Z <( ee ---- ~ <0 CO W 0(1- ZO <l: <{cf5 Z ....J 0::: 0 IW UJ 0::: > <l: U-.J 0::: U Zm 1'0 l- I w<{ I- UJ 0::: fil- I ....J U 0 0 -.J(/) <l: u Z UJ <l: -.JO 0::: Q... >- I- i:21- I z I- :::::> ~w 0:::0 Ou 20 z <{<{ ::.:::: ....J fio::: 0 Q... 19 l- LL ::i o W <.:> 0: o I U Z W ee ....I ....I :;;) LL 0.:: Z <( ee o I- Z Vi W I- o Z W (J) :;;) W 0: 0: o LL ....I o (J) lL o I- o W I- <( > <( u X W W ....I lL 0.:: U o I- (J) ~ lJ) 1: <I: a:: '" <I: 6 z o j:: u :::> a:: f- lJ) Z o U ...- Z '" u; w o is <( u ...- lJ) w a:: :::> '" LL N to W ....J <( U (j) a l- I- a z ...- to I U <I: w 0: f- W -' o u <I: lL I f- a:: o Z ...- (J) U 0: Z o U ~ (J) '" -' o lL ...- lL '" z w ....I -,0 wU o~ ;:'(J) o >- OHf- O:z -' W :::> :::><':>0 ~~Ug:; <:( :s........ :>:L:.i:'~ alt;..~ ~!!5~w <(o~1- 0:0:....1<( OlLUO . B7 - Geolift to Bankfull Stage Diagram . . BANKFULL BENCH ELEVATION LAYERS OF 900 GRAMS PER SQUARE METER MINIMUM COIR MATTING BOTTOM LAYER OF GEOLlFTS TO CONSIST OF RIVER ROCK AND GRAVEL SEED TOP OF EACH LIFT WITH RIPARIAN SEED MIX AND COVER WITH WHEAT STRAW LOG TOE PROTECTION 8 INCH MINIMUM DIAMETER LOG BASE MATERIALS 1, CONSTRUCT IN AREAS SPECIFIED IN THE PLAN SHEETS AND AS DEPICTED ON THIS CONSTRUCTION DIAGRAM, 2, VERIFY THAT COBBLE SIZED MATERIAL OR LARGER MATERIAL (75 MM/2,9 INCHES OR LARGER) EXSITS IN THOSE LOCATIONS FOR BASE STABILITY, 3, IF COBBLE SIZED MATERIAL DOES NOT EXIST IN THESE LOCATIONS, RIP RAP OF THE SAME APPROXIMATE SIZE WILL BE PLACED ON THE CHANNEL BOTTOM OR STREAM BANK TO A MINIMUM THICKNESS OF SIX INCHES, 4, IN LOCATIONS WHERE GEOLIFTS ARE TO BE INSTALLED IN THE WATER, A LOG BASE WILL BE PLACED TO JUST ABOVE NORMAL WATER ELEVATION. 5, 900 GRAM PER SQUARE METER MINIMUM COCONUT COIR FABRIC WILL BE USED AS THE FABRIC MATERIAL. INSTALLATION 1, LAY COIR FABRIC PERPENDICULAR TO STREAM FLOW FROM AN UPSTREAM TO DOWNSTREAM DIRECTION, OVER AN AREA THAT CAN BE COMPLETED AND STABILIZED DURING THAT WORKING DAY. 2, COIR FABRIC WILL BE ROLLED OUT LENGTHWISE, PERPENDICULAR TO STREAM FLOW, SUCH THAT IT EXTENDS FROM 2/3 THE WIDTH OF THE GEOLlFT WIDTH, MEASURED FROM THE NEAR STREAMBANK, TO APPROXIMATELY EIGHT FEET INTO THE CHANNEL, DOWNSTREAM SECTIONS OF COIR WILL OVERLAP UPSTREAM SECTIONS WHEN INITIALLY LAID OUT, 3, SOIL MATERIAL SOURCED FROM NEARBY OR ADJACENT BANKFULL BENCHING AND STREAMBANK GRADING WILL BE USED AS FILL MATERIAL FOR EACH INDIVIDUAL SOIL LIFT, 4. SOURCED SOIL WILL BE CAREFULLY PLACED IN SIX INCH LIFTS AND COMPACTED WITH THE BUCKET OF THE EXCAVATOR OVER THE AREA UNTIL A THICKNESS OF APPROXIMATELY 16 INCHES OF COMPACTED SOIL IS ACHIEVED, 5, CAUTION WILL BE USED NOT TO PLACE SOIL MATERIAL IN THE WATER, 6, THREE FEET OF THE NOSE OF THE GEOLlFT CLOSEST TO THE WATER WILL BE SEEDED WITH THE RIPARIAN SEED MIX SPECIFIED IN THE VEGETATION PLAN AND MULCHED WITH STRAW. 7, COIR FABRIC EXTENDING FROM BENEATH THE COMPACTED AND SEEDED SOIL WILL BE TIGHTLY AND CAREFULLY WRAPPED, AND STAKED IN PLACE USING DEAD STOUT STAKES, STARTING AT THE PIECE OF COIR FURTHEST DOWNSTREAM AND MOVING UPSTREAM ONE PIECE AT A TIME. 8, WRAPPED COIR SHOULD EXTEND APPROXIMATELY SIX FEET OVER THE COMPACTED SOIL LIFT TOWARD THE NEAR BANK SO THAT PLACEMENT OF THE FOLLOWING LIFT WILL PINCH IT IN PLACE. 9, THE TOP EDGE OF EACH PIECE OF COIR FABRIC PARELLEL TO STREAM FLOW SHALL BE TRENCHED INTO THE GROUND TO A MINIMUM DEPTH OF SIX INCHES. \ 10, A LIVE BRUSH MATTRESS, OF TREE SPECIES SPECIFIED FOR LIVE STAKES, WILL BE PLACED PERPENDICULAR TO STREAM FLOW BETWEEN EACH 16 INCH COIR WRAPPED SOIL LIFT, 11, LIVE MATTRESSES CONSTRUCTED WILL BE HARVESTED FROM THE TIPS OF SPECIFIED TREE SPECIES BRANCHES THAT ARE LESS THAN TWO YEARS OLD AND SHOULD BE FIVE TO EIGHT FEET IN LENGTH. LIVE BRANCHES WILL BE PLACED GROWTH END OUT AND ROUGHLY ADJACENT TO ONE ANOTHER SUCH THAT ONE TO TWO FEET EXTENDS BEYOND THE COIR WRAPPED LIFT, 12. FOLLOWING LIVE MATTRESS PLACEMENT, A SECOND AND THIRD COIR WRAPPED LIFT WITH LIVE MATTRESSES IN BETWEEN WILL BE CONSTRUCTED ON TOP OF THE FIRST LIFT, 13, EACH COIR WRAPPED LIFT WILL BE SET BACK TOWARD THE NEAR STREAMBANK SUCH THAT AN APPROXIMATE 2H:3V SLOPE IS ACHIEVED ON THE STREAM SIDE OF THE LIFT. 14. THE TOP OF THE GEOLlFTS WILL BE CONSTRUCTED TO SLIGHTLY BELOW BANKFULL ELEVATION, 15, GEOLlFTS WILL BLEND INTO THE STREAMBANK OR BANKFULL BENCH ON THE LANDWARD SIDE AND SHOULD RESEMBLE THIS DIAGRAM. IENGINEElUNG '" HYOROGEOLOGYI 50 COllEGE STREET, ASHEVilLE, NC 28801 TEL.828.28L3350 FAC.828.28L3351 www.altamontenvironmental.com GEOLlFT TO BANKFULL INSTALLATION AL T AMONT ENVIRONMENTAL, INC. DRAWN BY: PAUL Dow PROJECT MANAGER: STU RYMAN CLIENT: POLK COUNTY SWCD DATE: 12/15/08 NOT TO SCALE REACH 3 NORTH P ACOLET RIVER POLK COUNTY, NORTH CAROLINA 87 P:\POLK SWCD NRCS\NoRTH. PACOLET REACH 3\...312 FIGURES\CAD\DESIGN\CONSTRUCTION DIAGRAMS . B8 - Log Single Vane Diagram . . . II 1. Bankfull 8lage 1 ~ -Inner Berm PROFILE FLOW Note: Use of geotextile material on upstream side of logs Is strongly recommended i III (Keeps thalweg In center of channel) ; c; II III . 1 PLAN Slope and Vegetate Banks It' Legend @Header Rock Eil!!!!!!!!EP Header Log ~Vegelallon _ F~ SOURCE: THE VIRGINIA STREAM RESTORATION & STABILIZATION BEST MANAGEMENT PRACTICES GUIDE, 2004 ALTAMONT ENVIRONMENTAL, INC. IENGINEERING & HYDROGEOlOGYI 50 COLLEGE STREET, ASHEVILLE, NC 28801 TEL. 828.28 1.3350 F AC. 828.281.3351 www.altamontenvironmental.com TYPICAL LOG-VANE INSTALLATION DRAWN BY: PAUL Dow PROJECT MANAGER: STU RYMAN CLIENT: POLK COUNTY SWCD DATE: 12/15/08 NOT TO SCALE REACH 3 NORTH P ACOLET RIVER POLK COUNTY, NORTH CAROLINA 88 P:\POlK SWCD NRCS\NoRTH PACOLET REACH 3\...312 FIGURES\CAD\DESIGN\CONSTRUCTION DIAGRAMS . B9 - Log J-Hook Diagram . . . . Notes: -Rocks in "J" section are spaced Y2 rock width, -Use of geotextile upstream of logs is recommended Flow J, Bankfull Stage Flow 11/ = I :\. ') ~ "'\. -~ ~ \ ~~~- ---- - ~/~ni~ ~~....JW~~I/ ~yg~\!11 ~;:l!i.\~"/I ~~~\",I/ ~~~"( ~\ SUb-P~~~ ~ ~1II~1I/~Y;;~/I/~Y;;\~/I/~VI/ ~/I/~Y;; ,,\/I/~ PROFILE A For logs <24" diameter, cable 3 logs (10"-12") on ends using X" cable, Bottom two logs should be below the stream bed, PLAN Legend ~Jree ~ Header Rock ~ Footer Rock ~Log Slope and Vegetate Banks It' CROSS-SECTION SOURCE: THE VIRGINIA STREAM RESTORATION B STABiliZATION BEST MANAGEMENT PRACTICES GUIDE. 2004 . ALTAMONT ENVIRONMENTAL, INC. TYPICAL LOG J-HOOK INSTALLATION IENGINEERING &: HYDROGEOlOGYI 50 COLLEGE STREET, ASHEVILLE, NC 2880 I TEL.828.281.3350 F AC.828.281.3351 www.altamonteovironmental.com DRAWN BY: PAUL Dow PROJECT MANAGER: STU RYMAN CLIENT: POLK COUNTY SWCD DATE: 12/15/08 89 NOT TO SCALE REACH 3 NORTH P ACOLET RIVER POLK COUNTY, NORTH CAROLINA P:\POLK SWCD NRCS\NoRTH PACOLET REACH 3\...312 FIGURES\CAD\DESIGN\CONSTRUCTION DIAGRAMS . BIO - Rock W-Weir Diagram . . W 0: ::J ..... U ::J 0: ..... U1 ~ I J I I ~ 1*" u~ 00 "'z ~" ON .,Z ~U fl..1.tJ ~~ W "' z W > )<:: U o n:: <:) is G:J ~ z o ;:= u I i ~ -' N~~ ..:-~~ U MOl:! J c ~ CO <( z 0::: :::J Z 0::: 0 - W 0::: W 0 > <( S - 0::: U l- I <( to l- I cj S .....J w I- 0: I ....J 0::: u w 8 "' g~ CD (LZ .....J u 0 0 ~ OZ -' 0- <( <( U Z -'0 ~z 0: ~ ~~ :::s::::: w <( ~ '" r 0'" 0 or "' z~ U I- 0::: CL Z NU o~:i >- ~ -,w '!2 ~'" Z -'''' l/)~W 0 (/) I I- "0 w "'''' ~~u Z 0 0'" '" ~6 ,,"' I- Z w"" w- ",0 0:::: z :::J 0: ~~ UN ~'" '" 0: 0::: -' -:5= ~~ ~~ci - 0 0 ~w n.'" U '" Vl:> "'~ Z 2 Z ..,W ou. ~t;lD -0 ~ -z "'~ ~o ~ w'" ;;~ ",00: U <Il-' U" d~ ....J Z n. or- ~~ 0 0 p~ '" ",,,,,, <oJ -~ ,0 00n. CL o~ <='" u.>- '!2 "", Uw I-I:~ " g~ ~N a~ ~~~ Vi Z ",w St3 g:'f- 3' I..,J . Z-'o W '" n::Q::::':' ~~ y8 8g~ ..... '" 1:J '-'z 0 ",wO: ~~ ~~ u.J~~ 0 0<Il Z .;. N w .!~~ ---I :!O --- NO, J.O;:; OliO Cl ld U <( -' a. Vl ,<:W uO O<t: e>::e>:: 0::<':> w?: --0 0-, ow I !D u.. o o z w 2' <( W 0: ..... U1 z 5: o o 4: z o ;:= I ~ U1 l~ . - I/T- I I I I .._____1 . Bll - Coir Matting Diagram . . .. It at ::::! i !l- II ~ Ii . ---, ~~ h ill h ~l ~ '" ~~ is ~ u iH Ul1) liJl I U!UI .;~ 9:: ) i::: ):::: I[ ~ ...... @ Vi ~~~ Q... Cl::l li '" '" ~i ~ ~~ a ~ i::: ~ C) ~ .\! Vi ! l~ ~~ ~ Q... ",'" .l!a ~& Q ~ ~i t::: b "OiJl ~ ~ . " "i ~ I ~~ '0 ail! ! ~" . .L i~ i i:r ~- _m_m______ I"'~ j!ii!l ~ i h . ~ ~ ~ ...... '" ~ 83 ~ ~ 2:l C5 L.;:: ~ ~ ~ '" ~ ~ .l! ! ~ i ~ ~ ~ '" ~ ~ '" ! @ I ~ ~ ! ! H II Ii h pj ..l~ ~~... ~r~ a-Jl 1\ -Ii ~ ~ 7' .l! I ~ , .r I I ~ I I ~ 0 '" .~ Z .. - ~ i l- I- I <(Z 2:0 wI- 1-<( ::J::J J<( 01- Z(/) <(Z 0::: - 0 U ~ ~ t.~ ~ ~ ~ ~ <i s~~ 'll lJla~~ t ~~h.-Il I "'/1- ~./1 - '0 !~:d f "'~<!r '" :)!!~:i.~ 1..f!i .~~.i-i '" lo~l ~L - .ll~'~ ~ ~i,o~ii!~~ n;~~ ~ ~"'n~lI te~lll j ~~~Pi:1 1l.1~ ~ ~ aa.slll' ~ s~"'lt~..s r- ~Il~~ :1 fit,llii Ili;i;~ filH.I! :!p~ ei ;titll~ *:1 f~ 11l1i!fi {Ha: jl ~~~i~:~ ~lhlli !t:i~:f i'O~li ;t lili{a~~ ~}~L II 1 ~iti~ ..: "i "i ~ ~ ~ ~ .,....... en I: <>: '" '" <>: .,....... is z 0 CO ;:: U :::J '" f- en Z 0 ;:! z '" Vi w 0 <{ Ci Z <l: U ....J --- en 0::: 0 w u.J 0::: '" :::J > <{ '" 0::: U u:: N l- I 10 to I- u.J 0::: I ....J 0 --- u 0 10 <{ U Z I <{ U u.J <>: 0::: 0.... >- w I- 0:: I Z f- I- w => ...J 0::: 0 0 0 u U <>: Z (L ~ I ....J f- '" 0 0 0.... z U; U 0:: Z 0 U w 3: -! if) <r '" u ...J 0 (/J (L 0 --- I- (L I- 0 Z '" z w --' ...JO wU 03: "")if) :;: >- 0"1- OO::z ...JW:::J :::J<.:)O <>:<l:Uco a...2::.::::0 <J:...J"- ;;..::L,i'l!:? CDI- ~ U"- ~~!zw <J:O':!:!I-- o::o::--'<l: O(LUO e B12 - Silt Fence Diagram . . . lLJ o ::l <{\J) 0lLJ iJ<: ~~ lLJ o ~ o lLJ o ::l <{ o o \J) ~liZ ~~ ZlLJ -Z ~:::J . iJ<: o :c -U \J)z liZ<{ ::liJ<:0 =,Oz <{lLi= lLlLJU lLJZlLJ UOO ~tDiJ<: lLOIL ~~~ \J)\J)lLJ lL<{U O:5:~z iJ<:l'-lL- <i:lf)f:::J~ ibciiRcO iJ<:ZZ:C iJ<:lLJlLJU O\J):C~ lL::l:5:U o lLJ I- U lLJ iJ<: is \J) <{ 52 . ;zltj \J)lLJ iJ<:~ 00 :cZ UlLJ Z>- <{cO Lijl o Z <{ liZ~ <{iJ<: lLJlLJ 0> <{lLJ ZZ ~~:i O<{O zliZ~ lLJUO :r:<{lLJ :5: ~ >-:tiJ<: -'-I- ZDZ OlLJlLJ lLJlLJU UUZ Z~O lLJ U lLl-lL f:::J00 _z \J)\J)~ lLJlLJlLJ \J)0iJ<: ::lD<{ iJ<: U U lLJ Q2 IL lLJ Q2 9 lLJ cO cO Z <{ <{ \J) C3 lL lL -' Z lLJ lLJ -' lLJ iJ<: U iL lLJ I- ~ Z .~ :r: If) lLJ I- D 3: 0 lL >- Z IL f:::J cO uO W iR ~ D Q2~ > lLJ cO\J)1L ~ I- <{OO U I- lLJ lLl-l- <:;:> iJ<: lLJD~ Z iD is UlLJO 0 z-,iJ<: If) ~;ilL cr: <{ lLJ f:::JtDliZ I.&... -' cO iR~:5: <{ Q2 <{ > ,,0-,1=: ,,0-,2 C\I ~ CO wZ uO Zl- w<( LL-.J -.J 1-<( -.JI- -Cf) (/)Z <l: Z ....J C::: 0 W C::: > <l: 6::U I- :r: w I- ....J C::: o 0 uZ <l: CL >- :r: ~ I- ::) C::: 0 ~U ~ ....J o CL 1'0 :r: u <l: w a: 3: w > w o (f) e/) :E <( a:: '" <( is z o f= u ::0 a:: f- e/) Z o ;:! z '" Vi w o o <! U ...... e/) w a:: ::0 '" LL N to W ...J <( U en o l- I- o Z ...... to I U <( w Ct:: f- w -' o u <( a... I f- a:: o :3 UJ U Ct:: Z o U :;:: UJ '" -' o a... ...... a... '" Z w -' -,0 wU 0:;:: :;:JUJ o >- otiiz -,W::o ::0<.90 <(<!UCO (L~:J~ ;;..:2:~~ CCf- ~ U ..- ~!0!5~w <!O!:!:!I- Ct::Ct::--'<! Oa...UO . B13 - Sandbag Diversion Diagram . . . . W3 UlI..i.J ~- W> ~:z: :z: 0 <(I- cru I-- I..i.J (j) z o enz 0::::0 w- >~ -<( 0-1 -1 <.9<( <(~ co en Oz z- <( Cf) ~ t \,r, ~ .., f.:\ ~1. t/ ~ I1J QJ t- <( ~ t- o ): E ro OJ L -- U') ClJ c o -+- tI) "- elL.. rtJ OJ ..c ._ "'CL. f:=L. rtJ to U) cO aJ___ tI) OJ rtJ> co OJ -.J - rtJ)l: E 0 t..._ Ou.... z: CV) ~ CO <( z ::::i a: a UJa: > <( o::U I ",,1-1- ,., UJ a: I -l a u8z <( <( - UJo....>- 0::: l- I Z I- ::J a: a au Z "" z w -1 -,0 wU os: ,(/) :;: >- o .. t- oCYz -,l1J=> ~~8<X) a...~:5~ .. L d:~ i;:; f- .. ~ z ~ f- .. s:,it~ ~~::ig OCLU . APPENDIX C - ASSESSMENT DATA CI- Cross-sections C2 - National Wetlands Inventory Map C3 - Stream Survey Data Sheets C4 - Qualitative Riparian Vegetation Assessment C5 - BEBI Forms C6 - Bank Pin Table . C7 - Crest Gauge and Rainfall Table C8 - Woody Debris Inventory C9 - Slide Show of Reach 3 and Conceptual Design Photos CIO - Macroinvertebrate Baseline Survey CII- Shear Stress Calculations Cl2 - VWIN Data Cl3 - NRCS Cultural Resources Evaluation Cl4 - Threatened, Endangered, and Candidate Species List Cl5 - Channel Material Analysis Cl6 - Agronomic Soil Sample Results . Cl7 - Level III: Assessment of Stream Condition . Cl- Cross-sections . . ... C"l < ... '" :J V! o z ::> o '" Cl o ll! o 2s '" Q.~:: ;1 ,I :1 ~ I : I ""'.. : I : I : I : I : I : I : I : I ~ I +' ..c {J'I 0::: '- <1> > 0::: .... ... i3 \j 8 J: I , Cl g -' -' < .... V! ~ +' '+- <1> -l '- <1> > 0::: ...,g =it: c o .ig +' U <1> f/) I f/) f/) o '- U w:~ ....~~ ...,,,.~8 j'''''' "jt . \ I I I \ I \ ...,l. I ~ / ".."..j../""",,~.g ./ --! ~ ... '" iil (199.:1) 19A1ll 09S llAOqlf UO!lOAllI3 +' '+- <1> -l '- <1> > 0::: ..c {J'I 0::: '- <1> > 0::: l:j < ... '" ::> V! o z a '" Cl Cl z 1= V! x o .... lXI , ./ .f :1 :1 :1 "1 ., lXI ."..":10 ;- '0 ";N c o o z ..i~ ~ Cl Cl Z i= V! x ... o 10 lXI "".'0 o <t lXI ,,~g +' U <1> f/) I f/) f/) o '- U <1> {J'I -0 '- m Q) 0. o ..c U o III lXI '0 ..............~ <0 '0 .........w,<t o 10 lXI o"'ip III <t lXI lXI "j~ c o {J'I '- o ~ (lll9.:1) IllAlll OllS llAOqlf UO!IOAllI3 . +' ..c {J'I 0::: ::::::::!~~. ::::::r I , , I , I . , ; , .....1... I . \ i \ ' , : , : ... . \0 ......"".........":00 ) =1 :, :1 ; i I I '0 ....."...~ ..............; c.o t' ,: ,; ,. I , I , .. . .. ". . ~ ,= H ,; " to "II:: ... u < ... '" ::> V! o z ::> o '" Cl Cl z 1= V! x ... ..........,..,~~ '- <1> > 0::: +' ..c {J'I 0::: iT..,,"'....,.:::::::::::::;.~~ :1 . " ~ : :1 '~ ; \ . \ ....) ""j 1 . \ : I , J : I ,....., . , , I I , ", , ....' ...........\.1 \. , ;\ .\ ; I , \ : \ , \ : I .",..........i....... . I I I I I I '0 "..:~ '- <1> > 0::: :- ..............I~ '0 .............., <t .... ... i3 w C> U-I '0 ..:N c ,Q +' u <1> f/) I f/) f/) o '- U I ....."...;\jg I I I I I I J "w;rjg :/ :1 ~I ..........~ ! :0 ,~ , , \ , I ..I :&1 \ . \ : I :/:g j w C"l ~ ::> V! o z a l'5 w w U ~ < ... ... '" '" :J iil V! o 0 z z a a '" '" Cl C> Cl 0 Z w J= ~ ,-- ~ 2s: . w~"'R"!". . I : : I : : I . I ~ I : : I ........ I , I I I I I I I o ... V! o Q. o '" <1. .. .j~ .:~ ..............1~ +' '+- <1> -l o N '- <1> > 0::: o 0 III <t lXI lXI '''''2P ..., CJO +' '+- <1> -l (Illll.:l) IllA9l OllS 9AOQlf uO!l OAlll3 '- <1> > 0::: 0."00 III <t lXI CJO o 10 lXI (19ll.:l) IllAlll OllS llAOQIf UO!lOAllI3 +' ..c {J'I 0::: <t \:'''';0> I: I: I: ,. ,. ...1..;. I. I: 1= I: I: ,: ,: " I: . ....1 i , :\ :\ . \ ..c {J'I 0::: '- <1> > 0::: '0 ..........!lXI '" Ii '- <1> > 0::: !".....!..,. '0 ..............~~ o '.. .... ... :l o ... C> ..J -' ~ V! t__J.-f- ~ o J: I , C> o -' : 0 .;............N \ !\\ ~.,. . .,: ... ... .1~ I i : I ~ : , I : ....~.... .~~ I I I I , I \j :J ~ .... V! w '" U Cl z 1= V! x w '''''! ~~ 01= <1.< 0C"l "'0 <1.-, N "II: C o .... u <l> (J) I l/l (J) o .... u ,...,..!.. , , , w U < ... '" iil w U < ... '" :J V! o z is l'5 .....'0 .", w C"l < ... '" iil , I ~...J o z a '" Cl Cl z 1= V! x w L-~; <1> : -l I I I o w V! o ~ '" <1. ~~ o z 5 '" Cl o , ll! ./u:g ~ 2; :: ... '" : I ~ Q. . I V! I o I Z ' :J I o I ~ "I' t> , c> I Z I 1= I V! , X I ~ I ) , , I ., lll8"uoo III III <t CJO lXI lXI ...........!~ ........'1~ '- <1> '" > 18 0::: o '" CD ........../:::,0 .. CD o '" CD (lllll.:l) IllAlll 09S llAOQIf UO!10A913 ........!~ ...... '+- (l) -l '- <1> > 0::: (199.:1) IllAlll ollS llAOQIf UO!l OA913 . '0 ''''''il.O If) "II:: ,0 .......~~ c o +' U <1> f/) I f/) f/) o '- U '0 <t o N '0 '!O V "II:: c o .i~ +' U <1> f/) I f/) f/) o '- U ..c {J'I 0::: \ \ I I 1 I I I u.t , I , , I o ..uu.........lXI '- <1> > 0::: .0 ............u'lO w U < ... '" :J V! o z a l:j l'5 < "- '" iil Cl z 1= V! x ~ ~ IU;: ~ ~/I ll! . I . o , ~ ..l"..,..,,; g: I I I , 1 I I I I I ...~ ,,~~ , I I I , I ) ." ......~g uj~ +' "- <1> -l I I I , I ,...1. o III CJO o,uu')p <t ..., lXI CJO '- <1> > 0::: (lll9.:1) 19A1ll OllS 9Aoqlf UO!10All13 <D "II:: c o +' U <1> f/) I f/) f/) o '- U u.j~ f- UJ UJ I (j) . ~ () en z o I- U W (f) I (/) en o 0::: U I- Z W z '" 0 <l<tu O-~~~ :>-:L:~~ WI- ~ u .. a) ~~~w <to~...- 0:::0:::.....J<t oo-uo <l Z :::; '" 0 w'" > <C C2u t0tu~ J:-'o ~8z w <l . a:::(L~ J: z I- ::> '" 0 ~u '" ..J o "- ~ E~ w ~ ~- "'''' wme ~~a ~:~ ,.g~QJ lij U ~ .< ~.~ g~~ iilmO t;;e;;g t.:.:r>!iU -~~~ 3~~ o on W ..J ;]a Vl > "- <l '" I U >- lD z " ;:: "- it' u Vl W o W I- <l o ,; W '" co o o N >- '" <t ::;) Z <l -, ~ o w o '" o u w '" W D! W :;: en z o i= <l > w -' w z o i= u w en , lI) lI) o '" u c> z i= V! ;;: W W I- o Z . C2 - National Wetlands Inventory Map . . . ~ 0 .... c cu > c - fn 'C C C'O - .... cu ~ - C'O . C 0 .... C'O Z cu CJ .- ~ cu UJ ~ .- - "C - ~ cd .s::: fn .- LL . UJ . ~ . 35-13-40 N ~ o C'"l d, N <Xl ~ o 6 N <Xl 'tl r::: CIl c Cl .. CIl ~ ..J _I " 3 I o :c o on " ." ~ G) ~ ~ ~ a: '0 ~ 0 ,-~ ~ ~ 101 '\ >. '" "tI ~ >. ~~~1 ':_.cC) ~ 5 ~ ~ o:5;)::J ." C <II .!! c: CJ ~ g,~-g~~ ~~~i2 !l. c ;;:;;: .., "C ~gc~ ~ ; '~';~;'C ~ ~~~E5s .~ :>;;~'tQ. < ~~~*~ 12J~ or:: 'i: ~ ~ ~ C 1... ~~~~-;~~i;; .3 ~ ~~ ~~~o~ j 35-13-20 N ,.~ ~t;. ,Il~' 0'" ;;;~) . ,i' ./ ~ ~ N )( " ." .5 ." .. ::I a) o~ <II <II <Il ~ E ~ 0: t.l ::l . '\\\ oor nI!lLHHIl] 35-13-0 N 35-12-40 N ., 0., " /<" S' r. '...J.-jly~... , .'i,v,'. r' -\~. "~ , ~ 6~ c.. /"- b <<.N/ ~ o C'"l 6 N <Xl .r: :r:~ ,Cll (~'ir. cf"i o..~/ ..J,.,.v , 0~~v r a a \.l.l -'I *- \.l.l -z. \:.1 .;wi \:l " t C \-\i'rf,L l:\OP,~i', I . ~ 9 N <Xl N OV-&~-S& '..'--'- "--.~-_-..../.-" .......\ MOU} T,"I\'! D\UHl:l. / / I N O(:-&~'S& , .,/ ....m ..-----. ,. ~~-- ."~ . ---y' I , n::I ,~) ~..:: ..i.:..~ ,t~.', 0' . L..E_ n::I2./!l, , '\"0'- ...., C . C1J. J:....J. ..... ,~ ....1':".; ',' U1 ~ C6 '.:) 'j) I , i ''-0 / rt.'" S\\-,,"~ ' ,,,.0 . ~\~f\".. / \) ..... ..- ... , ..: \~ \ . '<:'v'/ /t./ . .~.. / (}:'/ Cj / / / ./ \~I N 0-& ~-S& N ov-(:~-S& .. ;; o ." C ~ <i 3: Ii 'ji .!3 ~~Cji o .~ 0 u ZQZVol III ~ ~ ro E g ~ .1: .;! ~ ...... 0 aJ ~ e <II 0 E E ~.!l!:;<<C v~ 'E 41 ~ ~ ~ 5 ! g 15 z t.l <Il <Il Z DODD 35-12-20 N .-,..",,/",/.... ~ ).. ,,1:'.,_ ..... .... ~ (J c. () i; j' !:. w. u; ,~ (I) ':) u; '" ;(, z 5 oJ 0"-:::' 09. c:v "0~. . ''0 '0'1 /' / / /' / .' ,. .' V I \ f. N O(:,(:~,S& /' ~ / /,;1 In en l"l. ... ':! Gi ia u VJ .$ s: ~ o C'"l d, N <Xl M N Q .... o N C/O Z N Il) N .... o Il) M i.: Q) ~ Q) (,) c.. III :E en ::> z o U I ~ Z " ~ 'iij "'. a. .!Q, -g ~ :.s o Q) ui Q) ~ Q; ui ..~ al<l) 0'" ~c ::I", 0:::: enal .. :: ~=:::: -0. 0_ z1: :s: o 6 ~ N <Xl ~ o C'"l 6 N <Xl (; (ij - mC c~ al~ Q)::J ~O o ' _al .~~ "C::I CO ro ~ . ~~Q go!;t .- CC) ~~5 EE<l: ~z mOc:: E roo ~EU. E 0.0 c..W "'E<Il g~~ ~-ro '560 o.~f- "5<O~ o~o g g-z ~m~ -g;~ ro~~ Q;c~~ -J: 8,~ I- ~.. . alClal ~ >-~ .;g~ o.al" E ~.~ ~~~ f-~o ~ 9 N co . C3 - Stream Survey Data Sheets . . ALTAMONT ENVIRONMENTAL, INC. IENGINEERING & HYDROGEOLOGyl e 50 COLLEGE STREET, ASHEVILLE, NC 28801 TEL. 828.281.3350 FAc.828.281.3351 www.altamontenvironmental.com STREAM SURVEY DATA SHEET 1 Site Morgan Chapel Brid~e Cross Section, North Pacolet River, Reach 3 Survey Crew A. Saylor, J. Lenk, P. Dow Date 3/3/2008 Riffle Cross-Section: Morgan Chapel Bridge Area at Bankfull, Abkf (ft2) 242.05 Width at Bankfull, Wbkf (ft) 48.57 Width Flood Prone Area, Wfpa (ft) 66.33 Maximum Depth Bankfull, Dmax (ft) 6.67 Max Depth Top Low Bank, DroB (ft) 13.82 Mean Depth at Bankfull, Dbkf = Abkf I Wbkf (ft) Entrenchment Ratio, ER = Wfpa I Wbkf (ft/ft) Width to Depth Ratio, WID = W bkf I Dbkf (ft/ft) Bank Height Ratio, BHR = DroB I Dmax (ft/ft) 4.98 1.37 9.75 2.07 Max Depth Ratio = Dmax I Dbkf (ft/ft) 1.34 Longitudinal Profile (minimum of 20 X bankfull width): Length of Channel Thalweg, Ltw (ft) 10.116.13 Length of Valley, Lvalley (ft) 7.741.49 alevation Change (head fIrst riffle to head last riffle), .1.ELEV (ft) Slope of Channel, Save = .1.ELEV / Ltw (ft/ft) Sinuosity, K = L!\v I Lvalley (ft/ft) 848.47-831.61 = 16.86 0.0016 1.31 Pool Cross-Section: Cross Section 1 Pool Area at Bankfull, Apool (ft2) Pool Width at Bankfull, Wpool (ft) Pool Max Depth Bankfull, Dpool (ft) 386.27 72.48 8.53 Pool Area Ratio = Apool I Abkf (ft2 I ft2) Pool Width Ratio = Wpool I Wbkf(ft/ft) Pool Max Depth Ratio = Dpoo1 I Dbkf (ft/ft) 1.60 1.49 1.71 Pattern Survey (minimum of2 wavelengths, list ranges of measurements): Meander Wavelength, Lm (ft) 224.80 - 376.21 Meander Wavelength Ratio = Lm I Wbkf(ft/ft) 4.63 -7.75 Meander Belt Width, Wblt (ft) 45.34 - 69.37 Meander Width Ratio = Wblt I Wbkf (ft/ft) 0.93 - 1.43 Radius of Curvature, Rc (ft) 178.67 -456.19 Radius of Curvature Ratio = Rc I Wbkf(ft/ft) 3.68 - 9.39 Pebble Count Results (reachwide): Median Particle Size, d50 (nun) 9 (Riffle Sample I from S&ME Sieve Analysis 1/24/2008) Rosgen Stream Classification: G4c .ata Sheet Source: orth Carolina Stream Restoration Institute and North Carolina Sea Grant, Stream Restoration: A Natural Channel Design Handbook P:\Polk SWCD NRCS\North Pacolet Reach 3\300 Technical\3lO Data CoIIection\315 Assessment Data Sheets\Stream Survey Data Sheet l.docx Page 1 of 1 ALTAMONT ENVIRONMENTAL, INC. ENGINEERING & HYDROGEOLOGyl . 50 COLLEGE STREET, ASHEVILLE, NC 28801 TEL. 828.281.3350 FAC.828.281.3351 www.altamontenvironmental.com STREAM SURVEY DATA SHEET 2 Site Cross Section 2, North Pacolet River, Reach 3 Date 3/3/2008 Survey Crew A. Saylor, J. Lenk, P. Dow Riffle Cross-Section: Cross Section 2 Area at Bankfull, Abkf (ft2) 362.20 Width at Bankfull, Wbkf (ft) 66.03 Width Flood Prone Area, Wfpa (ft) >166 Maximum Depth Bankfull, Dmax (ft) 6.29 Mean Depth at Bankfull, Dbkf = Abkf I W bkf (ft) Entrenchment Ratio, ER = W fpa I W bkf (ft/ft) Width to Depth Ratio, WID = Wbkf I Dbkf (ft/ft) Bank Height Ratio, BHR = DTOB I Dmax (ft/ft) 5.49 >2.51 12.03 1.57 Max Depth Top Low Bank, DIOB (ft) 9.90 Max Depth Ratio = Dmax I Dbkf (ft/ft) 11<: 1.1 J Longitudinal Profile (minimum of 20 X bankfull width): Length of Channel Thalweg, Ltw (ft) 10.116.13 Length of Valley, Lvalley (ft) 7,741.49 .levation Change (head fIrst riffle to head last riffle), LlELEV (ft) Slope of Channel, Save = LlELEV I Ltw (ft/ft) Sinuosity, K = Ltw I Lvalley (ft/ft) 848.47 - 831.61 = 16.86 0.0016 1.31 Pool Cross-Section: Cross Section 1 Pool Area at Bankfull, Apool (ft2) Pool Width at Bankfull, Wpoo1 (ft) Pool Max Depth Bankfull, Dpool (ft) 386.27 72.48 8.53 Pool Area Ratio = Apool I Abkf (ft2 I ft2) Pool Width Ratio = Wpoo1 I Wbkf (ft/ft) Pool Max Depth Ratio = Dpool I Dbkf (ft/ft) 1.07 1.10 1.55 Pattern Survey (minimum of 2 wavelengths, list ranges of measurements): Meander Wavelength, Lm (ft) 243.40 - 862.56 Meander Wavelength Ratio = Lm I Wbkf (ft/ft) 3.69 - 13.06 Meander Belt Width, Wblt (ft) 50.47 - 475.26 Meander Width Ratio = Wblt I Wbkf (ft/ft) 0.76 - 7.20 Radius of Curvature, R: (ft) 188.11 - 204.39 Radius of Curvature Ratio = R: I Wbkf (ft/ft) 2.85 - 3.10 Pebble Count Results (reachwide): Median Particle Size, d50 (mm) 7 (Riffle Sample 2 from S&ME Sieve Analysis 1/24/2008) Rosgen Stream Classification: C4 AData Sheet Source: ~orth Carolina Stream Restoration Institute and North Carolina Sea Grant, Stream Restoration: A Natural Channel Design Handbook P:\Polk SWCD NRCS\North Pacolet Reach 3\300 Technical\3 I 0 Data CoIIection\315 Assessment Data Sheets\Stream Survey Data Sheet 2.docx Page 1 of 1 ALTAMONT ENVIRONMENTAL, INC. IENGINEERING & HYDROGEOLOGyl . 50 COLLEGE STREET, ASHEVILLE, NC 28801 TEL. 828.281.3350 FAC.828.281.3351 www.altamontenvironmental.com STREAM SURVEY DATA SHEET 3 Site Cross Section 4, North Pacolet River, Reach 3 Survey Crew A. Saylor,], Lenk, P. Dow Date 3/3/2008 Riffle Cross-Section: Cross Section 4 Area at Bankfull, Abkf (ft2) 390.48 Width at Bankfull, Wbkf(ft) 86.71 Width Flood Prone Area, W fpa (ft) > 194 Maximum Depth Bankfull, Dmax (ft) 6.01 Max Depth Top Low Bank, DraB (ft) 6.95 Mean Depth at Bankfull, Dbkf= Abkf/ Wbkf(ft) Entrenchment Ratio, ER = W fpa / Wbkf (ft/ft) Width to Depth Ratio, WID = Wbkf/ Dbkf(ft/ft) Bank Height Ratio, BHR = DroB / Dmax (ft/ft) 4.50 >2.24 19.27 1.16 Max Depth Ratio = Dmax / Dbkf (fJft) 1.34 Longitudinal Profile (minimum of 20 X bankfull width): Length of Channel Thalweg, Ltw (ft) 10.116.13 Length of Valley, Lvalley (ft) 7,741.49 .Ievation Change (head fIrst riffle to head last riffle), ilELEV (ft) Slope of Channel, Save = ilELEV / Ltw (ft/ft) Sinuosity, K = Ltw / Lvalley (ft/ft) 848.47 - 831.61 = 16.86 0.0016 1.31 Pool Cross-Section: Cross Section 3 Pool Area at Bankfull, Apool (ft2) Pool Width at Bankfull, Wpoo! (ft) Pool Max Depth Bankfull, Dpool (ft) 416.31 79.07 9.05 Pool Area Ratio = Apoo! / Abkf (ft2 / ft2) Pool Width Ratio = Wpool / Wbkf(ft/ft) Pool Max Depth Ratio = Dpool / Dbkf (ft/ft) 1.07 0.91 2.01 Pattern Survey (minimum of2 wavelengths, list ranges of measurements): Meander Wavelength, Lm (ft) 292.39 - 504.77 Meander Wavelength Ratio = Lm / Wbkf (ft/ft) 3.37 - 5.82 Meander Belt Width, Wblt (ft) 362.58 - 77.98 Meander Width Ratio = Wblt / Wbkf (ft/ft) 0.90 - 4.18 Radius of Curvature, Rc (ft) 131.37 -460.95 Radius of Curvature Ratio = Rc / Wbkf(ft/ft) 1.52 - 5.32 Pebble Count Results (reachwide): Median Particle Size, d50 (mm) 3.5 (Riffle Sample 4 from S&ME Sieve Analysis 1/24/2008) Rosgen Stream Classification: C4 .ata Sheet Source: orth Carolina Stream Restoration Institute and North Carolina Sea Grant, Stream Restoration: A Natural Channel Design Handbook P:\Polk SWCD NRCS\North Pacolet Reach 3\300 Technical\310 Data Collection\315 Assessment Data Sheets\Stream Survey Data Sheet 3.docx Page I of 1 ALTAMONT ENVIRONMENTAL, INC. IENGINEERING & HYDROGEOLOGyl . 50 COLLEGE S1REET, ASHEVILLE, NC 28801 TEL. 828.281.3350 FAC.828.281.3351 www.altamontenvironmentaLcom STREAM SURVEY DATA SHEET 4 Site Cross Section 5, North Pacolet River, Reach 3 Survey Crew A. Saylor, ], Lenk, P. Dow Date 3/3/2008 Riffle Cross-Section: Cross Section 5 Area at Bankfull, Abkf (ft2) 297.84 Width at Bankfull, Wbkf (ft) 67.95 Width Flood Prone Area, Wfpa (ft) 122.28 Maximum Depth Bankfull, Dmax (ft) 7.08 Max Depth Top Low Bank, DTOB (ft) 13.62 Mean Depth at Bankfull, Dbkf = Abkf / Wbhf (ft) Entrenchment Ratio, ER = Wfpa I Wbkf (ft/ft) Width to Depth Ratio, WID = Wbkfl Dbkf (ft/ft) Bank Height Ratio, BHR = DTOB I Dmax (ft/ft) 4.38 1.80 15.51 1.92 Max Depth Ratio = Dmax I Dbkf (ft/ft) 1.62 Longitudinal Profile (minimum of 20 X bankfull width): Length of Channel Thalweg, 4w (ft) 10.1 16.13 Length of Valley, Lvalley (ft) 7,741.49 .levation Change (head fIrst riffle to head last riffle), llELEV (ft) Slope of Channel, Save = llELEV I Lrw (ft/ft) Sinuosity, K = Lrw I LvaBey (ft/ft) 848.47 - 831.61 = 16.86 0.0016 1.31 Pool Cross-Section: Cross Section 3 Pool Area at Bankfull, Apool (ft2) Pool Width at Bankfull, Wpool (ft) Pool Max Depth Bankfull, Dpool (ft) 416.31 79.07 9.05 Pool Area Ratio = Apool I Abkf (ft2 I ft2) Pool Width Ratio = Wpool I Wbkf(ft/ft) Pool Max Depth Ratio = Dpool I Dbkf (ft/ft) 1.40 1.16 2.07 Pattern Survey (minimum of2 wavelengths, list ranges of measurements): Meander Wavelength, Lm (ft) Meander Belt Width, Wblt (ft) Radius of Curvature, R: (ft) 741.92 -1,104.32 206.60 - 262.76 121.66 -131.07 Meander Wavelength Ratio = Lm I Wbkf (ft/ft) 10.92 - 16.25 Meander Width Ratio = Wblt I Wbkf(ft/ft) 3.04 - 3.87 Radius of Curvature Ratio = R: I Wbkf (ft/ft) 1.79 - 1.93 Pebble Count Results (reachwide): Median Particle Size, d50 (mm) 0.85 (Downstream Riffle Sample from S&ME Sieve Analvsis 1/24/2008) Rosgen Stream Classification: B5c _ata Sheet Source: orth Carolina Stream Restoration Institute and North Carolina Sea Grant, Stream Restoration: A Natural Channel Design Handbook P:\Polk SWCD NRCS\North Pacolet Reach 3\300 Technical\31 0 Data Collection\315 Assessment Data Sheets\Stream Survey Data Sheet 4.docx Page 1 of 1 ALTAMONT ENVIRONMENTAL, INC. IENGINEERING & HVDROGEOl.OGvl . 50 COLLEGE STREET, ASHEVILLE, NC 28801 TEL. 828.281.3350 FAC.828.281.3351 www.altamontenvironmental.com STREAM SURVEY DATA SHEET 5 Site Cross Section 6, North Pacolet River, Reach 3 Survey Crew A. Saylor, J. Lenk, P. Dow Date 3/3/2008 Riffle Cross-Section: Cross Section 6 Area at Bankfull, Abkf (ft2) 339.70 Width at Bankfull, Wbkf (ft) 58.48 Width Flood Prone Area, Wfpa (ft) > 128.60 Maximum Depth Bankfull, Dmax (ft) 7.15 Max Depth Top Low Bank, DTOB (ft) 13.69 Mean Depth at Bankfull, Dbkf= Abkf/ Wbkf(ft) Entrenchment Ratio, ER = W fpa / W bkf (ft/ft) Width to Depth Ratio, W /D = W bkf / Dbkf (ft/ft) Bank Height Ratio, BHR = DTOB / Dmax (ft/ft) Max Depth Ratio = Dmax / Dbkf (ft/ft) 5.81 >2.20 10.07 1.91 1.23 Longitudinal Profile (minimum of 20 X bankfull width): Length of Channel Thalweg, Ltw (ft) 10.116.13 Length of Valley, Lvalley (ft) 7,741.49 .1evation Change (head fIrst riffle to head last riffle), LiELEV (ft) Slope of Channel, Save = LiELEV / Ltw (ft/ft) Sinuosity, K = Ltw / Lvalley (ft/ft) 848.47-831.61 = 16.86 0.0016 1.31 Pool Cross-Section: Cross Section 3 Pool Area at Bankfull, Apoo1 (ft2) Pool Width at Bankfull, Wpoo1 (ft) 7 Pool Max Depth Bankfull, Dpool (ft) 416.31 9.07 9.05 Pool Area Ratio = Apoo1 / Abkf (ft2 / ft2) Pool Width Ratio = Wpool / Wbkf (ft/ft) Pool Max Depth Ratio = Dpool / Dbkf (ft/ft) 1.23 1.35 1.56 Pattern Survey (minimum of2 wavelengths, list ranges of measurements): Meander Wavelength, Lm (ft) Meander Belt Width, Wblt (ft) Radius of Curvature, R: (ft) 547.90 - 590.30 118.35 - 127.53 134.78 - 253.53 Meander Wavelength Ratio = Lm / Wbkf (ft/ft) 9.37 - 10.09 Meander Width Ratio = Wblt / Wbkf (ft/ft) 2.18 - 2.02 Radius of Curvature Ratio = R: / Wbkf(ft/ft) 2.30 - 4.34 Pebble Count Results (reachwide): Median Particle Size, d50 (rom) 0.85 (Downstream Riffle Sample from S&ME Sieve Analysis 1/24/2008) Rosgen Stream Classification: C5 AData Sheet Source: ~orth Carolina Stream Restoration Institute and North Carolina Sea Grant, Stream Restoration: A Natural Channel Design Handbook P:\Polk SWCD NRCS\North Pacolet Reach 3\300 Technical\31 0 Data Collection\315 Assessment Data Sheets\Stream Survey Data Sheet 5.docx Page 1 of 1 . C4 - Qualitative Riparian Vegetation Assessment . . ALTAMONT ENVIRONMENTAL, INC. ENGINEERING & HYDROGEOLOGyl . 50 COLLEGE STREET, ASHEVILLE, NC 28801 TEL. 828.281.3350 FAC.828.281.3351 www.aItamontenvironmental.com QUALITATIVE RIPARIAN VEGETATION AsSESSMENT GUIDE PRELIMINARY ASSESSMENT Proiectname .v. ['({co!et Firer - Reach 3 Date () !/J5/J008 Proposed Proiect Length ,I){ lIIi. Survey Crew J Sled()/'. J Lmk Existing vegetation Dominant tree species S)'calJlure. Puplar. Black Wa!lllll, Black Locust. B!ack Char]', Rir('r fJirch. Red Oak Bluck Ouk. S\I'(/el,l;lllII, Sugurbcny, Shulllard Ouk. S'hag l3ark HickufV Size distribution of trees Sup!illg - NUcl dM (dialJleter (II hr(!ost hcigh/) ulld saplillg - 80fc!!!!0!!. Dominant shrub species .11II!!!'imll Hu! zr. [)()g1l'lIud ,J lIleriCUIl Reech Dominant herbaceous species Dog !luM!!!, DeeI' I(JJ1gllc, ./IIIlCIIS R()l7IrWiUI7I1S, ('Uf'1'!!\' (/1'11.1.1, IVild Gf'upe, Poiso/lliy, Trlllilllll, Glom Calle, .lad in !he Pu!pi! Successional stage, disturbances, or potential for natural change i\1a!ul'ejiJl'c,l!ed al'eas are ill successiollal sliIge: disturbed oi'rJas uN mU\I'ei/ and agricultu/'aljlefe/I'" potemialfi)r natl/l'lIl change could Oce'lIr in flli/III/'i!j(;/'ested (II'(MS i 11iUI'C dlst IIl'h(/l1ce is 11/ III illl 01 Patchiness 13ai'l/ halikI', agi'icullw'eflr.dd\', or lIIowedjl"ldl' (Ii'r/WI/,\'(.'III Visible stresses Balik (/f'()l/lill, I!wll'ing dose /0 hallks, agl'icIII/llre, lirestlick \I'i/MII the 50fi)()/ hilf!i'l' ;U!le . Bank Conditions Bare banks Pl'cseiil Presence and density oflarge trees 65% Angle and presence of undercuts 60c.! 000 (il'ilh ()Q heillg horl:oilla!) Material Silly, dayey maler/o! wi/hfine to medillm Sel/l(I.\' Invasive presence ?1'11'e/, Honey SlIckle, Mlllliflom Rose, Tree o!Hem'ell, Chillese Grass Patchiness Land use Wildlife impacts or protection Ril'er 0/1(/ riparian arcas prlwide wildllie corridors willi 110 pro/edion at presel1l Recreational Hot.I'r.! /ralls Official NO/ wesen/z)' Agricultural and grazing 111 some ureus (prcSen!lI'ill1in 50fool hutler) Mowing In some areas (;)resei1l lvithin 50f(;o/ hutel) Herbicides Yes ill some agricu!tural areas Other disturbances Utili/y easements . Soil (Soil iI1!(J/"I/w/ion gatheredji-om !he Uniled S/ales Depurtmenl ojAgriclIlture, Natural Resources Conservation Sel1'ice, Soil Sur1'e\' of Polk COlin/v. North Carolina) Composition (series ifknown) Chell'acla-BlIncombe (grovel' loam, sw1l6; /0 cI(~n!y loam, .floodplain sediments, and alluvium) Compactedness Uncompacled Fertility Fer/ile lvl1ere /opsoi!s exisl Organic material In Ihe A horizon Testing See at/ached soil report. Nole: Soi! sample composiledfi"om bank pin !ocations. P:\Polk SWCD NRCS\North Pacolet Reach 3\300 Technica1\310 Data Collection\315 Assessment Data Sheets\Riparian Vegetation Assessment.doc Page 1 of2 . . . Construction planning Potential for transplants } 'cs. portion as top laver Potential for tree fencing har lIIutcriut' lli/! he IIlOvcd i!l5,-tahle hJ-L'c/fi()n.\ '.Firh li/:ere trees greater than 2-1 inches in diullleter ut hreast exist Invasive species Action recommended Dominates site Looming problem Insignificant Sources surround site ~ '~ ~ -2 " .~ co ~. ~ " .~ "" .- -- -- " ::: :-- .( .~ ~ '"' ..:::. ~ '~) -. ~ ,~/. ~, :--- -. .....-.. "- R R R R R Y /V N J' Y Y V N y y N Y V N N y )" ) ) )' R ~ RellllJ1'e hy pll/ling lip h,t'ruots, elitllng IInd spn(l'lng ot' ctllling 1Ind paiming with appl"Ored herNcide. f ~ )'1'.1' iV ,\'/0 Data Sheet Source: North Carolina Stream Restoration Institute and North Carolina Sea Grant, Stream Restoration: A Natural Channel Design Handbook P:\Polk SWCD NRCS\North Pacolet Reach 3\300 Technical\31 0 Data Collection\315 Assessment Data Sheets\Riparian Vegetation Assessment.doc Page 2 of 2 . C5 - BEHI Forms . . ......l...........'..r...............,...._..,_ EN GIN E E R.fNG"6:HYORO G EO LOy')' , c., ". ~" C", L L '. N C :;> '" >) () >;:, f>. d,; ;)., ~ ,) j .~,. 'i;' 6.; 01 . Bank Erosion Hazard Index 1 Site Morgan Chapel Bridge River Right and Left Date 3/3/2008 Survey Crew A, Saylor, 1. Lenk, p, Dow . Bank Ht Root Root Density Bank Surface Total Category Ratio Depth Angle Protection (%) Index (ft/ft) Ratio (%) (degrees) (%) Value 1.0 - 1.1 100 - 80 100 - 80 0-20 1 00 - 90 Very Low Index 1 - 2 1 - 2 1 - 2 1 - 2 1 - 2 < 10 Value 1.1 - 1.2 80 - 55 80 - 55 20 - 60 90 - 50 Low Index 2-4 2-4 2-4 2-4 2-4 10 - 20 Moderate Value 1.2 - 1.5 55 - 30 55 - 30 60 - 80 50 - 30 Index 4-6 4-6 4-6 4-6 4-6 20 -30 High Value 1.5 - 2,0 30-15 30 - 15 80 - 90 30 - 15 Index 6-8 6-8 6-8 6-8 6-8 30 - 40 Very High Value 2,0 - 2,8 15 - 5 15 - 5 90 - 120 15 - 5 Index 8-9 8-9 8-9 8-9 8-9 40 - 45 Value > 2,8 <5 <5 > 120 <5 Extreme Index 10 10 10 10 10 >45 Field Measure Value 2.07 30 80 80 80 Index 8 6 2 6 3 25 Total Field Index 25 Numerical Adjustments 35 Bedrock: Boulders: Cobble: Gravel: Sand: Silt/Clay: Stratification: BEHI Very Low BElli Low Decrease by one category if gravel/sand less than 50% Adjust Index up 5 - 10 points depending on sand % Adjust Index up 10 points No Adjustment Adjust Index up 5 - 10 points depending on position of unstable layers in relation to bankfull stage Adjusted BEHI High Data Sheet Source: North Carolina Stream Restoration Institute and North Carolina Sea Grant, Stream Restoration A Natural Channel Design Handbook .. P:\Polk SWCD NRCS\North Pacolet Reach 3\300 Technical\31 0 Data Collection\315 Assessment Data Sheets\Bank Erosion Hazard Index 1 Page 1 of 1 .........,..........'..r.....'''........... ..._ EN G I NEERING_-a:_~yDR.OG'EOt.OGY . Bank Erosion Hazard Index 2 Site Cross Section 1 River Left Date 3/3/2008 Survey Crew A. Saylor,], Lenk, p, Dow . Bank Ht Root Root Bank Surface Total Category Ratio Depth Density Angle Protection Index (ft/ft) Ratio (%) (%) (degrees) (%) Value 1.0 - 1.1 100 - 80 100 - 80 0-20 100 - 90 Very Low Index I - 2 1-2 1 - 2 1 - 2 1-2 < 10 Value 1.1 - 1.2 80 - 55 80 - 55 20 - 60 90 - 50 Low Index 2-4 2-4 2-4 2-4 2-4 10 - 20 Moderate Value 1.2 - 1.5 55 - 30 55 - 30 60 - 80 50 - 30 Index 4-6 4-6 4-6 4-6 4-6 20 -30 High Value 1.5 - 2.0 30 - 15 30-15 80 - 90 30-15 Index 6-8 6-8 6-8 6-8 6-8 30 - 40 Very High Value 2,0 - 2.8 15 - 5 15 - 5 90 - 120 15 - 5 Index 8-9 8-9 8-9 8-9 8-9 40 - 45 Value > 2,8 <5 <5 > 120 <5 Extreme Index 10 10 10 10 >45 10 Field Measure Value 2.28 15 70 75 40 Index 8 8 3 5 5 29 Total Field Index 29 Numerical Adjustments 39 Bedrock: Boulders: Cobble: Gravel: Sand: Silt/Clay: Stratification: BEHl Very Low BEHl Low Decrease by one category if gravel/sand less than 50% Adjust Index up 5 - 10 points depending on sand % Adjust Index up 10 points No Adjustment Adjust Index up 5 - 10 points depending on position of unstable layers in relation to bankfull stage Adjusted BEHl High Data Sheet Source: North Carolina Stream Restoration Institute and North Carolina Sea Grant, Stream Restoration A Natural Channel Design Handbook . P:\Polk SWCD NRCS\North Pacolet Reach 3\300 Technical\31 0 Data Collection\315 Assessment Data Sheets\Bank Erosion Hazard Index 2 Page 1 of 1 ~...~....._.......r............,...........,... E..NG I NEE R I N G . a . H 'f 0 R 0 GEOL 0 G 'If . Bank Erosion Hazard Index 3 Site Cross Section 2 River Right Date 3/3/2008 Survey Crew A. Saylor, J, Lenk, p, Dow . Bank Ht Root Root Bank Surface Total Category Ratio Depth Density Angle Protection Index (ftIft) Ratio (%) (%) (degrees) (%) Value 1.0-1.1 100 - 80 100 - 80 0-20 100 - 90 Very Low Index 1 - 2 I - 2 1 - 2 1 - 2 1 - 2 < 10 Value 1.1 - 1.2 80 - 55 80 - 55 20 - 60 90 - 50 Low Index 2-4 2-4 2-4 2-4 2-4 10 - 20 Moderate Value 1.2 - 1.5 55 - 30 55 - 30 60 - 80 50 - 30 Index 4-6 4-6 4-6 4-6 4-6 20 -30 High Value 1.5 - 2,0 30 - 15 30-15 80 - 90 30 - 15 Index 6-8 6-8 6-8 6-8 6-8 30 - 40 Very High Value 2,0 - 2,8 15 - 5 15 - 5 90 - 120 15 - 5 Index 8-9 8-9 8-9 8-9 8-9 40 - 45 Value > 2,8 <5 <5 > 120 <5 Extreme Index 10 10 10 10 >45 10 Field Measure Value 1.57 10 75 90 85 Index 6 8.5 3 8 3 28.5 Total Field Index 28,5 Numerical Adjustments 38.5 Bedrock: Boulders: Cobble: Gravel: Sand: Silt/Clay: Stratification: BEHI Very Low BEHI Low Decrease by one category if gravel/sand less than 50% Adjust Index up 5 - 10 points depending on sand % Adjust Index up 10 points No Adjustment Adjust Index up 5 - 10 points depending on position of unstable layers in relation to bankfull stage Adjusted BEHI High Data Sheet Source: North Carolina Stream Restoration Institute and North Carolina Sea Grant, Stream Restoration A Natural Channel Design Handbook . P:\Polk SWCD NRCS\North Pacolet Reach 3\300 Technical\31 0 Data Collection\315 Assessment Data Sheets\Bank Erosion Hazard Index 3 Page 1 of 1 _.....,......._-.'..r....~'....~.._ ...._ EN GIN EE<RING&".H.'1 DA<OGEOLO G.Y ,-., ....,...,--_,;, ,. N,; &;, Ii. 2.1." :0 :;,,-:, >.., b:_ {;. 2 I.' - ~:, 5 ' . Bank Erosion Hazard Index 4 Site Cross Section 3 River Left Date 3/3/2008 Survey Crew A. Saylor,], Lenk, P. Dow . Bank Ht Root Root Bank Surface Total Category Ratio Depth Density Angle Protection Index (ft/ft) Ratio (%) (%) (degrees) (%) Value 1.0 - l.l 100 - 80 100 - 80 0-20 100 - 90 Very Low Index 1 - 2 1 - 2 1 - 2 1 - 2 1 - 2 < 10 Value 1.1 - 1.2 80 - 55 80 - 55 20 - 60 90 - 50 Low Index 2-4 2-4 2-4 2-4 2-4 10 - 20 Moderate Value 1.2 - 1.5 55 - 30 55 - 30 60 - 80 50 - 30 Index 4-6 4-6 4-6 4-6 4-6 20 -30 High Value 1.5 - 2,0 30 - 15 30 - 15 80 - 90 30 - 15 Index 6-8 6-8 6-8 6-8 6-8 30 - 40 Very High Value 2.0 - 2,8 15 - 5 15 - 5 90 - 120 15 - 5 Index 8-9 8-9 8-9 8-9 8-9 40 - 45 Extreme Value > 2.8 <5 <5 > 120 <5 Index 10 10 10 10 10 >45 Field Measure Value 1.08 20 75 90 60 Index 2 7 3 8 3.5 23.5 Total Field Index 23.5 Numerical Adjustments 33,5 Bedrock: Boulders: Cobble: Gravel: Sand: Silt/Clay: Stratification: BEHI Very Low BEHI Low Decrease by one category if gravel/sand less than 50% Adjust Index up 5 - 10 points depending on sand % Adjust Index up 10 points No Adjustment Adjust Index up 5 - 10 points depending on position of unstable layers in relation to bankfull stage Adjusted BEHI High Data Sheet Source: North Carolina Stream Restoration Institute and North Carolina Sea Grant, Stream Restoration A Natural Channel Design Handbook . P:\Polk SWCD NRCS\North Pacolet Reach 3\300 Technical\31 0 Data Collection\315 Assessment Data Sheets\Bank Erosion Hazard Index 4 Page 1 of 1 1It....1II._,........_;a.....r......"......~lI.......'1I.~ E. NGINE E RING,,, HYOROGEOLOiG~.l',',. ,. ,. ,- <; T R" " 10. ~",- v; ,. L f.. II C ;; B e (; t (,;, "'.; ~, J '! ':"1 ,,,,' fj~ Ii.,' "', J 3 "j' . Bank Erosion Hazard Index 5 Site Cross Section 4 River Left Date 3/3/2008 Survey Crew A. Saylor, J, Lenk, P. Dow . Bank Ht Root Root Bank Surface Total Category Ratio Depth Density Angle Protection Index (ft/ft) Ratio (%) (%) (degrees) (%) Value 1.0-1.1 100 - 80 100 - 80 0-20 100 - 90 Very Low Index 1 - 2 1-2 1 - 2 1 - 2 1-2 < 10 Value 1.1 - 1.2 80 - 55 80 - 55 20 - 60 90 - 50 Low Index 2-4 2-4 2-4 2-4 2-4 10 - 20 Value 1.2 - 1.5 55 - 30 55 - 30 60 - 80 50 - 30 Moderate Index 4-6 4-6 4-6 4-6 4-6 20 -30 High Value 1.5 - 2,0 30-15 30 - 15 80 - 90 30-15 Index 6-8 6-8 6-8 6-8 6-8 30 - 40 Very High Value 2,0 - 2,8 15 - 5 15 - 5 90 - 120 15 - 5 Index 8-9 8-9 8-9 8-9 8-9 40 - 45 Value > 2.8 <5 <5 > 120 <5 Extreme Index 10 10 10 10 10 > 45 Field Measure Value 1.16 90 85 25 90 Index 3 1.5 1.5 2 2 10 Total Field Index 10 Numerical Adjustments 20 Bedrock: Boulders: Cobble: Gravel: Sand: Silt/Clay: Stratification: BEHI Very Low BEHI Low Decrease by one category if gravel/sand less than 50% Adjust Index up 5 - 10 points depending on sand % Adjust Index up 10 points No Adjustment Adjust Index up 5 - 10 points depending on position of unstable layers in relation to bankfull stage Adjusted BEHI Low Data Sheet Source: North Carolina Stream Restoration Institute and North Carolina Sea Grant, Stream Restoration A Natural Channel Design Handbook . P:\Polk SWCD NRCS\North Pacolet Reach 3\300 Technical\31 0 Data Collection\315 Assessment Data Sheets\Bank Erosion Hazard Index 5 Page I of 1 .....,.,......_;a.'...r.......'............ .,_ EN GINEER J N G>6HYOA:~ Q:GE'OL'Q:.G'Y A ~"r y ,i . t.. N C ~"., '! ' 'H '"!';;' . Bank Erosion Hazard Index 6 Site Cross Section 5 River Left Date 3/3/2008 Survey Crew A. Saylor, J, Lenk, P. Dow . Bank Ht Root Root Bank Surface Total Category Ratio Depth Density Angle Protection Index (ft/ft) Ratio (%) (%) (degrees) (%) Very Low Value 1.0-1.1 100 - 80 100 - 80 0-20 100 - 90 Index 1 - 2 1 - 2 1 - 2 1-2 1 - 2 < 10 Value 1.1 - 1.2 80 - 55 80 - 55 20 - 60 90 - 50 Low Index 2-4 2-4 2-4 2-4 2-4 10 - 20 Moderate Value 1.2 - 1.5 55 - 30 55 - 30 60 - 80 50 - 30 Index 4-6 4-6 4-6 4-6 4-6 20 -30 High Value 1.5 - 2.0 30 - 15 30 - 15 80 - 90 30-15 Index 6-8 6-8 6-8 6-8 6-8 30 - 40 Very High Value 2,0 - 2.8 15 - 5 15 - 5 90 - 120 15 - 5 Index 8-9 8-9 8-9 8-9 8-9 40 - 45 Value > 2.8 <5 <5 > 120 <5 Extreme Index 10 10 10 10 10 > 45 Field Measure Value 1.92 10 60 90 75 Index 8 8.5 4 8 3 31.5 Total Field Index 31.5 Numerical Adjustments 41.5 Bedrock: Boulders: Cobble: Gravel: Sand: Silt/Clay: Stratification: BEHI Very Low BEHI Low Decrease by one category if gravel/sand less than 50% Adjust Index up 5 - 10 points depending on sand % Adjust Index up 10 points No Adjustment Adjust Index up 5 - 10 points depending on position of unstable layers in relation to bankfull stage Adjusted BEHI Very High Data Sheet Source: North Carolina Stream Restoration Institute and North Carolina Sea Grant, Stream Restoration A Natural Channel Design Handbook . P:\Polk SWCD NRCS\North Pacolet Reach 3\300 Technical\31 0 Data Collection\315 Assessment Data Sheets\Bank Erosion Hazard Index 6 Page 1 of 1 _,..._,....,._:a......r.....".....~_._ ....._ E. N G t' NEE AfN G</8r<;.K,.y:<D<RO G:'f;Q:L;OGY A ~" ".., L L", r1 c; 213 e c ' fL "'." (j; oJ 3tJJ . .~c [,;, ~..' l" 3 1 ~ ' . Bank Erosion Hazard Index 7 Site Cross Section 6 River Left Date 3/3/2008 Survey Crew A. Saylor,], Lenk, p, Dow . Bank Ht Root Root Bank Surface Total Category Ratio Depth Density Angle Protection Index (ft/ft) Ratio (%) (%) (degrees) (%) Value 1.0-1.1 100 - 80 100 - 80 0-20 1 00 - 90 Very Low Index 1 - 2 1 - 2 1 - 2 1 - 2 1 - 2 < 10 Value 1.1 - 1.2 80 - 55 80 - 55 20 - 60 90 - 50 Low Index 2-4 2-4 2-4 2-4 2-4 10 - 20 Moderate Value 1.2 - 1.5 55 - 30 55 - 30 60 - 80 50 - 30 Index 4-6 4-6 4-6 4-6 4-6 20 -30 High Value 1.5 - 2,0 30-15 30 - 15 80 - 90 30 - 15 Index 6-8 6-8 6-8 6-8 6-8 30 - 40 Very High Value 2,0 - 2,8 15 - 5 15 - 5 90 - 120 15 - 5 Index 8-9 8-9 8-9 8-9 8-9 40 - 45 Value > 2.8 <5 <5 > 120 <5 Extreme Index 10 10 10 10 10 >45 Field Measure Value 1.91 10 30 80 40 Index 8 8.5 6 6 5 33.5 Total Field Index 33,5 Numerical Adjustments 43,5 Bedrock: Boulders: Cobble: Gravel: Sand: Silt/Clay: Stratification: BElli Very Low BElli Low Decrease by one category if gravel/sand less than 50% Adjust Index up 5 - 10 points depending on sand % Adjust Index up 10 points No Adjustment Adjust Index up 5 - 10 points depending on position of unstable layers in relation to bankfull stage Adjusted BElli Very High Data Sheet Source: North Carolina Stream Restoration Institute and North Carolina Sea Grant, Stream Restoration A Natural Channel Design Handbook . P:\Polk SWCD NRCS\North Pacolet Reach 3\300 Technical\31 0 Data Collection\315 Assessment Data Sheets\Bank Erosion Hazard Index 7 Page 1 of 1 . C6 - Bank Pin Table . . . . . eJJ Q ~ eJJ = ..... - Q ..... ..... = Q ~ = ..... ~ ..::d = = = l- " o ~ .J ; o ~_ : ~ ~ o.~ ~;~ o ; ~ )0. ;" % ; ~ .. " " : z :; a; ~ hi : w " Z ~ , " " z WI - ~ ~ ..... ~ - Q CJ = ~ ..d t Q Z = = :.= Q - = u ~: ..d 8 ~z ~ .., ~c = = Q U ..::d - Q ~ ~ t"- ..,., 00 r-- Cl\ t"- o IF) \0 0 0 00 ~ \0 00 VI VI VI = 0\ VI ~ ~ ~ ~ ~ ~ ~ ~ ~ ... VI 0 ~ ....... C"! 00 ....... ....... ....... ....... ....... ....... ....... ....... .::.= N ....... VI -- = 00 ..,., ....... ~ I = ~ \0 0\ 00 \C ..,., N 0 = ....... t"- o 0 0 0 ..,., ..,., ..,., ..,., ~ ... \0 t"- N ~ ~ ~ ~ ~ ~ ~ ~ ~ ....... 0 -- N C"! 00 ....... ....... ....... ....... ....... ....... ....... ....... .::.= .- I 00 VI -- I = I I ..,., .- I I ~ = ..-. ~ 'tl I N IF) 00 ~ ~I In N 00 0 = = VI 0\ 0 Q 0 N 0 t"- t"- t"- t"- ... \0 0 I N ... ~ ~ ~ ~ ::1 ~ ~ ~ .- f"J -- .... N 00 C,l .- ....... .- .- .- .- .- .::.= VI ....... ~ I 00 -- - = ..,., ....... - , Q ~ U = .... I Q ~ ~ t"- I a I \Oi 00 ... I ~ VI 0 E-i '" ~I I 0\ t"- ~ = \0 0 0 .... 0 0 ~ ~ VI \0 ... \0 .- N ~ 0 ~ ~ ~ ~ ~ ~ ~ C"! -- ....... 00 .cI 0 .- .- .- .- .- .- ....... .::.= N IF) .... z = 00 ..,., -- bJl ....... = ~ I ~ = ~ = ~ == I N N 00 .::.= I I r"l Cl\ 0\ 0 = ro N .- 0 ~ ~ t"- t"- t"- oo 00 00 Cl\ = t"- ..,., ~ = 0 C"! C"! C"! C"! C"! f"J C"! ... .- .- ~ N C"! 00 -= 0 ....... .- .- ....... ....... - - .::.= .- ~ z 00 VI -- ~ = I ..,., ....... Q ~ C. = Ii<'! liIil ~ t"- ..,., 00 I N 0 \0 0 ro - 00 ~ = \0 0 \0 VI ..,., VI VI 0 \0 ..,., ~ 0 C"! == t"- - """; """; ....... """; """; """; ....... f"J 00 0 - - - - - .- .- .::.= N ....... Z VI -- = 00 ..,., ....... ~ , = ~ ':t t"- oo ,..; 0 t"- o ro ..,., ....... 0 ~ 0 0 0 0 0 0 = 0\ \0 ..,., ... t"- ~ 0 C"! ~ ~ ~ ~ ~ ~ ~ - - f"J 00 0 - ....... ....... ....... ....... - - .::.= N ....... Z VI -- = 00 ..,., ....... ~ I = rJ:J ~ ..,., -= ~ 00 .... 0\ C,l - ~ - ~ - Q i ~ '"0 U e b~ ~ .a 00 00 00 00 00 00 00 00 0 ::l (ij ~ 0 0 0 0 0 0 0 0 = rJl c: 0 0 0 Q) ...... = 0 0 0 0 N ... ~ 0 rJl ~ ~ ~ ~ ~ N ~ -- ~ u c: 0 - = ~ 0\ t"- -- .::.= c: ...... ... ~ 00 \0 ~ - t"- ~ ~ ~ Q) ~ -- -- -- = Q) ~ ~ VI -- 00 0\ N ~ ~ .::.= ....... VI \0 ....... 0 0 = 0 = u ~ c: = ~ .a ~ ~ = ro a:l 4-t o Q) gp 0... ... ~ 15 en "=' o:l 'l) '"" 0- ~ bJ) Q .;:: 53 'a 0 ~ s::: 0: ~ Q o:l e;l CIl .;;; >> <::: (;i ...... u OJ :.a "0 .:E .5 u o:l bJ) o:t::: Q) p., .;:: 2 '"" o:l ..s::: '"" '"" '" t:: OJ OJ Q 0 ;> ;> .3 ~ :t:: :c (;i ~ en '" u U OJ (l) .s -; (;i ~ u u Q Z :.a :.a '0. Cl OJ .5 .5 ~ u ...... s::: 0 ~ ;:2 o:l :s z c:o ~ ~ '0 ~ p., . C7 - Crest Gauge and Rainfall Table . . . eJl = Q == ~ :.= eJl .. Q .. == ~ = 0"'" " u .. ~ Q ..Cl ;..l ...... ;..l ~ t . == ~ ..Cl Q - Q ~ Q ~ Z ~ = = ~ "' ~~ ~.c eJl..Cl == ; t = ~ Q Q ;..lZ U !I.l ..::d ~ - .. Q U ~ .. " Q oJ o III " o II: " o : >" .oJ :t ; . .. . '" ~ z :, cr: ~ w ~ w ~ ,4 l.' , " ,; Z ... 4-< .... 0 d = - 0 = 0) .~ = ~ .... OJ) a .... ~ (;l ...... V) 00 0 00 0 ('<) ~ en U ~ ~ 'll t; C"! ~ 0; "": l'-; ~ - '5{: z :i 0 0 0 0 V) ....... ....... ,5 =: ;:: (;l ;::. = -:: :~ 4-< C) '51l ... ..::: 0 o~ ~ Q) "0 0 c~ =: .... "0 E--~ .... 0 ~ C) ~ .... ....... u 0) ,5 <8 ('<) ~ Cl 0 en U ;:: 00 00 00 00 00 0 00 0 z .~ 0 0 0 0 0 0 ~ 0 0 0 0 0 C::' > .... C::' C::' C::' N .... ~ C::' --- N 0) Q r-- 0\ N 00 r-- ....... CIl C::' C::' ....... --- C::' --- .D --- r-- N 0 ~ V) \0 00 ....... :! ~ Q .... = ~ > liIil - :i = ~ .... 0) ,~ :;' > ;:: ~ = oCl =: 0 ~ ~ ~ ...... ~ .~ ..2 U a - ~ r-- ('<) ~I \0 ('<) Cl\ ...... 0 ~ .... ~ 0 ('<) ~ if] C) if] >.~... ....... 0\ ....... V) ~ OJ) ~ ~~ :: = ~ ;:: ~ ~ -= I:l.. I Q ~ .... ,- ..s::: ~ 'll c: t:: 'S: :;~ .t: 0 .... 0) ;::z OJ) 00100 I o ;:: ;:: ~ 0 ~ 00 00 00 00 0 if] 0 ...... 010 0 0 I 0 0 0 0 ~ ~ o 0 0 0 0 N V) ~ C::' C::' C::' (">I C::' --- if] --- N ::J ~ Q 0\ N N ....... r-- ....... V) N ....... ....... ....... N --- - --- --- ~ --- --- N N ~ V) r-- 00 ....... 0 ~ ~ ~ ('<) N 00 ~ ~ N 0\ 0 ~ = ....... ~ 0 ('<) 0 -; r-- V) V) 0 V) 0 ....... C \0 \0 N -= l'-; "'"l "'"l ~ ....... \0 ~ v: 0 --- ....... C"! ~ .... ....... N N N N ..f ~ ....... .... N ....... eo.. ~ V) --- = ~ 00 ('<) ':t ... I a u = t: I = N ,Cl ~ N a ~ \0 00 = 0\ 0\ 0 = 00 \0 0 ~ - 0 ~ \0 ....... C::' 't C"! V) 0 0 V) 0 ~ 0 c ....... ....... ~ ~ ~ ~ ~ C"! N C"! ':t '0 ~ ....... ....... ....... ....... ....... V) V) ....... .... ....... ~ ^ ~ 00 V) --- '0 ~ ... I ('<) ':t ... U = ~ ~ ... .... "0 .... ~ ~ r-- ~ 0) ....... 00 ... >. ~ 00 r-- 0 101 0 :::I 00 0 0 eo.. * ./::l ~ 0 \0 N = 0; 0 0 0 V) ('<) en 0 C 00 ....... --- .... V) v: 00 r-- "": 0) ....... ....... f"J ~ -= ....... N N N N V) "0 N .... N ....... ~ V) --- ~ ^ 0) ~ 00 ('<) ~ .~ OJ) ... I ;:l U = (;l OJ) if] 00 ::J ;:: '0 0 0 ('<) ] 0 00 ~ C::' 0\ ~ ....... ~ -; 0 - ...... N Cl - en --- = ;:: N =II: < U ...... ....... 8 b_ "0 ~ ~ ;:: .2 .... 00 0 ~ en en ~ ~ 00 00 00 00 00 0 ~ 0) ;:l -; Q 0 0 ~ ~ ;:: ...... 0 0 0 0 0 0 0 0 ::l 0 en ~ ~ 0 N C::' 0 0 C::' ~ ~ ;:: u ;:: ~ C::' --- C::' C::' 0 c ::a - ::l ~ 0\ r-- ...... Jl) en \0 C::' ....... r-- N C::' 0) .... Jl) ~ (;l --- --- --- en .... 0 ~ ~ c V) --- 00 0\ N (;l ~ 0 a:l V) \0 ....... a:l ~ Cl ... U .... Jl) u ~ ~ Jl) Jl) ~ ~ OJ) ... s s ~ u '~ '~ 0 ~ 0 0 ~ .... .... ...... 0.. en Q 0.. 0.. ~ 0.. .... < <r:: u ~I OJ OJ ,.Q en "=' oj <Ll .... 0- ~ bJ) c 'J: .8 '2 0 ~ OJ bJ) ::l o::l 0 ... en OJ .... U ~ CIl >-. (;j Q -< \0 M c: ,52 U ~ "0 U o:l "'ie Cl 0 M -- (;j u .2 ,.Q u OJ f- 0 0 M M ,.Q u o:l d <Ll '(;j ex: 1:: ~ OJ "0 u u c o:l ::l p., o::l ,.Q "'ie 1:: "=' 0 -e" ~ OJ ~ I>Il U o:l S ex: o:l z "=' Cl 0) I>Il U ::l :s o:l I>Il ~ - ~ Q; CIl OJ "0 '0 .. u ? z * p., . C8 - Woody Debris Inventory . . ... ...1 I'.......:a....... r....."..........._....._ ': '~ ,-; .'; .f r: ~i' i '.;;~ 5. II 'I ~l !, G G ,~ -:) -. () G '( Woody Debris Inventory North Pacolet River Reach 3 Polk County, North Carolina . . >; .:,iStt~~!~~'t~tl~ri" .....>,. ; Diarri~t~r (inY' t Lerigili (ft) 2+50 24,30 40,50 5+75 24 40 I 7+50 30,24 45,30 13+00 18 25 I I 24+50 30, 18 45,25 25+00 42,24 70,25 28+00 24 30 36+00 18 30 43+00 18 35 56+50 18,24 50,50 82+00 18 15 85+00 24 25 90+75 Root wad 98+50 18 20 99+75 Root Wad Date Complete: Survey Staff: Anna Priest Note: "Woody Debris" means existing large woody debris in the stream channel available for use in geolifts and other in- stream structures, . P:\Polk SWCD NRCS\North Pacolet Reach 3\400 Submittals\2008 PCN\Woody Debris Inventory.xls Page 1 of 1 . C9 - Slide Show of Reach 3 and Conceptual Design Photos . . . M "C g o ~ I-t~ o ;> ;:2 ..... (]) '0 u ro P-. "C 1:: o Z ell (]) ..... ;:I ..... ro o ~ "'d o ..... u ;:I .~ o U 4-< o ell t:: ,2 ..... ro u o .....:l o ..... ro S '~ o I-t ~ ~ ~ b!J t:: '~ o "C r:/) ro .2 ,5 ~'O I-t I-< OJ)ro oU ....."C ..81:: 0... 0 oZ .::: ~ .......... .s t:: t:: ;:I .~8 a= ~~ OJ 0.. .2 CIl > ~ ~:r: ~M 'tn,8 tl),.>:: ::0 t: ~ ~ ..... .r;, rJl E ... ~ tl) tl) ;:: .b o CIl ~.E t: .~ ~ ... ~~ ~ 't: 1:: tl) 8..-5 ..<::"- 0..0 ~ 0/) 5b.S 0'0 c 0 ~ t..<:: 0/) ..0..'0 CIl ... :a a r-<(; .C tl) ..... ~ E o o + N t: ~ O.r;, 0":: 4-. ~ 0 cI5 t: .9 Cii o u 0.2 ..<:: tl) Q..O:: o ""'" o OJ bI) o:l c.. x C"l o ~ ~ <1:: Cl\ N 00 o 00 o o ~ ~ <1) .;; OJ ~ bJ) '" ~ c , '" o ~ c:: -- en o "0 ..t:: c.. C') C') t:: .g C"l ~ "0 u o:l (;:j Cl o ~ (; u .2 ..t:: u OJ E- O o ~ C') ,.Q C"l '" OJ ~ t> '0 u o:l c.. ,.Q t o ~ en U ~ :z: Cl u ;3: en ~ '0 ~ p., . ~ ..c: () ro v 0::: ;.... o :> C2 ...... ~ o () ro ~ ..c: ...... I-< o Z eIl~ V ;.... ;:I ...... ro v ~ "'d o ...... () .~ o U 4-< o ell s:: ,9 ...... ro C,) o ~ o ~ S '~ o ..... 0. .< OJ) s:: '~ o ..c: 00 ell ro ..c ,5 0.- ro 0 ;.... I-< OJ)ro oU ...... o..c: ..c:t ~ 0 oZ :> ':g S ...... s:: .S::::l o 0 ~u l-<~ 0._ ~~L~~ ~ ~ c: CIl ..0 '"0 c: CIl ~ o Jl) 0/) CIl "-' o c: .S: ..... U ::l .... ..... en c: o U '"0 Jl) CIl o 0.. o .... 0.. Jl) ..c: ..... CIl ~ o ..c: CIl ..c: 0.. CIl .... 0/) o -0 ..c: 0.. en :.a f- o ""'" o N OJ ~ p., x C"l o v u:i -<( 0'- N 00 o 00 g '";'l ;;: .~ ;> OJ ~ co .5 "=' ::: ::l W;- en o "0 ~ en o "0 ..c p., C') C') ..- ::: .2 U ~ o U o:l ~ Cl o C') ..- <a .~ ::: ..c u OJ f- o o ~ C') ..c u o:l OJ ~ Q) "0 C"l o:l p., ..c t o ~ ~ U ~ ;z: Cl u :s en ~ -0 ~ Ii: e M ...:::: u <:Ii ~ :..... V >- C2 ...... ~ o U <:Ii 0... ..... 1:: o Z f/l~ V B <:Ii V ~ '"d v ...... u .~ o U 4-< o f/l s:::: .9 ...... <:Ii u o .....4 v ...... ro S .x o :..... 0.. < bIl s:::: .~ o ...:::: r/J f/l ro ...:::: .5 g--o :..... :..... bIlro oU ...... 0"':::: ...::::t:: 0... 0 vZ >- .~ ~ si:: .5 g ~U :.....,..::.:: fr..... ~~ o """" o M Q) Oll ro 0.. > 0:; .:; Q) 0::: Oll :::: :.a :::: ~ CI.. , '" o ~ ~ '" o o ..:::: 0.. M M -- :::: .g u ~ o U ro (;J Cl o ~ Cti u .2 ..:::: u ~ o o ~ M ..:::: u ro Q) 0::: ] o u ro 0.. ..:::: t o ~ r/i U 0::: :z: Cl u ~ r/i ~ "0 e:- o..: e M ...:::: u ro ~ :.....~ V >- c:2 ...... ~ o u ro 0... ...:::: 1:: o Z ur V :..... ;:::l 'Cd v ~ '"d v ...... u ;:::l .~ o U 4-< o f/l s:::: o ...... ...... ro u o .....4 v 'Cd S 'x o :..... 0.. < bJ) s:::: .~ o ...:::: r/J f/l ro ...:::: .5 g--o bh~ oU ...... 0"':::: ...::::1:: 0... 0 vZ >- .;::: ;;.:: Si:: .S::::;:::l v 0 ~u "",..::.:: 0....... ~~ .~ (1) ;:! (i) ~ c;:: = o u cv bi ~ .S C :-: '" ~o. Q2 ~ .......;:; ~" o = u '" "'oD 0.. ~ "€..2 o en Z ~ o (1) ...... u .s.2 .~ ] (1) (1) g .2: ~~ c;:: = =" 8 ~ cgf .s 'B ~ '" :9 a ;:= ..... (1) '0 ::o~ .s 0 en = 3 .9 t;] ~2 .~ ~ > .- " = '" + 0;- _0.. N.9 c:: en o (1) '';:; ::0 '" '" ...... ...... en en '" B o """" o "<t Q) Oll ro 0.. > .~ Q) 0::: Oll :::: :.a =: w;: '" o o ..:::: s" '" o o ..:::: 0.. M M C .~ U ~ -0 u ro (;J Cl o ~ ta u '2 ..:::: u Q) E- O o ~ M ..:::: u ro Q) 0::: ., -0 u '" 0.. ..:::: t o :z: en u 0::: :z: Cl u ~ r/i ~ -0 e:- o..: . M ...:::: u ro v ~ :.....~ V >- C2 ...... v -0 u ro 0... ...:::: t:: o Z f/l~ V 5 ...... ro v ~ '"d v ...... u ;:::l .~ o U 4-< o f/l s:::: o .~ u o .....4 v ...... ro S 'x o :..... 0.. < bIl s:::: .~ o ...:::: r/J f/l ro ...:::: .5 g--o "" :..... bIlro oU 0"':::: ...::::t:: 0... 0 vZ .f ;;.:: Si:: .S::::;:::l v 0 ~u "",..::.:: 0....... v 0 ~o... "" '" '" ..... 0 0...... C::..c:: o u 'P c u (1) ::l.D ..... ......- en- c::..z 0..:.:: u c:: - '" ~.D ~~ ~ ...... b" en c:: >= 0 - ;>.. '" (1) ~.D 1;)":':: c:: c:: .- '" c::.D '" >= Ci:i (1) b en cri C/} o """" o V"l Q) gp 0.. > .~ ;- Q) 0::: Oll :::: ] ";- '" g ::: 0: -vi o o ..:::: 0.. M ~ :::: .~ U ~ -0 u ro (;J Cl o ~ ta u '2 ..:::: u Q) E- o o ~ M ..:::: u ro Q) 0::: ] o u ro 0.. ..:::: t o ~ r/i U 0::: ;z: Cl U ~ r/i ~ -0 e:- o..: . M ...:::: u ro v ~ ""~ v >- C2 ...... v ..... o U <:Ii 0... ...:::: t:: o Z ur V :..... ;:::l ...... ro v ~ '"d v ...... u ;:::l .~ o U 4-< o f/l s:::: o ...... ...... ro u o .....4 v ...... ro S 'x o .... 0.. 0.. ~ bIl s:::: .~ o ...:::: r/J ro ~ .5 g--o .... "" bIl<:li oU .........:::: ..8t:: 0... 0 vZ .~ ;;.:: ............ S s:::: s:::: ;:::l .~8 a=: ~~ ;71' ',: . /.~:~~.:~ '..... t/f, I .' /' , . .., j th " ~ :~ ",~-;;....- ..,..*- ,. ., : ~ '" Oll .S cti ...... en .S :E' '0 (1) Oll '" Oll c:: '';:; u ~ ..... ...... en c:: o u E co .D (1) .s Oll c:: '';:; co u o aJ ..... ;>.. .D " (1) ~ :0 .s en (1) .D o ..... ..:.:: c:: co .D cri >= Oll ~ ,5 b ..... en Ci:i 0llP. .S (1) " > o ''';::: ..... '" (1) c:: - " .~ ~ 13 ,::! >li '0":= ..... ~ '0 (1) (.) >Oll c:: 0] \0 en ~ .S M" c:: ~ .9 tti ..c::^ ri5 g (1) .D \0= o..z ........:.:: o c:: ..c:: '" 0...D o """" o '-0 Q) Oll ro 0.. > Q) 0::: .~ ~ :; C:; '" o ~ 0: -- '" o o ..:::: 0.. M M -- :::: .g u ~ o U ro (;J Cl o ~ Cti u 'c ..:::: u Q) E- O o ~ M ..:::: u ro Q) 0::: ., "0 u ro 0.. ..:::: t o ~ r/i Uc0::: :z: Cl u ~ r/i ~ -0 ? 0.. . M ...:::: u ro v ~ ....~ v >- C2 ...... v -0 u ro 0... ...:::: ...... :..... o Z ur V "" ;:::l ...... ro v ~ '"d V ...... U ;:::l .~ o U 4-< o f/l s:::: o .~ u o .....4 v ...... ro S 'x o .... 0.. 0.. ~ bIl s:::: .~ o ...:::: r/J ro ~ .5 0..- ro 0 :..... .... bIlro oU .........:::: ..8t:: 0... 0 vZ >- ~ .;::: .c ro s:::: .18 a=: v 0 ~o... l.r , cti u '€ . (1) C/} >.5 .....-::: o Ci:i ~p. (1) (1) .- > >'';:; '" c:: 0" o c:: + co ~ .~ ..... C::.D .9 ..:= ...... S '5 en (.) ,C/} r-- .5 0= ...... '" 0...... ..c:: en 0.. .5 o """" o r-- Q) Oll ro 0.. >< u o ~ r/i -< 0\ N 00 o 00 o o ~ :: .~ ,. Q) 0::: .~ ;2 :; "; '" o o ~ '" o o 0: M M -;:: .~ u ~ -0 u ro (;J Cl o M -- ta .~ :::: ..:::: u Q) E- O o ~ M ..:::: u ro Q) 0::: ., -0 u ro 0.. ..:::: t o ~ r/i U 0::: :z: Cl u ~ r/i ~ "0 ? 0.. . M ..... U ro v ~ ""~ v >- C2 ...... v - o u ro 0... ...:::: 1:: o Z f/l~ V "" ;:::l ...... ro v ~ '"d V ....... C) ;:::l .~ o U 4-< o f/l s:::: o ...... ...... ro u o .....4 v ...... ro S 'x o .... 0.. < bIl s:::: .~ o ...:::: r/J ro ~ .5 g--o "" "" bIl<:li oU .........:::: ..8t:: 0... 0 vZ >- ;;.:: .~ ....... i:: 3 .~8 a=: v 0 ~o... ...... en ::l '-' " (1) en o 0.. o ..... 0.. .:!l (1) c:: '" > , en en o ..... u ..:.:: u o ..... <t: en (1) '€ (1) 0.. o 5. :c " c:: co . ...... en ..c::":':: .::9 ~ ......D ~ c:: ~ Ci:i u~ (1) en ..c:: (1) ........c:: c::...... ~ t) ~ 2 ...... 0 (1) ..... .Do.. (1)" .gp~ 'C ?n .D~ Q) .';::: ...... ..... ~.D ,_ (1) 5.-5 (1)..c:: -:SCti -5 ~ a'32 ~ ~ .D 0 >=4: i3 i!:l <t::= ~ e (1) -::: :> 8 oB 00 (1) + C/} M" \0 'C c::.D o (1) ".= -5 .s..... en 0 >= Ci:i (1) ;:= en 0.. ~ o """" o 00 Q) Oll ro 0.. >< u o ~ r/i -< 0\ N 00 o 00 o o N .~ ;- Q) 0::: Oll :::: :.a :::: ::l "; '" o ~ e; '" o o ..:::: 0.. M M C .~ U ~ o U ro (;J Cl o M -- ta .~ :::: ..:::: u Q) E- O o M -- M ..:::: u ro Q) 0::: ., "0 u ro 0.. ..:::: t o ~ r/i U 0::: ;z: Cl U ~ r/i ~ -0 ? 0.. . M ...:::: C) ro v ~ ;..; v >- C2 ...... v - o C) <:Ii 0... ...:::: t:: o Z u) ~ B ro v ~ '"d V ...... U ;:::l .~ o U 4-< o f/l s:::: o .~ u o .....4 v ...... ro S 'x o .... 0.. < bIl s:::: .~ o ...:::: r/J f/l ro ...:::: .5 g--o "" "" bIlro SU 0"':::: ...::::t:: 0... 0 vZ >- "+:: ~ ro ...... ...... s:::: .S::::;:::l v 0 ~u "",..::.:: fr- ~~ ;>"..c:: .D .-::: ~ ~ (1) =" = ~ ,- = " co (1)..c:: en = ;:l (1) ~ (1) (1).D .D= = .~ .~ q::: _ (1) ",- ,- ..... ..... (1) 2 > '" ':- >= - _ = " 0 2 '" '" (1) g ~ _ = (1) 0 ~ .- tti . N ~:= o ,- 4:] - '" ~~ ~~ ..c::Cl u--. (1)0.. on~ .S UJ en (1) (1)..c:: of-- >= o cri ..... (1) 0....... ::l o ...... ...... U ::l " ..... (1) ...... ...... en '" >= (.) - o '" _ (1) (1) ..... ..... ...... en (1) = .D .- 0..... ...... 0 , ctiE~ .- '" = t ~.;:: ...... ...... = '" en '" :::: 0..- :::: ::l 0.. ~ ~ g: ...0 <1)''::: ..... ..... '" o co = ~(;" .2:! 25 ~ >:-a i3 en ..... . 0 ~ o 0........ o (1) U +"e \0=...... \0,- en c:: " .::! 0(1)- .;:: ~ ~ So..o en ;>.. .......c:: . 0 0\ en E o q::: '" o:.=~ ..... 0 ...... _ (1) en 0.. C/} ,5 o """" o 0\ Q) gp 0.. >< u o -0 vi -< 0\ N 00 o 00 o o N ~ Q) .:; Q) 0::: ~ :.a =: w;: '" o ~ ~ '" o o ..:::: 0.. M M C ,~ U ~ -0 u ro (;J Cl o ~ Cti .~ :::: ..:::: u Q) E- o o ~ M ..:::: u ro Q) 0::: ., -0 u ro 0.. ..:::: t o ~ r/i U 0::: :z: Cl u ~ r/i ~ "0 e:- o..: . M ...:::: C) ro ~ ""~ v >- C2 ...... ~ 0 u ro 0... J ...:::: t:: 0 Z f/l~ V "" ;:::l ...... ro v ~ '"d V ...... u 2 ...... f/l s:::: o U 4-< o f/l s:::: o .~ u o .....4 v ...... ro S 'x o .... 0.. 0.. ~ bIl s:::: .~ o ...:::: r/J f/l <:Ii ...:::: .5 g--o "" "" bIlro oU ...... 0"':::: ...::::1:: 0... 0 vZ >- .~ ~ ...... s:::: .~8 a=: ~~ . ./11.: .. , ..-t'. ~} ;'--~ ~--~ ~,-, ;>..0;- .Do.. o ,,- (1) en ,!::l~ ::.D .D <<l <<l ...... ...... en en '" 2B =..:.:: .- c:: ~ '" ..:.::.D c:: a <<l '" .DB (; en U (1) .- ..c:: ~...... (1) C/} > c:: en'- .- " ..c:: <<l f-- ..... C/} o..c o u + c:: o (1) O\.D c::3 ,9 ~ !9~gb en.DC:: . ro '-s o C/}~ - c:: 0.. 0:: (1) o .s.?:: ..c::entti 0...5 c:: o """" o o Q) Oll ro 0.. >< u o -0 vi -< 0\ N 00 o 00 o o ~ :: Q) .:; Q) 0::: ~ :0 :::: ::l "; '" o o ..:::: 0.. -vi o ~ 0: M M -- C .~ U Q) o U ro (;J Cl o ~ ta .~ :::: ..:::: u Q) E- O o ~ M ..:::: u ro Q) 0::: ., -0 u '" 0.. -5 .... o ~ r/i U 0::: :z: Cl u ~ r/i ~ "0 e:- o..: . CIO - Macroinvertebrate Baseline Survey . . . Baseline Benthic Macroinvertebrate Survey Reach 3, North Pacolet River in Polk County June 2008 Overview and Station Locations: The Polk County SWCD in conjunction with the Pacolet Area Conservancy and the Polk County Community Foundation has developed a long-term watershed management plan for the North Pacolet River. The plan addresses severe in-stream habitat degradation along major reaches of the Pacolet River in Polk County. The primary goal of this plan is to protect and restore the riparian conidor of the River in NC from its headwater reaches near Saluda to the NC/SC state line - a total of 18 river miles. The plan defined 4 mainstem reaches and indicated that the most downstream reach (Reach 3) will be given high priority for restoration and that the other reaches will receive future restoration/maintenance. Benthic macroinvertebrate samples were collected from 4 locations to assess background water quality conditions within the lower Pacolet River watershed prior to any restoration/enhancement activities. These four locations are listed below and illustrated on Maps 1 and 2; . 1. North Pacolet River at NC 108 at Lynn. 2. North Pacolet River within Reach 3 at FEMA transect 2 4. North Pacolet River within Reach 3 at FEMA transect 4. 6. North Pacolet River within Reach 3 at FEMA transect 6 . (;",,,,., \ I / j-../ J.l IJ ----- ~~ ,~:~;<i~;ji-'~~f~;f?~ /.- '; '- e::-." D-~-~ . -,~ -..,~- -" ,...... ..- .-..........-. . .. ......'.... ~; ---:;.--:,~...~~ . Collection Methods: This project offers a unique opportunity to measure improvement in the biological integrity of streams in the North Pacolet catchment. Baseline monitoring locations were selected to maximize the potential to demonstrate this recovery. Collection methods mimic the standard full scale operating procedures of the NC Division of Water Quality (NCDWQ 2006). At each location two kick net and three sweep net samples were collected; in addition a leaf pack sample, 3 epifaunal collections and visual inspections of the unique habitats at each location were conducted. In addition quantitative methods were also used at each location attempting to determine riffle quality. This later procedure included collecting a series of Surber square foot samples from a representative transect at each location (typically the head of riffles). The data from this later collection method will enable us to determine the actual number of benthic animals per square foot ( or meter) of substrate prior to management and monitor trend in population abundance following treatments. . In addition to conducting benthic macro invertebrate samples, we also conducted basic habitat evaluations at each location. Once again the NC DWQ protocol was used O'~CDWQ 2006). It was felt that these data can then be compared to other investigations conducted by the NC Division of Water Quality. Results and Discussion: A summary ofthe data from these four locations are listed on Tables 1 and 2, plus a list of all taxa collected during this investigation can be seen on Appendix 1. The NC protocols note that data which are collected in May need to have seasonal corrections calculated; essentially a elimination of "spring species" from the taxa list and the addition of 0.5 to the biotic index values for mountain stream systems. These modifications are included on Table 1; however, these changes (especially the increase in biotic index values) are borderline necessary as the data were collected the later part of May. For example only one spring species was eliminated from the list of taxa. Also the classification criteria chosen for these data are mountain criteria but the lower reaches of the North Pacolet River are borderline mountainipiedmont. Both of these decisions did affect the final bioclassifications within this study reach. . It is evident from these data that water quality and/or instream habitat conditions decline through the study reach. Taxa richness and abundance values decline and biotic index values increase suggesting poorer conditions downstream. Seventeen EPT taxa collected at the upstream location at Lynn were eliminated at the downstream location at FEMA transect 6, again suggesting a declining trend in the biological integrity ofthe North Pacolet River. A list of some of these taxa includes tpe following: Baetis jlavistriga Baebaetis benfieldi Baetisca carolina Brachycercus spp Dannella lita Stenonema Ithaca Tallaperla spp Paragnetina immarginata Remenus bilobatus Neophylax oligius The elimination of some of these taxa may be due to increasing stream size or temperature of the river, but habitat loss and the effects of sedimentation (ie. increase . . number of mid-channel bars as indications) are also a very likely source of stress. Other groups of organisms whose numbers were reduced within the study reach include elimid beetles, some Odonata, and Mollusca (note especially the Pleurocerid snail Elimia). These data resulted in NC bioclassitications of Good/Fair at the three most upstream locations and a Fair at the most downstream site; however, station 1 at Lynn is borderline Good. Table 1. Summary of Benthic Macroinvertebrate Assessment. North Pacolet River, Polk County. June 2008 North Pacolet River Metric/location 1 2 4 6 EPT taxa richness 34 30 26 23 Seasonal Correction 33 29 25 23 EPT abundance 119 95 98 84 Total taxa richness 85 71 66 62 Biotic Index Value 4.61 5.15 5.20 5.46 Seasonal Correction 5.11 5.65 5.70 5.96 Bioclassitication * Good/Fair GoodlF air Good/F air Fair (3.3) (3.0) (2.8) (2.3) Habitat Score* 67 58 64 67 *NC Division of Water Quality Protocols for mountain stream systems . Interestingly the Asiatic clam Corbiculafluminea increased in abundance and were most dominant at the lower most location at FEMA transect 6. These exotic mussels were not collected from the North Pacolet River at Lynn and were only "rare" at FEMA transect 2. Table 2 summarizes the taxa richness of benthic insects by taxonomic group (order primarily). Six mayfly taxa and three stoneflies were only collected at station l; however many other taxa were found at stations l, 2 and 4 but eliminated at the most downstream location. Mayfly and stonefly taxa were much lower at station 6 than other sites. These taxa include mayflies (Dannella !ita and Ephemerella dorothea) and stoneflies (Amphinemura and Isoperla holochlora). However several intolerant caddisflies were only collected at station 6 (Goera spp, Lepidostoma spp and Symphitopsyche morosa) and other intolerant taxa were also collected at this location (i.e. Pteronarcys spp were abundant here). Pteronarcys is an intolerant shredder stonefly commonly found in leaf pack habitats. These observations support the premise that habitat deterioration rather than water quality issues are factors affecting the biological health of this reach of the North Pacolet River. . Table 2. Benthic Macroinvertebrate taxa richness by taxonomic . l!rOuD. North Pacolet River, Polk County. June 2008 North Pacolet River Grouv/Location 1 2 4 6 Ephemeroptera 19 16 13 12 Plecoptera 8 7 6 4 Trichoptera 7 7 7 7 Misc. Diptera 7 6 7 7 Chironomidae 26 20 18 20 Coleoptera 4 4 3 3 Odonata 4 5 5 2 Oligochaeta 4 2 3 2 Megaloptera 1 1 1 1 Crustacea 1 - - - Mollusca 4 2 2 3 Misc. taxa - 1 1 1 Total Taxa 85 71 66 62 Quantitative samples were also collected from each location attempting to define riffle quality prior to enhancement activities (Table 3). Three Surber square foot samples were collected from heads of rifles at each location. Taxa richness and abundance values were generally pretty low for these samples (average taxa richness = 9 per square foot, average abundance = 27 organisms per square foot). This may be an indication that substrate embeddedness due to sedimentation maybe a catchment wide perturbation. It is interesting to note that the dominant taxa shifted from a mayfly upstream to chironomidae at stations 2 and 4 to the very dominant Asiatic Clam at the most downstream monitoring location. . North Pacolet River Metric/location 1 2 4 6 Surber Sample 1 2 3 1 2 3 1 2 3 1 2 3 Taxa Richness 12 9 9 13 7 3 18 6 6 11 10 4 Abundance 23 7 15 37 25 6 61 25 13 48 49 13 Baetis Polypedilum Mictotendipes spp, Corbicula Dominant Taxa bimaculatus, convictum, jluminea, Chironomidae Antocha spp Antocha spp Hexatoma spp Table 3. Results of Surber square foot samples collected from the North Pacolet River. June 2008 Habitat scores did not effectively note significant variation between locations. There was only an 8 point difference between the four locations (Table 1). Subjective evaluations are given to 8 broad categories and totaled - 100 points is a perfect score. All evaluations resulted in scores less than 70 points suggesting that fair instream habitat is commonplace in this catchment. The subjective evaluation of pool variety was most problematic at . these locations. 12/18/2008 11:11 FAX 141 002/002 . . . Conclusion: Benthic macroinvertebrate samples were collected from 4 locations in the lower North Pacolet River to assess pre-enhancement activities or baseline conditions. These data clearly indicate that the biological integrity declines within this reach of the- river. Taxa richness and abundance values decline and the biotic index values increase from the upstream location at Lynn to the most downstream location at FEMA transect 6. Seventeen EPT taxa collected at the upstream location at Lynn were eliminated at the most downstream location. However several intOlerant caddistly taxa were only collected at the most downstream location suggesting that habitat deterioration and impacts due to the effects of sedimentation are likely contributors to this overall decline biological integrity rather than water quality. Tn addition this survey noted a dramatic increase in the population size of the Asiatic Clam (Corbicula.fluminea) within the reach. We expect that enhancement and/or restoration activities within this reach of the North Pacolet Rive~ ~ill improve the biological condition of the river. .' --'.-., .... " / j t~/ ! , i . . I ...- / "', i,~;::--l&<" , /e-'l. t.fA.J~., 'Slg e ~ (::j)Au,;jf, _~;t().f:P N~e . COmpanYName~ /~j~. Date / Reference NC Division of Water Quality (DWQ). 2006. Standard Operating Procedures for Benthic Macroinvertebrates. NC Department of Environment and Natural Resources. Environmental Sciences Sect jon, Biological Assessment Unit. Raleigh, NC. . Appendix 1. Benthic Macroinvertebrates North Pacolet River, May 2008 . Taxa/Station North Pacolet River Ephemeroptera 1 2 4 6 Family Baetidae Acentrella turbida C A A A Baetis flavistriga K Baetis intercalaris R C R Baetis bimaculatus A A A C Baetis propinquus A A C Barbaetis benfieldi R R Plauditus dubius K Centroptilum spp R R R Fa..rnily Baetiscidae - - - .---.- Baetisca carolina I R I Family Caenidae Brachycercus spp R Caenis spp R R C C Family Ephemerellidae Dannella lita A R C Drunella comutella A R C C Eurylophella funeralis R C R Serratella deficiens C R C R Ephemerella dorothea C R R Ephemerella hispida R Family Ephemeridae Hexagenia spp C R C Family Heptageniidae Stenonema modestum A A A A .t\. .t\. .t\. .t\. Stenonema pudicum R R Stenonema ithaca C Family Leptophebiidae Paraleptophlebia spp R Family Oligoneuridae Isonychia spp A C A A Plecoptera Family Chloroperlidae Sweltsa spp R Family Nemouridae Amphinemura spp R R R Family Peltoperlidae Tallaperla spp R . . Family Perlidae Acroneuria abnormis C R R C Agnetina capitata R R R Paragnetina immarginata R Perlesta placida A A A A Family Perlodidae Isoperla holochlora C C R Remenus bilobatus R Family Pteronarcyidae Pteronarcys spp C C A A Trichoptera Family Glossosomatidae Glossosoma spp C R R Family Goeridae Goera spp R Family Hydropsychidae Cheumatopsyche spp A R R C Hydropsyche berteni R Symphitopsyche morosa R Symphitopsyche sparna R H ydroptilidae Hydroptila spp R R Family Lepidostomatidae Lepidostoma spp R Family Leptoceridae Nectopsyche exquisita C R Triaenodes spp R Family Limnephilidae Pycnopsyche gurtifer C R C Family Philopotamidae Dolophilodes spp C R R R Family Polycentropodidae Polycentropus spp R Family Uenoidea Neophylax oligius C A C Diptera: Miscellaneous families Family Blephariceridae Blepharicera spp A R Family Ceratopogonidae Pillpomyia(complex) R R R C Family Dixidae Dixa spp R R C R . . Family Empididae R R Family Simuliidae Simulium spp A C A Family Tanyderidae Protoplasa fitchii R Family Tipulidae Antocha spp C A A C Hexatoma spp C C R C Pseudolimnophilia spp R Tipula spp R Diotera: Chironomidae Ablabesmyia mallochi R R Ablabesmyia parajanta/janta C Brillia spp A R C Cardiocladius spp R C R Chironomus spp I . I r; I A 1-\ \..- Conchapelopia Group C Coeltanypus spp R Corynoneura spp R Cladotanytarsus spp C Cryptochironomus fulvus R Cricotopus bicinctus: C/O sp 1 A A A Cricotopus infuscatus gp: C/O sp5 A C C C Cricotopus varipes gp: C/O sp6 C Dicrotendipes neomodestus R Endochironomus spp R Eukiefferiella claripennis gp (E sp 11) R Glyptotendipes spp R Microtendipes spp R C A R Nanocladius spp R N atarsia spp R R Orthocladius obumbratus gp: C/O splO R R Orthocladius clarkei gp: C/O sp54 R R Paralauterbomiella nigrohalteralis R Parametriocnemus lundbecki C R Parakiefferiella spp R Paratendipes spp C C Phaenopsectra spp C C R C Phaenopsectra flavipes A R Polypedilum convictum C A C C Polypedilum halterale R R R Polypedilum scalaenum R Proc1adius SPP R R Rheocritcotopus spp R R R . . . . Rheotanytarsus spp C R R Stenochironomus spp R Sublettea coffmani R Sympotthastia spp C C Tanytarsus spp C C C C Thienemaniella spp R C R R Tvetenia bavarica gp (E sp I) A R C A Coleoptera Family Dryopidae Helichus spp R R Family Dytiscidae Hydroporus spp R Family Elmidae Ancyronyx variegatus C R Macronychus glabratus R Optioservus spp C Family Gyrinidae Gyrinus spp R C Family Hydrophilidae Tropisternus spp R R Family Psephenidae Psephenus herricki C R R Odonata Family Aeshnidae Boyeria vinosa R R Family Calopterygidae Calopteryx spp C C R Family Coenagrionidae Argia spp R Enallagma spp C R Family Gomphidae Gomphus spp C R R Ophiogomphus spp C Progomphus obscurus R Family Macromiidae Macromia spp R C R Oligochaeta Family Lumbriculidae C A A Family Nadidae N ais spp C C A Pristina spp R . . Family Tubificidae C Limnodrilus hoffmeisteri C Ilyodrilus templetoni C C Mee:aloptera Family Corydalidae Nigronia serricornis R Corydalus comutus C C R Crustacea Family Cambaridae Cambarus (immature crayfish) R Mollusca Family Ancylidae F errissia spp R Family Physidae Physella spp R C C R Family Pleuroceridae Elimia spp A Family Corbiculidae Corbicula fluminea R A A Family Sphaeriidae Pisidium spp R R Other Miscellaneous Taxa Hydracarina spp R R R . . . . Cll- Shear Stress Calculations . . . AL T AMONT ENVIRONMENTAL, INC. ENGINEERING & HYDROGEOLOGyl 50 COLLEGE STREET, ASHEVILLE, NC 28801 TEL. 828.281.3350 FAC, 828.281.3351 www.altamontenvironmental.com North Pacolet River Reach 3 - Cross-section #1 Streambank Shear Stress Calculations Find shear stress with where: r = yRHS Y = 62.4 lb/ft3 (density of water) RH = hydraulic radius (ft) S = average stream slope (ft/ft) Calculate shear stress for depths above the bankfull bench. Using channel dimensions from a cross-section measured by Altamont personnel in the field with the proposed bankfull benches and geolift on river right (see Figure 1 below), calculate hydraulic radius for the following depth conditions (*Note: depth measured from deepest part of channel): . . 2ft . 3ft . 4ft . 5ft . 6ft . 7ft · 8ft . 9ft . 11ft . 13 ft Set S = 0.0018 ft/ft (based on the longitudinal profile of Reach 3) R _ Area H- Wetted Perimeter (WP) Adiust calculated shear stress values to account for channel sinuositv. ( R )-05 r max = 2.65r ~ Rc = Radius of Curvature = 61.12 feet W = Top Width of Channel (Equation 10 of "Stability Thresholds for Stream Restoration Materials - ERDC TN-EMRRP- SR-29" prepared by Craig Fischenich of the USAE Research and Development Center, Environmental Laboratory, 3909 Halls Ferry Rd, Vicksburg, MS 39180, May 2001) Table 1 below shows the calculated values for shear stress at various water elevations. . P:\Polk SWCD NRCS\North Pacolet Reach 3'300 Technical'330 Design\Shear Stress\Shear stress calculations.doc Page I of3 . . . ....... =l:!:: s:::: o ...... ...... u V f/l I f/l f/l o :..... U ....... V "" ;:::l bJ) ~ / / I I 1 I I , \ ~ ... " j ... <II " ... .. x ... ! I , , , I \ , \ I i I ) , , , ( I I I I I ". ] J ... '" o I) L!I 1 It .t !( ",j <..1oJ :::~ ~:p " :; " 8 , ,,<II .~ ...:'" 1 .. a. '" ..... <8 Q) en c:: ~ ~ en..c::", .....u92 ~;g;:e ..c::o'-' en ;:l :x: ,5 roen ;;E f/l s:::: o .~ '"5 u - <:Ii U f/l f/l V "" ...... r/J ~ v ...:::: r/J ..... <8 aJ en c:: i3 c:: ;:= '" en ..c:: '" .....U92 a'31:;:e ..c:: C/} '-' en '@ :x: b ",en ;;E '" '" e~ ri5~ --- ~;:e (1) ..c:: en ....... -5 (1) :s! :3 ><<l~ ?..c::q::: 0.. U '-' 0..... f-- 0 v ::g t-< ] ~ :gt) ~ .8 ..... (1) 0.. <<l (1) ..... ,< ~c; 2 c:: en u.g U (1) en c:: o .~ > ~q::: ~ N o ~ o .... Q C'-J ""<t N C'-J ~ ""<t N 0\ C'-J 0\ N N "t o CO? o M Q ~ o ""<t ""! <<: - ""<t 00 00 N \0 M ~ o "t o ~ Q r-- .,e ""<t C'-J N ~ 00 ""<t N 0\ .,e o - ""<t CQ o ..., o ~ Q o lr) ~ M N lr) lr) lr) lr) - V"l ~ .... CD Q ~ Q r-- N lr) ~ M ~ lr) lr) M o r--: o N \0 ~ .... CQ Q lfl Q 0\ -.,t lr) ~ ""<t ~ 00 lr) M ~ \0 N r-- ~ .... en Q \C Q M r-- lr) on C'-J N \0 lr) 00 \0 - M 00 CQ o ..., o ~ Q ""<t 00 V"l r-- N 00 r--: V"l - 00 ""<t 0; - ""<t co o f-- '-' 0\ .... N CQ o lfl Q 00 00 N - ~ ""<t ~ lr) ("<) - r-- M ""<t ~ M \0 - - ~ N .... .... r-- Q C'-J r-- M - C'-J \0 C'-J lr) ""<t - 00 lr) ""<t ""<t 0; 0\ 00 M - ~ ~ ....: ro v .D ~ ~rJi t; v '"d 0.. ~ s:::: 0 ....: ;:::l ;:::l j-' v c:rO~ ~ f/l 0.. f/l : :: :: a f/l f/l f/l V a a a S v v v ~ SSSO:l o ~. ~ 6...~ fr~ ~"""'NM~ ...... o Z r') '- o N ~ co 0.. ~ '-' o ~ 0:: o .~ ::; '-' OJ u '" '" ~ '" .... co " .s:: ~ '" '" ~ Vi .... ro " .s:: f/l -= on 'Vi " Cl o r') ~ OJ '-' 'c .s:: u " f-< o o ~ r') .s:: u ro " ~ ~ " '0 u ro 0.. .s:: 1:: o ~ f/l U ~ Z Cl U ~ f/l .:.: "0 ? 0.. . Permissible shear stress for large angular rock at toe of slope = 10.11b/fr (see attached Table). Permissible shear stress for coir matting on strearnbank = 3 - 5 Ib/ft2 (see attached Table). Permissible shear stress for live fascine on strearnbank = 1.25-3.10 Ib/fr (see attached Table). . . P:\Polk SWCD NRCS\North Pacolet Reach 3\300 Technical\330 Design\Shear Stress\Shear stress calculations. doc Page 3 on . . . . C12 - VWIN Data . . . '--'.1 r ~ J :-;..- ... --:----r,. -.. "'---. ," ......." .~. ~'. . "'~' \I '... 'II'" 't..,,'. .t,,,J '\ f:. l\:,..~.: I'''l<ol~' ';~....." .:tJ\'~'" ., / eN{ ,;(, . I ":.\. '~\' Y ~. ~ ro' "'~'''''~:~~'fi.....~--1.",:",_ .-"r ....-.:.:::..~ ,,' \',.. \'--" .. '. i' :-'-"~~ II . ; c.~. ~~\~i;~k[;~C~~:1'. .;:'2-~:;)r~.~.:.", ~:~~;f~~\~~.;:.::~;~i~:I~:-.i':~~":~~~~::~r' -~,., >! .' .~I ;~ ";' . <~~>;\:.:.~ ~~~~-:T .. : ._:.:;-::;;r ""'''''', 'f,...,.. . -,,, u' I ~',- -'\ '. ., \,:;\v.:, ~."" \. ..... ,', ,'"" I '-.' \ . .; If; . . ,,\ '1.!"~ .. ~ _ .:. . ""l'. .;. -.. ,-,-".r'. I \,' . .'"'' \.......~,.,.' -'-1:'.":.:'..- " ".' '.:.' . . ,y -:l t \'1 ". . 'I' '.' ~S~I....]r. :~j':.t ~ 5"'~ ~...~).l:'-:.,I". ~ .......~.. .",/. ... ,'. ~ : l.,:"'~..:' -. \ .....f.':~l>..\.. . .#. '. f"l ~~l !':.-., ....:\t.S .. .".f.~....-;.. .\~ ~ .... ..,.......~... ,," ~ .~. .' I .... .. ,1....-:' .>-.... l" \ . '\ -" .I~" ('., '.. -" - -- .;';1" ";'~" .":'/..,.:.....\. >0 .. - (,. _ .,'" ~.' ,..-. ". " .;(i'-~.~. :::',,: ~~ .~l )\~~~~.j)(.J':A~1. . :-"!~~j:..~,~r?':>J' ."';ii~~.:;~1~~:!/f:::\:;<~~~?-'!I" . .1 ~\__t.~;:~;,,:, if' '>:J'f' -' .r', 1 .~ ,.,~ "":"'! lf~" -.... ~~: ,,: r~~ "':'.....ollo -- "" SI ~'.. .....~.! I: . ~~. - .j :..' :1. : : .". - .: --' ....\ - ~,. ~ ~ I)';....-?J :;;t;y;"'__.:. .: - ... l-' I ' . ~..-" .. -'- _:-11~".~;..\~_ ~"."'r ~-!_{. :/'\ ..l ~ _ ~EB.:f \!)~- t....'./- 4~'1:, .: -ll 'J, '\:: j/' ~ \' ~ ~ .: "'..;~.~""..:-.r,".".'\~~(~!'~,...~..._ ~< ;. '... 1::07 .... '_l~"f.\"'" ""I.'. ~z~ '-_._~.-.~ __J~_.._....... ._.l...._....:-_.I_.,... ~ '. Ii. ~....' \.J . -/..~_:J... r-J "\----=_ 1"1 ..... ~..~,0;-j />.~',:t:.r~, ,d::~..'.}~,"1 '-.;.-., ':-}l'/"'x' " .' . ,,~. "-\-.-::.",.i-:';-'.~"--'-.'):"\.:/.__-.-_'__'--;~.<_,______._=- . 011.'?(r......I:~~:,V t:~:~i...ll!:.:...:;:~ ;.:'.' -~. ~.i'i\V~:/:.I~ '-'I,:M./'. ~;-".j--~':'. .-A+;"~ I ~x: (I/t'...!__-::./ ,',\'~"~.~ .~<::.....~..... .-..,.) \ I (t.... .' ',~f.il ;;''''~~''':'''_c",.., fJ !"'., . ~('. ~ I -./ ......' ....... '"'~, 'Y'1i,:. II' ~ ..' ~ . \ ..~ .' -,...... ;J.;.~.",-< :"J~'dr-J. h' ~1'..I:,;?07-'>:-:'... V. "I.., .! L:'~. " :"-- -_~'I~"I'r-" 'l......:'\. .:". . ' /_.' .\/, ,.. ...., !.\'\\"\~1\"..}.-~'~',~~ . f\\ ~J..1"':('1 r:); :-..:!~, .,,~. .":':bt: >, 7' I \" ..~ ~ \ r _' r. J -' i' --,,/'-~:. " (. {: \ r "... "lrr.. ", '~"_ . . y'-- ';'~ ~\ ~~.~. .'~' ~,"<: :..../: _.~ . ~..;.. .:~. ~ >...._/\ f r ., -.:-<<f.... -.:"1" "1<-'\.'; '.I~ __'" :,-.1,..:", ";,. I ..,' '> ::i'~ I\}f.<...';:::?~:\~...~,:, '- V...t-\;." \~~ "g,:,.-',;h, (--...;.. -.-- :-. ./. ~ .~. . .<' I' \" ~-'- r,. ' '/ " . \ 1 \ - " :' ., '~'i'~ '<:.:...J(f6~'~' ,.(,"\ ~. :~, ., ,f ,. 1 ~ -'-~'-'~I;" .'. ..:\~I \.,~, \-"'- c:.')' '-n ;',' "'f \ ./ - ~'\:.._L~n_!,jY'!it--j.\:..-;,:rl'~k'..~J>:,'.' ;,,, ~~ 't~\;.:r~ _ -'.~/'~~it"('....... / ~;":i"~~i~/;;Y'~' ,(:~~\h;'1-': 1- /' ....:~ ; ,~I ut--:~::i): ',,~~~,--:.l,;.t '."<:::':-'~-f~'~-.::?\' .:A-----~'--,..,;:4:___ .i:)........ ~--..;;T"".;:......r!l,~~.:..:.:.~'!:~..:~~l. ~~- Ll "Ji,.",/'. .q(';;::;':I~';i -,;t/'~\~0""-:"'L'J\I': :tr!-/, ',I:1:'! ....~:.1.GI.,r!_.~1 - ':' ,.....,:"''\."./'-0-- "-"~.c'J- /....'/r: /. .. r~'..; ~~1", '~,..1....-.--1.~..... r \... .~- L f/" 1'( _ ~3J I; 'j .if - '\'. ......_r - ..\. "l)~;" .... )t\..... -/7(1 .;;.( '.,~! I . .r-~....-..--: , \ ),~;? ,,~~,\ ~~tl'-~'" ~.." c, ""...... "'1'" '-'~'::"~""J"'I(&."?~ ~""'.1" '.f..,,. _ ~l::Y/",' -", ,\.\ ~.l"\-'1 (:,... ;'-:_'/fJ .j: './ A,-'. ' ..~ ..'. ,.1 .... ,-., ~,. /" ".... '/~-- ./ . I~' I ." I'" ',. / 3~~.;';:~"~: >.~/ ( l ..,- 'f... ....i z., ," ,I . .~", ~., r. -'~ J\ ~ -; . :':;:','~- \'1 -;1/]-;-' -,'. ~ \>'1 . f"~ .~~,::::.'/ -. '\,: \ {;;j l .. . 'I"'<~'J''.-'';-':::'I.:'';~! l' ",:{'{,(."1 V\J\.W' \.I\'\lj!."-\j'~~'1 ,',.' .' "-';';-";'.,'- /;..-'\".....""-/ . ~~)l:.i~.. .'I~\::::'t~. :." ""; l':~J '.(~{1",:;, <l~' .~,:)l;,.0-/, '\::',:' \\,1; ':'<I..::.'>-':"'~""".'_ '11' .~r"';'i I. ~\, '7'~~\'..!;'"V/"k1:>'~lf'ta- . \,'...:..:.:,,-....r-! _-::(0:'\,. \ . \'G '.. _' I.if "'<;. ."/,; h~':J .;, ,~",r' ,,--) ,',-'!:,./.r ~ l'~ I '~~'~.':?i~"{-:'::rjiO\ ::r~~ '..;.,._r'1~!1~':._~=S:L+l['?;;:t-.:. \ry:7_.:'= ..,)j';'~(..'f,l8 ':~" ~,>.(. . r.':.-:.:' ;(I.,~-lj":\i ... '~\ ~7! _,' 'Y:["'~f.~o::f~~"!:i.\;:;~~f~...-'t"Q~"~-'~ ~ t' n-' " ~./~~{:\t'''~01.J;fli"i~'~,cs:j{ ~T('''?i ('try;;tr::;--t.:.. 't- "'f- ".c.. .J.,,-::...:' .r 1l.X.h--:..;o,u, 1':'.'~~lJ ;" . .'1.;';l,'J';r~;'-" " .:-, -... ~/.) ",-.,:, l )".., , f. \. ~('. j ~ "~' f:~::t,.....n '.. " 'I,"f{) -,I vfJ'! -v'.. : ,\ '1 ;----?.J() ~:.>'!.-\ '..'0 ~.0 r ')........V ,~'".'. }":~lJ&> :~~'~'1 'v':-:';':"';;'7T 1'--:.:' -:-~lj,""~ [;~'~'or~"~'f/ (:y.. {:':jf09 ',;~ .- I ,{ \.- ''': "~q:;~, J '~::.J, J 'v:"~:; \.~.- .).' ;":~ "~ ;~ r:>t: :~'.;-\;:r.\.: \. ~.....,,~_......., I ,-/:" I ~,-,.7..t . .....-.:1 \ ~~. \";.;' ....,..;/-~._;.,....~~ I ~./..!',~_..;lt;") ~lJ .-;....,:---=-(~" ",,)~,~/ '( i:::.;~i.~,~':'~$~ ;..\~'r~..;~.l7.~'" '~\ ..... - - r::\ '^ r :'_. ~ '~:;-;/".J:JI r-:':(..-<: ':\."..... \~f. '"-' .r. ,iJI !.' c.: >,.:(At;(./':/''i-;.(.., ~7-"~' :\.1 .... L., 'fl. LJ"""i"'~~" ''';}''''1)~~.;;.t-:'ji'If.;\\~'-''',,::};;'' .x)~: I' (\~ r.;r- ,~ ) \ .~~,,-,, ,1(\~\"\~;!24:"",!' \ "'''' ,'-~( ..., "j~:'_"'" ,I', 'If,'C' j/ '. \:{....._') , ,~.: . '~}lr.' +(~ .~. '''f~~'~~;{...'h.''':~~~''~ ',;". ~'. _ .;:?J~"M\Jl'-' i '?j' /':I-r~-:..~ ~.lJ .J..~ ...,....~ '~) I 1;0 \'i1 J : '1'/ .,. I!'~ .~. -. \ ... e,.". ,1''- ~''''U''--~''.. .'. .. :t'J n J ('V< \.( . , . ',,J!. , \ .,.'> ..' /, ;', ,r, J' f' ~i\ -(",;" J, ..1," I '.' 1" "'-- "'\ . ...";.~t'~.: r;'~;H~W-?,;;'r.:-'~,e:. .'t...~ l.! :j:...,,~.......~tr"'4 ~'..~ f-.,:7:<--Y-r'.;~ ':(~ ~..'t1.r~~ r .~ ~ ,1:~.:-.i~.:l.. -':",;.('~ p ~~ - ~ ., \.~. __~~. ,S"a ~) ~. ,~"lf.;:.~:.~rl'-l~;:'\' :..'ri,.~ .~~,:. \ J:;' ,I 'Ii (, '.~\,' :\(":.'. ~'; $.'~ 1!.iZ.~> ",,- IIc.,;;::..::I1 -'7' '?Z:";'(""iL~"/---;:-:-R\j)", . -. . -1'- -'~~f";"~" o:"..,~--::-~ ")>-~.'.J m.,"", '1.'-.1:'+" . ~ I If J 'II -.\1 '(1/;' ~ '1l ,1,. 1;;:--:"';:1 ~ ,..)"-~..,, .~ "II / ~;i' q '/' \ " I, '. ,i'~:--:;.o '. .' ~,\" . 1 ,.yt:lt:'l,,~\[.,~q~ ;;'Ii~-:y., I',,;.,...~~\ \"> " . i~ 'r~.i .:' '. ...I!') ........:, i... "'~,I..r;"..",.'<'''' "v"J '/'.) 4. '1. ':.'~\;'-"' ,;11 <<1)-''',\:'''1;'-'' I'~ J,:~:L \; .1' :1 "!: 't l"'-~" ;...-1: - '~f""'" (1-'\ - 'l ...10......, 1- - -~i /:{., I ,1..-';, ". . I , ". ";or' ~\.' '~ ~.;~.r':Jl~['1"\,....!';.~n).....,"'r. ,.'. \ ;),;," ~,' ..Co"!'"':"~I./' .............C!r, .....;.,7\ .,... 'J'u.. -I, 1:" ~ ",l'V).'< r, ".,~. " 'l'r,!~~ l"tr:-'~":".~ ..... ""'1 (M~ .." ,.'((> '. .....-, . , ... '\.,,' ; - (. y ..k~M\--":,-'1 . ';t./(V-l ......,.........,;..:... I, v.:: f - . r ~. M::"-. '~" J I I '" .. >). ~ \;.~::ti'i,~~.:~,,~\~~\\~JH~~?{.~~~ :.....i:0 :' '.;: !~/'I /: :.:.)..'!-::"-::{'5~~+~~ .,'~li~r;;\.:': ~.~.~,.:)rr,~~"'~"'it,~ '/", ,y.,~,,':; 1:;CJ'\ ,,J. J '."1JI>(\~~:""'I\""}IA~I(" 1" L"/':"\:!?'i-f<"-' ..,. ,;"'Pr7jtJj"i?:-;~I""0,,-:('t'li;."i' ..,.,;,~-.!:...... ~J JO, '"'\. ",. :..i...~::~~~:::-:.:\\.s~;[f.~4."i:~W~~ ~ ,,7'~~r~..~i..-..';r-. t?~l....:..~l.L.\1h~' ',y~:~' \N;,{l . J;'I(\-":; ):.: )oJ:;,.: ~':i!i :l~/;?~~(\ ~ 's' ",~.:--l" ~"/I'L~' 'r'\'" r'~f '''; .' 1.... - ,~- ,--~ .~-. ..........,~c.."'---T->. . >6.~....r;)\\j /~r)";',\,:;" .'~".l).... ~ ,iX" ~l'- i' .', fC' . "".'/.\ ;, '. ',' ,..'..-<,!jl:~' l~"'''\j:' "~"." ,I .'. y.~,-;::) r >0 ~'v ~"~'''_'/' ~ i - .. l, ". ( ..f ,1.~: '... .-r-~~ . I . .. i(.' , ~~':o::,-;;-r. " - '..L '~...A:l:J.Xf" "...?~. . \....-,.../ J',r . ~.I1,.1 J)) '~,.. , I~" ~ ". f""1 L ..... ~"''''':'~'''''''-'''t''r ~'.~l~}.."~;'!;~~,.~'"" '.,t-I ,;~:;,~.:. ,\, .1\ \ ') I fo-::........--.,..JJ . ........--. ...__~.! "hot " ~~),~~ . ,.-...._ . .. ~_ ..... r'f _ i '". ..~..}. .';,:'.~ , I. ...~..~;~~~...;~,.........J!t ~.... .l~ .r:;" ')'h I '''~....\ -t-- ~ \\.- _....~~~.....-=-,. ~..;:/, ~ '-~;.t. ,t O.\ii, ( ~.... ~.~ ,.' ~t-. ..I.r '-. ""'7..>>0,.'\, :....1,,:1..:~::'""\.~..,. .....-...-...:-"'Nlfjc.f"'n,..,.(4 "J''';' r" I "".:-~ \ ~"l" / j ~ \.: I ..~. ~ r j) '....1.11W r"'j "--";;"'1',--;-~.-" ...'~'...d.,;I,"".'f,~...~-.,..}I. (,i: (\. 'or . 1- " ... \ ~"\ ~ ': S".f~ i'J'..:'y' ~~\> . ToO..' T~""-'"'"\.'" ." ....,;;:,.-.,.'. :"J~'~~ bl':~N~_1 'I.~~,,~ '_.oj; ...{t\~~~~/ '(if'/':': .::,\~:..~.~ ":':-..i~-- No'lhfCAACU4JV\~\ t ,J)./ ,l:;r~'{t' \O.....~.~~(.~ ',/!., .. .~. .. 'I ' ~ ~~ j If ::J..{.j:; '~tI7(,..~;rl~~' ;'J'~~ ~i\t~t ~';"il.~\"~"1:'f1~' '.- .. -~Y:!"~"- .~~~~_. . ~~i~P'-:~~w-~"::~~~- in- ...~~-l! _!~ 1~';-~{"'..'\\;;\"~i:.I~'~, :iJl\""..,.,.:~r7..y\"r.:~..r.. \ -(':-'1".......'(.. (i;',G'\.."~l" ii" \\.V;-~;'::""';;.,\,,,"'li--i--' '~_. ". .t[ J~~a"~7!:~~'~::..'~~:~{~bl!~:'~Ni:;f~~h~tl~\f~-d~J~I"~I> ~~. ).. \\J".....^J.j~~tt~rl~i':J 'l\::.~~,lr~l\..j}L'c.~lvJ./~\~);.~;~:: !. __ \ii.., Ie.; $, v., ".. ~'I;(;'-i\Y, ~' .; "''''~ · ,. rt 'o\' 'I 1\, . ~--<;:.\,. I'~ (f(,.... I -;.:2';- (;". ~f '" ,I T , ' ! .... { . .....~ ,~. :.... I .." . \-:":*--.!J~~',")' . . 0..0(;' ~ I '. . ~-. ~ \ 'Irll., ~ """'..J J ;___, -':':! ("t.~l; J :ill i ,,1. . . I ":~~!L!~' J l,.,r~~""'7r.,....~ ...~: "-:"",,,- ~t-::::-~Y' Q' ?~. Ii,$ t ~r-l~.:: ,',,\:" "'j...~ \'" \P. ." I~ .:-! . =--. . · "t:-::z..,......-. '!f ,.1~_ ~":':;(:,.. ~.-._.,. " ,'," ""._",' 4 I .r::, I \' " 1/1_" ")""__ ~ i'\r .. .........~.r. 1'ID\~';.~- .....~.t_~-\-.~~.b. ~rl~_ .C ~ j' ~ . '/l' .L!:L' ~ ~~ ;,1/,1 -'I ~~... ~~~{~..,. ! & ,..ri''':'w~--;....".'.~ 'J~" :, c.'1':/:-"'I 81-:-:' ,l' .(..~..~;;.')('. ':"'"'\-~~' ~- ::i<:;-)' :~~.."."....,.; '" I) '.._....-/.-:,"I.;-.ir:r:.~.\-ii. ~../--:-.-!~>,..._;-rr-: :_ o r ~r J" .; "\...;.~. ~.1C~i ;:'l~ ~ \:-l\;'~'~:~~~"::(""~~:;Xl'" ~ 'iN_c, I. .'~ -::~~)\t~ ~J>~.~ 6 . ...: \J\~'j 11 ~='"'.~..;.... "~' ~# "..~.. ~q;...-.I: '. ,l, :!?~('~J il '". ~.._...)) l.., \ .\..:..r~''''t1!';( '\ L.. "J;.,~f{l~ ~...;\~ ~1J~./,.51 ~,,:,'h'-.r Jj--i~.\'\!' I. \. .' \-. _ _ IJ.' (,:' (t\,~"" i/-),:'. -'i' Y/ . ;-;-t, '0.".:1./. ~ ) \:.:;;~~~,/,':;."', '.. ~~1"""'"<~"" '7~.j,{('"",,\~-!~'~(::1-:"l.j J I"V"}'J@/-r" , .'-I.;.,...:....~ \ ~.I! " ~f!; l- " ("lip"ltl I 'i~ l~f..r31 0\,1 . .' "':;.'J-'r!;.::l.;':,!!r.t.-:y--.;,.-'l;' ,...'~~ '..,.~~..' ;;i7:':/~~\-:"~f";': ,'r" .::;;.< -Cl",\,\;, '). '.' <C ~\\,~ l~ 'III:'~'~'))~ r..r.~,/ V,/,!) ~'i/;':.,J''>-'';..:Jl......s:-'Pi-'\ \,;'i(.Tf0"'.,..,: ;:I'r~}lM'r.,'''"~r.-I(.:; '-. .,~""~,,.. ..... if'l'(" \...:. > ..'!,')"'~' "I.(I /... f.. . '" I. . '~l-:"'" "/1... '''";,,, ......-( r~: ~~-s.:..'-' '< l' I. .;.....:..... I.~,I,. ,..,'r ~ \.. ,\,;.;.-;-., ~ ~' .....:-~ ..;..2~.:~..\??~.,. '. : " ).'(.7, ' !'..t'::.r;ii.~'~~~.:i"~,,j...,.~~..;.,,..;:..~.....-.;:;~;;..~'~'\L....:;.:..j-.t ..~\ '. ',~~,.,"" -",~,,'~.J {.. . ~-,;~:=~.. - : . fr'lF-r:::..rL'.,.~\I-~1X;~~ '\~";":,;:,~'';~J~~\::'';i N: 1~~.~",:,"'x';'!";;'P, '.\\51.' ~ .:Se:. I" L ' ;)\It\~~:~~<" i ~'(;:::' ~,:.'#(')'~f~ .~~~~~r . .~R.{~~~~~'1~1~~<f~~,g~~~~;~~~~ii;',\-" 'l~~.: ':-1" -.'~~;,,:; f~ ~' .:~. ...-~r\:"'! ~ -\\:, I,~ ..' 1",:..,:.: '; ., ~. . ....\:\~~:i; W-Y--,. \:.~t;l ;-;:"~'~~~~r.'._:~:t~;;':::'~ I '. (f~.~ ..;;~ 'X"~~, 'k :/'\"/"1.','\'\"1"' ~'~';'11)' \\"Jt;:.:.:\ ;" ,'/'~ \fA:;p~~~\ ~,).~~, '1:t:~.), ';tV.91~ \ :;.t~~~-'hJ l \, '::~~'I '. 'r/-~':~' '7'. ~t\.;.: ~{~i~ '~:"'r.:.. ~\:r.!J\ "',1 J1':-:fTI, - - '%;:'_-$-/....~~~%~,$:-i.odriual:'- -(5-'\i~:~ZlA\!;~i.~:~?- /\(". ?~. .~.,.'\/z.i,~. \.(- ") ~" ~:~3J-~~:~' ,\ ~J\/ l~~ , ..' .\ I" . or. I.' "..J/.,\ ' l' .. \..~,,,, ~'-"~ ,,,~'. "./J) " ., - j" ~~.>~~~.L'~.:i....i. f,,"J.\~_ ;~.<-'!-..t..L~.. \....-1. r( I'~"-.:'/~\?"\ '~......r...vv;~ / I .,~ ~\ ..' t ~"'7.' ~', ( .; 1 ':~r:\~i'- '-,fQ;f..-:c~"if(r,.~~.- ..h.....~ l.~-/)---L-. ._~.,.\....l- -\;::-r"~"\~91/""" J ~.:{!~r:l "~-J . \. .: ~. \...".\ "\ .~ l.:t.~~4-~~.~~J?>~~,1i'1j(!':t,/ .\..:~~~'\'. ;flA?Ji~..1~kJi ~~~~~~r;~:)i-l;J I i..:~\1.v14...';r j'~\:i$ --f~ '1\{ <--') 1 "\..,' !)~.- , I.'\' (,\ \----~:= \ I '\ . ,:.,.,. '.1;'---'1'" ~, DAT So R E' Legend \ \j1;! }.jfff.-\..{}j'- "~~:~~\; A U C i{' ;)it~ 'oll'i!" ) ^::~ I. & PACNWIN Monitoring Location q-0' .';'{-;J~~L1! I'.,J' -d..3: \~( :41t.~~ \ /jiir... 'jf7i ;~~ _-/,:.:~,"(~)X-..:.\ j/' G 7 ..--:. ) )~,..;.,. ';:\\2}5'\'1 ", ~Reach 3 - Project Reach UNITED STATES GEOLOGICAL SURVEY - LANDRUM QUADRANGLE CREATED 1983 REVISED 1987 2. PAC MONITORING LOCATIONS - PACIVWIN (PACOLET AREA CONSERVANCY/ VOLUNTEER WATERSHED INFORMATION NETWORK) NG NEERtNG B HYDROGEO 50 COLLEGE STREET. ASHEVlLLE. NC 28801 Tel. 828.281.3350 Fae.828.281.3351 www.altamontenvironmental.com G Y PACOLET AREA CONSERVANCY/ VWIN MONITORING LOCATIONS VICINTY OF REACH 3 NORTH PACOLET RIVER ALTAMONT ENVIRONMENTAL, INC. DRAWN BY; JENNIFER HILL-VERDE PROJECT MANAGER: JOEL LENK CLIENT: POLK COUNTY SWCD DATE: 12115/08 o SCALE 2,000 POLK COUNTY, NORTH CAROLINA 4,000 Feet P:\Polk SWCD NRCS\North Pacole! Reach 3\300 Technical\310 Data Colled.ionl312 Flgures\GIS\PAC Monitoring Locabons.mlld . s CI c en c "C ~ C o :E ~ C ::J o o .lll: o n. z ~ t: o .! .-.e11 IIIZ C C ... 0 ~:;:I ell ell a.E lii,e .c c 10-;: ell S ~ ell E~ ~ lii Cl S .-. 650 :Co!:!:!. ~>e11 ~1!:a ......:;:1 ~ '0 ~ (.)1::- oell~ ~ a.:: Cl III ell Cell:;' elI.-.O .co- ~~~ C ..... ell .! >- E 'i g C E ~ .g ell ell ~ ClIIIW ~ C ell eII0_.c > 0 = .21 ':elI~.c ol!!'5i~>- Zc(c(eII> 3:....>elI C ..! 0 II 1! ._ 0 Z ~ III liJ:;) ~ II SQ.eII.c~ 'jjj ell :5 .21 E~ .c.c g' ... ~ II .= .;: ~ " CO') 'i ~"~iiE 6 ~.:;: E II Ea.~oCO') Ea.c": ~ 8 III II .c ;: ell N ~ >-g~ ~II = ell ~ ~ N .!.." c.2 ~ iii ~ ~ II ~ ."!"'E-_ 6 ~ 'jjj ... II '-011I ... -Cl(.)elICii Cl l!! - > c lIIel1..!C ~1:;'~E'~ o ~ C ell ell III a.:;,s'fil!! a. S~o~~'ti~ o Ztl~~ NM o <( n. - z ~ 10 - o Q) Ol 111 Q. ::I: 0. ~~om~~NNNOO~NOO~~~~NNNoo~mm~Nmmo~N~Nm~~OON ~~~m~~~~~~ ~~~~~~~~~~~mmm.~~~~~~m~~m~~~ r..: ~~tltl~m~~~~..~o~~~mo~~~~~OONooooooooo.omM.~ ~a-~do~ddoddo ~dooodddoddddo d ~d~odd~~ .!! = 0 ~ ~ ~NN ~ ~~ " gsbtMoM~N~~MM.MNmmM 'N- ~N~MMM.N.M~~ ~~~~~ = M , , mlo ., . ~I~ , I m~-m~~Mmm-MOONN~m~~OOMo N~dO~~M Nd~~.~~~m~~_~ ~ ~ ~ ~ M ~~tltlOO~.N~~~~N.o.om~~No~oooo~Mm~~Mmm~~MN~~M ~aN~ON_MNN_~~ ~ NNN~N.NMMNMO ~o~-O~-.N~.NM 0. = 0 _ o u ~ ~ tl ~ 0 ;2' ';:. - ~ ~ c...., " = E cn~ ~ - ~ ftj OOOOooooNNmoo~oooooo~OOO.OO~OONoooooomNo oONNmoNoo.~-mNNmm~d.oooo~~NN-~N~~~~Nm~oo~ NNNMNM~M - NNNNNNNNNN_~ --~-~-N~N~N ~ a- E .; ~ :;::; II) u 0 = .c 'C E c = o u bt 000 _.~Nm M~M. U)~~~ oo.moo~o~mmm~~~m.ooom~~MNM~NMNN_O OM~~~.oom-~~~~~~.~~M~~N~OO '~N~~oo~m~ mo~.o~Mm~ooo.m.m_m_OON_-m ~mm~o~oo~oo mNNNNN - ~ ~~_~~ _ __ _. ~_ ~ ~ - m tJ) ~tl t ooOO~NNooomOONoooNomNm'<:I'NmN tJ)a.~mooOO~~.NN 0 NOMm~~~~~~_ .... E .,; -~ _.-~ N'r-~ .NNoom -~~ood~ ~ M_ OO~N doom -MN mNo ~m~ MNN ~ 'C :c ~ = - ~;..~ ooooooooomNMooooOOoc::>oo~oo._ .... omN~.m~m.~ ~ ~d.~~~~~.M_~-M Z ~ ~ -- --M ooooooo~ooo ~~~~~m'--N~~ - MNmN - .so"'~:~ ~ 0 to- , .c D. "00 Q. II) 0 0 II) ~ o ~ -aa ,g E 1:: o ~m.~oo~ooo ~~~~oo-om ooo-d~_d -~mOONmN.mM.<:tm~~oo -~..oo~mo~cv)~N~N ~oc:iddod~oddddd -m~Noom.oo~.m~Nm ONMON~OOOM__O.- ~dooddoddoddo Z ~tl ~ NMNMNN~~NOM~MMN ma~~odooddddd dddod - EO 0 .;: - 'c S l! :'!:: c ~I~ M N N ~ N N N 0 ~ N ~ . M ~ . m M ~ M N N 0,0 0 0 d d 0 0 d 0 d d d 0 0 d 0 0 _ d d 0 , I , Z ~tl ~ M.~M~M~ONo~omMN'--MNcV)~o~_omOMNNONN · ~S.ooooooooo 0 000000000000 0 000000 .!! ....E' "oodooddood 0 odooddoddodd d oddodo c 00 o E E ~ mMo_ 0000 oodd Q)C:;- 0.- a- .5 l! ~.MN-MNMMN.-MNM-NM.M.M~.M._MMNMN...MM_ EE m ~ ';) .!! NMN-~NN~~NM~MMNNNM...M_NM._.MNM~MM.MMM ~ ~ ~ ~ MMMMMMMMM mmmmmmmmm mmmmmmmmm ~'r"~~~~~oc-oc- (]) x c........<:I'.... C> ro .- m m m m m m m .:;n m m m m ~:::2::::2:mmmmmmm.:;nmmmm Q) oc- ~ oc- ~ .,- .,- oc- 'r- .,- .,- .,- .,- ~ (]) x c C> ro ,- ~:::2::::2: (]) ~ ~~~~~~~~~~~ mmmmmmmmmmm mmmmmmmmmmm .,-.,-.,-.,-.,-.,-oc-.,-.,-.,-.,- ~ ~ 'C .NOO.OO~Mooo NNNNNNNN~ mmmMOO~MI--.NmN NNNNNNN':'>lNN__ OO~~M~.NmMOOOO NNNNNNNNNN_ ~ .c - c o E .~m~oomo_N ~~ - -NM.~m~'X)mo_N - ~- -NM.~m~oomo_ - - - ~ Q) - 'in ~~~~~~~~~ ~~~~~~~I"""~~I'--I'-- I'--~I'--~~~~~~~~ . . It) - o N Ql 01 III a. ~ ~~~Nm~moo~~~N~~O~~IDoooo~N~~oo~~O~O~NooOOm~~OM~N~MMN~~oo~~NmN ~ ~ ~~~~mmm~~~~~~ ~~mm~~~~m~~~~~ ~mmm~~~~~~~~~~ ~~~~~~~ " ..JNM CU 'j:;, ci .! :;' ~O~o>~ooOO~~~CION~ 00 MO~I.C)OOOOOClO M ~ ~ ~ OMmo>~mM~mNOOON~momOOM~ ~~ocicioo~cioON M ~ocioci ~1.C)~mMNO~MO ~Ncici~oci ~ ~MOMO ~oci'-:ci U..JNOI.C)~~~~mOO~~~~OO~Nm~mm~~~o C~~~m~~mM~ooNMN~~M~~Nm~M~~N 'N:;' M v M ~ 1.C)00mOOOOI.C)0~I.C)~OMOI.C)0~mOmmNO~~~0~ mNcim~ ~ No~ciNO'-:~~cioci N ~ci~~~ N~ N N~ N N ~..J~~Nmo ~~N ~ci~ ~::::I ~ ~ o U OMool.C)~~OI.C)C'?~~O>O ~oci~O~~~NO ~ ~ ~~~~~~~~~~~~N~d~~~~~d~~~;~~M~~~~~~~ ~:::!~ .- 2l N :S EN CU ~ ii oomNomOOO~OOOO~Nmo~oooomNO~ONNOO~~N~OOOOOOONo~mO~NOOOO~~ooO ~NN~~~~mool.C)~oC'?ooNMoo~moomN~m~N~oociN~m~oo~ooN~m~~~mNNM~oo~N~N ~NNNNNNNNMN~ ~~~~~NNNNN~~N N~-~~~NNNNNMNM NNNM ~ EO m ~ ~ ~ 0 ~ 0 0 0000 NI 0 m 1.0 N 0 0 0 0 0 0 0 0 000 0 ~ m;o....." moo ~ moo 0 0 1.0 0 m M moo 000 - uooooo~~m~l.C)cio~m~~~oo~~cil.C)~oo~o~mci~ocimool.C)cioomoO>~~NN~~~OMI.C)M~oo~~ >-~ 1.C)1.C)~l.C)m~MNOM~~1.C) ~~m~m~m~moo~~ol.C) ~ ~l.C)m~m~OOI.C)Mool.C)~N mOM~m 1; ~~ -.r- ~.,.-~.,...-.,...- ~.,.- .,.- "'-N.,.-N .,...-.,.-.,...- ::::I .e " E S ::::I U 0..JON~m~OONmNm~mNNmN~~Nmooommm~NN~00>N~aNomNmON~~~~N~~~ooNO00 0)mNoo ~O~mI.C)M~I.C)M~~oo~M~~Oooml.C)~cim~~ci~~ciNmci~~I.C)~I.C)~~ci~~l.C)ci~ci~N~ ~ E M ~~ ~ ~ N ~ ~ mN~ ~~ ~~ m N ~ ~~I.C) 1.0 ~ " :c ... ::::I .. ~~~~MOOO~~O~I.C)MI.C)~~ffioooml.C)~moo~mo~oo~~m~~OI.C)~ooooooomoo~ ~... mOM. . ~Moo~N_ M~~ I.C)~,-Noo. MO N~. ~~. mm~~N~~ Z ~ 1.0 m~ ~ N~ ~~~ ~~ ~ ~ ~ ~mmommm~ ~~N~N~N~ 1.0 CD ~ 0 1U 0 ~ .e a.. 0 ~ In In CU ,g ..J ~~ ,g E 1:: o Ooo~~I.C)M~~m~mMm~ ooO~MNN~I.C)M~mID~ ociociooociociocici O~~~NMoomONMoom~ooOMoo~l.C)mN~moo~oomOOI.C)O~l.C)mm~Mm ~~~NNMNN~mO~NO mO~~ONNNMI.C)MI.C)NO I.C)OMMM~M ciciciociciciciociocicio ociciciociciociocicicici cicioocioci Z..JNO~N~MM~~MNM~~MO~~~MM~MNNMNN~mom~~~MM~~I.C)M~MM~OI.C)Moo~~MM ~)ci ~ci~cio~ociocicicio ~ciciciocioociociocici cioociociciciciociocio ociocicicio 1: E ;t:: C Gl .. l! ;t:: C Z ..J Nom 0 N N M m ~ N ~ ~ ~ N NON ~IM N ~ 0 ~ N N N N ~ N 00 0000 c. ~ m 1.0 m 00 00 ~ m ~ m m 0001.0 ~ 00 00 m ~ I ';:;, 0 0 ~ 0 0 0 0 0 0 000 0 ~ 010 0 0 0 0 0 0 0 0 0 0 ~ ~ .... 0000 0 ~ 0 0 000 ~ 0 MOO 0 0 ~ ~O ci cioooociociocio ocicicioociooociooci ci oocicioocioocicici ciciociocici o E E CU ~~~M~~~NNNN~~MNNNN~~~~N~~MM ~ .5 l! MNM~M~~MM~M~NM~N~NMNM~~NN~ E~~M~~~MMM~M~N~~NN~_~~~~~N~ = a; ... > 'In.! ~NM~N~~M~M~N~MN~N~~N~~~N~~N "'1.0 CUm ~~ Q) x s::: e> m .- ~::iE::iE Q) ~ mmmmmmmmmmm mmmmmmmo>mmm mmmmmmmmmmm ""'-"'-"'-"'-"'-"'-T"""''''''-'''-.,.-.,.- Q) x s::: e> m .- ~:2:? Q) ~ ~~~~~~~~~~~~ o>o>o>mo>o>mmmmmm mmmmmmmmmmmm ""'-"'-""'-""""""""'-T"""''''''-'''-.,...-.,.-.,.- Q) x s::: e>m""" ~::iEOO:::: Q) > <( 000000000000000000000000 mmmmmmmmmmmm cnmmmmmmmmmmm T""""'-"'-"'-T"""'T"""''''-'''-T''""'.,...-.,.-.,.- Q) x s::: e> m ,- ~::iE::iE Q) ~ mmmmo> mmmmm mmmmm .,...- .,...- .,.- .,.... .,.- i;~ " ~~MI.C)N~~oomMOO NNNNNNNNNNN I.C)NNm~oomM~I.C)N~ NNNNNNNNNNNN ~ooooI.C)M~I.C)Nm~oom NNNNNNNNNNNN ~~oo~N NNNNN .eN .. ~ C o E ~NMl.C)m~oomO~N ~ ~~ ~NM~l.C)m~oomO~N ~~ ~ ~NM~l.C)m~oomO~N ~~ ~ ~NM~I.C) :. CD .. 'iii~ ~~~~~~~~~~~ ~~~~~~~~~~~~ ~~~~~~~~~~~~ ~~~~~ . . . III - o l') Q) Cl l\l a. J: T"" ('") N'<t ('") 0 T"" I'-- CO I'-- T"" 0 0> 0 N N N "I 0 T"" 0 0 I'-- N 0> T"" T"" 0> T"" '<t N N ~ N NO> ('") I'-- '<t 0> 0> 0> 0> NN N N ('") 0 T"" <X> <X> I'-- Q, r-..: r-..: r-..:r-..: I'-- r-..: r-..: r-..: r-..: r-..: CO I'-- r-..: I'-- I'-- ,.... I'-- r-..: r-..: I'-- r-..: CO r-..: r-..:<Ci r-..: r-..: r-..: r-..: I'-- r-..: r-..:<Ci I'-- r-..: <Ci<Ci CO CO r-..:r-..: I'-- r-..: r-..: I'-- r-..: <Ci CO "C ..I (,")N ~ ~"! ~ 0 T"" T""O 00 "! '<t ('")00 0 N <X> 10 ('") ('") T"" <X> 0 '<t T"" N ('")0 0 I'-- 0 ~ 00> 0 N T"" 0 N 0 10 0 00 0 000 ('") 100 0 III ~ T""O 0 00 T"" 0 M 00 T"" 0 00 0 ci 10 0 ('") 0 10 0 -.i 0 00 N 0 0 0 0"-: 0 -.i 0 0 0 0 00 0 00 0 00 J! :J T"" T"" Co) ..I T"" 0 <X> "! 0 CO <X> ('") T"" 0 N ~ ~ I'-- I'-- 10 0 <X> N ~ CO CO CO N I'-- <X> T"" ('") 0 0 N 0 ~ ~ 0 0 T"" 10 T"" 0 0 0 10 0 "! 0 0 10 T"" '"": 0 10 N C ~ 0 0 '<t ('") 0 N 0 0 N T"" 10 0 <X> T"" -.i C::> N T"" 10 0 N 0 T"" r-..: 0 0 0 10 0 T"" N -.i 0> M r-..: 0 0 10 0 T"" Lri 0 M -.i T"" 0 '<t 'N :J T"" T"" N T"" T"" N ('") ('") .. ..I 0> T"" I'-- "! ~ CO <X> ('") 0> CO '"": ~ 0> "! 0> 0> ~ CXl I'-- 10 I'-- N 101'-- 0> 0> 10 CO I'--N 0> ('") ~ <C 0> CO ~ ('") 10 ('") I'-- T"" ('") 0> <X> ~ I'-- 0> ~ "! 0> ('") !.~ cx:i NCO '<t T"" 0 ('") <X> 0 T"" T"" 0 T"" N N I'-- 'r-" ('") ('") ('") 10 ('") 0 0 0> 0 T"" T"" 10 0 T"" C\I T"" 10 N 0> 0 0 N ('") T"" -.i T"" ('") T"" T"" T"" 0 Q, :J T"" T"" T"" T"" 0 Co) ~~ '<t 0 "! 0 <X> <X> 0 10 N <X> CO '<t ~ <X> ~ ~ ~ c:--l <X> CO ~ 0 10 N 0 0 0 N CO ~ '<t ~ ~ '<t '<t 0 '<t CO '<t '<t CO N <X> '<t <X> ~ "! ~ <X> <X> <X> 0 0> M T""I'-- N 0> 0> ('") N ('") <X> ('") N 0 N '<t 0> <X> t'l ('") I'-- 0 N N N N N '<t <X> N N <Ci CO 10 ,.... 0> 0 0> N 0> T"" 0 N M M -.i 0> ('") T"" Lri r-..: cx:i cx:i N = E N (,")N ('") N T"" N NN N N N NN C"l N N N N ('") N T"" T"" N ('") N N ('") C\I N N ('") ('") ('") ('") N N N N ('") ('") N N ('") N III .llI: ii ~ E ~ 0 0 ~ N "! 0 <X> '<t "! N 0> 10 ('") 0 CO "! Cl 0 0 N '"": I'-- "! 10 T"" '<t ('") I'-- 0 0> N <X> C\l1 C"? "! I'-- I'-- <X> N <X> 0 I'-- 10 10 0> T"" ('") 0> <X> N '<t 10 N -.i r-..: 0 0 0 M Lri r-..: T"" Lri <Ci Lri cx:i 0> cx:i -.i M T"" 'S; ~ T"" 0 N '<t ('") T"" <X> T"" T"" 0 ('") 0> I'-- N T"" .,...- 0 10 <X> T"" T"" T"" 0> I'-- 0 <X> CO T"" CO ('") T"" ('") I'-- '<t T"" 10 10 T"" 10 N ('") 10 N CO ('") 10 CO 0> T"" 10 CO 0> '<t <X> t"'l I'-- 10 I'-- T"" c::o 10 0> 0 CO T"" ('") 0 <X> <X> '<t '<t CO CO <X> CO CO 0 N I'-- 0> 0> 10 0> CO I'-- CO 10 :;:s en T"" T"" T"" N T"" T"" N T"" T"" T"" .,...- T"" T"" T"" T"" T"" T"" T"" T"" .,.... T"" T"" T"" T"" T"" N T"" T"" Co) 0 :J .c "C E c :J 0 Co) I t/) ..I CO CO CO CO "! N <X> N -.::t: <X> '<t "! -.::t: '<t '<t 0 -.::t: ex) N c::o '<t CO 0 N '<t <X> CO 0 -.::t: '<t <X> "! '<t ~ <X> 0 ~ T"" ~ -.::t: 0 CO 0 CO <X> ~ <X> '<t N 0 ~ <X> I'-- t/) a r-..: Lri 0> T"" T"" 10 0 T"" '<t 0 ci ('") CO '<t CO <Ci CO N 0> 0 0 Lri N 0> ci 0 T"" N N '<t N T"" 0 C' 0 N T"" N T"" 0 <X> T"" '<t Lri <X> 10 <Ci -.i M '<t T"" -.i .... E ('") T"" 10 N I'-- N 10 ('") T"" .,.... ('") 10 N T"" T"" T"" T"" ~ :J 0 0> ~ ~ ~ 10 CO T"" 10 10 '"": ('") 0> I'-- ~ 0 10 N 0 ~ 0 0 0> 0 '"": 0 0 CO '<t CO 0 0 0> C' N 0 10 ('") 0 0> T"" 0> T"" ~ N T"" 0> ~ 0 N 10 0> I'-- .... 0 '<t <X> N T"" 10 N T"" 10 T"" T"" ('") CO -.i CO 0> CO '<t ci N 0 <Ci T"" N T"" -.i 0 CO Lri '<t 0 N N .,.... M T"" M N '<t N <Ci '<t <Ci '<t 0> '<t <X> 10 0> CO N CO "C Z '<t N 10 T"" T"" '<t '<t T"" .,.... '<t T"" T"" :c T"" T"" .. :J - c>> ~ N ('") <X> N 0 '<t I'-- 0 ('") '<t 0 0 '<t 10 T"" T"" 0 N CO 10 10 10 0 N 10 <X> '<t N CO 0> 0> CO T"" C' 10 0> T"" 0 T"" N 0 '<t ('") I'-- CO T"" CO I'-- '<t I'-- '<t 0 0 - 0 ~ C"? "! ~ C"? T"" ~ I'-- T"" ~ ~ "! T"" ~ '<t I'-- 0> ('") CO N ('") 0> T"" N '<t T"" 10 ('") ('") T"" I'-- ("1';' '<t T"" '<t I'-- T"" T"" T"" N T"" ('") ~ CO CO T"" "! 0 0 III ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci .c D- o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c' 0 0 0 0 0 0 0 0 0 Q, en en III 0 ...J .c Q,~ ,g E 1:: 0 Z ...J ('") ('") "! ('") N ('") ~ 0 <X> "! '<t '<t ~ ('") ('") ('") ('") N ~ N 10 '<t 0 CO N '<t 0> ('") N '<t I'-- '<t ('") ~. ..- 10 N 0 0> T"" ~ N '<t ('") 10 ('") ('") ~ '<t 10 ~ '<t 0 I ~ ci ci ci ci ci ci ci ci ci ci ci ci ci ci 6 ci ci ci ci ci ci ci ci ci ci c>> 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - E 'C ~ c Gi - l! ~ c Z ...J I'-- ..- 0 10 ('") 0 I'-- 0 '<t ('") c::o ('") co '<t I'-- 0 T"" <X> 10 I'-- T"" 10 0 10 ('") co co 10 10 0> ('") T"" 0 c. 0> <X> I'-- 0 co 0 0> '<t N 10 0 0> N 0> N 10 '<t N 0 I a N ..- T"" 0 0 ..- 0 ('") 0 0 0 0 0 0 ..- ..- 0 N 0 N T"" N 0 0 co 0 0 0 N T"" 0 .,..... 0 ('") 0 co 0 0 0 0 T"" 0 T"" 0 T"" 0 0 ..- .!! 0 0 ci 0 0 ci 0 ci ci 0 0 0 0 0 ci ci 0 0 0 0 ci 0 0 0 ci 0 0 0 0 ci ci ci 0 0 ci 0 0 0 ci 0 ci 0 0 ci 0 0 ci ci c E 0 E E III C>>O:;- ('") N '<t T"" N '<t T"" N '<t T"" T"" T"" T"" T"" ....- N T"" (t) '<t T"" '<t N N '<t ..- T"" ('") N ..- T"" ('") ('") N "I N ('") ('") N ('") ..- ('") T"" ('") ('") ..- ..- N N '<t ('") ('") N N Q,- ~ .5 l! E is: ('") ..- N T"" T"" N N '<t T"" T"" N T"" T"" N T"" ,- N '<t T"" '<t N N '<t T"" N ('") ('") N T"" ('") ('") T"" N T"" ('") N N ('") ..- ('") N N ('") ..- N N T"" ('") ('") N ('") N III 'i) l! > - J! en .. 0> 0> 0> 0> 0> 0> 0> Q) >< ,5 0 0 0 0 0 0 0 0 0 0 0 0 Q) >< c: T"" T"" T"" T"" T"" T"" T"" T"" ..... T"" T"" T"" Q) >< ,5 N N N N N N N N N N N N Q) III ~ 0> 0> 0> 0> 0> 0> 0> Oleo ~ 0 0 0 0 0 0 0 0 0 0 0 0 Oleo ~ 0 0 0 0 0 0 0 0 CI 0 0 0 Oleo ~ 0 0 0 0 0 0 0 0 0 0 0 0 Ol 0> 0> 0> 0> 0> 0> 0> ~~ 0 0 0 0 0 0 0 C) 0 0 0 0 ~~ 0 0 0 0 0 0 0 0 CI 0 0 0 ~~ 0 0 0 0 0 0 0 0 0 0 0 0 ~ T"" T"" T"" T"" T"" T"" T"" Q) N N N C\I N N N N N N N N Q) N N N N N N N N N N N N Q) N N N N N N N N N N N N Q) > > > ~ <C <C <C 1; I'-- '<t I'-- 10 ('") I'-- <X> 10 co 10 N ('") '<t N co ('") <X> 10 co I'-- '<t '<t <X> 0> ('") <X> 10 N I'-- '<t 10 <X> ('") ('") I'-- 10 N I'-- '<t <X> co ('") '<t N N N N N N T"" N N N N N N N N N T"" N N N N T"" N N N "I N N T"" N N N N N N N N N N N T"" "C .c co I'-- <X> 0> 0 T"" N N N (t) ~. co co I'-- 0) 0> 0 ..- N ..- N ('") '<t 10 co I'-- <X> 01 0 T"" N T"" N ('") '<t 10 CO I'-- <X> 0> 0 ..- N - T"" T"" T"" ..- T"" T"" T"" T"" T"" T"" T"" ..- C 0 E ... CD - 'in I'-- I'-- I'-- I'-- 1'--1'-- I'-- I'-- I'-- I'-- t---, I'-- I'-- I'-- I'~ 1'--1'-- I'-- I'-- 1'--1'-- I'-- I'-- I'-- I'-- 1'--1'-- 1'-- I'-- I'-- I'-- I'-- I'-- I'-- I'-- I'-- 1'--1'-- I'-- I'-- I'-- I'-- I'-- i . . . It) - o "It CIl Cl (IJ a. X ~oooo~~mm_~--N~~~~~MN~~.~oo~NN.~~ooN~N~NO~~~~~N_~~~_~~~~N ~ ~~m~m~~~~~~~~~ ~~~~~~~~~~~~~~ ~~~~~~~~~~~~~~ ~ ~~~~~~ ~~OOO~~OO~~ONoo~-~_~~-o~-m~NN~m~~~_~o~~mN~~m~~~N.O_N~Nm~~~ ~go ONONNNOOOOOO NOOOOOONOOOOOO N 00000-000000 -OOOO~OO U~~OO-~OO~.Nm~OO~~~-ONom~-~o~~~_m~~o~_~o~~~o~~oo~~o~oooo~~ C~~ O~.ooNON~O~~_ ~ .O~O~OOON.~N 0 ~NOO~mOO~.O~ ~ -OO-NN 'N 5' 00 ..- ..- 00 -..- N ~ =::!. ~ N ~ ~-O_ ~ ::1- o U ~00000~0~ ~N~~~__ N -~~~.~~(~~~~- -000 ~OOOON_ N ~oom-~oo~-~~~m~o~~~~OO~~ NOO__OO NOOOOON..-__..-_O_ -~om~~~~~ N Ooom__ ~~oo~~O.OOOOO~O~O-ooNOOOOOOOOOOOONN~OO~O~~~~~OONNmOONOO~~~ -~OO~ON~Nm~mNNNN~NN-~om.N"-NN.~N~N~-NOOOON_..~~~~NN_NO~oo~00 ~ g~NN--NNN-N"-NNN ~NNNNN~NNNN_ NNN-NNNNNNN_ ~NN-NN <'II ~ ii ~ 'S; :0= U ::I ~ C o U Em~~mo.~~~m~m~~~N~m~~_~~~~oo~~~o~~~m~~~.~m~m~~~m~~~~~~~o~moo UOO~,~, ooN~m~NO~Om~~~, oo-N~.ONNoooooom~~m~NNoo~m~~NN~~mNOm~NN~ ~~~oo~.~.~~mm~m. 00 mm~mmmmm~.m.~ m.~~~~~~~mm~m~ ~~m~~mmm o ~ E ::I ~=::!NmmON~~.OON~O~oo~~~Noooo~~~Noo.~OO~~~Ooo~~~~O~~~~~~~~~~N~~~~~~ ~ ~~--.mO~~O~mN.N "-~.O~~-~N.mm~. ~~.~~ ..,~,~~,_.~,_ ~, .~.~.~~,_~ I- E'N ~N~~~__ · -m _ m ___ _ ~ ~ ~ :c ... ::I .. ~m~~o~~oo~om~m..o~(~~~mmom~oo-~~m~~~oom_~o~~~mmmoo~m~mmo~~ I--N-O~-~Ooo~~N~~~~_(~.N~~~NN~~~. ~Nm.m~_~~~~~~~ -~~N~O~m Z ~ oo~m - ~ _..-_ ~ <D ... ~ .. 0 ~ ~o..O ~ en en <'II ,g ~ ~'2 ,g E ~ o 0~~b~~~~~~~~20~2~~~~~~~~8~2~0~8b~~~~~~2~~b~0~~~~~~~~ 000000000000 00000000000000 00000000000000 00000000 Z~~Nm~~~~~~~~~~. dJ'2000"-0000000000 :E: E ~ c S l'!! ~ c -~~.~~~~~"-~~~N~O~_~~~~~~.~~~~.O.~.~~O~N -0000000000000 00000000000000 00000_00 Z~NN.o.m~moo~oomoo~o I ~-OO--O-~O_OOOO .~ E'ooo-oooooooooo o E E <'II ::~8~t;2t;~~~~~~bO 0000000000000 -~ommm~mNOON~mOONmoo.~m_o -0-00000_0_00_ -00000__ 00000000000000 00000000 <D;;; ._ ~- ~ ,5 l'!! .~....~~-NN~._..- --N.NNN~--N.-~N-N--.N"-_N.N._NNN.NN EE~-N.~~..~~N-N-~.-NN--N~--NN-~N~---NNNNNNN_NNNN_N__~N_ ! ~ 'U).!! ~~~888888888888~~.~~ ~~~~~~oooooooooro~~o ~ .~ .~ .~ N N N N N N N N N :v N ~ ........... 00000000000 00000000000 NNNNNNNNNNN Q) x c: C) ro .- ~~~ Q) ~ ~~~~~~~~~~~~ 000000000000 000000000000 NNNNNNNNNNNN Q) x c: 0> ro '- ~~~ Q) > <( mmmmmm 000000 000000 NNNNNN i; ~ ~NNm.OO~~~~N~ NNNNNNNNNNNN .~~.Nm~m~N~OO NNNNNNNNNNN_ N~~~oo~~~~Nm~ NNNNNNNNNNN_ ~~~N~. NNNNNN ~ .. c o E -N~.~m~oomO_N -- - -N~.~m~oomO_N - -- -N~.~m~oomO_N - -- -N~.~m c---.::- f--- :!:. <D .. 'in ~~~~~~~~~~~~ ~~~~~~~~.~~~~ ~~~~~~~~~~~~ ~~~~~~ . . . ~ N~OOON~M~~OOONMN~OO>O~MO> ~ ~~~~~~ ~ ~~~~~~~~~~~ ~m 'a .J~mM~~O~ 1.0 01.0 I.ON m~ 1.0 M 1.0 l'J N~ 0 m~ ClS ~OOO~OO 1.0 000 00 0 ooci 00 00 .! ::J , (J .J~ 0> It:! 0> T"': N MOO O~ ~ 0 ~ ~ 0 00 m ~ ~ ~ N 00 0 c ~M 0 ~ ~ ~ 0 ~ ~ 0 0 -.:t ~ 0 -.:t N 0 ~ ~ -.:t 'N ::J N i ... .JMoo C1.! ~ -.:t 1.0 ~ "-: 0 1.0 0 ~ M "-: ~ ~ ~ LO ~ 1.0 ~ "-: 0 8.~~0 0 N 0 0 m 0 0 0 ~ ~ ~ 0 0 0 0 0 ~ ~ ::J 0 (J ~.JOOO 00 0 mN-.:tOO 000 0 000 00 00 ~ ~ ,- ~ooO~M~ 1.0 NNoo~..t -.:tmoo 0 0; N '<:I" 0>0> N M N :E ENMMNN N M~NN MNN M N N (V) NN ClS ~ ii ~ E"'! ~ 00> ~O>O 000>~ ~ ~ ~ ~~oomN~ ~m ~ ~ '; (JM ~ mo Lricx:i~ MOM 0; 0> N oo~~~NM ~m M 0> :w Ci)oo ~ ml.O 1.0 1.0 0>1.01.0 1.0 -.:t ~ m~mml---~ m ~ ~ (J 0 ::J .c 'a E c ::J 0 (J U) .J-.:tm-.:t ON N I.Om N-.:t 0 0 ~ m m ~ 00 ~ N ~ 1.0 mm U) ~~Lri~ 0 ~ ' ~.,....; m ~ 1.0 O~ N m ~ ~ LO -.:t -.:t '<t M ~ I- E~ N 0 ~ ~ :;) 00 ~ ~ OM N m ON-.:t O>N 0 N M M -.:t 1--- 0 0 1.0 -.:t M I- ~ ~ ~ ~~ N ~ ;:N..t Mm -.:t ~ ~ 1.0 ~ LO ..t M ~ 'a Z N :g ... ::J .... ID ~l.Oooo>ooMm O-.:tNN 1.0 -.:t-.:t1.00>~ 00 M ~ ~ 0 MN .... ONOOOOO ' 00 0 00000 O~ ~ 0 ~ 0 ClS o . , 00000 00 0 0 00 .c Q.OOOOOO 00 0 ~ 0 0 ftl 0 .J .c ~~ ,g E 1:: 0 Z .JM M ~ M M~ O~ N ~ -.:t ~ M ~MM-.:tM M~ 0 ~ ~ I ~O 0 0 0 00 0 0 0 0 0 00000 00 0 0 ID .... E 'C ;!:: c G) .... l! ;!:: c Z .J00>000> 1.0 000 O>Mm 1.0 00 00 O>Noo M~ 00 mo MI.O I -aT"':00T"':0~ ~OO 000 0.......0 ~ 0 0 0 ~o ,!! EOOOOOO 000 000 000 06 0 0 00 C 0 E E ClS 8.~MMN~NNM~N~N~N~""""NMMMMNM~ ~ .5 l! E ~ NNNMN~NM~NNMNN~~~ ....... NNNM~ ClS Q; f > .... .! 0 "'m mmm mm Q) X c: ~ ~ ~~ ~ ~ ~ ~~ ~~ Q) X c: ftlO 000 00 OJ (\] .- 0 000 0 0 0 00 00 OJ (\] ,- ~~ 000 00 ~~~ 0 0000 0 0 00 00 ~~~ NNN NN Q) N NNNN N N NN NN Q) > ~ <{ i;~ m M 00 1.0 m 00 ~ 1.0 oom M 0> 1.0 Nm -.:t N N NN ~ N N N NN 1:'1 N N NN N 'a .c~ooO>O~N .. ~~~ C o E ~NM-.:tl.Om~ooo>o~ ~ ~ ID .... 'iii~~~~~~ ~~~~~~~~I"',~~ . 10 '0 10 Gl Cl Cll a.. . . . C13 - NRCS Cultural Resources Evaluation . . United States Department of Agriculture . NRCS Natural Resources Conservation Service 1835 Assembly Street, Room 950 Columbia, SC 29201 Date: 06/11/08 Subject: Cultural Resources Inventory of Planned NRCS Assisted Streambank Project Along the N. Pacolet River in Polk Co, NC. To: Gerald Harbinson, NRCS, District Conservationist, Polk Co, NC Project Overview: NRCS is working in association with the Polk County Conservation District and Altamont Environmental, Inc. in the development of a conservation easement along approximately 10,000 linear feet of a reach described as Reach 3 of the N. Pacolet River. Planned undertakings within the easement area are to include repairs and stabilization of eroded streambanks. Approximately 8,500 ft along the banks are scheduled for some form of undertaking. Please see the attached map revealing a conceptual plan view of potential . undertakings within the easement area. Results of a preliminary literature search and an archeological field survey both resulted in negative findings for the presence of cultural resources in areas of planned effect associated with this project. The preliminary cultural resources literature search was conducted at the NC Office of State Archaeology in Raleigh. The Archaeological field survey was conducted with the assistance of Altamont Environmental staff familiar with all areas of potential effect (APE) associated with streambank stabilization. Visual and subsurface shovel testing were incorporated in the field survey of the planned APE. Staff Involved: Joel Lenk, PG, Altamont Environmental, Inc and Jim Errante, NRCS CRS. Field Visit Date: 06/04/08 . Helping People Help the Land An Equal Opportunity Provider and Employer . . . Cultural Resources inventory - Tl'ip Report - Page Z Findin~s: The preliminary literature search of the APE revealed no previously recorded archaeological sites inside or near the entire planned enviroml1ental easement area. Because the location of the plarmed easement area includes a significant amount of floodplain landforms adjacent to a large stream, the APE was deemed to have good potential for cultural resources (CR's). The archeological field survey of planned APE's failed to identify any evidence of historic or prehistoric CR's. Visual reconnaissance and shovel testing revealed a significant amount of stream laid soils and disturbances. The majority of shovel tests were excavated to depths around 70 em's below surface. . Previous CR investigations conducted along several portions of the N. Pacolet R within this easement area also resulted in negative CR findings. As a result of these investigations it is highly unlikely for significant or intact CR's to be located in any of the planned APE for this project. Recommendations and Follow-uv: _ No evidence of cultural resources was found within the APE of undertakings planned for this easement project. - Proceed with planned undertakings associated with this project. - Although no evidence of CR's was discovered during preliminary CR investigations it is recommend that the contractor be made aware that there is some potential for CR's in the APE. - In the event that previously unrecorded eR's are discovered during installation all activities that could further disturb the CR's should be ceased, the location stabilized and the Cultural Resources Specialist notified ASAP. r~ James Errante NRCS CR Specialist, NC-SC cc: Niles Glasgow, SC State Conservationist Erica Westbrook, State Resources Conservationist Joel D. Lenk, PG, Altamont Environmental, Inc, Engineering and Hydrogeology BS:'B BBBllllll! ~ (;121/1121 39'i1d s:)~ 'i1Qsn I2IL9€€S(;€12I8 . . . C14 - Threatened, Endangered, and Candidate Species List for Polk County Polk County Endangered Species, Threatened Species,Federal Species of Concern, andC... Page I of 2 . . Endangered Species, Threatened Species,Federal Species of Concern, and Candidate Species, U.S. Fish & Wildlife Service Polk County, North Carolina Updated: 01-31-2008 Common Name Scientific name Federal Record Status Status . Vertebrate: . Cerulean warbler Dendroica ceru/ea FSC Current Green salamander Aneides aeneus FSC Current Southern Appalachian eastern Neotoma floridana haematoreia FSC Current woodrat Invertebrate: Diana fritillary (butterfly) Speyeria diana FSC Current Grizzled skipper Pyrgus wyandot FSC Historic Vascular Plant: Big-leaf scurf pea Orbexilum macrophyllum FSC Historic Blue Ridge Ragwort Packera millefolium FSC Current Butternut Jug/ans cinerea FSC Current Dwarf-flowered heartleaf Hexastylis naniflora T Current French Broad heartleaf Hexastylis rhombiformis FSC Current Large-flowered barbara's- Marshallia grandiflora FSC Historic buttons Small whorled po gonia Iso tria mede%ides T Probable/potential Sweet pine sap Monotropsis odorata FSC Historic White irisette Sisyrinchium dichotomum E Current . Nonvascular Plant: . Lichen: a lichen Canoparmelia amabilis FSC Current http://www.fws. gOY /nc-es/ es/ cnty list/polk.html 8/14/2008 . . . . . . Polk County Endangered Species, Threatened Species,Federal Species of Concern, and C... Page 2 01'2 Defmitions of Federal Status Codes: E = endangered. A taxon "in danger of extinction throughout all or a significant portion of its range." T = threatened. A taxon "likely to become endangered within the foreseeable future throughout all or a significant portion of its range." C = candidate. A taxon under consideration for official listing for which there is sufficient information to support listing. (Formerly "Cl" candidate species.) BGP A =Bald and Golden Eagle Protection Act. See below. FSC = federal species of concern. A species under consideration for listing, for which there is insufficient information to support listing at this time. These species mayor may not be listed in the future, and many of these species were formerly recognized as "C2" candidate species. T(S/A) = threatened due to similarity of appearance. A taxon that is threatened due to similarity of appearance with another listed species and is listed for its protection. Taxa listed as T(S/ A) are not biologically endangered or threatened and are not subject to Section 7 consultation. See below. EXP = experimental population. A taxon listed as experimental (either essential or nonessential). Experimental, nonessential populations of endangered species (e.g., red wolf) are treated as threatened species on public land, for consultation purposes, and as species proposed for listing on private land. P = proposed. Taxa proposed for official listing as endangered or threatened will be noted as "PE" or "PT", respectively. Bald and Golden Eagle Protection Act (BGP A): In the July 9, 2007 Federal Register( 72:37346-37372), the bald eagle was declared recovered, and removed (de-listed) from the Federal List of Threatened and Endangered wildlife. This de Ii sting took effect August 8,2007. After delisting, the Bald and Golden Eagle Protection Act (Eagle Act) (16 US.c. 668-668d) becomes the primary law protecting bald eagles. The Eagle Act prohibits take of bald and golden eagles and provides a statutory definition of "take" that includes "disturb". The USFWS has developed National Bald Eagle Management Guidelines to provide guidance to land managers, landowners, and others as to how to avoid disturbing bald eagles. For mor information, visit http://www.fws.gov/migratorybirds/baldeagle.htm Threatened due to similarity of appearance(T(S/A)): In the November 4, 1997 Federal Register (55822-55825), the northern population of the bog turtle (from New Yark south to Maryland) was listed as T (threatened), and the southem population (from Virginia south to Georgia) was listed as T(S/A) (threatened due to similarity of appearance). The T(S/A) designation bans the collection and interstate and international commercial trade of bog turtles from the southern population. The T(S/ A) designation has no effect on land management activities by private landowners in North Carolina, part of the southern population of the species. In addition to its official status as T(S/A), the U.S. Fish and Wildlife Service considers the southern population of the bog turtle as a Federal species of concern due to habitat loss. Defmitions of Record Status: Current - the species has been observed in the county within the last 50 years. Historic - the species was last observed in the county more than 50 years ago. Obscure - the date and/or location of observation is uncertain. IncidentaVmigrant - the species was observed outside of its normal range or habitat. Probable/potential - the species is considered likely to occur in this county based on the proximity of known records (in adjacent counties), the presence of potentially suitable habitat, or both. http://www.fws.gov/nc-es/es/cntylistlpolk.html 8/14/2008 . CIS - Channel Material Analysis . . . . . . . . Letter of Transmittal S&ME, Inc. 44 Buck Shoals Road, Unit (-3 Arden, North Carolina 28704 Phone: 828.687.9080 Fax: 828.687.8003 To: ....:Rk,~!Jnd Paul Dow Gl'ie:liSb4t~ b~~igfi 'ri1~ettif:$!~ .....c :';;~Mo(lrar:1.WI~~ '" ,..' J(non:R1e l..- eft l lhl' Nasm-lIlt '" $evrr.'rt1Ue ~ A5:b!ijtUlt '!, It >I- fa:ve:ft~i~: Ctlftt.M~~~..~. .... ...::. " ...... '-'';''s~fren~'" _. ~~::'w"mjr.tl(fn r;.. "retn~f~~SJ C{ffiJm!ri.; .~~'.~rue Buds . Bit'tr.b:tfham Atlan:la Firm: Altamont Environmental Location: Asheville, NC WE ARE SENDING YOU: o Maps o Copy of Report From: Date: Project: COPIES 1 ~:-;''Ck~1IIeIo1lJn Andrew M. Burton, P.E. January 29, 2008 Attamont Project 2257 U(landa . [8J Attached o Prints o Proposal o Enclosed o Plans o Shop Drawings The Following Items: o Samples 0 Invoice [8J Laboratory Test Results DATE 1- 24-08 7 grain size analyses DESCRIPTION THESE ARE TRANSMITTED AS CHECKED BELOW: o For Your Approval 0 For Review and Comment o For Your Use 0 For Bids Due: o As Requested 0 Other: Our work performed in general accordance with our Laboratory Testing Agreement dated January 21, 2008. Comments: saME Project Number: Copies To: Signed: This Letter of Transmittal and the documents accompanying this Letter of Transmittal contain information from SaME, Jnc., which is confidential and legally privileged. The information is intended only for the use of the individual or entity named on this Letter of Transmittal. Jf you are not the intended recipient, you are hereby notified that any disc[osure, copying, distribution or the taking of any action in reliance on these documents is strictlv orohibited. Laboratory Worksheet Version 4.2b . . Revision DaJ:e: 2i8i2005 SIME Sieve Analysis of Fine and Coarse Aggregates ASTM C 136 S&ME Project #: Project Name: Client Name: Client Address: 1413-08-011 ALTA...\10NT PROJECT 2257 AL T A.MONT El\i'VIRO:N'MENTAL Report Date: Test Date(s): 1/24/08 1/23/08 Boring#: NA Sample #: Location: Riffle Sample 1 Onset: Sample Description: SAi\lD AND GRAVEL NA NA Sample Date: Elevation: 114/08 NA . . 100%, 90 'x) . . . .. . 1'''., '",', ':.:.' . . fr~'rticle Siz;(;m)l" Cobbles Gravel Coarse Sand Medium Sand < 300 111m (12") and> 75 mm (3") < 75 mm and> 4.75 mm (#4) <: 4.75 mm and >2.00 mm (#10) < 2.00 mm and> 0.425 mm (#40) fine Sand Silt Clay Colloids < 0.425 mm and> 0.075 mm (#200) < 0.075 and> 0.005 mm < 0.005 111m <: 0.001 111m Maximum Particle Size 37.5 mm Gravel 65%) Coarse Sand Medium Sand lor~;l 20% Fine Sand Silt & Clay 6%/ 0.6% Fineness Modulus 20,99 Cu: 21.7 Cc: 1.2 . . References: ASTM C 136; Sieve Analysis of Fine and Coarse Aggregates C li7' Material Finer than the #200 Sieve In Mineral Aggregates by Washing ASTM D75: Practice for Sampling Ag,gregates ASTM C/02: l'ractice for Reducing SaO'>t>les of Aggregate to Testing Size Technical Responsibility: Andre\v Burton PE Proiect Engineer SlgnmuFC Position S&ME,INC. 44 Buck Shoals Road - C3, Arden, NC, 28704 ASTM C 136 RIFFLE I 1.6 Laboratory Worksheet Version 4.2b . . Revision Date: 2/8/2005 t5&ME Sieve Analysis of Fine and Coarse Aggregates ASTM C 136 S&ME Project #: Project Name: Client Name: Client Address: 1413-08-011 ALTAMONT PROJECT 2257 ALTAlvIONT ENVIRONMENtAL Report Date: Test Date(s): 1/24/08 1/23/08 Boring #: NA Sample #: Location: Rift1e Sample 2 Offset: Sample Description: SA.l"\lD AND GRAVEL NA Sample Date: Elevation: li4!08 NA NA . . "1.5 "1"3/4 "1/2 "318 ~-:-.;, #40 #&0 # LOO . w '.... '.' ..l:~...... '..: ..... :.lpa~tic'e Size (m;~::"" :' Cobbles Gravel Coarse Sand Medium Sand < 300 mm (12") and> i5 mOl (3") < 75 mOl and > 4.75 mm (#4) < 4.75 mm and >2.00 Olm (#10) < 2.00 mOl and> 0.425 mm (#40) fine Sand Silt Clay Colloids < 0.425 mOl and> 0.075 mOl (#200) < 0.075 and> 0.005 mOl < 0.005 mOl < 0.001 mm Maximum Pm1icle Size 37.5 mm Gravel 58% Coarse Sand Medium Sand 13% Fine Sand Silt & Clay 10% 0.3% 18% Fineness Modulus 19.87 Cu: 25.0 Cc: 1.1 . . References: ASTM C 136: Sieve Analysis of Fine and COMse Aggregates C 117: Material Finer than the #200 Sieve in Mineral Ag(,'l"cgates by Washing ASTM 075: Practice for Sampling Aggregates ASTM Ci02: Practice for Reducing Samples of Aggregate to Testing Size Technical Responsibility: l\ndrew Burtol! PE Sigmm4re Proiect Engineer Posi/!on S&ME,INC. 44 Buck Shoals Road - C3, Arden, NC, 28704 ASTM C 136 RIFFLE 2 "7 Laboratory Worksheet Version 4.2b . . Revision Date: 2/8/2005 tS&ME Sieve Analysis of Fine and Coarse Aggregates ASTM C 136 S&ME Project #: Project Name: Client Name: Client Address: 1413-08-011 AL TAMONT PROJECT 2257 ALTAJ\10NT EJ\.TVIRONMENTAL Report Date: Test Date(s): 1/24/08 1/23/08 Boring #: NA Sample #: Location: Riftle Sample 3 Offset: Sample Description: SAND ^""l\,jD GRAVEL NA NA Sample Date: Elevation: 1/4/08 NA . . "I 113/4 1ll/2']/8 #4 #10 .#20 ti40 .#60'. . ~. : r-2!J . . 1.= l~ i~ i ~ 50~, :'-' ,- f~ ! Q. 40'% .. .1..;'. .' [particle'Size (m~~)L . Cobbles Gravel Coarse Sand Medium Sand < 300 mm (l2") and> 75 Olm (3") < 75 mm and> 4.75 mOl (#4) < 4.75 mrn and >2.00 mm (#]0) < 2.00 mOl and> 0.425 mOl (#40) Fine Sand Silt Clay Colloids < 0.425 mm and> 0.O?5 mm (#200) < 0.075 and> 0.005 mm < 0.005 mOl -< 0.00] mOl Maximum Particle Size Gravel 0.0% 87% Coarse Sand Medium Sand 7% Fine Sand Silt & Clay 1% 0.0% 5% . Fineness Modulus Cu: 6.3 References: ASTM C iJ6: Sieve Analysis of Fine and Coarse Aggregates . C 117: M3teriai Finer than the #200 Sieve in Mineral Aggregates by Washing Cc: 1.6 ASTM D75: Practice for Sampling Aggreg,lies ASTM C702: Practice for Reducing Samples of Aggregate to Testing Size Technical Responsibility: Andrew Burton PE SigTlr:rturc Proiect Enginer Y()SifiOll S&ME,INC. 44 Buck Shoals Road. C3, Arden, NC, 28704 ASTM C 136 RIFFLE 3 leg . . Laboratory Worksheet Version 4.2b Revision Date: 2/8/2005 $&ME ASTM C ]36 Sieve Analysis of Fine and Coarse Aggregates S&ME Project #: Project Name: Client Name: Client Address: 1413-08-011 AL T AMONT PROJECT 2257 AL T AMONT ENVIRONMENTAL Boring #: NA Sample #: Location: Riffle Sample 4 Offset: Sample Description: SAND AND GRAVEL . . RepOlt Date: Test Date(s): 1/24/08 1/23108 NA Sample Date: Elevation: 1/4/08 NA NA .1 !Particle Size (mm) ..i Cobbles Gravel Coarse Sand ~vledium Sand < 300111111 (12") and> 75 mm (3") < 75 111m and> 4.75 mm (#4) < 4.75 l11111 and >2.00 111m (#10) < 2.00 fllm and> 0.425 mm (#40) Maximum Particle Size 37.5 mm Gravel 48% Fine Sand Silt Clay Colloids < 0.425 mm and> 0.075 mm (#200) <: 0.075 and> 0.005 mrn <: O.OOS mm < 0.00] mm Coarse Sand Medium Sand .....0/ I/o Fine Sand Silt & Clay 15% 30% 0,6% . . Fineness Modulus Cu: 2,0 Cc: 1.4 1 7.44 Refcl'cnces: AS11v! C jJ6: Sieve Analysis of Fine and Coarse Aggregates C I Ii: ;\lalerilll Finer than lhe #200 Sieve in Mineral Aggregates by Washing A5TM D75: Practice it,r Sampling Aggregates A8TM C7t)2: Practice for Reducing Samples of Aggregate to Testing Size Technical Responsibility: Andrew Burton PE S&ME,INC. Proiect Engineer Posi,iOf1 Signrl!UI'" 44 Buck Shoals Road - C3, Arden, NC, 28704 ASTM C 136 RIFFLE 4 Laboratory \.Vorksheet Version 4.2b Revision Date: 2/S/200S tS&ME . . Sieve Analysis of Fine and Coarse Aggregates ASTM C 136 S&ME Project #: Project Name: Client Name: Cl1ent Address: 1413-08-011 ALTA1\'10NT PROJECT 2257 ALT AMONT EN'VIRONMENTAL RepOli Date: Test Date(s): 1/24/08 1/23/08 Boring #: NA Sample #: Location: Upstream of Reach 3 Offset: Sample Description: SAND AND GR..A.. VEL NA NA Sample Date: Elevation: 1/18/08 NA rw; J :/} f~ I_ i :: i ... '<.I it; :Q. "] "3/4. ".1/2"3/8 #4 #iO #20 . . 10% 0% 100 10 . . . . . '1' . .r'-~"~-":'~" fParticle Size (mm) .' Cobbles Gravel Coarse Sand Medium Sand < 300 mm (12") and> 75 mm(3") < 75 mm and> 4.75 mm (#4) < 4.75 mm and >2,00 mm (# I 0) < 2,00 111111 and> 0.425 111m (#40) Fine Sand Silt Clay Colloids <: 0.425 mm and> 0.075 mill (#200) <: 0.075 and> 0.005 mm <: 0,005 mm <: 0.00] mm Maximum Particle Size 25.0 mOl Gravel 29% Coarse Sand Medium Sand 14% Fine Sand Silt & Clay 6% 0.3% 50% Fineness Modulus 15.28 Cu: 4.4 Cc: 0.7 . . References: ASTM C 136: Sieve ,\nalySlS of Fine and Coarse Aggreg~tes C 117: Material Finer than the #200 Sieve in Mineral Aggregates by Washing ASTM D75: PrJctice for Sampling Aggregates ASTM C702: Practice for Reducing Samples of Aggregate to Tesring Size Technical Responsibility: Andrew Burton PE Proiect Engineer SigntwmJ rosintm S&ME,INC. 44 Buck Shoals Road. C3, Arden, NC, 28704 A51'l\'1 C 136 UPSTREAM OF REACH 3 1,7 . . . . Laboratory Worksheet Version 4.2b Revision Date: 2/8/2005 tS&ME Sieve Analysis of Fine and Coarse Aggregates ASH,,1 C 136 S&ME Project #: Project Name: Client Name: Client Address: 14213-08-011 AL TA.MONT I)ROJECT 2257 ALTAMONT ENVIRONMENTAL Report Date: Test Date(s): 1/24/08 U23/08 Boring #: NA Sample #: Location: Downstream Riflle Offset: Sample Description: SAND AND GRAVEL NA NA Sample Date: Elevation: 1/18/08 NA Cobbles Gravel Coarse Sand Medium Sand < 300 Olm (12") and> 75 111m (3") < 75 mm and> 4.75 mm (#4) < 4.75 mOl and >2.00 ffim (#10) < 2.00 111m and> 0.425 mm (#40) Fine Sand Silt Clay Colloids < 0.425 111m and> 0.075 mm (#200) < 0.075 and> 0.005 mm < 0.005 nun < 0.001 mm Maximum Particle Size 19.0 mm Coarse Sand Medium Sand W% Fine Sand Silt & Clay 19% Gravel 13% 53(% 0.2'10 Fineness Modulus 9.96 ell: 4.0 . References: ASTM C' 136: Sieve Analysis of Fine and Coarse Agf,'1"egaies C' ! 17: Malerial finer than the #200 Sieve in Mineral Agb'Tcgates by Washing . Cc: 0.7 ASTM D75: Practice for Sampling A~'Tegate5 ASTM C702: Practice for Reducing Samples of Aggregate to Testing Size Technical Responsibility: Andrew Burt"m PE Proiect Engineer Sigllatlire Position S&i\fE,INC. 44 Buck Shoals Road - C3, Arden, NC, 28704c\STM C 136 DOWNSTREAM of RIFFLE o. q Laboratory Worksheet Version 4.2b Revision Date: 2i8/2005 SaME . . Sieve Analysis of Fine and Coarse Aggregates ASTM C ]36 S&ME Project #: Project Name: Client Name: Client Address: 1413-08-011 ALTAMONT PROJECT 2257 ALTAMONTENV~ONMENTAL Report Date; Test Date(s): 1/24/08 1/23/08 Boring #: NA Sample #: Location: Typical Bar Sample Offset: Sample Description: SAND AND GRl\. VEL NA Sample Date: Elevation: 1/4/08 NA NA . . . .' . . . '. ". . . .. . '.'. .'1' '. ., '" . : '." .': . ::.:' ., -'. ' ... .. . . . '.: ...---'--..------, . . ..... ilPlI.rticle Size (mm)1 Cobbles Grave! Coarse Sand Medium Sand < 30{) mm (12") and> 75 mm(3") < 75 mm and> 4.75 nun (#4) < 4.75 mill and >2.00 mm (It I 0) < 2.00 mm and> 0.425 mm (#40) Fine Sand Silt Clay Colloids < 0.425 mm and> 0.075 mm (#200) < 0.075 and> 0.OD5 mm < 0.005 mm < 0.001 mm Maximul11 Particle Size 4,75 111111 Gravel 0% Coarse Sand Medium Sand 2% 75% Fine Sand Silt & Clay 23% 0,5% Fineness Modulus 6.06 Cu: 2.0 Cc: . 1.4 . . References: AST!\1 C i 36: Sieve Analysis of Fine and Coarse Aggregates C 117: l'I-"lateriaJ Finer than ,he #200 Sieve in Mineral Aggregales by Washing ASTM D75: Pi"uctice for Sampling Agg!-egates ASTM C701: Practice for Reducing Samples of Aggregate to Testing Size Technical Responsibility: Andrew J.?urton PE Proiect Engine~ Siflialure POJiiiOfl S&ME,INC. 44 Buck Shoals Road - 0, Arden, NC, 28704 ASTM C 136 TYPICAL BAR SA1\lPLE (),~ . C16 - Agronomic Soil Sample Results . . ;>, 0.. o U .... 0) 0.. N o o EA- .... o CXl C"f) CXl ..- o ..- EA- - o f/l s:::: .9 ....... i3 a u .2 '[jj U ro~ ..D C) ;;:....;;:.... ..D ..D "'0"'0 .~ .~ 0..0.. ::l ::l U U U U o 0 uu ~~ uu ~ :; ...... ...... VJ V Il) <E 51 v ro ~ a ::l ;;:.... _ ~ ..D ..D '0 "'0 o/J ...:3 >< (fJ OC;V1 uu o ..-' ('::j ~ ""':j --~(.):c ~ ':..J 'l) () Q) :.; 0 VJ VJ 0.. 0 'f) G) (J V1U~aa 5C0 "'0 UJ .... oJ):J) Of):::...... 3u~~~ g e o ,0 ~ ~ ~ ~ ] ~ 0.. c" C c ::: C =: rfj :::: >< V "'0 s:::: ~ ,~ 8 U b:o~ '-''''0 Il) ~ E .- -' ~ VJ VJ ...:3 U ;;:.... ,<;:::: U ro "" 0.. v ro ;:: C) ro Il) a >< gf (J.g C'C X ~ c: ..s::: Il) C) "'0 :; .- ~c...cS (1) ~ ....... -J s:::: v 5 i2 .9 0.. (J I:\l """"" ~ l...ol........ ro 0 Il) 0 u U 0.. 0.. ;>, .<;:::: - .c :.a 'u ro Il) :n ro v bIl s:::: ro ...:::: U >< v 0) ... ::l :!::: >< v :r:~ 0.. .- >< Il) -::l :::: './l ~ ~ ~) '..) 2 .:: 0'0 .- :J'.J VJ ::l C) .;:: OJ <( .- ,... ~ - - .- >< ~ v ...."'0 OJ .5 0.. .... VJ ::: ~~ (;:i ::: o..VJ U5 o <..l C1l "-> = o .,. ...... ~ .,. > ~ - ,J:I ,J:I < ...... - o Q. ~ ~ .- a ':;f.J .... o , ,.... t) :::: 1:J : =~~~~ ~ o .~ Cl. .~ Q)~ ~~ x o ... I- 0) > 0) U5 o 2>..D cj~EJ~~ ~ [;.~ ~ ~ ..g VJ .Sf) C) U C o c:: G.) c: C .~ VJ.8~NNO) .... 0) ~ ."Jj 2 Il) o ~ ...... ..s::: .- ::::0..0.. CJ U') \fJ ~ 0 0 ...-I...c:...c: C) 0.. 0.. :.; ..... (;:i ':;f) .... o ..s::: f/l ro ...... o 0.. It) It) co N I M M ..... - O'l .... e s:::: o "" o~~ ..Do 0 z 'c.J I:\l 0'0::: zzzo .~ ~_o c~)~ ~ ~ ~'~ ~ ~ <( I 10 eel ~~~ or. ~ ~ > -<C ~ C O~ I ____I I Q) =&;:: 0.:' 8: JJ i2 f-- ~ ~ N ~ <..l o "0 ~ ,,-0 U "7 U r/J o~ u.l ::: ~~~UUU +-I en ~ - .... ...... V Z 0...:::: , f/l ....... '--' 0 O"l s:::: Il) Z v...:::: ~E-<_ f/l . I t:; .c r/J "":.ar/J r.+:: ...... _~ Il) U , "'::::~r/J E-<o_ f/l V ~ t; ~ U U ~~-t ~"'O~tJ ...... f/l , s:::: 01 ,<;:::: s:::: v ~-gN5 e.~1; 5 ;: '0 N ~ o f/l '1) ~.s~~ ;:::l v""".-;:: -..D~- ~.;:::: ~ '-2 tJ~~<E '_~ (]) f..-l "'O~1l) ..........................:::: t; ~ '-" 0 0.. 0..""" "" V"'O~ 0 "" s:::: I V ... s:::: tJ ...:::: '" "" s:::: ...... U ~ Il) 4-< ~ ..... ';:::: o ~ , ...... s:::: ~ s:::: ;:::l 00"" s:::: '..... r/J ~ ...... u ~ ~ s:::: v ~~ ro f/l U ObIl P, f/li:I.l""4-< .::::U~O ;:::l ,~ o~ f/l f/l.......;;:::::'Q) ~~U~ ...... - f/l o~...... V ~;;::::: , ....... = ~ ~.2 v ::r: _~ "'0 E5 i2~ ~ ~ ro -.::t <:Ii -u......Z s:::: bIl...... O ..... ro 0-5 -g~~ ;:::l ..... cE.s~ tJ..s:::"'O"? '2 ~ ~ ~ ;:::l >-...... v "'O~.l:i"5J s E ~ s:::: '" 0 0 0 f/l l: a'.;j a E:! :..... ro ...... 0) 0 ~ ~ ca IJ.) ~ ..... -E ..... (-i=; .~ 0 0 ,5 ""u"'O"" ..D s.:: v ;:::l ..D0)>0 ro Ill...... ;;:.... U v tJ l: ~ s:::: s:::: . "" 0 ~i:~ ~ .............[jj ..c. ~ ~ >-...0 0... v ro f/l a .5!3~ ..g "? . l'""l ~ "-" V <:Ii 0.. 0.. ...:::: t) ... 2 ......"'OoC) ;g v ;;:.... v ...... t; ~...:::: <:Ii ............. - a ~ 0 0.. "" ...:::: ....... >< 0 f/l ...... V ~ s:::: ;;:.... ~ <:Ii q:::f/l>> V t:: 0 ~ ...... 0 U v .... 0.. "" ..D v ,~ f/l ....... """':::: v Il) ...... ....... ;:::l V~"'Of/l ...:::: ....... s::::.~ r.n:= ro ~ ~ot::5 > f/l 0 ...... o r/J o...l:i U U v ;:::l ell 0<3 ~ s:::: :E~~~ E-<I-I_..a U .<;:::: "'0 Z ~ ro ,;:: 0 ~ i5 ~ ~ r.+:: ~~ v '" 0 v o..U- 0.. ;:::l U) -"" <:Ii 0 ~ ~ ~;>'E ~ ~ 4-< .... .;:: ... - ..c: \:) ~ r,' . ~ l:: c:::: ~ ~ ~g ~~ ~o.o""'" .. ...... 0 ~ ~ ~ ~ 0 ~::::E...... -4-<00"': ~ 0 c:: f/l "C E .~ E:! ~ Co ~ s:::: 0) ~ ~ ,..:;: ;:j ~ ~ ~ ~.5 g ~ ~ "'0 U .~ ~ (l) ..: ~ !E ... t:; 0) ro "C ~.~ ~ ~- 0.. ... 1) 2: 0lJ:::: "" "" ~ E E ~ ro > ro 0 ~] ~ ~ 2 "~ .......-( C) f/l ro III '> ~ E "'O~ v 0 V f/l ~ "'0 0 ... s:::: 0 0) Il)"':::: III a U g a ;:::l . o 3: ~ 6: ~ "" 0) 'Cd [) ...:::: v ~ ~::o '~ a ~ .... ...... ,~ ...... ro ........ ro >- -5 ro s:::: ;..,' o ~ .~ .t;! ~:-::: S r~ cE-. s:::: \:) ...... ..... ,9 t OJ ~ OJ ........ 0...... N ..c.fr3;~~ E:""'f/l"5s::::O- ro;;:::"'Of/lro~ ~~O)~f/l~ frr/J ~ t:; z a ~ U "5 E '", v '-'0<3:..... s::::O::o E~~ozo ~O~] a v U "" f/l 5 "" aZa~>o ~ '2~ ~ '~'5 ~ v ~ w ..... f/l ;,., t+:: <:Ii f/l 0 Il) ~ ' u ..D g '.;j ~ ~ ~.~ ~ .g 9 ;,., VJ ....... > i:: ,..0..; .:: ~ ~ >-;' va ~ lo.. '::-' ...... 0... '" ~ c; ,..-, "'0 S bh ~v~~o:..... '" ..... "" ro (,) .0 :::ocE'7~:; ~f/lf/l~~t:: ~ ~ .g ~ ~ fr ;....~t)~t~ ~v~f/l<ES:::: ~ "" .... ~ 0 ~~~t:;];;:.... 'l:::.,:D"'OE,,;:--a ;,., - s:::: _ ;:> 0 ~ '0 ~'0..9 a "'tJZf/l~v ::::: ...... s:::: ........ 0.. ~S::::t;o......~o.. ..:::: ;:::l (-i=; ....... 0 ro ~.5 ~ 8 s:::: .5!3 -''-''0 v v ~ ]'~ !2~ ~ ~ :::"'0"'0;:> ;;:....- ;:::"'O.....Ov- .... .... ""...:::: ' ~ ro v bIl....... r/J ~ v a bIl 4-< r/J ~..Das::::""" . ;,., .8 0 'Q) ci ..c. ;,.,.......C)..Dlf"ls:::: ~ s:::: v ,..., ^I 0 .... v ""....... ...... :-::: .;:::: I:\l 0 V f/l ..... ~ ,..., v ;"';:lV'-"-:::l ~ s:::: "'0 v "'0 0'" ~ ...:::: '> -5"5 Il) U 0 "" 0 .... ~ acE"5JE ~~ ~. ~"'l...a ~~ ::: ~ ....... 0 ~ ..... 0 (""'"l -oo~;>, ro 0 a 0- v 0 0,..., ..D:::::~~8" ::::::....o~bo ...... -::::::::. Il) 0.. ro ~ "" ~ 0.. U v ~ f/l ro ;:::l ~~-v~ .s -5 .~ ::0 r -0' ;E 4-< '~ ~ ~~~~~] :.a '2 "5 0 "'0 ~ s:::: ;:::l s:::: s:::: s:::: ....... '..... s:::: ...... ,~ ~ g. ;:::l ...... 00 i:: o ~ 0 VJ R .;2 ;;:.... <i) ...,:E 0 v ,..-,>'o.......u...... ~ '5b 0.. ~ Il) e o..f/lOV""- o ...... ....... ...:::: t:: b~~~~;:Z 1.) .~ ';j rj'J P_~ -5 'Cd 0 bIl-...... ~ ~ ~ .5 ~ :-;:: c.8 OJ .== ~ 0 ~ a ro;;:"" s:::: ~ 1l)_4-<;:::l o ~ a 0........ f/l -0:"::::"'OS::::"':::: o C) v Il) v t:: o v ...::::"':::: > ...... "" ...... .~ v 8 ,~] ~::o v~ >< ~ E-< '8 ~ .5 '[jj .= t:: f/l~ V :.: >. ...... 0':::: "" '" ;:f 00..;:::l0S:::: f/lVf/l__o> ....... "" V ....... v ro "" ""...... <:Ii f/l ...::::;:::l........,._...... ...... 0 f/l 0 i.....,' s:::: f/l;;:....VS::::r:-V Es::::..D""lf"la ~~~&sb s:::: .~ ,..-, bIl...... .5 .~ ~ ~ ,5 "" ~ ~ u...... o_ s:::: ::::: <:Ii s:::: '-"...... .;::: ~ ---- ~ "" a f/l l:" s:::: 0.. ~ ...... v ... 0 0 f/l c:::: E ;::.. ~ If"l .5 -~E-<cES::::...... ~ "" v ro f/l ;"'0..D-5~ ..::: .;:.; 0) ~ ~"O :g ~ "t: ~ Cl -..-. ~... .~ 5~~ ~ .~ ~) oS! ~ ;: .g ~ .~ ~ l:: Co 0 ba:-E-B~ .... ~ 0 v 0 E V:l l: .;:::: 0 .8~E:!;:lg ~ ........ _ d ,9 ~ ~. 2 ~ ~ E"~ Il) 0 8 a t:...... ....... ro ... ... ;:::l ro'~ ~ 0 'u Il) U ..D 8.::~ l: ro f/l t; i' ] ;;:.... 0.. S I:,:l ^) n) ~ ~ .-= u "'0 - ,:!l s:::: --;::i'o > 0 ,..- f/l "" U .2 v 0 Il) f/l ...:::: ~..D f/l ...... ~ 0 I-. $:; 0 ...... ~ 0 0.. "'0 .a .... ~ v '-' ro "" v o v ;:::l s:::: "" 0.. 0 ...... 0..0..>--.0 ~ ro ...:::: s:::: 'u ;g ,-;:: 0 ~ .9 ~ "'0 a ...... "'0 ~ ro v a ....... f/l v 08..9~ ~ N g 8 ]>-<~a ......0-E30 o \J l:: ...:::: "2 ......~ ~ <:Ii ....... '.,S ~ ~~~~ v s:::: ~ ~ e v !a ~ ,s: bIl I'-- ~ ~ ~ .B g ~"\:s...:N 4-< l:: "C >. ...... ~ Co C1l ::2:: o en Q) ..c +-I +-' O)~ C-2 -- "'C C CO +-I en s.... Q) "'C C :J E +-' ..c ..: Q) .... l: Q) o Q) U .~ Q) en .; :E Q 'I:t Q .... E o c o l... 0> co - E o o L.: 0> co U C ~ ~ ~ ::::: ~ :::: .9 :::: ...... "'.g ;,., s:::: ~~ '" ..... ::::: a ~ 0 .... U ..... v ~ "" ~ v ~ a E:..:::: .. :::: ~ ~ ~ ;,., ;,., ~ ~ :.::: .... ..... ;,., ~ v ...:::: ...... "" v c:::: ro U f/l ro v >< r:fJ V V V -5...:::: s:::: ...... v "'0 ~ s:::: o..t+:: o Z ....... ~ o ~~ ~ '" ~ Q.. (5 ...... o 00 00 N :/5~ 0.) _ OJ:JO.) 0.)- =g"'52 ;;...U~ ~ ~ ~ o ~ "" :::;, 5ho eo:: G "" = ~ ~ C ~ ~ ~ ~ ~ ~ ...~ ~ ~ ..... C;; ,.Q ~ ~ ." '" '--::;) ~1 I ~ ~ r-- ,-... 0'\ ...... 0'\ '-' v = o ..c= ~ ~ ~ N ....... ,.,. <:l;l ~ ..... <; -, ~ ~ <:l;l N N ~ <:l;l ...... - '-":l ~ ..... $ 0 0 ~ .... l:Cl ~ ~ .....on ~'<t' on .- U ~ 0.) 0::: V '"0 u C ::<: 0.... S :::: .... 0 c;.;1 1t .::::: ;... '0 ~ Po. Z) ~ -<r:: ~ >- o \.0 0::: tr.:! ;> o 0::: o ~ ~ ~ "3 (/) ~ 0::: c.:: Z Cl Z ~ ~ (/) tI:l d ~ 8 8 o oot;.;l g .~ ~ 8 s: 0 ~ ~ ~ < ... - - ~ ... 0 0 ~ 0 0 '-":l ~ 0 0 I 0 0 C '<t' '<t' ~ 0 0 N N 0 0 N N '" ...... - c , 0 ~ 0 0 0 - ...... 0 0 \.0 \.0 0 0 '<t' '<t' <:l;l E- ~ ...... 0 .... ...... ~ ::<: ::<: 0.) 0.) tI:l '::l ~ ""'" ..... <=a <=a 0 .- ,g ~ ....... .;:: eo:: .;:: -e ;.., u u ... ;: ;) .~ ~ s:::: .... ;.., '"' = Q 0" :::: 0 ..... u ~ u ~ "" ~ .- ~ C M ~ - Q,j ~ ..... ~ = :.3 -e :t; ~ .... ~ ~ ~ C ..... = ~ o ~ .- ..... ro e ~ <E = - ~ ~ ~ ~~ ~ ~ ~ .....00 '0 a~ ~~ ~ I"':' 0 "'N ~ ~ '-..:,00 ~S $ .... ~ "-.:,00 ~S ~ .......-; ':'tr) ~..-; '''' 0 "" . ~~ ~~ r--- >Son .....\.0 :<N .....0 ~...... ::!;:on ~'^ ~~ ~N ~~ ~\.O I:q'^ ~v: ~'<t' ~M :-----; ~..-; r.n ...... :; r.n V ~ '''' ...... ~~ :::;:0 e C17 - Level III: Assessment of Stream Condition . . . . . . . . AL T AMONT ENVIRONMENTAL, INC. ENGINEERING & HYDROGEOLOGyl 50 COLLEGE STREET, ASHEVILLE, NC 28801 TEL. 828.281.3350 FAC.828.281.3351 www.altamontenvironmental.com LEVEL ill: ASSESSMENT OF STREAM CONDITION SUMMARY OF "CONDITION" CATEGORIES FOR LEVEL III INVENTORY Stream Name North Pacolet River, Reach 3 Location Polk County, North Carolina Riparian Vegetation see Qualitative Riparian Vegetation Assessment Stream Size, Stream order ~ 50 so mi., 3rd Order Meander pattern Moderate Sinuosity Channel Stability Rating (BEHI) Low to Very High Sediment supply (check appropriate category): Extreme X Very High High Moderate Low Streambed (vertical) stability Aggrading Degrading Stable Width/depth ratio condition: Normal (stable) High Very high Streambank erosion Potential: Bank erodibility: Extreme High X Moderate Low X X Near-bank stress: Extreme High X Moderate Low General Remarks: Observers A. SavIor, 1. Lenk, P. Dow Stream Type G4c to C5 Date Flow regime Southern Appalachian Depositional pattern Channel Bars Debris/channel blockages Woody Debris Altered Channel State Unstable Dimension/shape Width 48.57-86.71 Depth 6.01-7,15 Width/depth ratio 9.75-19.27 Patterns (*show as nmct. OfWbkf) Meander length* 224,80-1104.32 Radius ofcurve* 121.66-460.95 Belt width* 45.34-475.26 Sinuosity 1,31 Profile Water surface slope Valley slope Bed features: Riffle/pool Step/pool Conver./divrg. Plane bed Other Spacing* Describe alterations 0,0016 0.0022 X X Streambanks on both sides of the river throughout much of Reach 3 are verv steep, undercut, and rapidly eroding. Other maior problems contributing to the degradation in water quality include the lack of a continuous riparian buffer zone and significant exotic invasive vegetation (kudzu, Japanese honevsuckle, multiflora rose, Chinese grasses, tree of heaven, privet, etc.). Historic landuse practices in the watershed have plaved a significant role in the lack of riparian vegetation, as indicated bv historical aerial photographv from the 1930s which shows pasture and cropland cleared to the river's edge. Storm water discharges from development and discharl?:es from industrial sources and from the wastewater treatment plant from the Town of Saluda have also contributed to the degradation of water quality, The tropical storms of late 2004, which exceeded a 100-vear recurrence interval. had a devastating effect on the river. The storms caused instantaneous morphological changes through erosion of the stream channel and banks and accelerated rapid lateral and down vaHev migration. These and more recent storms have resulted in the continuing degradation and migration of the river which is evident today. P:\Polk SWCD NRCS\North Pacolet Reach 3\300 Technical\31O Data Collection\315 Assessment Data Sheets\LevellII Assessment.doc Page 1 of 1 . APPENDIX D - PLANS AND REPORTS Dl- Vegetation Plan D2 - Guidelines for Riparian Buffer Restoration . D3 - Monitoring Plan D4 - Previously Completed Project Information . . Dl- Vegetation Plan . . . . . ALTAMONT ENVIRONMENTAL, INC. ENGINEERING & HYDROGEOLOGyl 50 COLLEGE STREET, ASHEVILLE, NC 28801 TEL. 828.281.3350 FAC.828.281.3351 www.altamontenvironmental.com REACH 3 VEGETATION PLAN NORTH P ACOLET RlVER POLK COUNTY, NORTH CAROLINA June 10, 2008 Introduction The following Vegetation Plan is proposed for Reach 3 of the North Pacolet River. The focus of this plan is to describe how vegetation existing within Reach 3 can be managed and preserved, and how vegetation will be established in areas that are disturbed as part ofthe streambank stabilization project.. This vegetation plan largely applies to areas identified as the Minimum Conservation Easement Area (MCEA) in Figure 2 ofthe Reach 3 Design Package (Figure 2), Delineation and measurement ofthe MCEA was developed as a minimum 50-foot wide area, adjacent to the North Pacolet River, measured from bankfull elevation on the stream bank, landward into the riparian buffer. This plan specifies how the easement/buffer areas will be prepared for planting, the type of plant stock to be used (e.g. live stake, bare root, and container), how specific plant species will be installed in order to achieve the greatest survival rate, and how biological diversity within the riparian buffer will be achieved. This plan also addresses vegetation establishment and soil stabilization of disturbed areas outside of conservation easements/riparian buffers (e.g. on haul routes, access roads, equipment staging areas, stockpile areas, and other land disturbed as part of the Reach 3 streambank stabilization project). Figure 2, Plan Sheets AI-A5 and Table 2-Design Specifications and Details depict locations of work areas, related information, and the estimated amount of plant material to be used for the project. Exotic Invasive Plant Species Management and Transplant Material Identification and Tagging Management of exotic/invasive vegetation within Reach 3 will begin as construction of the project is initiated and the reach is surveyed to identify and mark large exotic invasive plant communities, suitable transplant material, quality plant communities to be avoided, and organic material to be reused. A second round of exotic invasive plant removal will be conducted in the early fall, when the majority of construction is complete, while plants retain their leaves and are easily identifiable, and before they dieback or become dormant for the winter. In order to achieve success in permanently removing exotic invasive plants, and in order to reduce the risk of spreading exotic invasive vegetation to un-impacted areas of the site, exotic invasive plant removal will take place over the entire easement/buffer area within Reach 3. Exotic invasive plants will be controlled by removing the plants by the roots, cutting and spraying or cutting and painting undesirable plants, immediately after they have been cut, with an P:\Polk SWCD NRCS\North Pacolet Reach 3\400 SubmittalsWegetation Plan\Reach 3 Riparian Vegetation Plan - Fina1.doc . Clean Water Management Trust Fund June 10, 2008 Page 2 of6 approved herbicide such as triclopyr. Where appropriate, the removed exotic invasive plants will be burned at an approved location near the work site. Burn locations will be approved by the local U.S. Forest Service office and a burning permit will be obtained and maintained at the job site at all times while the project is underway. The local fire department will also be notified on days when burning will take place. If such a location is approved, no aid of chemical accelerants, such as gasoline or diesel, will be used to ignite the fires. High quality riparian plant material and communities currently exist along the Reach 3 streambanks of the North Pacolet River. Immediately before heavy equipment work begins, a vegetation team led by a trained plant biologist will survey the reach and identify and mark: . Existing native woody vegetation in proposed work areas that will be disturbed and is suitable for transplant . Major exotic invasive plant communities that should be eradicated, including Chinese Privet, Multiflora Rose, Kudzu, and Japanese Honeysuckle . Native vegetation and high-quality plant communities that should be avoided . Organic material suitable for the construction of proposed structures and geo-lifts . Identifying and marking transplant material will allow the contractor selected for the project to dig and stage transplant material prior to construction of bank stabilization, and to rapidly replant the material once construction in a particular area is completed. The vegetation team will be directed not to damage quality vegetation and to keep disturbance of the buffer to a minimum as exotic invasive plant removal and transplant material tagging activities are conducted. After removal, exotic invasive plants will be neatly stockpiled at the locations specified on Figure 2 and hauled away via suitable truck or trailer. Removed plants will be taken to an approved landfill or to an approved location for burning, depending on weather conditions at the time. Ifweather conditions permit and an appropriate location is selected, burning of removed exotic invasive vegetation may be the preferable solution for disposal due to cost of transport, proximity to the work area, and the reduced potential to spread exotic invasive plants to surrounding areas. Sourcing and Staging Plant Material Due to the amount of native plant material needed for this project, it is anticipated that plant material will be sourced from multiple plant suppliers. Suppliers will be selected from the January 10, 2008 version, or newer if available, Wetland (Native) Plant Vendor List for North Carolina, specified by the North Carolina Department of Environment and Natural Resources (NCDENR)-Division of Water Quality (DWQ). Purchasing plant stock from this list will help to ensure that plants used for this project are from certified nurseries and that the plant stock has been obtained by appropriate and legal methods. . In order to accommodate the amount of native plant material that will be required for this project, it may be necessary to establish a temporary nursery near the Reach 3 project area. The temporary nursery area is the location where plants will be received from suppliers, organized, stored, and prepared for planting on the stabilized streambanks and within the riparian buffer. It is estimated that approximately one acre P:\Polk SWCD NRCS\North Pacolet Reach 3\400 Submittals\Vegetation Plan\Reach 3 Riparian Vegetation Plan - Final.doc . . . Clean Water Management Trust Fund June 10,2008 Page 3 of6 of land will be needed for the temporary nursery area, which may be donated by an adjacent property owner. It is recommended that the temporary nursery area be set up prior to construction. Restoring and Enhancing the Riparian Buffer and Conservation Easements Plant material installed within the conservation easements/riparian buffers will consist of native herbaceous plants, woody shrub, and tree species. Plant species selected to be installed in buffers along Reach 3 were selected based on a qualitative riparian vegetation assessment of the reach. Although the riparian buffer along Reach 3 is impaired and altered in many locations, areas do exist where the buffer is relatively undisturbed and these areas exhibit a diverse variety of native plants in various stages of natural succession. Vegetation observed in these areas was used as a reference for native herbaceous plant, shrub and trees lists specified in this plan. Plant material specified for this project will consist of native seed mixes, non-invasive seed mixes (to be used to stabilize disturbed soils beyond the riparian buffer/conservation easement area), live stakes, bare root trees and shrubs, container trees and shrubs, and transplant material that will be reclaimed before the area is disturbed in order to stabilize stream banks and install floodplain benches. Floodplain Benches and Stabilized Streambanks The bulk of native nursery stock vegetation will be installed in areas where streambanks are stabilized and along floodplain benches. These areas, indicated in red and brown hatch on Figure 2, are locations where streambanks are in poor condition, are actively eroding, and are essentially void of quality riparian vegetation. These areas are also where the greatest disturbance to the existing bank will occur as part of this project and where the majority of in-stream structures and grading of the stream banks to a stable slope will take place. Plan Sheets AI-A5 show these areas in greater detail. Installed floodplain benches and slope stabilization areas will be constructed, stabilized, and vegetated one at a time, beginning at the upstream end of Reach 3. Each of these individual areas will be completed before land-disturbing activities begin in the next area. All disturbed areas on stream banks will be stabilized at the end of each work day. Construction sequencing and preparation for planting will generally take place in the following order: 1. Bankfull benches and geo-lifts will be installed. 2. Streambanks landward of the bankfull bench will be graded to a stable slope. 3. In-stream structures will be installed per the descriptions in the construction diagrams. 4. Floodplain benches will be hard-raked and fertilized per interpretations made from the fertilizer recommendations found in the attached agronomic soil test report for the composite soil sample collected from eroding stream banks within Reach 3. 5. Exposed areas of geo-lifts will be seeded with seed mixes specified below, fertilized, and mulched with straw prior to coir fabric being wrapped over the lift and staked in place. 6. Disturbed areas below the top of the existing streambank will be hand-seeded with a conservation/riparian buffer seed mix consisting of 40% switchgrass, 30% winter rye grass, 10% P:\Polk SWCD NRCS\North Pacolet Reach 3\400 SubmittalsWegetation Plan\Reach 3 Riparian Vegetation Plan - Final.doc . Clean Water Management Trust Fund June 10, 2008 Page 4 of6 deer tongue, 10% juncus, 5% big blue stem, and 5% little blue stem at a rate of one pound per 1,000 square feet or 35-40 bulk pounds per acre. Additionally areas that are observed to be retaining water and appear that they may support a wetland plant community will be seeded with Ernst Conservation Seeds mix ENRMX 122 or the equivalent at 15 bulk pounds per acre or 1/3- 1/2 pound per 1,000 square feet. Disturbed areas between the water's edge and 1.5 times bankfull elevation will be stabilized with 900- gram-per-square-meter coconut coir fabric placed over cultivated, fertilized, seeded, and straw-mulched soil. Coir fabric will be trenched in on all sides, and staked in place with wooden and live stakes. Areas between 1.5 times bankfull and the top of bank will be reinforced with coconut jute fabric secured in place with wooden stakes or, alternatively, may be hydro-seeded with seed mixes listed above, an approved mulch, and tackifier. . Native species of shrubs and trees will be planted in stabilized areas of the streambank within the first 50 feet of the easement/riparian buffer. Live stake trees/shrubs will be planted near the water's edge and used to help secure the coir mesh in place and to help rapidly stabilize soils at the toe of the stream bank. A total of approximately 13,000 live stakes will be installed in the project area on the toe of the bankfull benches adjacent to the water and in other wet areas. Equal numbers of at least four of the following varieties of live stakes will be planted within Reach 3: box elder, silky dogwood, ninebark, red osier dogwood, grey dogwood, hawthorn, eastern cottonwood, black willow, American elderberry, arrowwood viburnum, or nannyberry viburnum. Approximately 4,550 large trees and 10,500 small trees/shrubs will be planted within Reach 3, excluding live stakes. Sixty percent of the plant material (9,100 trees and shrubs) will be bare root and 40 percent of the plant material will be container plants. One half of container plants must be in three-gallon pots and be three feet tall from the top of the pot. The other half will be in five gallon pots and be five feet tall, measured from the top of the pot (Table 2-Design Specifications and Details). Varieties of large trees must come from the following list and equal numbers of at least five species of trees on the list must be installed. Similarly, small trees/shrubs must come from the following list and at least six species from the list must be planted. Trees and shrubs will be planted in areas where they have the best chance for survival, (i.e. water loving plants will be planted in wetter areas of the site or closer to the water and shade loving plant will be planted in shadier areas of the site). Trees will be planted at a density sufficient to provide 320 trees per acre at maturity. To achieve this density, approximately 436 (1 Oxl 0 feet spacing) to 681 (8x8 feet spacing) trees per acre will be planted initially. Shrubs will be planted at a density sufficient to provide 1,200 shrubs per acre. These densities are taken directly from the Guidelines for Riparian Buffer Restoration produced by the NCDENR. These densities include transplant material that will be sourced from areas to be disturbed by streambank stabilizati on. Large Tree List: river birch, shagbark hickory, white or green ash, black walnut, American beech, tulip poplar, sourwood, silver maple, eastern cottonwood, sycamore, black cherry, white oak, southern red oak . P:\Polk SWCD NRCS\North Pacolet Reach 3\400 SubmittalsWegetation Plan\Reach 3 Riparian Vegetation Plan - Fina1.doc . . . Clean Water Management Trust Fund June 10, 2008 Page 5 of6 Small Trees/Shrubs List: downy serviceberry (shadebush), American hornbeam (ironwood), American holly, red mulberry, common alder, red chokeberry, button bush, witch hazel, winterberry, northern maleberry, catawba rhododendron, wild azalea, blackberry, dog hobble, fetter bush All re-vegetated areas will be watered at least weekly for a minimum of three months and watering and re-seeding will continue, as necessary, during dry periods until seed has germinated and a six-inch vegetative cover has been established on all disturbed areas within Reach 3. EWP/DWR Enhancement Areas Disturbance of these areas will be minimal because streambanks in these areas have been stabilized by work completed in the past under NCDENR-Division of Water Resources (D\VR) and Emergency Watershed Protection (EWP) programs. The streambank stabilization design for Reach 3 specifies only minor grading in these areas sufficient to enhance existing rock toe stabilization and riparian vegetation. EWP work in these areas generally consisted of reinforcing the toe of the stream bank with large quarried boulders and sloping the banks back to an approximate 3 H: 1 V slope. The Polk County Soil and Water Conservation District's (PCSWCD) and Altamont's design for these areas is to enhance the toe of these streambanks with log vane, in-stream structures to help redirect flow and reduce near-bank shear stress. Vegetation installed above rock toe structures as part of the EWP projects does not extend to the proposed outer edge of the riparian buffer/conservation easement and in most locations is lacking woody shrub and tree species that provide increased streambank stability, increased biological function, and water quality benefits through shading the channel. Similar to work conducted in benching and grading areas, in-stream structure and vegetation enhancement of these areas will be completed one area at a time. Once installation of log-vane and log J-hook vane structures is complete in EWP/DWR areas, disturbed soils will be prepared and seeded with the same conservation seed mixes specified above. Coir matting will be installed as described above as necessary below 1.5 times bankfull elevation. Disturbed areas between 1.5 times bankfull and the top of bank will be seeded as described above. After seeding and matting is complete, woody shrub and tree species will be installed in the buffer/easement area as described above to achieve planting densities specified in the Guidelines for Riparian Buffer Restoration. All Other Minimum Conservation Easement Areas MCEAs indicated in green outlined with a grey dashed line on Figure 2 are the areas within Reach 3 where the streambanks are in relatively good condition, stable, and are somewhat well-vegetated with the exception of exotic invasive species. At some locations within these areas, woody vegetation does not extend to the minimum 50-foot distance measured from the top of the bankfull streambank. At these locations woody shrub and tree species specified above will be planted at a spacing that will yield mature tree and shrub densities outlined in the Guidelines for Riparian Buffer Restoration. Additionally, before construction begins, the design of this project will be finalized and conservation easement areas will be discussed in more detail with the property owners. The property owners will then P:\Polk SWCD NRCS\North Pacolet Reach 3\400 Submittals\Vegetation Plan\Reach 3 Riparian Vegetation Plan - FinaI.doc . . . Clean Water Management Trust Fund June 10, 2008 Page 6 of6 be given the option to extend conservation easements beyond the minimum 50-foot required buffer/easement area into other contiguous natural areas of their property that they want to conserve. Planting of these areas is not specified in this plan nor will it anticipated to be necessary. Naturally occurring plant communities will be preserved in these areas. Soil Stabilization and Vegetation of Disturbed Areas Beyond the Riparian Buffer and Conservation Easements Standard seed mixes will be acceptable for areas beyond the minimum 50-foot riparian buffer/conservation easement area. Seed mixes used outside the buffer/easement area will be required to include three varieties of non-invasive seed, one variety being an annual grain suitable as a nursery crop. The outside buffer/easement seed mix will be applied at 30 bulk pounds per acre. Before these areas are seeded, the disturbed area must be cultivated at a minimum with a hard rake (e.g. a tractor drawn tool such as a rotovator), fertilized based on the recommendation in the attached soil test report, mulched with straw, and watered until a six inch stand of vegetation is established. Hydroseeding of these areas with a similar seed mix will also be acceptable; however the area will still require cultivation prior to spray application. P:\Polk SWCD NRCS\North Pacolet Reach 3\400 Submittals\Vegetation Plan\Reach 3 Riparian Vegetation Plan - FinaI.doc . D2 - Guidelines for Riparian Buffer Restoration . . . \. :.': i ( ;' (<.:/, :<c.., . , . co ,,:<(1":\ /\,/>;J":/') '" ,....,,}.\j ~ \;;X~'/I ';{:~- ..~ "'C..,.('...-:.... '.L?/ ;,.:.~.~._.._- -' \,'.,- ~.P -I' \',,-.V.... .J/~0~i:t < \ y~ ['\J .c. Dep2j1'tment of Envit'onrneni: a.nd NZ:1tut'3./ Resources Ecosys.tern Enhancement Pro9"ClnJ October 2004- . 1 e '.-"~; J. j~<:i'c>:,e Riparian buffers have been identified as a valuable tool for protection of water quality when properly designed and established in the appropriate landscape setting. For this reason, the goal ofthe Ecosystem Enhancement Program (EEP) is to implement projects to restore riparian buffers that have the greatest value for reducing pollutants in our surface waters as well as provide important aquatic and wildlife habitat. The purpose ofthese guidelines is to provide the technical infoTI11ation necessary for the successfi..ll planning and establish..ment of riparian buffers. The guidelines are intended for use by private consultants in developing restoration plans for the EEP but should also have utility for private landowners as well as local governments involved in the restoration of riparian buffers. ",' :....J/ JI'..I... PtiClt'f{~/ pjp:~rl;iin Pr-C:lects A number of factors determine the success of particular riparian buffer restoration projects. In addition to the physical characteristics of the site, issues ~ such as land costs, land ownership, and logistical constraints must be taken into consideration. The following physical characteristics are intended to provide general guidance when identifying sites and are not intended to exclude sites that may have merit based on other criteria. . . Woody vegetation absent or sparse (less than 100 stems per acre that are 2: 5 inches diameter at breast height) measured within 50 feet of intermittent and perennial streams, lakes, ponds, and shorelines. . Adjacent to headwater streams or those streams defined as first, second, or third order. . Project length greater than 1,000 feet (for projects implemented by the EEP). . Ditches, gullies, or evidence of concentrated flow within 50 feet of intermittent and perennial streams, lakes, ponds, and estuaries. . Adjacent source of nitrogen including cropland, pasture, golf course, residential development, ball fields, etc. . Water table depth within three to four feet of surface as determined by characteristics of soil cores. Components oh Ripqri~n Butt.-::r Restoi"qtion/EnhcPlCement PI.:m Site Assessmenf The riparian area to be restored should be evaluated with respect to these factors that control the viability of riparian plants: . . Soil moisture . Soil pH 2 . . Soil texture . Seasonal high water table depth . Flooding potential . Aspect, topography, and microtopographic relief Sde PtepC;fc;fion The restoration/enhancement plan should address these items regarding preparation of the site for planting: . Plow or rip site to improve compacted soil and/or eliminate areas where channelized flow has developed. o Control of sod- forming grasses such as fescue and Kentucky bluegrass that will compete with plantings for nutrients. . Control of invasive, exotic plants that would hinder the re-establishment of woody vegetation. Proposals for pesticide use should always be reviewed by the NOIih Carolina Division of Water Quality staff to insure compliance with the Neuse and Tar-Pamlico Riparian Buffer Rules. C:()rr';lT1C)t) !nv~5ive Ei~()"f:iC P[~n.ts in (',..!c'r+h (:ql"olina . Ailanthus altissima (Tree-of-Heaven) Albizia julibrissin (Mimosa) Elaeagnus umbel/ata (Autumn Olive) Hedera helix (English Ivy) Lespedeza cuneata (Korean or Sericea Lespedeza) Ligustrum sinense (Chinese Privet) Loniserajaponica (Japanese Honeysuckle) Microstegium vimineum (Japanese Grass) Paulownia tomentosa (Princess Tree) Pueraria lobata (Kudzu) Rosa multiflora (Multiflora Rose) Wisteria sinensis (Chinese Wisteria) . Stabilize areas of bare soil. Refer to the following list for species of grasses/sedge appropriate for soil stabilization. The majority ofthese species are by necessity not native to North Carolina. At present, there are only a few species of native grasses useful for erosion control that are commercially available. Please note that fescue grasses should not be used for soil stabilization. Fescue grasses, particularly tall fescue, are competitive and will inhibit the eventual re-establishment of native species. . 3 . Agtostis q/bq (Reqtop) Found in fields, pastures, roadsides, and other disturbed places throughout North Carolina, this native warm season grass should be used sparingly for erosion control and soil stabilization. Cc;rex stridq (Sedge) This sedge occurs naturally in marshes and low meadows throughout the mountains and northern piedmont and coastal plain of North Carolina. This species has utility in a mix for soil stabilization in moist areas. Vqctyiis g/ometqfq (OtchatqgtClsS) This perennial, cool season bunchgrass is a good alternative to fescue because it is less competitive and ailows native herbs to colonize the site. Hordeum spp. (Batley) . A number of species of barley can be used for soil stabilization. Barley is a cool season, annual grass that when moisture is available will germinate in the fall, stay green during the winter, and then die in the spring as competition for wann season plants increases. Pqnicum c/qnc/estinum (Deet Tongue) This native, perennial, warm season bunch grass can be used in moist low woods primarily in the piedmont and mountains. Pqnicum spp. (Panic GtClsses) A number of species of panic grasses can be used for soil stabilization depending on the moisture regime and soils of the site. Pqnicum virgqfum (Switchgtass) This native, perennial, warm season bunchgrass can tolerate a wide range of moisture regimes. It can be used along streams, in wet or dry woods, brackish and freshwater marshes, sloughs, swales, and low pinelands primarily in the eastern piedmont and coastal plain. Pennisetum g/qucum (Brown Top or Pearl Millet) . This fast-growing, robust, annual grass exhibits good drought tolerance which makes this species an important warm season option for soil stabilization. 4 . phq/qtis qrunc!inqceq (Reeq (qnq'Ygrqss) A native to North Carolina, this perennial cool season grass is used for the stabilization of pond shorelines, drainage ditches, and stream banks in the mountains and western piedmont. It is established by planting freshly cut stem slips or rhizome fragments. Please note that this species is aggressive and fonns large monotypic stands that displace other species. It should only be used if no other species are available. Secq/e cerec;/e (Winter R.ye or Rye Gr~in) Winter rye is a cold-hardy annual grass that will germinate and grow at iow temperatures. By maturing early, it offers less competition during the late spring, a critical time in the establishment of perennial species. Winter rye genninates quickly and is tolerant of poor soils. Sorghum hic%t (Suqqngrqss) . Only the small-stemmed varieties of this annual wann season grass should be used. Sudangrass is useful for temporary seeding, and it is adapted to soils relatively high in clay content. Seed for common Sudangrass is not always available, but other small- stemmed types may be used, such as the hybrid Trudan. The coarse-stemmed Sorghum-Sudangrass hybrids are not appropriate for erosion control. D. . "1. If -, ' ,<JfXii'IMl tJUlret [,!c:S!g/1 Species Diversity qnd Composition The most effective riparian buffers have trees and shrubs to provide perennial root systems and long-term nutrient storage. The design of a riparian buffer can .. be modified to fit the landscape and the landowner's needs, for example, by replacing shrubs with more trees, substituting some of the trees with shrubs, or incorporating a grass zone. In any scenario, the width of the woody vegetation should be at least 30 feet directly adjacent to the streambanklshoreline. Choose 10-12 species of native trees and/or shrubs appropriate for site based on site assessment and reference conditions. In addition, please note that this list is alphabetical and does not take into account the assemblages of plants found in nature. The inventory of plants found on the reference site can help determine an appropriate assemblage for the restoration site. In addition, the North Carolina Natural Heritage Program's Classification of the Natural Communities of North Carolina: Third Approximation is a valuable reference on natural assemblages of plants (Shafele, Michael P. and Alan S. Weakley, 1990). . 5 . Typically, there should be at least three or four understory trees for every canopy tree to provide structural diversity similar to mature forests. Where shrub species are incorporated into the planting plan, they should be distributed more densely at outer edge of riparian buffer to reduce light penetration and recolonization by invasive exotic species. The following table provides a list of native tree and shrub species appropriate for use in riparian buffers. N<itive Regions M= MountClins P= Piedmont C= COClst'il P[Clin Light Re'luirements 5= ShClde P= P;:; rti..:J I Sun F= Full Sun Moisture R.e'luirements L= Low Moisture M= ModerCjte MoistUl~e H= High ,Iv\oisture A= A'luCltic . M P C 5 P F L M HA Meq[um to 14rge Trees Acer barbatum Southern sugar maple X X X X X Acer saccharinum silver maple X X X X X Acer saccharum sugar maple X X X X Betula alleghaniensis yellow birch X X X X Betula lenta cherry birch, sweet birch X X X X Betula nigra river birch X X X X X X X Carya aquatica water hickory X X X X Carya cordiformis bitternut hickory X XX X X X X X Carya glabra pignut hickory X X X X X X X X Carya ovata shagbark hickory X X X X X X X Carya tomentosa mockernut hickory X XX X X X X X Celtis laevigata sugarberry, hackberry X X X X X Chamaecyparis thyoides Atlantic white cedar X X X X X Cladrastis kentuckea yellowwood X X X X Diospyros virginiana persimmon X X X X X X X X Fagus grandifolia American beech X X X X X X Fraxinus americana white ash X X X X X X Fraxinus pennsylvanica green ash X X X X X X X Fraxinus profunda pumpkin ash, red ash X X X X Juglans nigra black walnut X X X X X X Liriodendron tulipifera tulip poplar, yellow poplar X v X X X X X ^ Magnolia acuminata cucumber magnolia X X X X X Magnolia fraseri Fraser magnolia X X X Nyssa aquatica water tupelo X X X X X X Nyssa sylvatica black gum X X X X X X X X Nyssa sylvatica var. bif/ora ~wamp black gum ( X X X X X Oxydendrum arboreum sourwood X XX X X X X Picea rubens red spruce X X X X X Pinus echinata shortleaf pine X XX X X X Pinus palustris long leaf pine XX X X X Pinus rigida pitch pine X X X . 6 . . M P C S P F L MH A Pinus serotina pond pine X X X X Pinus strobus white pine X X X X X Platanus occidentalis sycamore X XX X X X X Populus deltoides eastern cottonwood XX X X -------..- swamp cottonwood X X X X Populus heterophylla Prunus serotina black cherry X X X X X v X X I ^ Quercus alba white oak X XX v X X X ^ Quercus bicolor swamp white oak X X X v ^ Quercus coccinea -,.-. X X X X X scarlet oak Quercus falcata Southern red oak X X X X X v X ^ Quercus pagoda cherrybark oak X X v X X X ^ Quercus laurifolia - v X v X "if V laurel oak ^ ^ ^ ^ Quercus /yrata overcup oak X X X X X Quercus margaretta sand post oak X X X X Quercus marilandica black jack oak v X X X X v ^ ^ Quercus michauxii swamp chestnut oak , 'X X X X X 'X X Quercus nigra water oak X X X X X X v ^ Quercus phellos willow oak X X X X X v X ^ Quercus prinus chestnut oak X X X X X Quercus rubra Northern red oak X X X v X X ^ Quercus shumardii shumard oak u. X X X X X X Quercus stellata post oak X X X X X X Quercus velutina black oak X X X X X X Quercus virginiana live oak X X X X - t-- Robinia pseudoacacia black locust X X X X X X Taxodium ascendens pond-cypress X X X X Taxodium distichum bald-cypress X X X X Tilia americana var. heterophylla basswood X X X X X Tsuga canadensis Eastern hemlock X v X X v X ^ ^ Tsuga caroliniana Carolina hemlock X X X X X Ulmus a/ata winged elm X X X X X X X Ulmus americana American elm X X X X X X Small Trees Amelanchier arborea downy serviceberry, shadbush X X X X X X Amelanchier canadensis Canada serviceberry X X X X Amelanchier laevis smooth serviceberry X X X X X Asimina triloba pawpaw X X X X X X Carpinus caroliniana ironwood, American hornbeam X X X X X X X Cercis canadensis eastern redbud X X X X X X Chionanthus virginicus white fringetree, old man's beard X X X X X X Comus altemifolia alternate-leaf dogwood X X X X Comus florida flowering dogwood X X X X X X X Crateagus crus-galli cockspur hawthorn X X X X X X X Crateagus flabellata fanleaf hawthorn X X X X Crateagus flava October haw X X X X X X Cyrilla racemiflora titi X X X X X Fraxinus caro/iniana water ash X X X X Gordonia lasianthus loblolly bay X X X X X X . 7 . . M P C 5 P F L MH A Halesia tetraptera (H. carolina) common silverbell X X X X X lIex opaca American holly X X X X X X X X Juniperus virginiana Eastern red cedar X X X X X X X Magnolia tripeta/a umbrella tree v X X X ^ ~--------_._- ... sweetbay magnolia X X X X )( X X Magnolia virginiana Morus rubra red mulberry X X X X X X Osmanthus americana wild olive, devilwood ^ v v v ^ ,.... ^ Ostrya virginiana Eastern hop-hornbeam X X X X X Persea borbonia red bay X X X X X X Persea palustris swamp bay X X X X X X Pinus pungens table mountain pine X X X Prunus amerieana American wild plum X 'J v v ^ ^ ^ Prunus caroliniana Carolina laurel-cherry X v v X X " " Quercus incana bluejack oak X X X X Quercus laevis turkey oak X X X X Rhus glabra smooth sumac X X I IX X X I Rhus hirta (Rhus typhina) staghorn sumac X X X Salix carolinian a swamp willow X X v X v X X ^ ^ Salix nigra black willow X X X X X X X Sassafras albidum sassafras X X v X v v X ^ ^ ^ f--.. -..,-. - Staphylea trifolia bladdernut X X X X Symplocos tinctoria horse-sugar, sweetleaf X X X X X X X Ulmus rubra slippery elm X X X X X Sht,;bs Aesculus sylvatica painted buckeye X X X X X Alnus serrulata* common alder X X X X X X X X Aronia arbutifolia red chokeberry X X X X X X X Baccharis halimifolia silverling X v X X X X ^ Callicarpa americana American beautyberry X X X X X X Calycanthus floridus sweet-shrub X X X X X Castanea pumila Allegheny chinkapin X X X X X X X Ceanathus americanus New Jersey tea X X X X X X Cephalanthus occidentalis buttonbush X X X X X X Clethra acuminata mountain sweet pepperbush X X X X Clethra alnifolia sweet pepperbush X X X X X Comptonia peregrina sweet fern X X X X Com us amomum silky dogwood X X X X X X X Camus stricta swamp dogwood X X X X Corylus americana American hazel, hazelnut X X X X X Euonymus american us hearts-a-bustin', strawberry bush X X X X X X X Fothergilla gardenii witch-alder X X X X Gaylussacia frondosa dangle berry X X X X X X Hamamelis virginiana witch hazel X X X X X X X Hydrangea arborescens wild hydrangea X X X X X /lex coriacea gallberry X X X X X lIex decidua deciduous holly, possum haw X X X X X lIex glabra inkberry X X X X X X /lex verticillata winterberry X X X X X X X X . 8 . . . /lex vomitoria yaupon holly X X X X X !tea virginica Virginia willow X X X X X Kalmia angustifolia var. caroliniana lamb-kill, sheep-kill X X X X X Kalmia latifolia mountain laurel X X X X X X -~-_.- - ---~_._---_._._- ---- - -- - - ----- ..... m. X I--- Leucothoe axil/aris coastal dog-hobble X X X Leucothoe fontanesiana dog-hobble v X v X ^ " Leucothoe racemosa fetterbush X X X v v X ^ ^ Lindera benzoin spicebush v X X X ^ Lyonia ligustrina northern maleberry X X X X X X Lyonia lucida shining fetterbush X X X X Myrica cerifera* Southern wax-myrtle X X X xix X X X Myrica cerifera var. pumila' dwarf Southern wax-myrtle Xl ,X X X X ,'./Iyrica heteropl1ylla* bayberry, evergreen bayberry v v v v ^ ^ ^ ^ Pieris floribunda evergreen mountain retterbush . X X X X Rhododendron atlanticum I dwarf azalea X X X Rhododendron calendulaceum 'flame azalea -+x v X' , 'X .^- Rhododendron catawbiense Catawba rhododendron X X X X X X X Rhododendron maximum rosebay rhododendron X X X X X v ^ Rhododendron periclymenoides pinxter flower, wild azalea X X X X X X Rhododendron viscosum swamp azalea X X X X X X Rhus copal/ina winged sumac X X X X X X X Rosa carolina pasture rose, Carolina rose X X X X X X X Rosa palustris swamp rose X X X X X X Rubus al/egheniensis Alleghany blackberry X X X X Rubus cuneifolius blackberry X X X X X X Rubus odoratus purple flowering raspberry X X X Salix humi/is prairie willow X X X X Salix sericea silky willow X X X X X X Sambucus canadensis common elderberry X X X X X X Spiraea alba narrow-leaved meadowsweet X X X Spiraea latifolia broad-leaved meadowsweet X X X Spiraea tomentosa meadowsweet X X X X X X Stewartia malacodendron silky camellia X X X X Stewartia ovata mountain camellia X X X X X Styrax grandifolia big leaf snowbell X X X X X Vaccinium arboreum sparkleberry X X X X X X Vaccinium corymbosum highbush blueberry X X X X X X X X X Vaccinium crassifolium creeping blueberry X X X Vaccinium elliottii mayberry X X X Vaccinium stamineum deerberry, gooseberry X X X X X X Vaccinium pallidum lowbush blueberry X X X X X Viburnum acerifolium maple-leaf viburnum X X X X X X Viburnum dentatum Southern arrowwood vibumum X X X X X X X Viburnum nudum possumhaw viburnum X X X X X X Viburnum prunifolium blackhaw viburnum X X X X X X Viburnum rafinesquianum downy arrowwood X X X X Viburnum rufidulum rusty blackhaw X X X X X Xan~omaa~mpoc~~ma yellowroot X X X X X X * These fix nitrogen and should not be used for riparian restoration adjacent to Nutrient Sensitive Waters. 9 . Where grasses are incorporated into the planting plan on the outside of the buffer strip, only native grasses should be used. Native grasses produce a much more extensive and deep root system than commonly used non-native grasses such as fescue. Andropogon gerardii (Big Bluestem) Andropogon virginicus (Broomsedge) Arundinaria gigantea (Giant Cane) Eragrostis spectabilis (Purple Love Grass) PaniCU111 anceps (Beaked Panicum) Panicum clandestinum (Deertongue) Panicum hemitomon (Maidencane) Panicul11 virgatum (Switchgrass) Schizach}'riurn scopariU171 (Little Bluesten1) Sorghastrum nutans (Indian grass ) Tridensflavus (Purple-Top) Tripsacum dactyloides (Gama Grass) . PIClnting Density Trees should be planted at a density sufficient to provide 320 trees per acre at maturity. To achieve this density, approximately 436 (1 Oxl 0 feet spacing) to 681 (8x8 feet spacing) trees per acre should be planted initially. Shrubs should be planted at a density sufficient to provide 1,200 shrubs per acre. . 10 . plcmt Size In many cases, the most cost effective and successful size plant material is bare root seedlings. Some species such as the hickories do poorly as bare root seedlings and will be much more successful as containerized seedlings. In either case, tree shelters should be used to accelerate growth and increase survivability of seedlings. In addition, management of competing vegetation after planting is easier, mowing and weed wacker strikes are prevented, herbicides are isolated from trunk contact, and grazing by deer are restricted. The use of tree shelters may only be practical from an economic standpoint for more expensive seedlings of species difficult to establish, such as red oak. Reductions in maintenance costs and increased seedling vigor associated with tree shelters suggest that tree shelter plantings may be a more cost-effective approach than planting unprotected larger material. In urban or other high visibility areas, some specimen trees and shrubs should be incorporated into the planting plan for projects implemented by the EEP. \\Then live stakes or dormant cuttings are incorporated in a planting plan, choose only the previous season's growth. Live stakes should typically be approximately % inch in diameter and three feet long, and donl1ant cuttings should be approximately Yz inch in diameter and two feet long. Suppliers of N~tive PI~nt M~teri~1 . Local nurseries are the best option in acquiring plants that will be successful. Plants grown from seeds or cuttings collected close to the restoration area will be the most likely to survive and reproduce. PI~nting L~yout The planting plan should indicate that trees and shrubs will be planted in a random pattern. For inexperienced planting crews, pre-labeled flagged wires can be used to mark the random location of plantings. These flags can also be color coded for each particular species. Various colors of spray paint can also be used to differentiate species. Pl~nting Pr~dice5 When planting seedlings, it is helpful to mark the plants with colored flagging to make them easier to locate during maintenance tasks. The flagging can also be color-coded to mark plants that have died for replacement at a later date. Tree protectors are also helpful for locating plants. Tree seedlings should be kept moist and should not be exposed for extended periods oftime. A correctly planted tree should have the following general characteristics: . . Planted so that the root collar is slightly below the soil surface. . Have the main roots nearly straight or spread out. 11 . . Have soil firm around the roots. . Have the tree in an upright postion and have it nearly even with the general ground level, not sunk in a hole or raised on a mound. Please note that the Neuse and Tar-Pamlico Riparian Buffer Rules allow for a one time fertilizer application to establish newly planted vegetation. Ongoing fertilizer application is prohibited by these rules, Control of GrClsses Clnd Forbs . In the early stages of riparian buffer establishment, competition for nutrients by . 'lll), adjacent grasses and forbs will substantially inhibit seedling growth. Release ,,",4 from herbaceous competition has been demonstrated as the most cost-effective method to accelerate the growth of seedlings. The plan for buffer establishment must incorporate control orthe herbaceous layer. Options for weed control include four to six inches ofweli-aged hardwood muich, weed controi fabrics, or pre-emergent herbicide. Typically, mowing to control weeds will be impractical based on the random distribution ofplantings. Weed control should be continued for three years from the time of planting. AreCls of ConcenhClted Flow During the required five year monitoring period, the riparian buffer should be inspected for evidence of concentrated flow. If concentrated flow has begun to form, a level spreader or other best management practice should be installed to diffuse the flow before it enters the restored riparian buffer. Illustrations by Karen M Lynch . 12 . D3 - Monitoring Plan . . . . . ALTAMONT ENVIRONMENTAL, INC. ENGINEERING & HYDROGEOLOGyl 50 COLLEGE STREET, ASHEVILLE, NC 28801 TEL. 828.281.3350 FAC, 828.281.3351 www.altamontenvironmental.com REACH 3 MONITORING PLAN NORTH P ACOLET RIVER POLK COUNTY; NORTH CAROLINA June 10, 2008 Introduction The following baseline and post-construction monitoring plan is proposed for Reach 3 of the North Pacolet River. The monitoring plan will be used to: 1) establish baseline conditions before project implementation and 2) to document the project's success and site conditions after the project is completed. Baseline monitoring data will consist of water quality data that has been collected by Volunteer Water Information Network (VWIN) volunteers since 1993 and data that has been collected by Altamont Environmental, Inc. (Altamont) and other subcontractors during the last year. Post construction monitoring and data collection will be conducted on an annual basis for a period of five years once permanent conservation easements are protecting riparian buffers and construction of the project is complete. Monitoring data will be provided annually to the North Carolina Clean Water Management Trust Fund (CWMTF) during the summer, after biological sampling and data collection is completed during the spring of each year. The Pacolet Area Conservancy has been collecting water quality data from upstream and downstream of Reach 3 since 1993. These data have been added to the VWIN database and will be provided to the CWMTF as baseline water quality data. VWIN and other water quality and biological data will provide an important baseline for evaluation of long-term water quality improvements, resulting from conservation and enhancement of the riparian corridor, restoration of collapsing non-vegetated stream banks, and improved river morphology and habitat resulting from structure installation within Reach 3 of the North Pacolet River. Baseline monitoring is being funded by a CWMTF assessment grant, and it is anticipated that post- construction monitoring will be funded by a combination of volunteer labor coordinated by the Polk County Soil and Water Conservation District (PCSWCD) and CWMTF funding for construction and monitoring. P:\Polk SWCD NRCS\North Pacolet Reach 3\400 Submittals\Monitoring Plan\Reach 3 Monitoring Plan-081217,doc Clean Water Management Trust Fund June 10,2008 Page 2 of3 . Goals and Objectives Pre-construction monitoring consists of the detailed assessment currently being conducted for Reach 3 by Altamont. The results of the detailed assessment will provide insight into the existing conditions of the North Pacolet River and guide the design of the streambank restoration and riparian corridor conservation project. They will be documented in the Reach 3 Design Report and Pre-Construction Notification. The primary goal of the project is to reduce sediment pollution and improve water quality in the North Pacolet River by establishing a protected riparian corridor and by stabilizing streambanks along the project reach. Successful implementation of this project will accomplish the following measurable objectives: 1. " .:... 3. 4. . 5. 6. 7. Restore the stream's natural function and interaction with the floodplain (as measured by sediment deposition and aggradation on the floodplain). Reduce streambank erosion (as measured by bank erosion pin readings). Restoring the natural sediment transport function of the river (as measured by bed material sampling). . Improve diversity and density of native vegetation within the 50-ft protected riparian corridor (as measured by both qualitative and quantitative vegetation assessment). Improve aquatic habitat within the stream channel (as measured by macro-invertebrate sampling). Improve terrestrial habitat within the riparian corridor (as measured by field observation). Reduce turbidity and Total Suspended Solids measurements downstream of the project reach, (as measured by water quality sampling and compared to VWIN baseline data). Post-construction monitoring and data collection will evaluate the restoration efforts within the project reach. Annual monitoring reports will be submitted after construction of the project. Following the stakeholders long-term vision of conservation and restoration of the North Pacolet River, it is anticipated that the monitoring plan will be expanded in the future to encompass the entire North Pacolet River in North Carolina from its headwaters near Saluda to the North Carolina/South Carolina state line as in Reaches 1,2, and 4. The post-construction monitoring report fonnat will be replicated to the extent possible and will be submitted annually after construction is complete. It will clearly organize collected data for comparison to subsequent and/or previous monitoring reports. Pre and Post-Construction Monitoring Work and Implementation Baseline Monitoring Baseline Monitoring of Reach 3 will consist of: . 1. Measuring sediment deposition and aggradation on the floodplain. 2. Taking bank erosion pin measurements. 3. Bed material sampling. P:\Polk SWCD NRCS\North Pacolet Reach 3\400 Submittals\Monitoring Plan\Reach 3 Monitoring Plan-081217.doc . . . Clean Water Management Trust Fund June 10, 2008 Page 3 of3 4. Qualitative and quantitative vegetation assessments. 5. Benthic macro-invertebrate sampling. 6, Field observations ofterrestrial species. 7. Water quality sampling of turbidity and Total'Suspended Solids and comparison to historic baseline water quality data. Baseline Monitoring will include detailed photo documentation of the river conditions within Reach 3, morphologic baseline conditions documented by seven surveyed cross-sections, and a longitudinal profile of the river channel. The morphological data will be compared to Federal Emergency Management Association and North Carolina Floodplain Mapping Program data, VWTN water quality data, and aquatic biological monitoring data and interpretations. Seven cross-sections within Reach 3 have been established as "permanent cross-sections", and will be used as post-construction monitoring locations to collect data. Baseline biological monitoring of predominantly benthic macroinvertebrates was conducted by macro- invertebrate specialist Dave Penrose to help establish the baseline biological integrity ofthe North Pacolet River. Baseline biological monitoring was conducted at four locations along the main stem of the river. Data collected from these four locations in May 2008 will establish baseline biological conditions within Reach 3. Post-Construction Monitoring Post-construction monitoring of river morphology, vegetation success, stream bank stability, water quality, and biological integrity will be conducted by Altamont, subcontractors, and volunteers, and will be completed annually and submitted to the CWMTF during the summer of each year following construction of the project. Ongoing biological monitoring, consisting mainly of benthic macro-invertebrate sampling, will be conducted by Mr. Penrose at the same four locations where baseline monitoring was conducted. These locations are shown in the Baseline Benthic Macro-invertebrate Survey which accompanies this plan. Biological sampling will occur during May of five consecutive years following completion of construction of the project. VWIN water quality data will continue to be used to document water quality both above and below Reach 3 after construction is complete. AItamont will collect comparable post-construction data (photographic, morphologic, vegetative, streambank, and structure stability data) from within Reach 3 at established permanent cross-section locations and throughout the reach to document project success, including areas that may be in need of maintenance. AItamont will be available to the PCSWCD, property owners, and stakeholders of the Reach 3 project to address project concerns and to indentify potential problems at an early stage so that actions may be taken to quickly remedy potential problems and minimize repair costs. P:\Polk SWCD NRCS\North Pacolet Reach 3\400 Submittals\Monitoring Plan\Reach 3 Monitoring Plan-081217.doc . D4 - Previously Completed Project Information . . . . . ~ .} ... CERTlFICA TE OF FINAL COMPLETION - CH2MHILL PROJECT: Polk County NRCS EWP Project 2005 DSR-20Q5-10 PROJECT NO: 327550 OWNERIOWNERS REPRESENTATIVE: Polk County I Sandra Reld CONTRACTORlSUB-CONTRACTOR: Hertiage Group I Justin Halford PROJECT CONSULTANT: Jimmy Kahn DATE OF ISSUANCE: December 12,2005 Designated ~ Shall Include: The Work performed under this contract has been inspected by authorized representatives of the Owner, Contractor, and Engineer. and the Project (or designated area of the project, as indicated above) is hereby declared completed. The Final Completion Date for the designated area is December 12, 2005 The Contractor has complied with all the requirements of Final Completion of the Contract for this project, or designated portion thereof. \~. ..JQ. \.l r:::::> l2..-l \'~.I u S ~ COnsultant Dale The Contractor acknowledges receipt of this Certificate of Final Completion. :T~~ ;,(. j;Q.jC)!;' 0alB "vJrJU- Tille The Owner accepts the Project, or designated portion thereof, as complete and will assume full possession thereof at o'clock, (AM, PM) on 11_ . J ' 11 : 30 P fI1 ,J.Jif'l/rru J( 11 l/l .2tJ ~5 poIkcountyJnmr{do..jj.~t'J fJ,iJ;;Jrl ojtm~(Y1.l~it~1M. i2-/:J-()1} OWner OWners RepnItIenlBIivedle 0allI Attachments to include a complete list of DSR's that are within the completed Group. - . . . w ... CERnRCATE OF RNAL COMPLEnON CH2MHILL PROJECT: Polk County NRCS EWP Project 2005 DSR-2005-09I9A PROJECT NO: 327550 OWNER/OWNERS REPRESENTATIVE: Polk County I Sandra Reid CONTRACTORlSUB-CONTRACTOR: Phillips and Jordan I Thunder Disaster PROJECT CONSULTANT: Jimmy Kahn DATE OF ISSUANCE: December 9,2005 Designated Area Shall Include: The Work performed under this contract has been inspected by authorized representatives of the Owner, Contractor, and Engineer, and the Project (or designated area of the project, as indicated above) is hereby declared completed. The Final Completion Date for the designated area is December 10, 2005 The Contractor has complied with aU the requirements of Final Completion of the Contract for this project, or designated portion thereof. ~\~- Consullant \2/\0 IcC3 Dale The Con1racI:~ oflhis Ceotilicale of F.... Completion. ~~~~rn.r H/Ft/.4 /;?;~~.,-- /0"'" Con1ractorfsllb-Conlf.lctor / Tille Date The Owner accepts the Project, or designated portion thereof, as complete and will assume full possession thereof at J I.' 3 ~ I) rv1 o'clock, (AM, PM) on () _ J ' ':1. _u r-t.:..1... _'f'1.rnJHJi I:L 20di Polk County JlJn:f.ll.~'n ,11 flo;j fJ~ fllii,,,; IJ J ImJ~1171 ~J; Ahz.. 1.2 -J 2-{) I) OWner ' OWners R~1lle Date Attachments to include a complete list of DSR's that are within the completed Group. - . . . - ....... CERTIF/CA TE OF FINAL COMPLETION CH2MHILl. PROJECT: Polk County NRCS EWP Project 2005 DSR-2005-16 PROJECT NO: 327550 OWNER/OWNERS REPRESENTATIVE: Polk County J Sandra Reid CONTRACTORlSUB-CONTRACTOR: Phillips and Jordan J Thunder Disaster PROJECT CONSULTANT: Jimmy Kahn DATE OF ISSUANCE: December 7,2005 Designated Area Shall Include: The Work performed under this contract has been inspected by authorized representatives of the Owner, Contractor, and Engineer, and the Project (or designated area of the project. as indicated above) is hereby declared completed. The Final Completion Date for the designated area is December 6, 2005 The Contractor has complied with all the requirements of Final Completion of the Contract for this project. or designated portion thereof. -J~ V~,-- i"ojeet Consultant \'2 rl )0$ Date The Contractor acknowledges receipt of this Certificate of Final Completion. ~~ / ContrlI 2~-EC;r- ~"""~, ,/ Title />_ - 7 - o~ Dme The Owner accepts the Project, or designated portion thereof, as complete and will assume full possession thereof at o'clock, (AM, PM) On 1f)~OO Am l)fl/I.:=J.I Polk County JomdM.\ ~~~,;/ fJl~+-W OrJlJr1l;"'/~fH(jkx .' Owner 0WneIs presenlativalTitle Attachments to include a complete list of DSR's that are within the completed Group. - . . . AL T AMONT ENVIRONMENTAL, INC. 50 COLLEGE STREET, ASHEVILLE, NC 28801 TEL. 828.281.3350 FAC.828.281.3351 www.altamontenvironmental.com March 13,2006 Mr. Steve Chapin US Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 Ms. Cyndi Karoly NCDENR, Division of Water Quality 401 Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 MJ. Kevin Barnett WJ. David McHer'J.ry NC Wildlife Resource Commission 20830 Great Smoky Mountain Expressway Waynesville, NC 28786 NCDENR, Division of Water Quality Asheville Regional Office 2090 U.S. Highway 70 Swannanoa, NC 28778 Subject: North Pacolet River / Schuvart Property Streambank Restoration Dear Mssrs. Chapin, Barnett, Karoly, McHenry: Enclosed please find the pre-construction notification (PCN) for the North Pacolet River/ Schuvart Property Streambank Restoration located on the North Pacolet River, in Polk County. Work applied for in this permit includes streambank stabilization and debris removal. The North Pacolet River / Schuvart Property site has been identified by the Polk County Soil and Water Conservation District as one area eligible for North Carolina Department of Environment and Natural Resources (DENR), Division of Water Resources (DWR) Water Resources Development Project Grant funding. The State of North Carolina has recently provided funding through the DWR for damaged areas that were not addressed by the federal Emergency Watershed Protection (EWP) program. The project area consists of approximately 400 feet of steeply eroding streambank located in a prominent riverbend adjacent to Dark Horse Road near the town of Tryon, North Carolina. A site vicinity map is included as Figure 1 of the attached PCN document. The North Pacolet River is classified as "C" waters throughout the project area. Mr. Ryman has signed the application as an authorized agent for Mr. and Mrs. Dale MacCurdy. A letter of authorization is attached at the end of the PCN document. P:\PoIk SWCD NRCS\OI Polk-Shuvert-WRD project OI\PCN_cover letter .doc . . . Mssrs. Chapin, Barnett, Karoly, McHenry March 13,2006 Page 2 of2 Altamont appreciates your review of this application. If you would like additional information, please contact the undersigned. 2~ (/ Y '-.... .~~ oeJ D. Le~ enclosures: Check for permit fee (Karoly only) PCN- North Pacolet River/ Schuvart Property Streambank Restoration cc (letter only): Barbra & Laurence Schuvart - Property Owners P:\Polk SWCD NRCS\OI Polk-Shuvert-WRD project OI\PCN_cover letter .doc