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HomeMy WebLinkAbout20060385 Ver 1_Complete Individual Application_200603086 MAR 8 2016 EN VVlST 'I u ?s7 Wetland and Natural Resource Consultants, Inc.:` March 7, 2006 PAYMENT Mr. David Baker RECEIVED US Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, NC 28801 RE: Lake Osborne Project Transylvania County, North Carolina Mr. Baker / Mr. Barnett: Mr. Kevin Barnett NC Division of Water Quality 2090 US Hwy 70 Swannona, NC 28778 Attached please find an application for a Department of the Army Individual Permit to construct a 27 lake on Osborne Branch in Transylvania County in association with a residential subdivision. The proposed lake will function as a fishing/community amenities lake and support a breeding population of brook trout. The project area is currently wooded and has one residence within the parcel. Data such as Transylvania County tax maps, USGS topo-quadrangles, Transylvania County Soil Survey map, and data forms are included for your reference. The 500 linear feet of impact at the base of the dam will be completed concurrently with above the high water mark bank stabilization. The 80 foot tall dam will be constructed with a 15 foot wide crest and approximately 3:1 side slopes. The channel on the property to be impacted by the proposed dam is Osborne Branch and its unnamed tributaries. This channel is in the French Broad River Basin and is classified by the N.C. Division of Water Quality as Class "C" (Index No. 6-52-2) fresh waters with a primary function of aquatic life and a secondary function of recreation. Osborne Branch is within the Upper French Broad 06010105 HUC Code. Osborne Branch is not classified as "trout waters" by the NC Division of Water Quality. The applicant proposes to construct the dam in a manner that will maintain cold water base flow to down stream reaches. The application package includes narratives that describe the proposed impacts to Water ®f the US. Also, included in the narratives is an assessment of avoidance and minimization as well as a mitigation proposal for unavoidable Canton Office Newton Office PO Box 882 wnrinc.com PO Box 224 Canton, NC 28716 Newton, NC 28658 828-648-8801 828-465-3035 828-648-8802 Fax 1 828-465-3050 Fax impacts. An alternatives analysis is also included that describes the other sites that were researched by the applicant prior to contracting on the proposed parcel. The reports from additional studies that have been done on site, such as an aquatic insect field survey and identification, a brook trout field survey, and brook trout genetics lab work, are included as attachments to this application. Please call me at 828 / 712-9205 with any questions that you may have. Best regards, Y44W????? Jennifer Robertson Canton Office Newton Office PO Box 882 wn6nc.com PO Box 224 Canton, NC 28716 Newton, NC 28658 828-648-8801 828-465-3035 828-648-8802 Fax 2 828-465-3050 Fax FORGE COVE ADJACENT PROPERTY OWNERS MORRIS CHARLES H 27 ABERCORN ST SAVANNAH,GA 31401-2715 MORRIS CHARLES H ROSALIE 5 27 ALBECORN ST SAVANNAH,GA 31401 HEAD ODELL M TRUSTEE 21 LAKELAND DR PISGAH FOREST,NC 23768 HJNSICKER GERALD R & TERRI F 337 SUTTON CREEK RD PISGAH FOREST,NC 23763 STEWART CHARLES THOMAS 400 N CALDWELL ST BREVARD,NC 28712 SINGLETARY JOEL L Ji ELIZABETH 300 SUTTON CRK RD PISGAH FOREST,NC 23763-9736 1 YOUNG GLENN C & SUZAN M 39 SUNRISE LN PISGAH FOREST,NC 28768 ARON®W THED®RE A OLGA 952 SOMERSET LN MELB®URNE,FL 32940-1630 BOYD JAMES R & CAROL 21 SUNRISE LAME PISGAH F®REST,NC 28768 TAYLOR ALLISON A WALT 15 SUNRISE LN PISGAH F®REST,NC 28768 A AGE EDWIN K A DEBORAH 5 29 SUNRISE LN PISGAH F®REST,NC 28763 H®GSEb DASD R & PAMELA 27 SUNRISE LN PISGAH FOREST,NC 23763 PURSELLE RICHAR® M A KERRY 3 1404 OLD HENDERSONVILLE HWY BREVARD,NC 23712 2 GILLESPIE THOMAS W & DONNA C P® BOX 102 EREVAR®,NC 28712-0102 LEWIS THOMAS E & GLEN®A J 3542 ASHEVILLE HWY PISGAH F®REST,NC 28763 WINCHESTER ALAN ET AL 8520 VALLEY BROOK OR RALEIGH,NC 27612-9127 JONES RICHARD E P0BOX1153 BREVAR®,NC 28712 GAITHER RODNEY 8 dt LESLIE W 600 HOLLAND R® PISGAH F®REST,NC 28763 3 Project Purpose, Need, and Overview Mr. Paul Fletcher and Mr. Robert Johnson of Forge Cove, LLC, the project proponents, propose to construct a +/- 27 acre private brook trout fishing / recreation lake for the purpose of providing the residents of the associated community in Transylvania County a lake where access, use, and quality is not compromised. The proponents need the lake to provide the central amenity for the project. The project proponents are also exploring the possibility of using the lake for a micro-hydro power supply. The lake will provide habitat for migrating waterfowl, home for amphibians and reptiles, and a breeding population of brook trout. It is estimated that the project will generate $150 to $200 million to the tax base of Transylvania County. It will provide jobs on a local, regional, and statewide level. Lakefront and lake view home site values nearly double when compared to home sites without either. 3,040 linear feet of Osborne Branch and 3,515 linear feet of unnamed tributaries to Osborne Branch will be flooded by the construction of the dam. The dam itself will be constructed of earthen fill and will impact 500 linear feet of Osborne Branch. 430 linear feet will be necessary for dam construction and 70 linear feet will be necessary for outlet protection. The impacted streams will be diverted while the clean fill/pipe is discharged into the stream to construct the dam. The 500 linear feet of impact at the base of the dam will be completed concurrently with above the high water mark bank stabilization. The 80 foot tall dam will be constructed with a 15 foot wide crest and approximately 3:1, side slopes. The trapezoidal base of the dam is approximately 430 feet. The plunge pool/outlet basin will have a length of approximately 70 feet. Channels on the property include Long Branch, Osborne Branch, and their unnamed tributaries. These channels are located within the French Broad River Basin and are classified by the N.C. Division of Water Quality as Class "C" fresh waters with a primary function of aquatic life and a secondary function of recreation. These waters are not classified as "trout waters" by the NC Division of Water Quality and were not on a list to be re-classified when the pre-application meeting took place on September 7, 2005. The design team has been working since that meeting to address and accommodate as many of the concerns and issues that were raised as feasibly possible. The subject stream for the proposed dam is mapped as Osborne Branch within the French Broad River Basin; it has approximately 318 acres of drainage. The subject stream has been assessed by the Army Corps using the Stream Quality Assessment Worksheet (USACE Wilmington, Version 06/03). Of the four unnamed tributaries of Osborne Branch that will be flooded by the proposed dam, three can be classified as "good" (based on stream quality scores of 37, 51, and 51) and one can be classified as "poor" (based on a stream quality score of 26). In addition to the Stream Quality Assessment Worksheet, an Aquatic ID and Data Analysis was completed on samples from 11 different sites by the Department of Entomology, Soils and Plant Sciences at Clemson University. According to the analyses. "Based on North Carolina Division of Water Quality bioassesment criteria, most sites were shown to have EPT taxa scores of 7-19 and this range was categorized as Poor, Fair, and Good-Fair." Also, "...most of your sites were shown to have NC Biocriteria Scores ranging from 3.0-3.5. Streams with Biocriteria Scores in this range are categorized as 'Good-Fair'." The United States Army Corps of Engineers and the North Carolina Division of Water Quality accept this method as a valid rating tool. Although Osborne Branch is not classified as "trout water" by the NC Division of Water Quality, it was suspected that trout in fact did exist in Osborne Branch within the property boundary. The North Carolina Wildlife Resource Commission confirmed that suspicion when they found a small population of brook trout living in the stream. A brook trout survey was conducted by the Department of Biology at Western Carolina University. They found a population of brook trout in Osborne Branch both above and below the proposed dam site, but not in any of the unnamed tributaries to Osborne Branch and not a significant distance below the dam. The absence of brook trout in any of the unnamed tributaries was "attributed to low water conditions and lack of suitable habitat." After completing a genetic analysis of the brook trout found in Osborne Branch, the researchers determined that "the population is of mixed genetic 2 origin" and that "...the stream must have been stocked at some point." Six of the twenty Brook Trout individuals sampled were of southern origin, and the remaining fourteen were of mixed genetic origin. No pure northern fish were present.in the population. Copies of the Brook Trout reports are included within this package. The attached Impact Summary Table for streams describes each stream segment, the impact length, cubic yards of impact (where applicable), the quality of the stream, the mitigation ratio presented, and the proposed mitigation. The mitigation ratio is based on Army Corps Stream Quality Forms and the Bioclassification scores from the aquatic insect survey. A copy of the Aquatic Insect report is also included within this package. French Broad River Subbasin 04-03-03 The information in this section comes from the North Carolina Division of Water Quality Basinwide Planning Program :: April 2005 French Broad Basinwide Water Quality Plan. The Forge Cove site lies within the 04-03-03 subbasin of the French Broad River Basin. The total area for the subbasin is 141 square miles. The land area is reported as 141 square miles and the water area is reported as 0 square miles within the subbasin. There is less than 1% surface water within the subbasin but there is 89% forest/wetland land cover. Given the fact that this is a mountainous drainage basin it could be expected that the majority of the 89% is forest land as opposed to wetland. The Benthic Community assessment for Boylston Creek is reported as Good- Fair. The Benthic Community assessment from Osborne Branch that the Forge Cove consultant team completed included above reported ranges from Poor to Fair to Good-Fair. The Fish Community assessment for Boylston Creek is reported as Fair. The plan reports that land use in the surrounding Boylston Creek watershed is predominantly agricultural and includes row crops and feedlots. The report plan indicates that severely eroded streambanks were observed and that the substrate consisted of mostly sand and gravel which both affect aquatic habitats negatively. E The State's plan recommends that local agencies work with the landowners within the Boylston Creek watershed to assess the need for and prioritize 3 the installation of BMP's to improve riparian zones and restore the streambanks along Boylston Creek. In summary, the proposed Forge Cove project, when completed, wi II have more riparian buffer area, more surface water area, more aquatic habitat, and more Stormwater BMP's than the majority of the land within the watershed. The consultant team and developers remain focused on establishing an aquatic habitat for such fish species as Brook Trout while protecting and preserving a significant portion of the remainder of the site in open space (over 131 acres). Mountain Lakes The North Carolina Division of Environment and Natural Resources water quality temperature standard for designated trout waters is an upper limit of 200C. However, Ruane reported in 2002 that in much of the United States ambient water temperatures often exceed 200C even in natural trout streams. Studies conducted by Mr. John Boaz of Fish and Wildlife Associates on the Lakes of Connestee Falls back in 1991 indicated that during August and September water temperatures from 0' to 22' ranged from 210C to 250C. The four lakes of Connestee Falls include Lake Atagahi, Lake Ticoa, Lake Tiaroga, and Lake Wanteska. Lake Atagahi, at an elevation of 2890 feet, is 80 acres in size and is 59 feet in depth. Lake Ticoa is 75 acres, 92 feet deep, and located at an elevation of 2810 feet. The smallest of these lakes is Lake Tiaroga at 31 acres. It is 32 feet deep and 2950 feet above sea level. Lake Wanteska, at 2440 feet in elevation, is 45 acres in size and 62 feet deep. There are reproducing populations of rainbow trout in these lakes. Studies conducted on the seven Tuckasegee River Reservoirs for FERC re- licensing back in 1999 and 2000 indicated that water temperatures exceeded 200C within 15' of the surface. These lakes included Lake Glenville, Little Glenville Lake, Tanasee Lake, Wolf Lake, Bear Lake, Cedar Cliff Lake, and Dillsboro. The sizes of these lakes ranged from 1444 acres to 8 acres and the depth ranged from 74' to 1. The elevation ranged from 3491 feet to 1972 feet. These reservoirs have reproducing populations of rainbow and brown trout. f There are two North Carolina lakes that have reproducing populations of brook trout. These lakes are Grand Mother Lake near Grandfather 4 Mountain and Hurricane Lake near Cashiers. Grand Mother Lake has reproducing populations of all three species of trout. Both of these lakes differ in size, depth, and elevation. The design team involved at the Forge Cove Lake development continues to move forward with the objective of creating a clear water lake that will provide a safe habitat for brook trout to survive and reproduce. Benef its of Forge Cove Lake The Forge Cove Lake will allow for colder than normal water to be released out the dam from April to September which will support a better aquatic habitat downstream for trout in Osborne Branch and Bolyston Creek. A 27 acre lake will also provide beneficial oxygenated water downstream during periods of drought. Any decrease in the size of the lake will exponentially decrease the water volume thus decreasing the downstream benefits. Forge Cove Lake will serve as a large aquatic environment suitable for many local and migratory animal species. The riparian shoreline will be properly designed and maintained to be an excellent habitat for a wide variety of birds, amphibians, reptiles, and mammals. The residents of the Forge Cove Lake community will enjoy the aesthetics and numerous recreational benefits of the mountain lake. Lake Use Docks - Homeowners will be allowed to construct private floating docks. Docks shall not exceed 5' in width within the lakeside buffer zones and must be constructed out of non-toxic materials. Boats - all boats on the lake will be non-motorized. Stormwater Management Principles and Strategies The water resources of Forge Cove provide outstanding recreation amenities that greatly increase the desirability of the community. From the clear waters of the lake to the onsite streams and wetlands these high quality waters play a tremendous role in the sites overall natural beauty and in the marketability of the project in the future. Much attention and care has gone into, and continues to go into the planning of Forge Cove to protect its natural resource amenities. As detailed design of the site and construction proceeds, continued care must be exercised in managing the stormwater runoff generated by paved surfaces and rooftops within the community. Without implementing stormwater infiltration and water quality treatment measures, there is considerable risk of increased stream erosion, lake sedimentation and pollution, and habitat degradation. To protect water resources, the following goals and objectives are established. Goals: The goals of managing stormwater at Forge Cove are as follows: • Safely convey stormwater away from structures and paved surfaces. • Protect the stream channels of Forge Cove from increased erosion. Eliminate excessive erosion of the stream channels. • Protect onsite water quality / Eliminate pollutants, including excessive sediment, from entering all water bodies. • Maintain existing groundwater levels. Objectives: The objectives by which the following stormwater management goals will be met are as follows: • Infiltrate as much stormwater runoff as possible into the ground. • Remove pollutants from stormwater runoff prior to infiltration or discharge. • Stabilize all necessary stormwater outfalls. The purpose of the Stormwater Management Guidelines is to provide a collection of measures and techniques that can be implemented in the various development situations throughout Forge Cove. In addition to a schematic detail drawing of each measure, the purpose and description, pros and cons and design considerations are listed. Following the strategies and constructing the details that make up these guidelines will greatly reduce the cumulative stormwater impacts of the Forge Cove Community and will help protect the outstanding natural water resources that make the community a premier destination property. The following information 4s applicable to all of the stormwater management measures and should be taken into account when customizing each measure to meet the conditions of the individual site. 6 Sizing Criteria The following are sizing targets for stormwater management measures. Infiltration Measure Sizing Criteria: Infiltration measures should be sized to store and infiltrate the net difference in the pre- vs. post-development storm event with a 2-year return frequency. Water Quality Measure Sizing Criteria: Water quality measures'should be sized to store and treat the first 1" of runoff from the drainage area. However, when infiltration is a goal of a water quality measure, it should be sized to treat the greater of the two target volumes. Conversion of Temporary Erosion and Sedimentation Controls The most cost-effective and successful installation of permanent stormwater management measures will occur when typical temporary erosion and sedimentation controls are converted to permanent measures following stabilization of the drainage area. In order for this to occur, the temporary controls must be designed and located with the permanent conversion in mind. Following are strategies that will aid in successful conversions. Conveyance Controls (runoff ditches): • Convert runoff conveyance swales (ditches) to bioswales whenever and wherever possible. • Direct runoff from man-made to natural grade as soon as possible. • Locate runoff conveyance swales (ditches) to allow for the lowest longitudinal slopes possible (3% being ideal) in order for conversion to bioswales. • If 3% slope or less is not possible, layout runoff conveyance swales (ditches) to allow for longitudinal slopes under 5% in order for conversion to grass-lined swales. • Layout conveyance swales to provide space for a buffer strip between the edge of pavement and the Swale. Optimal width of buffer strip is 10' with a maximum dross slope of 5%. Establish heavy herbaceous cover in buffer strip. 7 Sediment Controls (traps and basins): • Convert sediment traps and runoff basins to bioretention depressions, infiltration basins and filters. • Install more, smaller traps and basins rather than fewer, larger traps and basins. • When excavating for temporary sediment traps and basins, excavate no closer than 18" above the bottom elevation of the permanent infiltration measure. This will ensure that the bottom of the permanent measure is on undisturbed, native soil. • Do not compact the basin bottom and take great care to minimize traffic within the basin area during installation. • Remove and dispose of all sediment within the temporary trap after construction and stabilization is complete within the drainage area. • Do not convert the temporary control to a permanent measure until the entire drainage area is stabilized with 100% vegetative cover on all exposed soils. Outlet Protection: • Use preformed scour holes (Common Stormwater Management) detail with higher velocity flows. • Construct level spreaders to maximize for infiltration whenever and wherever possible. • Never discharge unfiltered water directly to a water body. Discharge into a level spreader located outside of the buffer. Site Protection and Infiltration Requirements The following are general site protection strategies. • The closer the site is to a water body, the more critical it is that a pollutant removing treatment measure be put in place. • Establish complete vegetative cover on all exposed soil surfaces immediately. • In general, runoff should be slowed and spread to the greatest extent possible. • Protect stream buffers within construction areas with site protection fencing. Stream buffers are to be a minimum width of 25' from the top of each bank. Stream buffers that must be impacted for road s crossings should be immediately stabilized and repaired, including soil stabilization and replanting. • Do not allow the infiltration resource (the native soil) to be altered in any way other than means specifically designed to enhance the permeability of the surface. The most common means by which the native soil is impacted is by construction traffic and sedimentation. The native soil at the basin site must be protected the same as significant existing vegetation is protected. Provide physical protection measures to ensure protection, construction barrier fencing for example. Construction controls and protections are critical to success of infiltration measures. • Construction sequence is often critical to long-term function of infiltration measures and must be carefully planned. Two key steps in all sequences is to expose / excavate down to the surface of the basin bottom at the very last minute prior to installation of the infiltration medium and direct stormwater into the installed measure only after the entire drainage area is completely stabilized with no excess sediment in the runoff. Initial basin excavation can be carried to within 1 foot of the final elevation of the basin or gallery floor. The final excavation should remove all accumulated sediment. Relatively light tracked equipment should be used in this operation to avoid compaction. • Pretreatment of runoff is necessary for all infiltration measures. If, the drainage area is small and is composed of surfaces that contribute relatively small amounts of sediment, a modified catch basin with settling sump can be used. If the drainage area is larger and composed of surfaces that contribute higher amounts of sediment, a grassed filter strip, pea gravel diaphragm, vegetated Swale or vegetated depression can be used for pretreatment. • The optimal percolation rate for soils beneath an infiltration measure is between 0.5 inch and 3 inches per hour. However, if space and budget allow, lower infiltration rates will suffice given adequate storage. • Do not locate infiltration practices within 150' of a potable well. • Maintain a minimum of 2' of cover between the bottom of the infiltration excavation and the seasonal high water table. • Consult with local hydro-geotechnical expertise when an infiltration site is within a ground water contamination-sensitive area. 9 • Discing or spading a 6" layer of organic material into the surface of the infiltration excavation can increase permeability of the surface. Examples of organic material for this purpose are leaves, hulls, stems and mushroom compost. List of Stormwater Management Measures at Forge Cove The Stgrmwater Management Measures provided in the guidelines are listed below. The primary purpose of each measure is listed below, however, both infiltration and water quality enhancement are inherent to all of the measures. Common Stormwater Measures. • Bioswale (water quality) • Sigreptention i Vegetated Depression (infiltration) • Inf i1trgtion Basin (infiltration) • Pre f greed Scour Hole Out?gll with Check Logs (outfoll Stgbiliaatiop) 10 SLIME. EWAL UK)MRAN MN -:EM Np TION T UJ1BlOlD G?WI-dR DIeGN41r1! PIAH 8.94 6016. Tlee DOTAL CAN [R MDDPRD TO M ATM alM T M IIOIOL TO 11O FII®f I. O W 0YE1i..4MD OY61l0.W1 WA A L6k4L FOR PSLT RATIDN em.+O f@T O? N 2- 2.TC/IR dRMI bP148?fi 6TOPCg11AR11'A1J.OItA YQ CONDCiE CS0.YERf Q E91 Wf. OIZAS agCPM p ? TITCJL L ?.: ? ipICHQIP Pl/JR4tle ? FLLCU / ' ?p0`?It Oegrw aU 1 D..% M•!Oe QV1LttHb Y?9 -- :1 AM Y. • I NfO tl? M.T CLAM TANGLE dt®!'® -.._:I .I. GlR1OW PIlS WTN AM0?•? b• 9AlO tATbe CL6/N AA9Mf0 OLL6ST TO BTA6li rw aR Asm r le Dalcwel6 ? ? ?.? w11wu av» =A 11 T.= IIO.I MO.A COM'AG C rpRg2pAPi exAeeI6ATCP. - CMU 6A*M RP MMI-WOM9 wmgld CR4r t Y P 4, W" 14 'WCI® AGGRE AIC aslix? ""'AL Aq Pr ApMl PPLLTIWTLNI?s21 eoac orm NCCmltIiPIY CO11"A01®r?DAAt%, OvgLAr 6° WN. 02l AND 4PLTRAT RAM 0 TITICAL 1OMT pDOtN?OFKLR bb gpA1R°fiWCGYbXi OHW W romm am COLLAR xa 10 Malmo u+DrMOmeD MATT s s01.. ry"CAL W&MCM FILTERING r2rMW kM - 8CH8MATIC &CALM. MTe RUNOFF FROM PAV>:D 3:1 MAX. SURFACE SIDE SLOPES TYPICAL MAX. FLOW A -------------- ^'?e.rnsr L !1 MAX. WIDTH s£cr1oN BIOSWALE - SCHEMATIC HERBACEOUS PLUGS, DF'39 PRE-Mw£D. IS, s? O.G. 1/2" STR441 MULCH PLANTING SOIL • COIR FABRIC (ROLANKA 8100-MAT 40 OR Eal4L) OR OTHER SPECIFIED EROSION CONTROL 5LA14KET SECURED PER MANUFACTURER'S RECOMMENDATIO9N. OVERLAP JOINTS MIN. 6" FACING AWAY FROM DIRECTION OFFLOII TES. _ NO TES, BURT AND STAKE EDGES. 7E THE L t MIN 'MME T SEE GRADING, DRAINAGE L SLOPE OF I AND EROSION CONTROL WALE TO THE GREATEST PLAN FOR SPECIFIC. EXTENT POSSIBLE. MATERIAL 2. REVIEW WALE LAYOUT IN FIELD I1117W LANDSCAPE ARCHITECT. SCALE: WS .e. 11 E _ ?? ?? TTr*caL? ?? I enwvs arum a+ aPavnv aiYw ow.w sA/NeoNm Asa NLST sCOt .vin-wsPCrxlre w+??aem?csP. Ep ro / sna.NUaarewnx ovrrACT N v ir7s Y[ I, ti.?? NG4WeW Ofmona7a 7awarr G '_ .. / i6NQl?ML. •ReP l9?lE?1-Y RRTr?iL FIEINP NS.TMTIPNIt®N} 6V0 TP'MY N1N calJ.aR y? U9lcTM1m TVG? ?CL Wf bIM OCOINMeRaelA ilO po7ldUUUI°R'L iYf"ICe4 ?COlT4G1®AQSIBSLiR 1eOK14®N 1Ni?W.. ea1P 1?'fD??rt ? ?? T1TK`Y' . iTf9GAL !1 PmaTURiDbM¢TFiC4 ?oM8ML0 Ttr'L RGir IS IY?TIM®NneA 9TesLl MIllail bti atlst?M'O®If'?M t1lOiYf. Z. vaPaGP.? IXO?m[6NNlt JTX]1 RGq.I?eRP.?GTP.Id? TIMeN A\9??OFQ1TAtkM CI WIPmT!®L9 APL 6lWYIOOBSI P6mCX'HfAtIW KAW.12lKAi! pMK A M Q1?em?9A?n?iGt?ilEi?Atbl?Wa?LL0.?6LM TO6WOHCE ECAYATQI CNLL IfAMJiT. AYPat CDPI.I.ON?I?lONO NR1EaTd M®YM OM1 lT.! Ql RL b11 A?w YD I,RM ANT ScN10fIRMim MBMM W111 Gt/N 1'tLTlL PO•ILTRATION DASM tw OVERFLOW NLET - OGFEMATIC ecALB NT6 OUTLET PIPE 1 A7°Rpa j U BOIAPER ENPWALI- PIR'FaRT.D I-1.. ... _ CPNECE680R7) 8CO\82 HOLE ... . +• CFIECK LOS MLM -.. •vse_?m ?EkISTFYs SIZAPE PYC PUPP- 4" D41, AAY.110RPD ,(, - -- Wma 3 RE06R a e' OL.l7AX 9PArANG TOP €LrVAI GF ALL PIPE SECttONS LEVEL Alb EOIWL r'_ .. WOVEN GrDltxTILE, TRE7JCNEP '- BOULDlR CIJGLLWLI. AND ANC*40RED UWTAPLES (IF NEXXS6ARYU PVC LEVPl SPREADER, BS NElT ,f LVi1.ET f9PE 6•-70-LOCUST LOSS 7CND BPICADl7! 4 ' PWTM IM ALL 4 CONTOUR, BE STARS DCQNM.L MDE AT --•\ t)1 ? I 7 J•?? AT 3' O.T, }VV ?:.i"?? 0E01RKT4P owns AND ES r pASTWS SUR fiRAM BELOW LUNG MANT 060C LOGO RO=LNFr.. PEE *L ONLY AFRO ?•w LNN6 NOTE NO. I TNAN 2,L T MAX PLACE r. CCC ONL7 WHEN M.GVES ARE 6TEATER 14 COM DROP. A40-PLACE STABILIM I? &LO.O 7.1 AND LEES URTfi COfR AND KEY-1 PL P24P \\ SPAR, A M NB SEEP L PLATR. 61CTE U?IpJ.I QT OR. H PLANING SdL 2. W AS NELW686{.t! TO iUtUAM ATI 3" V. PAM'D NT ENALM N0 ERCX 02 STORK COO OCR PAORK a D0 NOT CHE4CER N WUA. CHECK L S armATER COMI U CNSxIG LOGO OGS M 9PTSAD - fiTORINAT ATER FREFVl; MEP OCCUR WME: 4 CWECK LOGS SPAM xn E 12 Planting Strategies for Stormwater Management Measures Plants play a major role in all of the stormwater measures. At the most basic, vegetation provides stabilization and erosion control of disturbed soils. While for some of the water quality and infiltration measures, plants filter, breakdown and remove pollutants carried by stormwater runoff. In addition, these plants continuously aerate the soil above some of the measures, maintaining and enhancing the infiltration capacity of the soil. Following are guidelines for vegetation establishment when constructing stormwater management measures at Forge Cove. The following planting species lists are general and should be modified for each individual site based on actual moisture conditions, sun-shade conditions and soil characteristics. Upland Mn) Plant List: Andropogon virginicus (broomsedge) Schizachyrium scoparium (little bluestem) Sorghastrum nutans (Indian grass) Elymus canadensis (Canada wild rye) Elymus hystrix (bottlebrush grass) Eragrostis spectabilis (purple lovegrass) Bouteloua curtipendula (sideoats gramma) Asclepias tuberosa (butterfly milkweed) Echinacea purpurea (purple coneflower) Liatris spicata (blazing star) Monarda hstulosa (wild bergamot) Penstemon digitalis (smooth penstemon) Rudbeckia hirta (blackeyed susan) Solidago rugosa "fireworks" (fireworks goldenrod) Gaillardia pulchella (Indian blanket) Chamaecrista fasciculata (partridge pea) Verbena hastata (blue vervain) Aster cordifolia (heart leaf aster) Aster divaricatus (white wood aster) Aster laevis (smooth aster) Aster novae-angliae (New England aster) Asclepias syriaca (common milkweed) Senecio aureus (golden groundsel) Dennstaetia punctiloba (hay-scented fern) Dryopteris marginalis (marginal wood fern) Lowland (Moist) Plant List: Elymus riparius (riverbank wild rye) Elymus virginicus (Virginia wild rye) Elymus hystrix (bottlebrush grass) Chasmanthium latifolium (wood oats) Juncus effusus (soft rush) Juncus tenuis (path rush) Scirpus cyperinus (wool grass) Carex vulpinoidea (fox sedge) Carex lurida (lurid sedge) Eupatorium maculatum Coe pye weed) Eupatorium perfoliatum (boneset) Eupatorium rugosum (snakeroot) Vemonia novaborecensis (NY ironweed) Iris versicolor (blue flag iris) Lobelia cardinalis (cardinal flower) Lobelia siphilitica (great blue lobelia) Onoclea sensibilis (sensitve fern) Osmunda cinnamomea (cinnamon fern) Athyrium felix-femina (lady fern) Matteuccia struthiopteris (ostrich fern) Asclepias incamata (swamp milkweed) Senecio aureus (golden groundsel) Rudbeckia lanciniata (greenheaded coneflower) Monarda didyma (bee balm) 13 Avoidance and Minimization The proponent has avoided hard impacts to the greatest extent practicable by eliminating all stream impacts by the use of bridges, except for the impact of the dam. The proponent has also proposed to construct the dam with a low-f low cool-water riser-pipe structure. Impacts requiring discharges to Waters of the US are limited to the construction of the dam to create additional Waters of the US. All other access to high ground, including 10 road crossings, will be completed with spanning structures. The predominant impacts of the project to streams are secondary in nature (flooding of Osborne Branch and its unnamed tributaries). The original site plan' dated July 15, 2005 planned for a 28 acre lake with fewer area set aside for open space. This site plan designated 58 acres as open space besides the lake itself. The current site plan allows for over 100 acres of open space besides the lake. There were fifteen infrastructure piped road crossings that would have resulted in 600 linear feet of stream impact. There were two driveway piped stream crossings proposed that would have resulted in an additional 60 linear feet of stream impacts. This earlier plan showed three houses that would impact additional linear footage of stream. The lake impacts from the July 15, 2005 plan resulted in 500 linear feet for dam impacts and 6,700 linear feet for flooding impacts. The proponent considered alternative development concepts and determined that the uniqueness of the current proposal provided the best potential for success. Cumulative impacts resulting from the proposed project are minimized through design considerations, including an engineered low-flow cool-water discharge orifice. During the pre-application meeting the possibility of constructing two smaller ponds were considered but building two dams as opposed to one dam would increase the hard impacts. The flooding impacts would not change significantly due to the steepness of the valley. The excessive steep valley also limits the construction of a lake to the regulated streams. A lake could not be constructed off-line within this steep valley. The remaining unnamed tributaries to Osborne Branch have significantly less flow than Osborne Branch proper. 14 Alternatives Analysis The proponent researched three other pieces of property as potential parcels for a lake community. A 1700 acre tract known as Cascade Lake adjoining Dupont State Forest was considered for purchase by the proponent. Three of the streams on the Cascade Lake property are classified as (C, Tr) and East Fork Laurel Creek is classified as (C, Tr, HQW). A 180 acre tract known as Shoal Creek Farm was then investigated. The streams located on this property are classified as follows: Crab Creek is classified as (C, Tr, HQW) and Shoal Creek is classified as (C). The existing topography would allow construction of a lake, but its size would limit the number of residential units to a point that would make lake construction economically enviable. A 950 acre tract bordering the Green River Preserve in Cedar Mountain was then considered. ®f the 3 streams on this tract, all are classified as (WS- V, 8, Tr) and the unnamed tributaries of the Green River and the South Prong Green River that are on this property are classified as (B, Tr, HQW). The layout of this tract does not lend itself to the construction of a single centrally located lake, but a series of small ponds instead. Our research showed that the development value associated with the smaller ponds was inferior to the value of a larger body of water. The construction of multiple ponds would have much more hard impacts than a single lake. By comparison of the stream data from the NC Division of Water Quality, the property at Forge Cove (based upon all relevant published data at the time) seemed to be the most desirable for a proposed lake development. The streams on the Forge Cove property have a lower rating than 9 of the 10 streams located on these other three properties, and it was thought that the proposed lake on Osborne Branch in Forge Cove would have less environmental impact than a lake on the high quality trout waters within the other three properties. The property at Cascade Lake was pursued for purchase as it already had an 80 acre lake on site, but the owner removed the property from the market. It was at this time that the Forge Cove property was pursued in earnest. 15 Mitigation Proposal Impacts requiring discharges to Waters of the US are limited to the construction of the dam to create additional Waters of the US. All other access to high ground, including 10 road crossings, will be completed with spanning structures (either arched spans or bridges). Please review the Forge Cove Impact Summary Table in conjunction with the Lake. Impact / Mitigation Summary Table as well as the information below while considering the mitigation proposal. By using a mitigation ratio of 2.5:1 for the hard impacts associated with the construction of the dam and the outlet protection basin, 1.5:1 for the flooding of Osborne Branch, a 1:1 mitigation ratio for the flooding of the good and good/fair quality unnamed tributaries to Osborne Branch and a .5:1 ratio for the flooding of the good/poor and poor quality unnamed tributary to Osborne Branch, the mitigation offered for the proposed lake is 8,635 linear feet. Mitigation for Impacts Existing Channel Proposed Stream Compensatory Basic Mitigation Conditions Impacts Mitigation Ratio Requirement Excellent / 500 25:1 1,250 Good/Fair Excellent / 3040 1.5.1 4,560 Good/Fair Good / Good/Fair 2135 1:1 21135 Good/Poor / Poor 1380 .5:1 690 Mitigation 8,635 Needed Mitigation Proposal Mitigation Type Available Mitigation Impact Mitigated Mitigation by Activity (Column 2 divided Type (linear feet) Multiplier by Column 3) Preservation 13,680 2.5 5,472 On-Site 985 1 985 Restoration 16 Lake Buffer 6,245 5 1,249 Off-Site 929 1 929 Restoration Mitigation 8,635 Offered Streams: On-Site Preservation: Approximately 13,680 linear feet of streams on site will be preserved for mitigation credit. At least a 25-foot vegetated buffer will remain along both sides of all stream segments. The average buffer along the preserved streams on site is greater than 50 feet with some areas having a buffer of greater than 500 feet. The mitigation ratio is justified since additional buffer widths are proposed along the majority of the preserved streams. On-Site Restoration: Approximately 985 linear feet of stream will be restored on Long Branch located on the southern end of the property. Restoration will involve the removal of 345 linear feet of pipe from Long Branch stream channel and the removal of any rip-rap from both ends of pipe and relocating the current road. It will also consist of removing any current road crossings of the pipe and replacing them with arches or bridges. Several structures at the home site currently altering the natural streambed will also need to be removed to allow for unabated stream flow through channel. Aquatic habitat using rock and large woody debris will be used and riparian buffers will be restored by the re-vegetation of stream banks after the creek channel has been reestablished. Lake Buffer: The homeowners association will retain ownership of the 25° upland buffer along the 6,245 linear feet of shoreline. This allows the HOa to protect the community's greatest asset - the lake. Lake front property owners will be allowed to apply to the architectural Review Board for the following: 17 1. View Clearing - Vegetation less than 4" in diameter at breast height may be pruned or removed to provide "windows" to the lake. 2. Private Docks - Floating wooden docks not to exceed 5' width in the buffer area. 3. Walking Trail - T wide mulched path to the dock In no case will allowed buffer encroachments be greater than 10% of the frontage. Off-Site Restoration. The remaining linear feet of mitigation will be undertaken offsite. We will either restore 929 linear feet of degraded stream off site or pay into the Ecosystem Enhancement Program for 929 linear feet of impact to compensate for the remainder of stream impacts. Additional Mitigation Consideration: The mitigation proposed compensates for the impacts of the proposed lake impacts. 93% of the impacts (6,555 linear feet) are secondary in nature resulting from flooding of Osborne Branch and unnamed tributaries. The stringent Stormwater Management Plan, which is above that which would be required, should also be considered as a form of mitigation. Wetlands: On-Site Preservation. Approximately .082 acres of wetland will be preserved on site. There are no impacts associated with wetlands on the Forge Cove property. 18 For e Cove HIGH POINT PARK --' ? • PICNIC AREA CONCEPTUAL MASTER PLAN FIRE TOWER JANUARY 16, 2006 PISGAH NATIONAL FOREST PARKING I TRAIL HEAD a } C" \__ \ D ' , O?\. i ? Q i tJl '?i i Q `?___?.__?'-.?, ?\ it -`Q ,' i a %' i? ?. ..? 1?1.• i? i - ? ? I \ 1 WILDERNESS AREA •HIKING TRAILS • PRIMITIVE CAMPING AREAS q ? \ PISGAH NATIONAL a FOREST LONG VIEW PARK • 1 ?.,___J \ ` VT i Ir / -.9 RUSTIC PAVILION (Q.. 3 \r i LAKE FRONT PARK •CANOE STORAGE • FIRE RING ?.? '//1 Lr' I I LJI ; COMMUNITY TRAIL SYSTEM ••?. Q \C?-`..` : i I J_: _ LAKE \ 27.17 ACRES 103 _4 . . 10 O p O \ LAKE PAVILION r G7 1 ?? .? O ?. _T.._..__ _ ?• ••\`; I'I 1 L /?-\?? 1 Q,'\,-?? COTTAGE RETREAT ••\?' .?'\ Q 'v' LAKE POINT OVERLOOK OSBORNE BRANCH LODGE ?: l yl (12) 2 BEDROOM SUITES • (14) COTTAGE RETREATS • `•\. i (1 `\ ;.\ _ i.?.\ / LEGEND COMMUNITY LIVING DAY SP •\_( 1] / ---- o-__r_ BILLIARDS LOUNGE LOT LINE CATERING KITCHEN • --\ ?. Q? SPECIAL EVENTS DINING ROOM • ;? / p cvrral,E aETPenT i 1 - T \. PROP0.5FD HL.K TMIL .I ? `\ % % ? smEeal /\ ` \ I I Q % /'??y ? caEthwarmuac aLm ACCTS 423 92 aOtES SriE OF O-LL TRACT 6 I LOT SUMMARY 31 LAKE FRONT LOTS 60 LAKE VIEW LOTS 39 VIEW LOTS 21 a CREEK SIDE LOTS 56 a PRIVATE LOTS 12 LODGE CONDOS 14 COTTAGE RETREATS 233 TOTAL FOR SALE GATED N 0 200 400 800 1600 SCALE : 1"= 200' W E: THIS PLAN ILLUSTRATES A GENERAL PLAN, -116 IS SU?ECT TO F RE CHANGE AND REVISION. DIMENSIONS, BOUNDARIES, AND POSITION LO TIONS ARE FOR ILLUSTRATIVE PURPOSES ON LV AND ARE NOT INTENDED TO BE EXACT. S ca_ ;'`\ ?\ \ ?? O \\•, \' \'\\ GATED ENTRY I ? C7 ak L7 rry •f L1[: Melrose Design Group, P.A. L:,,x -W Aarch-l-, V>? ,, [:mvonmental Uc?ign ?• 56 i I.r r sZ t ,, ,, h (z z,- 2 [ 5 8701 ANen - Plllnc f82R1684-51SIS? F,, a,(2828)681-SISfi <"u*nm e2ow, MCim•<Ilne?c.wC.CA. bud 'Forge Cove ? ?? HIGH POINT PARK ? CONCEPTUAL MASTER PLAN ----- -' °°' JANUARY 16, 2006 PISGAH NATIONAL FOREST \ ! , ?? -?? b t r ?n r ?' l i \ \' ? \ ` q \ a) r - ,,gyp _a , a ( ? ?' i / : o WILDERNESS AREA \ i PISGAH NATIONAL ' / I O ?`\ ?j ` <y, p.) 1 11 .y FOREST i LONG VIEW PARK a- , ?? . . Q ?_ .. ) r LAKE FRONT PARK l o 4/\ •• ( r? ? Q?I conwinm mAamlw \ \ LAKE . 1 1 J ?` ?. (? l CD o\ w/. O O - s 4 T? o'. ''? F? a ((. -?/'l O • ' ?? l-- R.ovtT coo oor WA, FR BRANCH ?.; OSBORNE BRANCH LODGE-- •-?.?' ur l a p J f f13)2RDROOM wrtes• o.) rn.nurun uvlrvc noon. •? l i ` LEGEND , . / ---- sccaa E uric -?? j 4 " o p k O , i .. . ? \ i * O j / . LOT SUMMARY i ?? 31 O LME FAONT LOTS "A\ W O V1QVIEYILOTS \ \ 39 O VIEW LOTS (3 ? / , ?. ., \ iA 31 ? CREEK SIDE LOTS ?'-\ YY11 ?,\ / '? V y?. ?" ?? ? o PRIVATEIOTS ,- ? ? 12 LODGE CONDOS \ 11 COTTAGE RETREATS 233 TOTAL FOR S&E CJ.TD)ENTRY _ ?/ - -? I \ -\- 1 ' wnc rort?wrsn"?n.e wwrm'o rwrwro.vz rorrxrtneen?rta N et vwcr. W `? 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L Ol 4- c c c c 4 c c C a 4- s u G C U- c? c? ca c? cs v V y N V o Y t C! U 0 J } CC - o • a 0 L 01 p OD S o 0 3 +- 0 0 CL. V V V W U- c4 S CL. cr) c V O L or) LC) M ?O ?D I) O% } N OC p to co Oho -4 Q ? "i ,j fl tto M Lo ® co NO NO M . c r $ C M .o M .-a OD M N 10 M M M N 3+- C ? CM : O N ()0 M ON N Lo N co .-.e M ?O S i- Ec 3:1 S O ® ® ? dl' N o O co m ? It' 1-4 M S! a I- - iL -°? ? -v oa -a o? v oa -o of -v d - O O 0 0 0 0 O O O O O LL LL LL LL LL ? H V V V w tL O L V) H N O O m O N s 'O O Q d C' L O 4- N L O U N L i. d Sf s S L 0 3 O N co O N I( 7 i d O O Lo O 0\ m N O® c O c ?-' .- C\l N .-a •--e .-c Lo ;4 O it c O L L L L L L _ V LL Lt_ LL LL LL. L LL. d at_. \ \ \ \ \ O \ O N 0 0 0 0 0 O ? C? Ut L9 L? U? m N L LL_ • d d = 7 V V O 0 O 0 O O J L L L L L 0 N 01 d ? V V V W LL = O Q d L F- e Q CL a N S O S -F- 3 -o o? -o U d L V) t U o? c H U O 7 C' is Name of Stream Description Curr. Class Date Prop. Class Basin Stream !ndex # McCall Creek From source to Big C;Tr 07/01/73 French Broad 6-38-24-1 (McColl Branch) Branch Eagle Nest Branch From source to Little B;Tr 07/01/73 French Broad 6-38-25 River Cherry Tree From source to French C 08/01/98 French Broad 6-39 -. Branch Broad River King Creek From source to French C 08/01/98 French Broad 6-40 Broad River Gash Creek From source to French C 08/01/98 French Broad 6-41 Broad River Bryson Creek From source to French C 08/01/98 French Broad 6-42 Broad River Boylston Creek From source to a C 08/01/98 French Broad 6-52-(0.5) point 0.3 mile upstream of Murray Branch Sutton Creek From source to Boylston C 08/01/98 French Broad 6-52-1 (Sitton Creek) Creek Polecat Branch From source to Sutton C 08/01/98 French Broad 6-52-1-1 Creek Long Branch From source to Sutton C 08/01/98 French Broad 6-52-1-2 Creek Osborne Branch From source to Boylston C 08/01/98 French Broad 6-52-2 Creek Dog Creek From source to Boylston C 08/01/98 French Broad 6-52-3 Creek Woody Branch From source to Boylston C 08/01/98 French Broad 6-52-4 Creek Big Creek From source to WS-I;HQW 08/03/92 French Broad 6-54-2-2 Hendersonville Reservoir, North Fork Mills River South Fork From source to the WS-II;Tr,O 08/03/92 French Broad 6-54-3 Mills River upstream side of RW mouth of Queen Creek Pigeon Branch From source to South WS-II;Tr,O 08/03/92 French Broad 6-54-3-1 Fork Mills River RW Bearwallow Brook From source to South WS-II;Tr,O 08/03/92 French Broad 6-54-3-2 Fork Mills River RW Barnett Branch From source to South WS-II;Tr,O 08/03/92 French Broad 6-54-3-3 Fork Mills River RW Poplar Creek From source to South WS-II;Tr,O 08/03/92 French Broad 6-54-3-4 Fork Mills River RW Thompson Creek From source to South WS-II;Tr,O 08/03/92 French Broad 6-54-3-5 Fork Mills River RW Billy Branch From source to South WS-II;Tr,O 08/03/92 French Broad 6-54-3-6 Fork Mills River RW West Ridge Branch From source to South WS-II;Tr,O 08/03/92 French Broad 6-54-3-7 Fork Mills River RW Page 12 of 15 USACE AID# DWQ # Site # (indicate on attached map) STREAK QUALITY ASSESSMENT WORKSHEET Provide the following information for the stream reach under assessment: 1. Applicant's name: Fletcher Management Corporation 2. Evaluator's name: Yelverton, Hart 3. Date of evaluation: 7/18/2005 4< Time of evaluation: mid-day 5. Name of stream: Osborne Branch 6. River basin: French Broad 7. Approximate drainage area: 350 acres 8. Stream order: second 9. Length of reach evaluated: 30 feet 10. County: Trans ly vania 11. Site coordinates (if known): 35.322295N/82.674705W 12. Subdivision name (if any): Forge Cove 13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):- proposed dam location 14. Proposed channel work (if any): fill for dam 15. Recent weather conditions: hot and rainy 16. Site conditions at time of visit: hot 17. Identify any special waterway classifications known: []Section 10 []Tidal Waters [Essential Fisheries Habitat []Trout Waters DOutstanding Resource Waters [] Nutrient Sensitive Waters []Water Supply Watershed _ (I-IV) 18. Is there a pond or lake located upstream of the evaluation point? YESD NO® If yes, estimate the water surface area: 19. Does channel appear on USGS quad map? YES® NoF ? 20. Does channel appear on USDA Soil Survey? YES® NO? 21. Estimated watershed land use: _% Residential _% Commercial _% Industrial Agricultural 10% Forested % Cleared / Logged _% Other 22. Bankfull width: 12' 23. Bank height (from bed to top of bank): 2-3' 24. Channel slope down center of stream: Flat (0 to 2%) []Gentle (2 to 4%) []Moderate (4 to 10%) []Steep (>100/.) 25. Channel sinuosity: []Straight JROccasional bends []Frequent meander []Very sinuous []Braided channel Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality. Total Score (from reverse): 63 Comments: Evaluator's Sienature Date -7/19/2005 I STREAM QUALITY ASSESSMENT WORKSHEET ECOREGION POINT RANGE # T CHARACTERIS ICS SCORE Coastal Piedmont Mountain 000 Presence of flow / persistent pools in stream 0-5 0-4 0-5 4 01 no flow or saturation = 0; strong flow = max oints 2 Evidence of past human alteration 0-6- 0-5 0-5 4 extensive alteration = 0; no alteration = max points) 3 Riparian zone 0-6 0-4 0-5 4 no buffer = 0; contiguous, wide buffer = max points) 4 Evidence of nutrient or chemical discharges 0-5 0-4 0-4 3 extensive discharges = 0; no discharges = max points) a 5 Groundwater discharge 0-3 0-4 0-4 0 no discharge = 0; springs, seeps, wetlands, etc. =, max points) 6 Presence of adjacent floodplain 0- 4 0- 4 0- 2 1 no flood lain = 0; extensive flood lain = max oints 7 Entrenchment / floodplain access 0-5 0-4 0-2 1 p" (deeply entrenched = 0; frequent flooding = max points) 8 Presence of adjacent wetlands j 0-6 0-4 0-2 0 acent wetlands = max points) no wetlands = 0; large ad 9 Channel sinuosity 0-5 0-4 0-3 1 extensive channelization = 0; natural meander = max points) 10 Sediment input 0-5 0-4 0-4 2 extensive deposition= 0; little or no sediment = max 22ints) I 1 Size & diversity of channel bed substrate NA* 0-4 0-5 4 fine, homogenous = 0; large, diverse sizes = max points) 12 Evidence of channel incision or widening 0-5 0-4 0-5 3 (deeply incised = 0; stable bed & banks = max points) 13 Presence of major bank failures 0-5 0-5 0-5 5 severe erosion = 0; no erosion, stable banks = max points) 14 Root depth and density on banks 0-3 0-4 0-5 4 no visible roots = 0; dense roots throughout = max points) 15 Impact by agriculture, livestock, or timber production 0-5 0-4 0-5 3 substantial impact =0; no evidence = max points) 16 Presence of riffle-pool/ripple-pool complexes 0-3 0-5 0-6 5 no riffles/ripples or pools = 0; well-developed = max points) 17 Habitat complexity 0-6 0-6 0-6 5 ? (little or no habitat = 0; frequent, varied habitats = max oints 18 Canopy coverage over streambed 0-5 0-5 0-5 4 no shading vegetation = 0; continuous canopy = max points) 19 Substrate embeddedness NA* 0-4 0-4 2 (deeply embedded = 0; loose structure = max 20 Presence of stream invertebrates (see page 4) 0-4 0-5 0-5 3 no evidence = 0; common, numerous types = max points) 21 Presence of amphibians 0-4 0-4 0-4 2 O no evidence = 0; common, numerous types = max oints O 22 Presence of fish 0-4 0-4 0-4 0 no evidence = 0; common, numerous types = max points) 23 Evidence of wildlife use 0-6 0-5 0-5 3 no evidence = 0; abundant evidence = max points) Total Points Possible 100 100 100 TOTAL SCORE (also enter on first page) T 63 * These characteristics are not assessed in coastal streams. USACE AID# DWQ # Site # (indicate on attached map) -r r '7f'. ! S'C'REAM QUALITY ASSESSMENT WORKSHEET ?Provide the following information for the stream reach sander assessment: 1. Applicant's name: Fletcher Management Corporation 2. Evaluator's name: Yelverton, Hart 3. Date of evaluation: 7/18/2005 4, Time of evaluation: mid-day 5. Name of stream: Long Branch 6. River basin: French Broad 7. Approximate drainage area: 38 ac. 8. Stream order: first 9. Length of reach evaluated: 30 feet 10. County: Transylvania 11. Site coordinates (if known):35.3222956N / 82.6747052 W 12. Subdivision name (if any):_ Fogr e_ Cove 13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):_ # 17 (see attached ma 14. Proposed channel work (if any): channel restoration 15. Recent weather conditions: hot and rainy 16. Site conditions at time of visit: hot 17. Identify any special waterway classifications known: OSection 10 aTidal Waters ,Essential Fisheries Habitat D Trout Waters IIOutstanding Resource Waters II Nutrient Sensitive Waters IIWater Supply Watershed _ (I-IV) 18. Is there a pond or lake located upstream of the evaluation point? YES? NO® If yes, estimate the water surface area: 19. Does channel appear on USGS quad map? YES® NO? 20. Does channel appear on USDA Soil Survey? YES® NO? 21. Estimated watershed land use: ._% Residential _% Commercial % Industrial Agricultural 100% Forested _% Cleared / Logged _% Other ( 22. Bankftdl width: 2' 23. Bank height (from bed to top of bank): 3' 24. Channel slope down center of stream: IIFlat (0 to 2%) Gentle (2 to 4%) ,,Moderate (4 to 10%) ],Steep (>10%) 25. Channel sinuosity: O Straight IIOccasional bends [1Frequent meander OVery sinuous DBraided channel Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain, vegetation, stream classification, etc. Every. characteristic must be scored using the same ecoregion. Assign points to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality. Total Score (frown reverse): 20 Comments: Evaluator's Signature J r%. ma y. Date 7/19/2005 1 STREAM QUALITY ASSESSMENT WORKSHEET ECOREGION POINT RANGE # CHARACTERISTICS SCORE Coastal Piedmont Mountain 000 Presence of flow / persistent pools in stream 0-5 0-4 0-5 3 01 no flow or saturation = 0; strop flow = max points) 2 Evidence of past human alteration 0-6 0-5 0-5 0 extensive alteration = 0; no alteration = max points) 3 Riparian zone 0-6 0-4 0-5 2 no buffer = 0; contiguous, wide buffer = max points) 4 Evidence of nutrient or chemical discharges 0-5 0-4 0-4 1 extensive discharges = 0; no discharges = max oints 5 Groundwater discharge 0-3 0-4 0-4 0 U no discharge = 0; springs, seeps, wetlands, etc. = max points) 6 Presence of adjacent floodplain 0-4 0-4 0-2 0 y, no flood lain = 0; extensive flood lain = max points) ?i Entrenchment / floodplain access 0- 5 0- 4 0- 2 0 (deeply entrenched = 0; frequent flooding = max points) 8 Presence of adjacent wetlands j 0-6 0-4 0-2 0 acent wetlands = max points) no wetlands = 0• large ad 9 Channel sinuosity 0-5 0-4 0-3 0 extensive channelization = 0; natural meander = max points) 10 Sediment input 0-5 0-4 0-4 2 extensive deposition= 0; little or no sediment = max oints 11 Size & diversity of channel bed substrate NA* 0-4 0-5 2 fine, homogenous = 0; large, diverse sizes = max points) 12 Evidence of channel incision or widening 0-5 0-4 0-5 1 y+ (deeply incised = 0; stable bed & banks = max points) 13 Presence of major bank failures 0-5 0-5 0-5 severe erosion = 0; no erosion, stable banks = max points) 14 Root depth and density on banks 0-3 0-4 0-5 2 no visible roots = 0; dense roots throughout = max points) 15 Impact by agriculture, livestock, or timber production 0-5 0-4 0-5 0 substantial impact =0• no evidence = max points) 16 Presence of riffle-pool/ripple-pool complexes 0-3 0-5 0-6 2 no riffles/ripples or pools = 0; well-developed = max oints H 17 Habitat complexity 0-6 0-6 0-6 2 varied habitats = max points) little or no habitat = 0; frequent 18 , Canopy coverage over streambed 0-5 0-5 0-5 1 no shading vegetation = 0; continuous canopy = max oints 19 Substrate embeddedness NA* 0-4 0-4 1 (deeply embedded = 0; loose structure = max) 20 Presence of stream invertebrates (see page 4) 0-4 0-5 0-5 1 no evidence = 0; common, numerous types = max oints 21 Presence of amphibians 0-4 0-4 0-4 0 O no evidence = 0; common, numerous types = max points) C 22 Presence offish 0-4 0-4 0-4 0 no evidence = 0; common, numerous types = max points) 23 Evidence of wildlife use 0-6 0-5 0-5 0 no evidence = 0; abundant evidence = max points) Total Points Possible 100 100 100 TOTAL SCORE (also enter on first page) 20 * T'hese characteristics are not assessed in coastal streams. USACE AID# DWQ # Site # (indicate on attached map) STREAM QUALITY ASSESSMENT WORKSHEET Provide the following information for the stream reach under assessment: 1. Applicant's name: Fletcher Management Corporation 2. Evaluator's name: Yelverton, Hart 3. Date of evaluation: 7/18/2005 4. Time of evaluation: mid-dav 5. Name of stream: Long Branch 6. River basin: French Broad 7. Approximate drainage area: 13 ac. 8. Stream order: first 9. Length of reach evaluated: 30 feet 10. County: Transylvania 11. Site coordinates (if known):35.3222956N / 82.6747052 W 12. Subdivision name (if any):_ Forge Cove 13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):_ # 16 (see attached map) 14. Proposed channel work (if any): road crossing_ 15. Recent weather conditions: hot and rainy 16. Site conditions at time of visit: hot 17. Identify any special waterway classifications known: [1Section 10 DTidal Waters [Essential Fisheries Habitat [Trout Waters IIOutstanding Resource Waters n Nutrient Sensitive Waters Water Supply Watershed _ (I-IV) 18. Is there a pond or lake located upstream of the evaluation point? YES? NO® If yes, estimate. the water surface area: 19. Does channel appear on USGS quad map? YES® NO? 20. Does channel appear on USDA Soil Survey? YES® NOF 21. Estimated watershed land use: _% Residential _% Commercial _% Industrial % Agricultural 100% Forested 22. Bankfull width: 4' 24. Channel slope down center of stream: OFlat (0 to 2%) 25. Channel sinuosity: MStraight JKOccasional bends Cleared / Logged Other ( ) 23. Bank height (from bed to top of bank): 2' ElGentle (2 to 4%) f ].Moderate (4 to 10%) IISteep (>10%) IIFrequent meander OVery sinuous [1Braided channel Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality. Total Score (from reverse): 49 Comments: Evaluator's F IDate 7/19/2005 1 STREAK QUALITY ASSESSMENT WORKSHEET ECOREGION POINT RANGE # T C S ORE CHARACTERIS I S C Coastal Piedmont Mountain 000 Presence of flow / persistent pools in stream 0-5 0-4 0-5 4 01 no flow or saturation = 0; strop flow = max points) 2 Evidence of past human alteration 0-6 0-5 0-5 3 extensive alteration = 0; no alteration = max points) 3 Riparian zone 0-6 0-4 0-5 4 no buffer = 0; contiguous, wide buffer = max points) 4 Evidence of nutrient or chemical discharges 0-5 0-4 0-4 1 extensive discharges = 0; no discharges = max points) 5 Groundwater discharge 0-3 0-4 0-4 0 no discharge = 0; springs, seeps, wetlands, etc. = max oints Q 6 Presence of adjacent floodplain 0-4 0-4 0-2 1 no flood lain = 0; extensive flood lain = max points) Entrenchment / floodplain access 0- 5 0- 4 0- 2 1 a (deeply entrenched = 0; frequent flooding = max points) 8 Presence of adjacent wetlands j 0-6 0-4 0-2 0 acent wetlands = max oints no wetlands = 0; large ad 9 Channel sinuosity 0-5 0-4 0-3 2 extensive channelization = 0; natural meander = max points) 10 Sediment input 0-5 0-4 0-4 2 extensive deposition= 0; little or no sediment = max oints) r,I Size & diversity of channel bed substrate NA* 0-4 0-5 3 fine, homogenous = 0; large, diverse sizes = max points) 12 Evidence of channel incision or widening 0-5 0-4 0-5 3 (deeply incised = 0; stable bed & banks = max points) ,,,E,, ' 13 Presence of major bank failures 0-5 0-5 0-5 4 severe erosion = 0; no erosion, stable banks = max oints 14 Root depth and density on banks 0-3 0-4 0-5 3 no visible roots = 0; dense roots throughout = max points) Q0 15 Impact by agriculture, livestock, or timber production 0-5 0-4 0-5 2 substantial impact =0• no evidence = max points) 16 Presence of riffle-pool/ripple-pool complexes 0-3 0-5 0-6 3 no riffles/ripples or pools = 0; well-developed = max points) E~ 1 Habitat complexity 0-6 0-6 0-6 3 little or no habitat = 0; frequent, varied habitats = max points) 18 Canopy coverage over streambed 0-5 0-5 0-5 4 no shading vegetation = 0; continuous canopy = max oints 19 Substrate embeddeduess NA* 0-4 0-4 2 (deeply embedded = 0; loose structure = max 20 Presence of stream invertebrates (see page 4) 0-4 0-5 0-5 2 no evidence = 0; common, numerous types = max points 21 Presence of amphibians 0-4 0-4 0- 4 1 O no evidence = 0; common, numerous types = max oints O 22 Presence of fish 0-4 0-4 0-4 0 no evidence = 0; common, numerous types = max ints 23 Evidence of wildlife use 0-6 0-5 0-5 1 no evidence = 0; abundant evidence = max points) Total Points Possible ` 100 100 100 TOTAL SCORE (also enter on first page) 49 * These characteristics are not assessed in coastal streams. USACE AID# DWQ # Site # (indicate on attached map) 3 1 }r ! _l STREAM QUALITY ASSESSMENT WORKSHEET Provide the following information for the stream reach sender assessment: 1. Applicant's name: Fletcher M ement Corporation 2. Evaluator's name: Yelverton. Hart 3. Date of evaluation: 7/18/2005 4. Time of evaluation: mid-day 5. Name of stream: UT to Osborne Branch 6. River basin: French Broad 7. Approximate drainage area: 10 ac. 8. Stream order: first 9. Length of reach evaluated: 30 feet 10. County: Transylvania 11. Site coordinates (if known):35.3222956N / 82.6747052 W 12. Subdivision name (if any):_ Fogr e Cove 13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):- #15 (see attached map) 14. Proposed channel work (if any): -potential road crossing 15. Recent weather conditions: hot and rainy 16. Site conditions at time of visit: hot 17. Identify any special waterway classifications known: RSection 10 DTidal Waters DEssential Fisheries Habitat ],Trout Waters DOutstanding Resource Waters II Nutrient Sensitive Waters OWater Supply Watershed , (I-IV) 18. Is there a pond or lake located upstream of the evaluation point? YES[] NOE If yes, estimate the water surface area: 19. Does channel appear on USGS quad map? YES? NOE 20. Does channel appear on USDA Soil Survey? YESn NOE 21. Estimated watershed land use: _% Residential % Commercial Industrial Agricultural 100% Forested % Cleared / Logged Other ( ) 22. Bankfull width: 4' 23. Bank height (from bed to top of bank): V 24. Channel slope down center of stream: Flat (0 to 2%) DGentle (2 to 4%) IIModerate (4 to 10%) OSteep (>10%) 25. Channel sinuosity: OStraight f ROccasional bends ,[].Frequent meander IIVery sinuous DBraided channel Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality. Total Score (from reverse): 35 Comments: Evaluator's i? 2 Date 7/19/2005 1 STREAM QUALITY ASSESSMENT WORKSHEET # CH CTERISTICS R ECOREGION POINT RANGE A A SCORE Coastal Piedmont Mountain 000 Presence of flow / persistent pools in stream 0-5 0-4 0-5 1 01 no flow or saturation = 0; strop flow = max points) 2 Evidence of past human alteration 0-6 0-5 0-5 3 (extensive alteration = 0; no alteration = max points) 3 Riparian zone 0-6 0-4 0-5 4 no buffer = 0; contiguous, wide buffer = max oints 4 Evidence of nutrient or chemical discharges 0-5 0-4 0-4 1 extensive discharges = 0; no discharges = max points) 5 Groundwater discharge 0-3 0-4 0-4 4 no discharge = 0; springs, seeps, wetlands, etc. = max points) U 6 Presence of adjacent floodplain 0- 4 0- 4 0- 2 0 no flood lain = 0; extensive flood lain = max points) Entrenchment / floodplain access 0- 5 0- 4 0- 2 1 Q" (deeply entrenched = 0; frequent flooding = max points) 8 Presence of adjacent wetlands 0-6 0-4 0-2 2 no wetlands = 0; large adjacent wetlands = max points) 9 Channel sinuosity 0-5 0-4 0-3 1 extensive channelization = 0; natural meander = max points) 10 Sediment input 0-5 0-4 0-4 1 (extensive deposition-- 0; little or no sediment = max oints 11 Size & diversity of channel bed substrate NA* 0-4 0-5 2 fine, homogenous = 0; large, diverse sizes = max points) 12 Evidence of channel incision or widening 0-5 0-4 0-5 ,y+ (deeply incised = 0; stable bed & banks = max points) 13 Presence of major bank failures 0-5 0-5 0-5 severe erosion = 0; no erosion, stable banks = max points) 14 Root depth and density on banks 0-3 0-4 0-5 no visible roots = 0; dense roots throu out = max points) 15 Impact by agriculture, livestock, or timber production 0-5 0-4 0-5 3 substantial impact =0; no evidence = max omts 16 Presence of riffle-pool/ripple-pool complexes 0-3 0-5 0-6 1 E no riffles/ripples or pools = 0; well-developed = max points) .'? 17 Habitat complexity 0-6 0-6 0-6 1 little or no habitat = 0; frequent, varied habitats = max points) 18 Canopy coverage over streambed 0-5 0-5 0-5 5 ,x no shading vegetation = 0; continuous canopy = max points) 19 Substrate embeddedness NA* 0-4 0-4 1 (deeply embedded = 0; loose structure = max 20 Presence of stream invertebrates (see page 4) 0-4 0-5 0-5 2 >4 no evidence = 0; common, numerous types = max points) V' 21 Presence of amphibians 0-4 0-4 0-4 1 Q no evidence = 0; common, numerous types = max points) O 22 Presence offish 0-4 0-4 0-4 0 no evidence = 0; common, numerous types = max oints 23 Evidence of wildlife use 0-6 0-5 0-5 1 no evidence = 0; abundant evidence = max points) Total Points Possible ' 100 100 100 TOTAL SCORE (also enter on first page) 35 * These characteristics are not assessed in coastal streams. USACE AID# DWQ # Site # (indicate on attached map) .. i STREAM QUALITY ASSESSMENT WORKSHEET vl- ]Provide the following information for the stream reach under assessment: 1. Applicant's name: Fletcher Management Corporation 2. Evaluator's name: Yelverton, Hart 3. Date of evaluation: 7/18/2005 4. Time of evaluation: mid-day 5. Name of stream: UT to Osborne Branch 6. River basin: French Broad 7. Approximate drainage area: 2 ac. 8. Stream order: first 9. Length of reach evaluated: 30 feet 10. County: Transylvania 11. Site coordinates (if known):35.3222956N / 82.6747052 W 12. Subdivision name (if any): Forge Cove 13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):_ #14 (see attached map) 14. Proposed channel work (if any): potential road crossing 15. Recent weather conditions: hot and rain 16. Site conditions at time of visit: hot 17. Identify any special waterway classifications known: []Section 10 ,Tidal Waters DEssential Fisheries Habitat DTrout Waters [,Outstanding Resource Waters M Nutrient Sensitive Waters []Water Supply Watershed _ (MV) 18. Is there a pond or lake located upstream of the evaluation point? YES? NO® If yes, estimate the water surface area: 19. Does channel appear on USGS quad map? YES? NO® 20. Does channel appear on USDA Soil Survey? YESD NO® 21. Estimated watershed land use: _% Residential _% Commercial _% Industrial _% Agricultural 100% Forested _% Cleared / Logged _% Other 22. Bankfull width: 6' 23. Bank height (from bed to top of bank): 2' 24. Channel slope down center of stream: Flat (0 to 21/6) DGentle (2 to 41/6) f ]Moderate (4 to 10%) IISteep (>10%) 25. Channel sinuosity: OStraight []Occasional bends []Frequent meander IIVery sinuous DBraided channel Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality. Total Score (frown reverse): 38 Comments: Evaluator's r 1 Date 7/19/2005 STREAM QUALITY ASSESSMENT WORKSHEET # CHARACTERISTICS ECOREGION POINT RANGE SCORE Coastal Piedmont Mountain 000 Presence of flow / persistent pools in stream 0-5 0-4 0-5 2 01 no flow or saturation = 0; strop flow = max points) 2 Evidence of past human alteration 0-6 0-5 0-5 3 extensive alteration = 0; no alteration = max points) 3 Riparian zone 0-6 0-4 0-5 4 no buffer = 0; contiguous, wide buffer = max points) 4 Evidence of nutrient or chemical discharges 0-5 0-4 0-4 1 extensive discharges = 0; no discharges- max points) 5 Groundwater discharge 0-3 0-4 0-4 2 . no discharge = 0; springs, seeps, wetlands, etc. = max points) 6 Presence of adjacent floodplain 0- 4 0- 4 0- 2 0 y no flood lain = 0; extensive flood lain = max points) 7 Entrenchment / floodplain access 0- 5 0-4 0-2 1 (deeply entrenched = 0; frequent flooding = max points) 8 Presence of adjacent wetlands j 0-6 0-4 0-2 1 no wetlands = 0; large ad acent wetlands = max points) 9 Channel sinuosity 0-5 0-4 0-3 1 extensive channelization = 0; natural meander = max points 10 Sediment input 0-5 0-4 0-4 2 extensive deposition= 0; little or no sediment = max oints 11 Size & diversity of channel bed substrate NA* 0-4 0-5 2 fine, homogenous = 0; large, diverse sizes = max points) 12 Evidence of channel incision or widening 0-5 0-4 0-5 3 y+ (deeply incised = 0; stable bed & banks = max points) 13 Presence of major bank failures 0-5 0-5 0-5 severe erosion = 0; no erosion, stable banks = max points) 14 Root depth and density on banks 0-3 0-4 0-5 F, no visible roots = 0; dense roots throughout = max oints 15 Impact by agriculture, livestock, or timber production 0-5 0-4 0-5 3 substantial impact =0; no evidence = max points) 16 Presence of riffle-pool/ripple-pool complexes 0-3 0-5 0-6 2 E no riffles/ripples or pools = 0; well-developed = max points) 1 Habitat complexity 0-6 0-6 0-6 2 little or no habitat = 0; frequent, varied habitats = max points) Canopy coverage over streambed 18 no shading vegetation = 0; continuous canopy = max points 0 - 5 0 - 5 0 - 5 4 19 Substrate embeddedness NA* 0-4 0-4 1 (deeply embedded = 0; loose structure = max 20 Presence of stream invertebrates (see page 4) 0-4 0-5 0-5 2 yi no evidence = 0; common, numerous types = max points 21 Presence of amphibians 0-4 0-4 0-4 1 O no evidence = 0; common, numerous types = max points) O 22 Presence offish 0-4 0-4 0-4 0 no evidence = 0; common, numerous types = max oints 23 Evidence of wildlife use 0-6 0-5 0-5 1 no evidence = 0; abundant evidence = max points) Total Points Possible 100 100 100 TOTAL SCORE (also enter on first page) 38 * These characteristics are not assessed in coastal streams. USACE AID# DWQ # Site # (indicate on attached map) j S ? `? f w d? k1 i STREAM QUALITY ASSESSMENT WORKSHEET Provide the following information for the stream reach under assessment: 1. Applicant's name: Fletcher Management Corporation 2. Evaluator's name: Yelverton, Dart 3. Date of evaluation: 7/18/2005 4. Time of evaluation: mid-day 5. Name of stream: UT to Osborne Branch 6. River basin: French Broad 7. Approximate drainage area: 18 ac. & Stream order: first 9. Length of reach evaluated: 30 feet 10. County: Transylvania 11. Site coordinates (if known):35.3222956N / 82.6747052 W 12. Subdivision name (if any): Fogr e Cove 13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):- #13 see attached map) 14. Proposed channel work (if any): channel flooding 15. Recent weather conditions: hot and rainy 16. Site conditions at time of visit: hot 17. Identify any special waterway classifications known: OSection 10 [],Tidal Waters IIEssential Fisheries Habitat ]Trout Waters IIOutstanding Resource Waters C1 Nutrient Sensitive Waters DWater Supply Watershed _ (I-IV) 18. Is there a pond or lake located upstream of the evaluation point? YESD NOE If yes, estimate the water surface area: 19. Does channel appear on USGS quad map? YES? NON 20. Does channel appear on USDA Soil Survey? YES[] NOE 21. Estimated watershed land use: Residential Commercial Industrial Agricultural 100% Forested Cleared / Logged Other { ) 22. Bankfull width: 8' 23. Bank height (from bed to top of bank): 3' 24. Channel slope down center of stream: Flat (0 to 2%) aGentie (2 to 4%) DModerate (4 to 100%) IISteep (>I 0%) 25. Channel sinuosity: MStraight Occasional bends 1317requent meander OVery sinuous ?.Braided channel Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality. 'T'otal Score (from reverse): 51 Comments: Evaluator's Signature -?- ,'Date 7/19/2005 SCAM QUALITY ASSESSMENT WORKSHEE'T' # CHARACTERISTICS ECOREGION POIN T RANGE SCORE Coastal Piedmont Mountain 000 Presence of flow / persistent pools in stream 01 no flow or saturation = 0; strop flow = max points) 0-5 0-4 0-5 3 2 Evidence of past human alteration 0-6 0-5 0-5 3 extensive alteration = 0; no alteration = max oints 3 Riparian zone 0-6 0-4 0-5 5 no buffer = 0; contiguous, wide buffer = max points) 4 Evidence of nutrient or chemical discharges extensive discharges = 0; no discharges = max points) 0-5 0-4 0-4 3 5 Groundwater discharge 0-3 0-4 0-4 2 no discharge = 0;.s rip s, seeps, wetlands, etc. = max oints 6 Presence of adjacent floodplain 0-4 0-4 0-2 0 y, no flood lain = 0; extensive flood lain = max points) ?i 0 Entrenchment / floodplain access 0- 5 0- 4 0- 2 1 , (deeply entrenched = 0; frequent flooding = max points) 8 Presence of adjacent wetlands j 0-6 0-4 0-2 1 no wetlands = 0; large ad acent wetlands = max points) 9 Channel sinuosity 0-5 0-4 0-3 1 extensive channelization = 0; natural meander = max points) 10 Sediment input 0-5 0-4 0-4 2 extensive deposition= 0; little or no sediment = max oints 11 Size & diversity of channel bed substrate NA* 0-4 0-5 3 fine, homogenous = 0; large, diverse sizes = max points) 12 Evidence of channel incision or widening 0-5 0-4 0-5 3 ?. (deeply incised = 0; stable bed & banks = max points) 13 Presence of major bank failures 0-5 0-5 0-5 3 severe erosion = 0; no erosion, stable banks = max points) 14 Root depth and density on banks 0-3 0-4 0-5 3 F„ no visible roots = 0; dense roots throughout = max points) 15 Impact by agriculture, livestock, or timber production 0-5 0-4 0-5 2 substantial impact =0; no evidence = max points) 16 Presence of riffle-pool/ripple-pool complexes 0-3 0-5 0-6 2 F no riffles/ripples or pools = 0; well-developed = max points) 17 Habitat complexity 0-6 0-6 0-6 2 little or no habitat = 0; frequent, varied habitats = max points) 18 Canopy coverage over streambed 0-5 0-5 0-5 5 no shading vegetation = 0; continuous canopy = max points) 19 Substrate embeddedness NA* 0-4 0-4 1 (deeply embedded = 0; loose structure = max 20 Presence of stream invertebrates (see page 4) 0-4 0-5 0-5 3 no evidence = 0; common, numerous types = max points) 21 Presence of amphibians 0-4 0-4 0-4 1 O no evidence = 0; common, numerous types = max oints O 22 Presence of fish 0- 4 0- 4 0- 4 0 no evidence = 0; common, numerous types = max points) 23 Evidence of wildlife use 0-6 0-5 0-5 2 no evidence = 0; abundant evidence = max points) Total Points Possible 100 100 100 TOTAL SCORE (also enter on first page) 51 * These characteristics are not assessed in coastal streams. USACE AID# DWQ # Site # (indicate on attached map) 2F STREAM QUALITY ASSESSMENT WORKSHEET Provide the following information for the stream reach under assessment: 1. Applicant's name: Fletcher Management Corporation 2. Evaluator's name: Yelverton, Hart 3. Date of evaluation: 7/18/2005 4. Time of evaluation: mid-day 5. Name of stream: UT to Osborne Branch 6. River basin: French Broad 7. Approximate drainage area: 12 ac. 8. Stream order: first 9. Length of reach evaluated: 30 feet 10. County: Transylvania 11. Site coordinates (if known):35.3222956N / 82.6747052 W 12. Subdivision name (if any):_Ep a Cove 13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):- #12 see attached map) 14. Proposed channel work (if any): channel flooding 15. Recent weather conditions: hot and rainy 16. Site conditions at time of visit: hot 17. Identify any special waterway classifications known: IISection 10 DTidal Waters DEssential Fisheries Habitat OTrout Waters IIOutstanding Resource Waters II Nutrient Sensitive Waters DWater Supply Watershed _ (MV) 18. Is there a pond or lake located upstream of the evaluation point? YES? NON If yes, estimate the water surface area: 19. Does channel appear on USGS quad map? YES? NOE 20. Does channel appear on USDA Soil Survey? YES[-] NOS 21. Estimated watershed land use: _% Residential Commercial _% Industrial Agricultural 100% Forested Cleared / Logged _% Other ( ) 22. Bankfull width: 5' 23. Bank height (from bed to top of bank): 4' 24. Channel slope down center of stream: Flat (0 to 2%) DGentle (2 to 40/6) []Moderate (4 to 100%) 11Steep (>10%) 25. Channel sinuosity: IIStraight Occasional bends []Frequent meander ],Very sinuous DBraided channel Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality. Total Score (from reverse): 37 Comments: Evaluator's y R 1 i 444J//" 1 Date 7/19/2005 STREAM QUALITY ASSESSMENT WORKSHEET ECOREGION POINT RANGE # S CS TI CHARACTERI SCORE Coastal Piedmont Mountain 000 Presence of flow / persistent pools in stream 0-5 0-4 0-5 3 01 no flow or saturation = 0; strop flow = max points) 2 Evidence of past human alteration 0-6 0-5 0-5 3 extensive alteration= 0; no alteration = max points) 3 Riparian zone 0-6 0-4 0-5 4 no buffer = 0; contiguous, wide buffer = max points) 4 Evidence of nutrient or chemical discharges 0-5 0-4 0-4 3 extensive discharges = 0; no discharges = max points) 5 Groundwater discharge 0-3 0-4 0-4 0 no discharge = 0; springs, seeps, wetlands, etc. = max points) U 6 Presence of adjacent floodplain 0-4 0-4 0-2 1 y no flood lain = 0; extensive flood lain = max points) Entrenchment / floodplain access 0-5 0-4 0-2 0 (deeply entrenched = 0; frequent flooding = max oints 8 Presence of adjacent wetlands 0-6 0-4 0-2 0 no wetlands = 0; large adjacent wetlands = max points) 9 Channel sinuosity 0-5 0-4 0-3 1 extensive channelization = 0; natural meander = max points) 10 Sediment input 0-5 0-4 0-4 1 extensive deposition= 0; little or no sediment = max oints) 11 Size & diversity of channel bed substrate NA* 0-4 0-5 2 fine, homogenous = 0; large, diverse sizes = max points) 12 Evidence of channel incision or widening 0-5 0-4 0-5 2 (deeply incised = 0; stable bed & banks = max points) 13 Presence of major bank failures 0-5 0-5 0-5 1 severe erosion = 0; no erosion, stable banks = max points) 14 Root depth and density on banks 0-3 0-4 0-5 1 no visible roots = 0; dense roots throughout = max points) 15 Impact by agriculture, livestock, or timber production 0-5 0-4 0-5 2 substantial impact =0; no evidence = max points) 16 Presence of riffle-pool/ripple-pool complexes 0-3 0-5 0-6 2 no riffles/ripples or pools = 0; well-developed = max points) F 17 Habitat complexity 0-6 0-6 0-6 2 little or no habitat = 0; frequent, varied habitats = max points) 18 Canopy coverage over streambed 0-5 0-5 0-5 4 no shading vegetation = 0; continuous canopy = max points) 19 Substrate embeddeduess NA* 0-4 0-4 0 (deeply embedded = 0; loose structure = max 20 Presence of stream invertebrates (see page 4) 0-4 0-5 0-5 1 no evidence = 0; common, numerous types = max points) 21 Presence of amphibians 0-4 0-4 0-4 1 O no evidence = 0; common, numerous types = max points) 22 Presence offish 0-4 0-4 0-4 0 no evidence = 0; common, numerous types = max oints 23 Evidence of wildlife use 0-6 0-5 0-5 1 no evidence = 0; abundant evidence = max points) Total Points Possible 100 100 100 TOTAL SCORE (also enter on first page) 37 * These characteristics are not assessed in coastal streams. USACE AID# DWQ # Site # (indicate on attached map) STREAM QUALITY ASSESSMENT WORKSHEET Provide the following information for the stream reach under assessment: 1. Applicant's name: Fletcher Management Corporation 2. Evaluator's name: Yelverton, Hart 3. Date of evaluation: 7/18/2005 4. Time of evaluation: mid-day 5. Name of stream: UT to Osborne Branch 6. River basin: French Broad 7. Approximate drainage area: 9 ac. 8. Stream order: first 9. Length of reach evaluated: 30 feet 10. County: Transylvania 11. Site coordinates (if known):35.3222956N / 82.6747052 W 12. Subdivision name (if any): Fore Cove 13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):- #I I (see attached map) 14. Proposed channel work (if any): potential road crossing - 15. Recent weather conditions: hot and rainy 16. Site conditions at time of visit: hot 17. Identify any special waterway classifications known: IISection 10 OTidal Waters DEssential Fisheries Habitat [1Trout Waters IIOutstanding Resource Waters E[ Nutrient Sensitive Waters DWater Supply Watershed , (I-IV) 18, Is there a pond or lake located upstream of the evaluation point? YES? NON If yes, estimate the water surface area: 19. Does channel appear on USGS quad map? YES? NON 20. Does channel appear on USDA Soil Survey? YES[] NON 21, Estimated watershed land use: _% Residential % Commercial _% Industrial _% Agricultural 100% Forested _% Cleared / Logged _% Other ( 22. Bankfull width: 3' 23. Bank height (from bed to top of bank): 6' 24. Channel slope down center of stream: f ],Flat (0 to 2%) Gentle (2 to 4%) L1Moderate (4 to 100%) IISteep (>100/.) 25. Channel sinuosity: OStraight [Occasional bends Frequent meander OVery sinuous IIBraided channel Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality. Total Score (from reverse): 26 ,, , Evaluator's Signature Date 7/19/2005 1 STREAM QUALITY ASSESSMENT WORKSHEET ECOREGION POINT RANGE # STICS T SCORE CHARAC ERI Coastal Piedmont mountain 000 Presence of flow / persistent pools in stream 0-5 0-4 0-5 1 01 no flow or saturation = 0; strop flow = max points) 2 Evidence of past human alteration 0-6 0-5 0-5 3 extensive alteration = 0; no alteration = max points) 3 Riparian zone 0-6 - 0- 4 0-5 2 no buffer = 0; contiguous, wide buffer = max OintS 4 Evidence of nutrient or chemical discharges 0-5 0-4 0-4 2 extensive discharges = 0; no discharges = max oints 5 Groundwater discharge 0-3 0-4 0-4 1 no discharge = 0; springs, seeps, wetlands, etc. = max points) 6 Presence of adjacent floodplain 0-4 0-4 0-2 0 no flood lain = 0; extensive flood lain = max points) Entrenchment / floodplain access 0- 5 0- 4 0- 2 0 (deeply entrenched = 0; frequent flooding = max points) 8 Presence of adjacent wetlands 0-6 0-4 0-2 0 no wetlands = 0; large adjacent wetlands = max oints 9 Channel sinuosity 0-5 0-4 0-3 2 extensive channelization = 0; natural meander = max points) 10 Sediment input 0-5 0-4 0-4 1 extensive deposition-- 0; little or no sediment = max points) 11 Size & diversity of channel bed substrate NA* 0-4 0-5 0 (fine, homogenous = 0; *Me, diverse sizes = max points) 12 Evidence of channel incision or widening 0-5 0-4 0-5 0 (deeply incised = 0; stable bed & banks = max points) 13 Presence of major bank failures 0-5 0-5 0-5 2 severe erosion = 0; no erosion, stable banks = max points 14 Root depth and density on banks 0-3 0-4 0-5 1 E, no visible roots = 0; dense roots throughout = max points) 15 Impact by agriculture, livestock, or timber production 0-5 0-4 0-5 1 substantial impact =0; no evidence = max points) 16 Presence of riffle-pool/ripple-pool complexes . 0-3 0-5 0-6 0 no riffles/ripples or pools = 0; well-developed = max points) H 1 Habitat complexity 0-6 0-6 0-6 1 varied habitats = max points) little or no habitat = 0; frequent 18 , Canopy coverage over streambed 0-5 0-5 0-5 3 no shading vegetation = 0; continuous canopy = max oints 19 Substrate embeddeduess NA* 0- 4 0- 4 4 (deeply embedded = 0; loose structure = max) 20 Presence of stream invertebrates (see.page 4) 0-4 0-5 0-5 0 no evidence = 0• common, numerous types = max points) 21 Presence of amphibians 0-4 0-4 0-4 1 Q no evidence = 0; common, numerous types = max oints) Presence of fish 0 - 4 0 - 4 0 - 4 0 no evidence = 0; common, numerous types = max oints H23 Evidence of wildlife use 0-6 0-5 0-5 1 no evidence = 0; abundant evidence = max points) Total Points Possible ` 100 100 100 TOTAL SCORE (also enter on first page) 26 * These characteristics are not assessed in coastal streams. USACE AID# DWQ # (indicate on attached map) j STREAM QUALITY ASSESSMENT WORKSHEET f j' 'j 3VF,lAS ?f Provide the following information for the stream reach under assessment: 1. Applicant's name: Fletcher Manaizement Corporation 2. Evaluator's name: Yelverton. Hart 3. Date of evaluation: 7/18/2005 4. Time of evaluation: mid-day 5. Name of stream: UT to Osborne Branch 6. River basin: French Broad 7. Approximate drainage area: 19 ac. 8. Stream order: first 9. Length of reach evaluated: 30 feet 10. County: Transylvania 11. Site coordinates (if known):35.3222956N / 82.6747052 W 12. Subdivision name (if any):- Forge Cove 13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):- # 10 (see attached map) 14. Proposed channel work (if any): channel flooding 15. Recent weather conditions: hot and rainy 16. Site conditions at time of 17. Identify any special waterway. classifications known: Section 10 DTidal Waters Essential Fisheries Habitat DTrout Waters IIOutstanding Resource Waters 0 Nutrient Sensitive Waters DWater Supply Watershed _ (I-lv) 18. Is there a pond or lake located upstream of the evaluation point? YES? NOE If yes, estimate the water surface area: 19. Does channel appear on USGS quad map? YES? NOE 20. Does channel appear on USDA Soil Survey? YES? NOE 21. Estimated watershed land use: _% Residential % Commercial Industrial % Agricultural 100% Forested _% Cleared / Logged Other ( 22. Bankfull width: 5' 23. Bank height (from bed to top of bank): 5' 24. Channel slope down center of stream: 0171at (0 to 20%) L1Gentle (2 to 4%) IIModerate (4 to 100%) DSteep (>I 0%) 25. Channel sinuosity: IIStraight 00ccasional bends Dfrequent meander C],Very sinuous [1Braided channel Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality. Total Score (from reverse): 51 Comments: Date 7/19/2005 Evaluator's Signature 71 Site # 1 STREAM QUALITY ASSESSMENT WORKSHEET ECOREGION POINT RANGE # CHARACTERISTICS SCORE Coastal Piedmont Mountain 000 Presence of flow / persistent pools in stream 0-5 0-4 0-5 3 01 no flow or saturation = 0; strop flow = max points) 2 Evidence of past human alteration 0-6 0-5 0-5 3 extensive alteration = 0; no alteration = max points) 3 Riparian zone 0-6 0-4 0-5 4 no buffer = 0; contiguous, wide buffer = max points) 4 Evidence of nutrient or chemical discharges 0-5 0-4 0-4 2 extensive discharges = 0; no discharges = max points) 5 Groundwater discharge 0-3 0-4 0-4 1 no discharge = 0; springs, seeps, wetlands, etc. = max points) 6 Presence of adjacent floodplain 0-4 0-4 0-2 0 no flood lain = 0; extensive flood lain = max. points) Entrenchment / floodplain access 0- 5 0- 4 0- 2 0 a (deeply entrenched = 0; frequent flooding = max oints 8 Presence of adjacent wetlands j 0-6 0-4 0-2 0 acent wetlands = max points) no wetlands = 0; large ad 9 Channel sinuosity 0-5 0-4 0-3 2 extensive channelization = 0; natural meander = max points) 10 Sediment input 0-5 0-4 0-4 1 extensive deposition= 0; little or no sediment = max points) 11 Size & diversity of channel bed substrate NA* 0-4 0-5 1 fine, homogenous = 0; large, diverse sizes = max points) 12 Evidence of channel incision or widening 0-5 0-4 0-5 4 >+ (deeply incised = 0; stable bed & banks = max points) j 13 Presence of major bank failures 0- 5 0- 5 0- 5 5 i severe erosion = 0; no erosion, stable banks = max points) 14 Root depth and density on banks 0-3 0-4 0-5 3 H no visible roots = 0; dense roots throughout = max oints 15 Impact by agriculture, livestock, or timber production 0-5 0-4 0-5 2 (substantial impact =0; no evidence = max oints 16 Presence of riffle-pool/ripple-pool complexes 0-3 0-5 0-6 2 no riffles/ripples or pools = 0; well-developed = max points) 1 Habitat complexity 0-6 0-6 0-6 2 varied habitats = max points) little or no habitat = 0; frequent 18 , Canopy coverage over streambed 0-5 0-5 0-5 5 no shading vegetation = 0; continuous canopy = max points) 19 Substrate embeddedness NA* 0-4 0-4 4 (deeply embedded = 0; loose structure = max 20 Presence of stream invertebrates (see page 4) 0-4 0-5 0-5 2 no evidence = 0• common numerous types = max points) 21 Presence of amphibians 0-4 0-4 0-4 1 O no evidence = 0; common, numerous types = max omts O Presence offish 0-4 0-4 0-4 0 no evidence = 0; common, numerous types = max omts H23 Evidence of wildlife use 0-6 0-5 0-5 4 no evidence = 0; abundant evidence = max points) Total Points Possible ` 100 100 100 TOTAL SCORE (also enter on first page) 51 * These characteristics are not assessed in coastal streams. USACE AID# DWQ # Site # (indicate on attached map) `ls t : STREAK QUALITY ASSESSMENT WORKSHEET , YProvide the following information for the stream reach sander assessment: 1. Applicant's name: Fletcher Management Comoration 2. Evaluator's name: Yelverton. Hart 3. Date of evaluation: 7/18/2005 4. Time of evaluation: mid-day 5. Name of stream: UT to Osborne Branch 6. River basin: French Broad 7. Approximate drainage area: 145 ac. & Stream order: first 9. Length of reach evaluated: 30 feet 10. County: Transylvania 11. Site coordinates (if known):35.3222956N / 82.6747052 W 12. Subdivision name (if any): Fo a Cove 13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):_ #8 (see attached map) 14. Proposed channel work (if any): channel flooding 15. Recent weather conditions: hot and rainy 16. Site conditions at time of visit: hot 17. Identify any special waterway classifications known: OSection 10 OTidal Waters f Essential Fisheries Habitat OTrout Waters IIOutstanding Resource Waters n Nutrient Sensitive Waters aWater Supply Watershed _ (I-IV) 18. Is there a pond or lake located upstream of the evaluation point? YES? NO® If yes, estimate the water surface area: 19. Does channel appear on USGS quad map? YES® NO(] 20. Does channel appear on USDA Soil Survey? YES® NO? 21. Estimated watershed land use: _% Residential Commercial Industrial % Agricultural 100% Forested Cleared / Logged _% Other ( ) 22. Bankfull width: 10' 23. Bank height (from bed to top of bank): 3' 24. Channel slope down center of stream: IIFlat (0 to 2%) Gentle (2 to 4%) (Moderate (4 to 10%) DSteep (>10%) 25. Channel sinuosity: IIStraight 00ccasional bends D Frequent meander ]Very sinuous DBraided channel Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality. Total Score (from reverse): 64 Comments: Evaluator's Signature L.,?-?° . t__....___ date 7/19/2005 S'C'REAM QUALITY ASSESSMENT WORKSHEET ECOREGION POINT RANGE # I TI E O CHARACT R S CS SC RE Coastal Piedmont Mountain 000 Presence of flow / persistent pools in stream 0-5 0-4 0-5 4 01 no flow or saturation = 0; strop flow = max oints 2. Evidence of past human alteration 0-6 0-5 0-5 3 extensive alteration = 0; no alteration = max points) 3 Riparian zone 0-6 0-4 0-5 3 (no buffer = 0; contiguous, wide buffer = max points) 4 Evidence of nutrient or chemical discharges 0-5 0-4 0-4 0 extensive discharges = 0; no discharges = max points) 5 Groundwater discharge 0-3 0-4 0-4 1 no discharge = 0; springs, seeps, wetlands, etc. = max points) r.i 6 Presence of adjacent floodplain 0-4 0-4 0-2 1 no flood lain = 0; extensive flood lain = max points) Entrenchment / floodplain access 0- 5 0- 4 0- 2 1 a'' (deeply entrenched = 0; frequent flooding = max points) 8 Presence of adjacent wetlands j 0-6 0-4 0-2 1 no wetlands = 0; large ad acent wetlands = max points) 9 Channel sinuosity 0-5 0-4 0-3 3 extensive channelization = 0; natural meander = max oints 10 Sediment input 0-5 0-4 0-4 4 extensive deposition= 0; little or no sediment = max points) 11 Size & diversity of channel bed substrate NA* 0-4 0-5 5 fine, homogenous = 0; large, diverse sizes = max points) 12 Evidence of channel incision or widening 0-5 0-4 0-5 4 (deeply incised = 0; stable bed & banks = max points) 13 Presence of major bank failures 0-5 0-5 0-5 5 severe erosion = 0; no erosion, stable banks = max points) 14 Root depth and density on banks 0-3 0-4 0-5 2 no visible roots = 0; dense roots throughout = max oints CA 15 Impact by agriculture, livestock, or timber production 0-5 0-4 0-5 3 substantial impact =0; no evidence = max points) 16 Presence of riffle-pool/ripple-pool complexes 0-3 0-5 0-6 5 F (no riffles/ripples or pools = 0; well-developed = max points) 1 Habitat complexity 0-6 0-6 0-6 5 little or no habitat = 0• frequent, varied habitats = max points) 18 Canopy coverage over streambed 0-5 0-5 0-5 5 no shading vegetation = 0; continuous canopy = max points) 19 Substrate embeddedness NA* 0-4 0-4 1 (deeply embedded = 0; loose structure = max 20 Presence of stream invertebrates (see page 4) 0-4 0-5 0-5 3 no evidence = 0; common, numerous types = max points) 21 Presence of amphibians 0-4 0-4 0-4 3 O no evidence = 0; common, numerous types = max points) O 22 Presence of fish 0-4 0-4 0-4 0 no evidence = 0; common, numerous types = max points) 23 Evidence of wildlife use 0-6 0-5 0-5 2 no evidence = 0; abundant evidence = max points) Total Points Possible ` 100 100 100 TOTAL SCORE (also enter on first page) 64 * These characteristics are not assessed in coastal streams. USACE AID# DWQ # Site # (indicate on attached map) I , {J STREAM QUALITY ASSESSMENT WORKSHEET Provide the following information for the stream reach under assessment: 1. Appl'icant's name: Fletcher Management Corporation 2. Evaluator's name: Yelverton, Hart 3. Date of evaluation: 7/18/2005 4. Time of evaluation: mid-dav 5. Name of stream: UT to Osborne Branch 6. River basin: French Broad 7. Approximate drainage area: 122 ac. 8. Stream order: first 9. Length of reach evaluated: 30 feet 10. County: Transylvania 11. Site coordinates (if known):35.3222956N / 82.6747052 W 12. Subdivision name (if any):__FgMe Cove 13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):- #7 (see attached map) 14. Proposed channel work (if any): road crossin 15. Recent weather conditions: hot and rainy 16. Site conditions at time of visit: hot 17. Identify any special waterway classifications known: Osection 10 DTidal Waters D Essential Fisheries Habitat IITrout Waters ,Outstanding Resource Waters 0 Nutrient Sensitive Waters ?Water Supply Watershed _ (I-IV) 18. Is there a pond or lake located upstream of the evaluation point? YES? NO® If yes, estimate the water surface area: 19. Does channel appear on USGS quad map? YES® NOM 20. Does channel appear on USDA Soil Survey? YES® NOD 21. Estimated watershed land use: ,% Residential Commercial % Industrial % Agricultural 100% Forested Cleared / Logged _% Other ( 22. Bankfull width: 6' 23. Bank height (from bed to top of bank): 2' 24. Channel slope down center of stream: IIFlat (0 to 2%) OGentle (2 to 4%) ].Moderate (4 to 10%) MSteep (>10%) 25. Channel sinuosity: IIStraight DOccasional bends MFrequent meander ?Very sinuous f lBraided channel Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and. 100, with a score of 100 representing a stream of the highest quality. 't'otal Score (from reverse): 61 Comments: Evaluator's Date 7/19/2005 1 STREAM QUALITY ASSESSNIENT WORKSHEET ECOREGION POINT RANGE # CTERISTICS CHARA SCORE Coastal Piedmont Mountain 000 Presence of flow / persistent pools in stream 0-5 0-4 0-5 4 01 no flow or saturation = 0; strop flow = max oints 2 Evidence of past human alteration 0-6 0-5 0-5 3 extensive alteration = 0; no alteration = max points) 3 Riparian zone 0-6 0-4 0-5 3 (no buffer = 0; contiguous, wide buffer = max points) 4 Evidence of nutrient or chemical discharges 0-5. 0-4 0-4 0 extensive discharges = 0; no discharges = max points) 5 Groundwater discharge 0-3 0-4 0-4 1 U no discharge = 0; springs, seeps, wetlands, etc. = max points) 6 Presence of adjacent floodplain 0-4 0-4 0-2 0 no flood lain = 0; extensive flood lain = max oints 'x Entrenchment / floodplain access 0- 5 0- 4 0- 2 0 (deeply entrenched = 0; frequent flooding = max oints 8 Presence of adjacent wetlands 0-6 0-4 0-2 0 no wetlands = 0; large adjacent wetlands = max points) 9 Channel sinuosity 0-5 0-4 0-3 3 extensive channelization = 0; natural meander = max points) 10 Sediment input 0-5 0-4 0-4 2 extensive deposition= 0; little or no sediment = max points) 11 Size & diversity of channel bed substrate NA* 0-4 0-5 5 fine, homogenous = 0• large, diverse sizes = max points) 12 Evidence of channel incision or widening 0-5 0-4 0-5 5 (deeply incised = 0; stable bed & banks = max points) ?. 13 Presence of major bank failures 0-5 0-5 0-5 5 severe erosion = 0; no erosion, stable banks = max oints 14 Root depth and density on banks 0-3 0-4 0-5 3 H no visible roots = 0; dense roots throughout = max oints 15 Impact by agriculture, livestock, or timber production 0-5 0-4 0-5 2 substantial impact =0; no evidence = max points) 16 Presence of riffle-pool/ripple-pool complexes 0-3 0-5 0-6 4 no riffles/ri les or pools = 0; well-developed = max points) 1 Habitat complexity 0-6 0-6 0-6 3 little or no habitat = 0; frequent, varied habitats = max points) 18 Canopy coverage over streambed 0-5 0-5 0-5 5 no shading vegetation = 0; continuous canopy = max points) r19 Substrate embeddeduess NA* 0-4 0-4 2 (deeply embedded = 0; loose structure = max) 20 Presence of stream invertebrates (see page 4) 0-4 6-5 0-5 4 >4 no evidence = 0• common, numerous types = max points) 0 21 Presence of amphibians 0-4 0-4 0-4 2 O no evidence = 0; common, numerous types = max points) O 22 Presence of fish 0-4 0-4 0-4 0 no evidence = 0; common, numerous types = max points) 23 Evidence of wildlife use 0- 6 0- 5 0- 5 3 no evidence = 0; abundant evidence = max points) Total Points Possible ` 100 100 100 TOTAL SCORE (also enter on first page) 61 :k These characteristics are not assessed in coastal streams. USACE AID#` DWQ# __ . _. _ _ . Site # (indicate on attached map) STREAM QUALITY ASSESSMENT WORKSHEET Provide the following information for the stream reach under assessment: 1. Applicant's name: Fletcher Management Corporation 3. Date of evaluation: 7/18/2005 5. Name of stream: UT to Osborne Branch 7. Approximate drainage area: 28 ac. 9. Length of reach evaluated: 30 feet -V 2. Evaluator's name: Y'elverton. Hart 4. Time of evaluation: mid-day 6. River basin: French Broad & Stream order: 10. County: Transylvania 11. Site coordinates (if known):35.3222956N 182.6747052 W 12. Subdivision name (if any): Forge Cove 13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):- #6 (see attached map) 14. Proposed channel work (if any): road crossing 15. Recent weather conditions: hot and rain 16. Site conditions at time of visit: hot 17. Identify any special waterway classifications known: IISection 10 OTidal Waters IIEssential Fisheries Habitat O Trout Waters DOutstanding Resource Waters M Nutrient Sensitive Waters aWater Supply Watershed _ (I-IV) 18. Is there a pond or lake located upstream of the evaluation point? YESF? NO® If yes, estimate the water surface area: 19. Does channel appear on USGS quad map? YES[] NO® 20. Does channel appear on USDA Soil Survey? YES[] NO® 21. Estimated watershed land use: _% Residential % Commercial % Industrial _% Agricultural 100% Forested % Cleared / Logged _% Other 22. Bankfull width: 9' 23. Bank height (from bed to top of bank): 3' 24. Channel slope down center of stream: II Flat (0 to 2%) OGentle (2 to 4%) ?Moderate (4 to 10%) 0steep (>10%) 25. Channel sinuosity: IIStraight f lOccasional bends ,Frequent meander IIVery sinuous DBraided channel Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality. 'T'otal Score (from reverse): 63 Comments: Evaluator's f? 1 Tate 7/19/2005 STREAM QUALITY ASSESSMENT WORKSHEET # CH CTERIST CS R ECOREGION POINT RANGE I A A SCORE Coastal Piedmont Mountain 000 Presence of flow / persistent pools in stream 0-5 0-4 0-5 4 01 no flow or saturation = 0; strop flow = max points) 2 Evidence of past human alteration 0-6 0-5 0-5 1 extensive alteration = 0; no alteration = max points) 3 Riparian zone 0-6 0-4 0-5 5 no buffer = 0; contiguous, wide buffer = max oints 4 Evidence of nutrient or chemical discharges 0-5 0-4 0-4 0 extensive discharges = 0; no discharges = max points) 5 Groundwater discharge 0-3 0-4 0-4 1 no discharge = 0; springs, seeps, wetlands, etc. = max oints U 6 Presence of adjacent floodplain 0- 4 0- 4 0- 2 0 y, no flood lain = 0; extensive flood lain = max points) 7 Entrenchment / floodplain access 0- 5 0-4 0-2 0 p" (deeply entrenched = 0; frequent flooding = max points) 8 Presence of adjacent wetlands j 0-6 0-4 0-2 0 acent wetlands = max points) (no wetlands = 0; large ad 9 Channel sinuosity 0-5 0-4 0-3 3 extensive channelization = 0; natural meander = max points) 10 Sediment input 0-5 0-4 0-4 3 extensive deposition= 0; little or no sediment = max points) 11 Size & diversity of channel bed substrate NA* 0-4 0-5 4 fine, homogenous = 0; large, diverse sizes = max points) 12 Evidence of channel incision or widening 0-5 0-4 0-5 5 y+ (deeply incised = 0; stable bed & banks = max points) 13 Presence of major bank failures 0-5 0-5 0-5 5 . stable banks = max points) severe erosion = 0; no erosion , 14 Root" depth and density on banks 0-3 0-4 0-5 3 no visible roots = 0; dense roots throughout = max oints 15 Impact by agriculture, livestock, or timber production 0-5 0-4 0-5 2 substantial impact =0; no evidence = max points) 16 Presence of riffle-pool/ripple-pool complexes 0-3 0-5 0-6 4 no riffles/ripples or pools = 0; well-developed = max points) .t! 1 Habitat complexity 0-6 0-6 0-6 4 varied habitats = max points) little or no habitat = 0; frequent 18 , Canopy coverage over streambed 0-5 0-5 0-5 5 no shad' vegetation = 0; continuous canopy = max points) 19 Substrate embeddedness NA* 0-4 0-4 3 (deeply embedded = 0; loose structure = max 20 Presence of stream invertebrates (see page 4) 0-4 0-5 0-5 5 no evidence = 0; common, numerous types = max points) 21 Presence of amphibians 0-4 0-4 0-4 3 O no evidence = 0; common, numerous types = max points) O 22 Presence of fish 0-4 0-4 0-4 0 no evidence = 0; common, numerous types = max points) 23 Evidence of wildlife use 0-6 0-5 0-5 3 no evidence = 0; abundant evidence = max points) Total Points Possible ` 100 100 100 TOTAL SCORE (also enter on first page) 63 * These characteristics are not assessed in coastal streams. USACE AID# DWQ # Site # (indicate on attached map) I L-L-' STREAM QUALITY ASSESSMENT WORKSHEET Provide the following information for the stream reach under assessment: 1. Applicant's name: Fletcher Management Corporation 2. Evaluator's name: Yelverton, Hart 3. Date of evaluation: 7/18/2005 4. Time of evaluation: mid-day 5. Name of stream: UT to Osborne Branch 6. River basin: French Broad 7. Approximate drainage area: 17 ac. 8. Stream order: first 9. Length of reach evaluated: 30 feet 10. County: Transylvania 11. Site coordinates (if known):35.3222956N / 82.6747052 W 12. Subdivision name (if any): Forge Cove 13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):_ #5 (see attached map) 14. Proposed channel work (if any): road crossing 15. Recent weather conditions: hot and rainy 16. Site conditions at time of visit: hot 17. Identify any special waterway classifications known: OSection 10 QTidal Waters DEssential Fisheries Habitat DTrout Waters 00utstanding Resource Waters 0 Nutrient Sensitive Waters DWater Supply Watershed _ (MV) I& Is there a pond or lake located upstream of the evaluation point? YES? NO® If yes, estimate the water surface area: 19. Does channel appear on USGS quad map? YESn NON 20. Does channel appear on USDA Soil Survey? YES? NO® 21. Estimated watershed land use: ,% Residential _% Commercial % Industrial Agricultural 100% Forested _% Cleared /Logged _% Other ( ) 22. Bankfull width: 8' 23. Bank height (from bed to top of bank): 3' 24. Channel slope down center of stream: IIFlat (0 to 2%) OGentle (2 to 4%) Moderate (4 to 10%) QSteep (>10%) 25. Channel sinuosity: IIStraight 00ccasional bends IIFrequent meander OVery sinuous OBraided channel Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality. 'T'otal Score (from reverse): 56 Comments: Evaluator's Signature 7.?? '--? _..__...... _.. ._. Date 7/19/2005 STREAM QUALITY ASSESSMENT WORKSHEET # CHARACTERI TICS ECOREGION POINT RANGE S SCORE Coastal Piedmont Mountain 000 Presence of flow / persistent pools in stream 0-5 0-4 0-5 4 01 no flow or saturation = 0; strop flow = max points) 2 Evidence of past human alteration 0-6 0-5 0-5 1 extensive alteration = 0; no alteration = max points) 3 Riparian zone 0-6 0-4 0-5 3 no buffer = 0; contiguous, wide buffer = max oints Evidence of nutrient or chemical discharges 0-5 0-4 0-4 0 extensive discharges = 0; no discharges = max points) 5 Groundwater discharge 0- 3 0- 4 0- 4 1 no discharge = 0; springs, seeps, wetlands, etc. = max oints U 6 Presence of adjacent floodplain 0-4 0-4 0-2 0 no flood lain = 0; extensive flood lain = max points) Entrenchment / floodplain access 0- 5 0- 4 0- 2 0 p, (deeply entrenched = 0; fre uent flooding = max points) 8 Presence of adjacent wetlands j 0-6 0-4 0-2 0 acent wetlands = max points) no wetlands = 0; large ad 9 Channel sinuosity 0-5 0-4 0-3 3 extensive channelization = 0; natural meander = max points) 10 Sediment input 0-5 0-4 0-4 2 extensive deposition= 0; little or no sediment = max oints 11 Size & diversity of channel bed substrate NA* 0-4 0-5 5 fine, homogenous = 0; large, diverse sizes = max points) 12 Evidence of channel incision or widening 0-5 0-4 0-5 3 >4 (deeply incised = 0; stable bed & banks = max points) ,F' 13 Presence of major bank failures 0-5 0-5 0-5 4 a severe erosion = 0; no erosion, stable banks = max oints 14 Root depth and density on banks 0-3 0-4 0-5 2 F, no visible roots = 0; dense roots throughout = max points) 15 Impact by agriculture, livestock, or timber production 0-5 0-4 0-5 3 substantial impact =0; no evidence = max points) 16 Presence of riffle-pool/ripple-pool complexes 0-3 0-5 0-6 4 no riffles/ripples or pools = 0; well-developed = max points) H 17 Habitat complexity 0-6 0-6 0-6 4 little or no habitat = 0; frequent, varied habitats = max points) 18 Canopy coverage over streambed 0-5 0-5 0-5 5 no shading vegetation = 0; continuous canopy = max points) 19 Substrate embeddedness NA* 0-4 0-4 3 (deeply embedded = 0; loose structure = max 20 Presence of stream invertebrates (see page 4) 0-4 0-5 0-5 3 no evidence = 0• common, numerous types = max points) 21 Presence of amphibians 0-4 0-4 0-4 3 O no evidence = 0; common, numerous types = max points) O 22 Presence of fish 0-4 0-4 0-4 0 no evidence = 0; common, numerous types = max points) 23 Evidence of wildlife use 0-6 0-5 0-5 3 no evidence = 0; abundant evidence = max oints Total Points Possible 100 100 100 TOTAL SCORE (also enter on first page) 56 * These characteristics are not assessed in coastal streams. USACE AID# DWQ# Site # (indicate on attached map) STREAK QUALITY ASSESSMENT WORKSHEET Provide the following information for the streams reach under assessment: 1. Applicant's name: Fletcher Management Corporation 2. Evaluator's name: Yelverton. Hart 3. Date of evaluation: 7/18/2005 4. Time of evaluation: mid-day 5. Name of stream: UT to Osborne Branch 6. River basin: French Broad 7. Approximate drainage area: 32 ac. 8. Stream order: first 9. Length of reach evaluated: 30 feet 10. County: Transylvania 11. Site coordinates (if known):35.3222956N / 82.6747052 W 12. Subdivision name (if any): Fogr e Cove 13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):_ #4 (see attached map) 14. Proposed channel work (if any): road crossin 15. Recent weather conditions: hot and rainy 16. Site conditions at time of visit: hot 17. Identify any special waterway classifications known: RSection 10 DTidal Waters DEssential Fisheries Habitat ?Trout Waters DOutstanding Resource Waters II Nutrient Sensitive Waters ElWater Supply Watershed _ (I-IV) I& Is there a pond or lake located upstream of the evaluation point? YES? NO® If yes, estimate the water surface area: 19. Does channel appear on USGS quad map? YES® NOD 20. Does channel appear on USDA Soil Survey? YES® NOF1 21. Estimated watershed land use: _% Residential _% Commercial Industrial Agricultural 100% Forested _% Cleared / fogged Other ( 22. Bankfull width: 8' 23. Bank height (from bed to top of bank): 4' 24. Channel slope down center of stream: IIFlat (0 to 2%) f Gentle (2 to 4%) OModerate (4 to 10%) IISteep (>10%) 25. Channel sinuosity: F]Straight IIOccasional bends Frequent meander [,Very sinuous DBraided channel Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality. 't'otal Score (from reverse): 50 Comments: ]Evaluator's Signature .4 Date 7/19/2005 1 STREAM QUALITY ASSESSMENT WORKSHEET ECOREGION POINT RANGE # CHARACTERISTICS SCORE Coastal Piedmont Mountain 000 Presence of flow / persistent pools in stream 0-5 0-4 0-5 4 01 no flow or saturation = 0; strop flow = max points) 2 Evidence of past human alteration 0-6 0-5 0-5 1 extensive alteration = 0; no alteration = max points) 3 Riparian zone 0-6 0-4 0-5 3 no buffer = 0; contiguous, wide buffer = max points) 4 Evidence of nutrient or chemical discharges 0-5 0-4 0-4 0 extensive discharges = 0; no discharges = max points) 5 Groundwater discharge 0-3 0-4 0-4- 1 U no discharge = 0; springs, seeps, wetlands, etc. = max points) 6 Presence of adjacent floodplain 0-4 0-4 0-2 0 no flood lain = 0; extensive flood lain = max points) Entrenchment / floodplain access 0- 5 0- 4 0- 2 0 a'+ (deeply entrenched = 0; frequent flooding = max points) 8 Presence of adjacent wetlands j 0-6 0-4 0-2 0 acent wetlands = max points) no wetlands = 0; large ad 9 Channel sinuosity 0-5 0-4 0-3 3 extensive channelization = 0; natural meander = max points) 10 Sediment input 0-5 0-4 0-4 3 extensive deposition= 0; little or no sediment = max points) i 1 Size & diversity of channel bed substrate NA* 0-4 0-5 5 fine, homogenous = 0; large, diverse sizes = max points) 12 Evidence of channel incision or widening 0-5 0-4 0-5 0 (deeply incised = 0; stable bed & banks = max points) 13 Presence of major bank failures 0-5 0-5 0-5 2 severe erosion = 0; no erosion, stable banks = max points) 14 Root depth and density on banks 0-3 0-4 0-5 1 E~ no visible roots = 0; dense roots throughout = max oints 15 Impact by agriculture, livestock, or timber production 0-5 0-4 0-5 3 substantial impact --0; no evidence = max oints 16 Presence of riffle-pool/ripple-pool complexes 0-3 0-5 0-6 5 H no riffles/ripples or pools = 0; well-developed = max points) 17 Habitat complexity 0-6 0-6 0-6 2 little or no habitat = 0; frequent, varied habitats = max points) 18 Canopy coverage over streambed 0-5 0-5 0-5 5 no shading vegetation = 0; continuotts canopy = max points) 19 Substrate embeddeduess NA* 0-4 0-4 3 (deeply embedded = 0; loose structure = max 20 Presence of stream invertebrates (see page 4) 0-4 0-5 0-5 4 no evidence = 0• common, numerous types = max points) 21 Presence of amphibians 0-4 0-4 0-4 2 O no evidence = 0; common, numerous types = max points) O 22 Presence of fish 0-4 0-4 0-4 0 no evidence = 0; common, numerous types = max points) 23 Evidence of wildlife use 0-6 0-5 0-5 3 no evidence = 0; abundant evidence = max points) Total Points Possible ` 100 100 T 100 TOTAL SCORE (also enter on first page) 50 * These characteristics are not assessed in coastal streams. USACE AID# DWQ # Site # (indicate on attached map) STREAM QUALITY ASSESSMENT WORKSHEET )Provide the following information for the stream reach under assessment: 1. Applicant's name: Fletcher Management Corporation 2. Evaluator's name: Yelverton, Hart 3. Date of evaluation: 7/18/2005 4. Time of evaluation: mid-day 5. Name of stream: UT to Osborne Branch 6. River basin: French Broad 7. Approximate drainage area: 18 ac. 8. Stream order: first 9. Length of reach evaluated: 30 feet 10. County: Transylvania 11. Site coordinates (if known):35.3222956N / 82.6747052 W 12. Subdivision name (if any):_ F=e Cove 13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):_ #3 (see attached map,) 14. Proposed channel work (if any): road crossing fly. Recent weather conditions: hot and rainy 16. Site conditions at time of vi 17. Identify any special waterway classifications known: ?Section 10 IITidal Waters DEssential Fisheries Habitat [(Trout Waters DOutstanding Resource Waters M Nutrient Sensitive Waters QWater Supply Watershed _ (I-IV) 18. Is there a pond or lake located upstream of the evaluation point? YESn NOE If yes, estimate the water surface area: 19. Does channel appear on USGS quad map? YES[] NOE] 20. Does channel appear on USDA Soil Survey? YES? NO® 21. Estimated watershed land use: _% Residential % Commercial Industrial Agricultural 100% Forested Cleared / Logged Other ( 22. Bankfull width: 4' 23. Bank height (from bed to top of bank): 1' 24. Channel slope down center of stream: IIFlat (0 to 2%) Gentle (2 to 40%) IIModerate (4 to 10%) OSteep (>10%) 25. Channel sinuosity: OStraight 00ccasional bends IIFrequent meander OVery sinuous IIBraided channel Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box. and provide an explanation in the comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality. Total Score (from reverse): 61 Comments: Evaluator's Date 7/19/2005 1 STREAM QUALITY ASSESSMENT WORKSHEET ECOREGION POINT RANGE CHARACTERISTICS SCORE Coastal Piedmont Mountain 000 ; Presence of flow / persistent pools in stream 0-5 0-4 0-5 4 01 no flow or saturation = 0; strop flow = max points) 2 Evidence of past human alteration 0-6 0-5 0-5 3 extensive alteration = 0; no alteration = max points) 3 Riparian zone 0-6 0-4 0-5 4 no buffer = 0; contiguous, wide buffer = max oints 4 Evidence of nutrient or chemical discharges 0-5 0-4 0-4 3 extensive discharges = 0; no discharges = max points) 5 Groundwater discharge 0-3 0-4 0-4 3 U no discharge = 0; springs, seeps, wetlands, etc. = max points) 6 Presence of adjacent floodplain 0- 4 0- 4 0- 2 0 y, no flood lain = 0; extensive flood lain. = max points) Entrenchment / floodplain access 0- 5 0- 4 0- 2 1 (deeply entrenched = 0; frequent flooding = max points) 8 Presence of adjacent wetlands j 0-6 0-4 0-2 1 acent wetlands = max points) no wetlands = 0; large ad 9 Channel sinuosity 0-5 0-4 0-3 2 extensive channelization = 0; natural meander = max points) 10 Sediment input 0-5 0-4 0-4 3 (extensive deposition-- 0; little or no sediment = max points) 11 Size & diversity of channel bed substrate NA 0-4 0-5 4 fine, homogenous = 0; large, diverse sizes = max points) 12 Evidence of channel incision or widening 0-5 0-4 0-5 3 >1 (deeply incised = 0; stable bed & banks = max points) F* 13 Presence of major bank failures 0-5 0-5 0-5 3 severe erosion = 0; no erosion, stable banks = max points) 14 Root depth and density on banks 0-3 0-4 0-5 3 H no visible roots = 0; dense roots throughout = max oints 15 Impact by agriculture, livestock, or timber production 0-5 0-4 0-5 3 substantial impact =0; no evidence = max points) 16 Presence of riffle-pool/ripple-pool complexes 0-3 0-5 0-6 4 no riffles/ripples or pools = 0; well-developed = max points) E 1 Habitat complexity 0-6 0-6 0-6 3 varied habitats = max points) little or no habitat = 0; frequent , 18 Canopy coverage over streambed 0-5 0-5 0-5 4 no shading vegetation = 0; continuous canopy = max points) 19 Substrate embeddedness NA* 0-4 0-4 2 deeply embedded = 0• loose structure = max 20 Presence of stream invertebrates (see page 4) 0-4 0-5 0-5 3 no evidence = 0; common, numerous types = max points) 21 Presence of amphibians 0-4 0-4 0-4 2 no evidence = 0; common, numerous types = max oints O 22 Presence of fish 0-4 0-4 0-4 0 no evidence = 0; common, numerous types = max points) 23 Evidence of wildlife use 0-6 0-5 0-5 3 no evidence = 0• abundant evidence = max oints Total Points Possible ` 100 100 100 TOTAL SCORE (also enter on first page) 61 * These characteristics are not assessed in coastal streams. USACE AID# DWQ # Site # (indicate on attached map) y STREAM QUALITY ASSESSMENT WORKSHEET Provide the following information for the stream reach under assessment: 1. Applicant's name: Fletcher Management Corporation 2. Evaluator's name: Yelverton, Hart 3. Date of evaluation: 7/18/2005 4. Time of evaluation: mid-day 5. Name of stream: UT to Osborne Branch 6. River basin: French Broad 7. Approximate drainage area: 4 ac. 8. Stream order: first 9. Length of reach evaluated: 30 feet 10. County: Transylvania 11. Site coordinates (if known): 35.322295N/82.674705W 12. Subdivision name (if any): Forge Cove 13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location): #2 (see attached man) - 14. Proposed channel work (if any): road crossing 15. Recent weather conditions: hot and rainy 16. Site conditions at time of visit: hot 17. Identify any special waterway classifications known: OSection 10 IITidal Waters IIEssential Fisheries Habitat 13Trout Waters []Outstanding Resource Waters [3 Nutrient Sensitive Waters IIWater Supply Watershed _ (I-IV) 18. Is there a pond or lake located upstream of the evaluation point? YES[] NOS If yes, estimate the water surface area: 19. Does channel appear on USGS quad map? YES? NOM 20. Does channel appear on USDA Soil Survey? YESD NOS 21. Estimated watershed land use: _% Residential Commercial Industrial ^% Agricultural I00% Forested Cleared / Logged _% Other ( . ) 22. Bankfull width: 4' 23. Bank height (from bed to top of bank): 4' 24. Channel slope down center of stream: DFlat (0 to 2%) Gentle (2 to 4%) IIModerate (4 to 10%) C1Steep (> 10%) 25. Channel sinuosity: IRStraight []Occasional bends []Frequent meander OVery sinuous DBraided channel Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the continent section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality. Total Score (from reverse): 43 Comments: ]Evaluator's Date -7/19/2005 I STREAM QUALITY ASSESSMENT WORKSHEET ECOREGION POINT RANGE # CHARACTERISTICS SCORE Coastal Piedmont Mountain 000 Presence of flow / persistent pools in stream 0-5 0-4 0-5 2 01 no flow or saturation = 0; strop flow = max points) 2 Evidence of past human alteration 0-6 0-5 0-5 3 extensive alteration = 0; no alteration = max oints 3 Riparian zone 0-6 0-4 0-5 4 no buffer = 0; contiguous, wide buffer = max points) 4 Evidence of nutrient or chemical discharges 0-5 0-4 0-4 4 extensive discharges = 0; no discharges = max oints a 5 Groundwater discharge 0-3 0-4 0-4 2 no discharge = 0; springs, seeps, wetlands, etc. = max points) U ,.., Presence of adjacent floodplain 0-4 0-4 0-2 0 6 no flood lain = 0; extensive flood lain = max points) Entrenchment / floodplain access 0 - S 0-4 0-2 1 (deeply entrenched = 0; frequent flooding = max oints 8 Presence of adjacent wetlands 0-6 0-4 0-2 1 no wetlands = 0; large adjacent wetlands = max oints 9 Channel sinuosity 0-5 0-4 0-3 1 extensive channelization = 0; natural meander = max points) 10 Sediment input 0-5 0-4 0-4 2 extensive deposition= 0; little or no sediment = max oints I 1 Size & diversity of channel bed substrate NA* 0-4 0-5 2 fine, homogenous = 0; large, diverse sizes = max points) 12 Evidence of channel incision or widening 0-5 0-4 0-5 3 + (deeply incised = 0; stable bed & banks = max points) {H.? 13 Presence of major bank failures 0-5 0-5 0-5 2 severe erosion = 0; no erosion, stable banks = max points) 14 Root depth and density on banks 0-3 0-4 0-5 2 no visible roots = 0; dense roots throughout = max oints 15 Impact by agriculture, livestock, or timber production 0-5 0-4 0-5 2 substantial impact =0; no evidence = max points) 16 Presence of riffle-poollripple-pool complexes 0-3 0-5 0-6 2 no riffles/ripples or pools = 0; well-developed = max points) 17 habitat complexity 0-6 0-6 0-6 1 little or no habitat = 0; frequent, varied habitats = max points) 18 Canopy coverage over streambed 0 - 5 0 - 5 0 - 5 5 x no shading vegetation = 0; continuous canopy = max points 19 Substrate embeddeduess NA* 0-4 0-4 1 (deeply embedded = 0; loose structure = max 20 Presence of stream. invertebrates (see page 4) 0-4 0-5 0-5 1 no evidence - 0; common numerous es = max oints 21 Presence of amphibians 0-4 0-4 0-4 1 O (no evidence = 0; common, numerous types = max points) O 22 Presence of fish 0-4 0-4 0-4 0 no evidence = 0; common, numerous types = max points) 23 Evidence of wildlife use 0-6 0-5 0-5 2 no evidence = 0; abundant evidence = max points) Total Points Possible ` 100 100 100 TOTAL SCORE (also enter on first page) 43 * These characteristics are not assessed in coastal streams. USACE AID# . DWQ # Site # (indicate on attached map) STREAM QUALITY ASSESSMENT WORKSHEET Provide the following information for the stream reach under assessment: 1. Applicant's name: Fletcher Management Corporation 2. Evaluator's name: Yelverton, Hart 3. Date of evaluation: 7/18/2005 4. Time of evaluation: mid-day 5. Name of stream: UT to Osborne Branch 6. River basin: French Broad 7. Approximate drainage area: 46 ac. 8. Stream order: first 9. Length of reach evaluated: 30 feet 10. County: Transylvania 11. Site coordinates (if known): 35.322295N/82.674705W 12. Subdivision name (if any): Forge Cove 13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):_ #I (see attached map) 14. Proposed channel work (if any): road crossing 15. Recent weather conditions: hot and rain 16. Site conditions at time of visit: hot 17. Identify any special waterway classifications known: OSection 10 OTidal Waters DEssential Fisheries Habitat []Trout Waters []Outstanding Resource Waters [] Nutrient Sensitive Waters OWater Supply Watershed _ (I-IV) 18. Is there a pond or lake located upstream of the evaluation point? YES? NOE If yes, estimate the water surface area: 19. Does channel appear on USGS -quad map? YES® NOR 20. Does channel appear on USDA Soil Survey? YES® NOD 21. Estimated watershed land use: _% Residential Commercial Industrial ._% Agricultural 100% Forested % Cleared / Logged _% Other ( ) 22. Bankfull width: 7-10' 23. Bank height (from bed to top of bank): 4' 24. Channel slope down center of stream: []Flat (0 to 2%) OGentle (2 to 4%) []Moderate (4 to 10%) []Steep (> 10%) 25. Channel sinuosity: IIStraight Occasional bends IIFrequent meander [,Very sinuous OBraided channel Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality. Total Score (from reverse): 58 Comments: flute 7/19/2005 1 STREAM QUALITY ASSESSMENT WORKSHEET ECOREGION POINT RANGE # ST C CHARACTERI I S SCORE Coastal Piedmont Mountain 000 Presence of flow / persistent pools in stream 0- 5 0-4 0-5 4 01 no flow or saturation = 0; strop flow = max points) 2 Evidence of past human alteration 0-6 0-5 0-5 3 extensive alteration = 0; no alteration = max points) 3 Riparian zone 0-6 0-4 0-5 4 no buffer = 0; contiguous, wide buffer = max oints 4 Evidence of nutrient or chemical discharges 0-5 0-4 0-4 3 extensive discharges = 0; no discharges = max points) 5 Groundwater discharge 0-3 0-4 0-4 1 no discharge = 0; springs, see s, wetlands etc. = max points) U 6 Presence of adjacent floodplain 0- 4 0- 4 0- 2 1 no flood lain = 0; extensive flood lain = max oints 7 Entrenchment / floodplain access 0- 5 0-4 0-2 1 a (deeply entrenched = 0; frequent flooding = max points) 8 Presence of adjacent wetlands 0-6 0-4 0-2 0 no wetlands = 0; large adjacent wetlands = max points) 9 Channel sinuosity 0-5 0-4 0-3 2 extensive channelization = 0• natural meander = max points) 10 Sediment input 0-5 0-4 0-4 2 extensive deposition= 0; little or no sediment =.max points) 11 Size & diversity of channel bed substrate NA* 0-4 0-5 4 fine, homogenous = 0; large, diverse sizes = max points) 12 Evidence of channel incision or widening 0-5 0-4 0-5 3 (deeply incised = 0; stable bed & banks = max points) 13 Presence of major bank failures 0-5 0-5 0-5 3 severe erosion = 0; no erosion, stable banks = max points) 14 Root depth and density on banks 0-3 0-4 0-5 4 E, no visible roots = 0; dense roots throughout = max Dints 15 Impact by agriculture, livestock, or timber production 0-5 0-4 0-5 3 substantial impact =0; no evidence = max oints 16 Presence of riffle-pool/ripple-pool complexes 0-3 0-5 .0-6 5 no riffles/ripples or pools = 0; well-developed = max points) E 1 Habitat complexity 0-6 0-6 0-6 4 W little or no habitat = 0; frequent, varied habitats = max points) 18 Canopy coverage over streambed ' 0-5 0-5 0-5 4 vegetation = 0; continuous canopy = max points) no shad 19 Substrate embeddedness NA* 0-4 0-4 2 dee 1 embedded = 0; loose structure = max 20 Presence of stream invertebrates (see page 4) 0-4 0-5 0-5. 2 no evidence = 0• common, numerous types = max points) 21 Presence of amphibians 0-4 0-4 0-4 1 O no evidence = 0; common, numerous types = max p O 22 Presence offish 0-4 0-4 0-4 0 no evidence = 0; common, numerous types = max points) 23 Evidence of wildlife use 0- 6 0- S 0- 5 2 (no evidence = 0; abundant evidence = max oints Total Points Possible ` 100 100 100 TOTAL SCORE (also enter on first page) 58 * These characteristics are not assessed in coastal streams. Dam Location - Fill for dam - Stream Quality Score 63 Location #1 - Road Crossing (Old ford) - Stream Quality Score 58 w. '.tl Location 42 - Road Crossing where channel underground Stream Quality Score 43 (in channel below this location) Location 43 - Road Crossing - Stream Quality Score 61 Location #5 - Road Crossing - Stream Quality Score 56 Location 44 - Road Crossing - Stream Quality Score 50 C.. R•.. }Y Location #7 - Road Crossing - Stream Quality Score 61 Location #6 - Road Crossing - Stream Quality Score 63 a , N17 Location #10 -Channel Flooding -- Stream Quality WIN Location #8 - Channel Flooding - Stream Quality Score 64 Location #11 - Road Crossing where channel underground Stream Quality Score 26 (in channel below this location) Location #12 - Channel Flooding - Stream Quality Score 37 Stream Quality Score 38 Location # 13 - Channel Flooding - Stream Quality Score 51 Location #14 - Road Crossing is above the endpoint of this channel Location 415 - Road Crossing - Stream Quality Score 35 Location #16 - Road Crossing - Stream Quality Score 49 .Location #17 - Channel Restoration - Stream Quality Score 20 (Straightened & Hardened Channel) Pond below Location #17 - Channel Restoration (channel in pipe to right side of pond) (Over 34011 in pipe and another 100+ otherwise impacted) ?P>2109 Y2. t art ;ii A\ I^ i r ? 1,F8 I ?Q I CreCk oll'I '}. - - - `Mile ?, I rl/ / C1 i _ _ r Mile_? •? JI ` t; r Q??. / I,? t Mile FI A ooker Fails Laurel BM Lq 67 Shee LR 654 -Mountain\ r 2574 /PyG?titi ?? fl pe6G \\ w / t I 10, FORES p - 1 - _ Ali ?T Opp - \\ - - .,.J - BM A -4 1 - \\ ( - Chemical; F-3 b RR- 6' W Cedar Rock { Name: BREVARD Location: 035.2075733° N 082.6447553° W Date: 11/7/2005 Caption: Cascade Lake Property Scale: 1 inch equals 2000 feet 1997, Fo rg e Cove Conceptual "actor ®Iin July 15, 2005 Lake Front -Canoes -Fishing Pier -Picnic Area I x ? I I -L High Point P -Fire Tower -Trails -Picnic Area 9 k_L51q 0 W, Lr-P=, DO MAR R 2006 DENR - WAI L R QUALI fY #ETlANDS AND STORMWATER BRANCF Entrance Park -Ponds/Waterfalls -Remove all Existing Ares >rs at Entrance p, & Greenwoys Melee D-W, Group PA 1?m?e w?mmt? F vswnmol Ds irl r ? cem i - 1-4 // n f \r I .t 1 ?J `1 i I 'k, ??.,. r .( 1 t /?? rY r\ S BM I R 657 USUS 2.20-1 /I l 2 9l4\ r.: 2222. r -t 'RHO-..?, \y 'i/ 'r v +? , I ,?? i? •Z HCIIp ZIn OSS~.D-? ?l _? _ _ -'"" grab ,'?• i ?. ?\\, ? f '•, - , `' Church ? ?_-- - - :.:_,, i U .c .I ??• J `'f/ - EK •?' -?Hoimc?:Statc''Forest Nursery •i! Frien;e Yctl i 1 .I UFB 151 1 `2157 - - ice- i /;• ,reek-_ - UM LR 669 / 2 1uF6 91 ZtzS 211. (rab - I - . , Je(rm Lake -.. ?- I,• Q( -- /.?- / _ I ! ROAD it I c > / ?. i -c Sffaal Cre k 0/? \ t •:v - i' F Falls ?// ? v V Hickory 7Y Z_~ 1 f P J Ir, l'The Flatwoods` lie Name: STANDINGSTONE MT Date: 11/7/2005 Scale. 1 inch equals 2000 feet Location: 035.2321896' N 082.5939303° W Caption: Shoal Creek Farm 97. Maptech. Inc G? Turk$Y t r Khob i J g JI" " J / ?` > r ?. ?. 1 ?. 1 ,:JI V Secareda M??r7t \ Camp -l / lue.Ridge J? 4ti 41 Reasenoffer. Vi03 , J Gilte ' 'IT Teen "River 15w) Gap Gre -AN ROAD J a- 4 or- i . •. "\i \?\\`?-?,_- ? \J I Iii `\ ? `- "/\ an Mtn -YO Standin' 'to - \ -= Mountair4 NES _. _ 1 EE VAL t EY D1VIQ s`. ( G y. - Cl 1) O t Little Rich vyQ' Mountain -=Guie ?rte ?U3ke.Sudy v Z?A oao Cam G o?Ftw? a -- \ R_- reenvi]16 5ymm s Chucai ! - ?+p? '?- -h'uinbmo FrsUA Wat: A J, 1 r 1??0 ?? ?,JtAR g : 24C? 6°W C-TARMMIER 5W\ Name: STANDINGSTONE MT Date: 11/7/2005 Scale: 1 inch equals 2000 feet Location: 035.1477602° N 082.5919405° W Caption: Taylor Property nc. Forge Cove Lake Stream Restoration Plan Transylvania County, North Carolina March 3, 2006 Prepared by: Executive Summary The Developers of Forge Cove, Paul Fletcher and Robert Johnson, propose this restoration plan as an outline to remove existing pipe on-site and to restore the stream channel and adjacent riparian buffer areas. All work will take place on site using natural channel design techniques. Proposed activities will occur at one location on site. The plan, as outlined within this document, serves as guidance for the proposed restoration and will serve as partial mitigation for dam construction on site. Restoration will be: • removal of 345' of pipe from Long Branch stream channel o removal of rip-rap from both ends of pipe • restoration of 985' of same stream channel accounting for road crossings of current pipe and current structures on property altering natural stream f low • allow natural unabated stream flow through channel • creation of aquatic habitat using rock and large woody debris • stabilization of stream bank with fine grading, if necessary o addition of topsoil as necessary • re-vegetation of stream banks as riparian buffers o temporary and permanent seeding schedule as shown below o plant list shown below The restoration of the area will have oversight by WNR, Inc. staff to ensure proper techniques and success, and to propose alterations during the restoration process if necessary. Restoration success will be measured in terms of stream aquatic life and stream buffer plant survival. Construction Plan and Specifications The restoration process will begin with the removal of the pipe, rip rap, and any other stream implements. Any structures that stand in the way of the natural stream channel will be removed at this time as well. All attempts will be made to recreate the channel and stream bank slopes and angles as they were on the site prior to disturbance. At this point we will begin to harvest on site materials to be used in the restoration process. Materials such as topsoil, vegetation, and rock will be harvested on site during other construction activities from areas of similar slope and aspect. On site, natural rock will be used in the restoration of natural aquatic habitat in the stream channel. Large woody debris also harvested on site will be used as an amendment to the stream channel to create natural aquatic habitat. Once the stream is restored focus will move on to the stream banks. Topsoil harvested on site will be added to the stream banks at a minimum depth of six inches. No soil amendments (fertilizer) will be added in order to keep the system as natural as possible and to prevent any excess nutrient runoff into the stream. Fine grading will be used when necessary to recreate side slopes and micro-topography will be used for soil stabilization and to minimize runoff. Planting Plan and Specifications The slopes will be planted with the appropriate species once the construction is complete in order to recreate the natural riparian buffers that were once there. Rosebay Rhododendron will be planted densely along the stream channel to provide shade, woody debris, and to mimic the natural system present on site. Rosebay Rhododendron and Dog-Hobble will be planted at a dense ratio toward the outer edge of the stream buffer to minimize re- colonization by invasive exotic species and mimic natural conditions on the site. (A listing of species is found below, additional species may be selected as needed, due to availability and site need.) In the rest of the area, trees and shrubs will be mixed and the planting arrangement will be on 10 X 10 foot spacing, which will result in 436 stems per acre. Tree shelters may be used to accelerate growth and increase survivability. All permanent vegetation will be harvested on site to ensure they are suitable native species. During other construction, vegetation from similar slope and aspect will be harvested. This vegetation will be properly excavated and prepared for transport in order to minimize damage and ensure survivability. These plants will then be planted in the riparian buffer zone. The objective will be to mimic most of the natural buffer that is on site, which is mainly composed of shrubs and trees. However, winter rye will be used initially as a temporary planting to aid with soil stabilization. Planting ?Ncfflcations All areas between shrubs/trees will receive 3" of mulch. The contractor will assure percolation of all planting beds/pits prior to installation. Large trees will be anchored into the ground with a'Duckbill' Model No. 88-DTS-0 earth anchors or approved equal. Evergreen trees will be anchored with three 2"x2"x8' evenly spaced stakes and tied with recycled tire tree ties as manufactured by Grostrait or approved equal to promote a straight growth pattern and prevent wind impacts. Woody Vegetation Rhododendron maximum Leucothoe fontanesiana Tsuga canadensis Liriodendron tulipifera Fagusgrandifolia Acer rubrum Quercus rubra Rosebay Rhododendron Dog-Hobble Eastern Hemlock Tuliptree American Beech Red Maple Red Oak Herbaceous Vegetation 4. a Plant Material Specifications Bare Root or Container (Herbaceous): The plants will either be ordered as bare root or in 1-quart containers. Plants will be planted immediately upon delivery. Plants will be stored in shade and kept moist otherwise. Once planted, the specimens shall appear healthy with no leaf spots, leaf damage, leaf discoloration, chlorosis, leaf wilting or curling, or evidence of insects on leaves or stems. Balled and Bagged (Woody Plants): The size of the earthen ball shall at least meet the minimum requirements in the American Standard for Nursery Stock (1980). Where plants are to be planted in saturated soils, the bagged root ball shall have a surface diameter that is at least 2 of the diameter of the un-pruned drip-line and a depth that is at least 8" per 5' of tree/shrub height. The hole for the tree/shrub will be the rootball diameter plus 12" around the outer edge. The crown of the rootball will be placed 1" above finish grade. Plants will be planted immediately upon delivery. If this does not occur, plants shall be stored in shade and root balls kept moist through periodic watering until the time of planting. Once growing, the plants shall appear healthy with no leaf spots, leaf damage, leaf discoloration, chlorosis, leaf wilting or curling, or evidence of insects on leaves. Container (Woody Plants): The soil within the root ball shall be field capacity (1/3 atmosphere) or wetter upon delivery to the job site. Any wilted, dry and/or lightweight plants shall be rejected. Plants shall be planted immediately upon delivery. If not then they must be stored in shade and root balls kept moist through periodic watering until time of planting. The shrub species will be either 2' to Tor T to 4' in height. The tree species will be 8' to 10' for the Red Maples and 7 minimum for the Willow and Sycamores. Soil and root masses must at least meet the minimum required container size. If soil/root masses are substantially smaller, soil around the root mass is loose, indicating the plant has not been in the container long enough to root itself, it shall be rejected. If growing, plants shall appear healthy with, no leaf spots, leaf damage, leaf discoloration, chlorosis, leaf wilting or curling, or evidence,of insects on leaves. For trees and shrubs, where spiraling woody roots exist on the outside f the soil/root mass upon the removal of plants from the containers, the landscape contractor shall separate (cutting where necessary) and spread them out prior to planting. Fertilization Woody Vegetation- Fall/Winter plantings-Use Osmocote 18-5-11, twelve to fourteen month release fertilizer, to be placed in hole or in soil fill/amendment mix at planting. Use grams (1 ounce) per 1-quart container, 90 grams (3 ounce) per 1-gallon container (30 grams per each additional gallon). Use 15 grams (1 ounce) per un-rooted cutting for willow whips (if used). Soil Amendments: Soil amendments are required around tree and shrub plantings. The amendments used should be leaf or pine bark compost at rates of one part compost to one part soil (from planting hole). Fertilizer should be mixed in with soil amendment mix. No surface mulch is required where plants are planted at or near original grade, unless tree shelters are used to promote growth and survival percentage. A 6" soil berm will be constructed 12" from the outer edge of the rootbalI to hold water. Potential Sources For Plant Material Herbaceous Material: Niche Gardens (919) 231-6161 1111 Dawson Road Chapel Hill, NC 27516 We-Du Nurseries (828) 738-8300 Rt. 5, Box 724 Marion, NC 28752 Shrub Material: Campbell's Nursery (919) 851-1162 2816 Campbell Road Raleigh, NC 27606 Cure Nursery (919) 542-6186 880 Buteo Road Pittsboro, NC 27312 Fern Valley Farms (910) 463-2412 1624 Fern Valley Farm Road Yadkinville, NC 27055 Tree Material: NC Division of Forest Resources (828) 438-6270 Edwards Nursery 701 Sanford Drive Morganton, NC 28655 Tree Shelters: Treessentials Company (800) 248-8239 2371 Waters Drive Mendota Heights, MN 55120-1163 \ \ -4509- ?7Q Sys Forge Cove Stream Restoration 48 1 \I \ 4¢0?/ I - 47, 4 43 Road 42 - `--- ? 1 111 W ? lP Crossing will be Bridged ------ - ' ! i roposed Reach Of Stream Restoration -- - 9 985 linear feet ? M 3e? ._ ? g a i 1 I \} J? ? i s xisting Stream Channel 855 linear feet (Red Sections are in pipe) ae \ I I .. YSS \'I` ?` I L I - ------ I' x0 111 \ - - > O' I - - - - - - - - - - - - Y' I To 2 t., 80 Legend - - Property Boundary Existing Stream Existing Pipe Restored Stream ?'? Proposed Road . yI . L ii1 N I•j ! II \ .? v III 1 -t W till Ili' -`1, \ \\\ \\ ` Q) 1 I.P C) -- Ilj?j , CL 09 \, - \\ 11P \\1 \ \\\-;' \\ - ?\ \1\- III' \A \??1,\ \\\ll\%\\\'A'??1? ?V`\???1?\?AC, V J t1, III Ili Page 1 of 1 Subj: Aquatic 10+Data analysis Date: 11/11!2005 10:47:11 A.M. Eastern Standard Time From: Ir;ul rC--- !_-,- ?UiwP..'=D-1 U, To: WIN,R oc"'cC!.Ccrn, 11:`1Qi=a G0i.7T, ? N! - '? Dear Ms. Robertson, Attached are the data sheets for the 11 samples that I identified and analyzed. Based on North Carolina Division of Water Quality bioassesment criteria, most sites were shown to have EPT taxa scores of 7-19 and this range was categorized as Poor (sites 2, 3, 7 and 11), Fair (sites 1, 5, 6, 9 and 10), and Good-Fair (sites 4 and 8). All sites were shown to have Biotic Index scores of 1.4-2.4 and this range was categorized as Excellent. Drunella conestee (Ephemeroptera), Parapsyche cardis, Psilotreta frontalis, and Rhyacophda nigrita (Trichoptera) are mayfly and caddisfly species for which the tolerance values indicate that these are extremely sensitive organisms; they were found at sites 4, 8 and 11. The % abundance of Chironomid larvae at most sites was 0%, which is Excellent; however, sites 1, 6, and 10 had more than 1.4% Chironomidae, suggesting little bit problems. As a result, most of your sites were shown to have NC Biocriteria Scores ranging from 3.0-3.5. Streams with Biocriteria Scores in this range are categorized as "Good-Fair." I hope this is the kind of information that you can use. If you need more details or other information, please ask! For purposes of compensation for my work, I spent 3 hours more for the data analysis. Sincerely, Junmi Hur Ph. D candidate Dept.of Entomology, Soils & Plant Sciences Clemson University 114 Long Hail, Box 340315 Clemson, SC 29634-0315 Tel. 864.656.5058 email: jhur@clemson.edu Friday, November 11, 2005 America Online: WNRINC JAN-31-2006 TUE 03:31 PM FLETCHER MANAGEMENT 00 FAX NO. 9042854157 WNI Gansu tents, at ral Resource DeparOcnent of ttie Army Wl{mingm Dis cl1 corps of Erb AM: Ken Jolley, Chief Regulatztry Division PO Eklx 1090 Wllminoon, North Carolina 2f3g42'St -and- NC DMdon of Walter QualltV Attn: Cyndl Km* 2321 CII&M Blvd- lsilleigh, Worth CaroArm 276W2260 P. 02 1, the current lar* mer of the MV M iderMed bow, hereby autftarW WWand and Natural to Rewffm COnsylt r Im to ad an my bmW the US ? Dreg my apt du" ft pvcmrJng Of P4mb ed by the Goan Wdff Act and ft Impact Impact wetlantr and Waters Rivers and HIVI O S Ate. Federal and S ago* are authorized to be on said property when oc companied by Wind and Natural Rwxmce Qxwjbrft? W. staff. Wet{altd and Nat>< W Regotm oxmAtm*j, kr. is and of the ONO or QpWoerf al mT?arrnaaon neaded for permit: ptoceon9 at the request property Owner of RWW' ' Address: -rho, l'` e ri 3 62s y Address: Addr a ks v' )) 2STa Phorm Number. o? 2.8 5 ~ (o Property L= don: owners Sgnature: V'1 asp Poevap, Bate: ~' . 4 Uxam Umn Pty Boot 224 PO Box am rmrmc=m Nermn Nc 28m cmmj, Nc 29716 8284"4M 020 448. OI 92t 4waoso ft 82&648 fax 1 APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT (33 CFR 325) OMB APPROVAL NO. 0710-003 Public reporting burden for this collection of information is estimated to average 5 hours per response, including the time for reviewing instructions, Searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service Directorate of Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington VA 22202-4302; and to the Office of Management and Budget, Paperwork Reduction Project (0710-003), Washington, DC 20503. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of the proposed activity. PRIVACY ACT STATEMENT Authority: 33 USC 401, Section 10; 1413, Section 404. Principal Purpose: These laws require permits authorizing activities in, or affecting, navigable waters of the United States; the discharge of dredged or fill material into waters of the United States, and the transportation of dredged material for the purpose of dumping it into ocean waters. Routine uses: Information provided on this form will be used in evaluating the application for a permit. Disclosure: Disclosure of requested information is voluntary. If information is not provided, however, the permit application cannot be processed nor can a permit be issued. One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the proposed activity. An application that is not completed in full will be returned. (ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS) 1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETED (ITEMS BELOW TO BE FILLED BY APPLICANT) 5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME & TITLE (an agent is not required) Fletcher Management Company, Robert Johnson Jennifer Robertson, President 6. APPLICANT'S ADDRESS 9. AGENT'S ADDRESS 1548 The Greens Way, Suite 4 P.O. Box 882 Jacksonville, Florida 32250 Canton, NC 28716 7. APPLICANT'S PHONE NUMBERS WITH AREA CODE 10. AGENT'S PHONE NUMBERS WITH AREA CODE a. Residence 904-704-3405 a. Residence 828-712-9205 b. Business 904-285-6921 b. Business 828-648-8801 11. STATEMENT OF AUTHORIZATION I hereby authorize Jennifer Robertson to act in my behalf as my agent in the processing of this application and to furnish, upon request, supplemental information in support of this permit application. See Agent Authorization Fore APPLICANT'S SIGNATURE DATE NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY 12. PROJECT NAME OR TITLE (see instructions) Forge Cave Lake 13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREET ADDRESS (if applicable) Osborne Branch Sutton Creek Road Brevard, NC 15. LOCATION OF PROJECT ? Vg D Transylvania NC r,-.3 @ % COUNTY STATE Z 16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) Tax Pins: 9509-33-7673-000, 9509-40-4384-000, and 9508-59-1007-000 5cibBRAti?CH VA" M 1 e 17. DIRECTIONS TO THE SITE From Asheville off 1-40 merge onto 1-26 E/US-74 E via Exit 46A toward Hendersonville/Spartanburg, Go 9.2 miles, Take the NC 280 exit #40 toward Asheville Regional Airport/Arden, At traffic light take right onto NC 280, Foilcw i\lC 280 VV for 12.5 miles, Turn right onto Sutton Creek Road, Go 0.3 miles and turn right into property at hairpin turn. ENG FORM 4345 - ONLINE CESPK-CO-R 18. NATURE OF ACTIVITY (Description of project, include all features) This site will be developed as a planned community with a 27 acre amenity lake that will support a reproducing population of brook trout. 19. PROJECT PURPOSE (Describe the reason or purpose of the project, see instructions) The project will provide housing opportunities to the surrounding area and will provide an increased tax base to the county. Impacts are necessary to construct the 27 acre lake. USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED 20. REASON(S) FOR DISCHARGE Construction of Dam. 21. TYPE(S) OF MATERIAL BEING DISCHARGED AND THE AMOUNT OF EACH TYPE IN CUBIC YARDS Pipe and Rip-Rap will be placed within stream. Earthen fill will be placed above pipe. 1271382 (riffle/pool) for pipe and 21/62 (riffle/pool) for rip-rap. 22. SURFACE AREA IN ACRES OF WETLANDS OR OTHER WATERS FILLED (see instructions) Estimated to be 0.65 acres of streams piped/rip-rapped for dam and flooded. 23. IS ANY PORTION OF THE WORK ALREADY COMPLETE? YES 0 NO IF YES, DESCRIBE THE WORK 24. ADDRESSES OF ADJOINING PROPERTY OWNERS, LESSEES, ETC. WHOSE PROPERTY ADJOINS THE WATERBODY (if more than can be entered here, please attach a supplemental list) See Attached List 25. LIST OF OTHER CERTIFICATIONS OR APPROVALS/DENIALS RECEIVED FROM OTHER FEDERAL, STATE, OR LOCAL AGENCIES FOR WORK DESCRIBED IN THIS APPLICATION AGENCY TYPE APPROVAL* IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED * Would include but is not restricted to zoning, building and flood lain permits. 26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this application is complete and accurate. I further certify that 1 possess the authority to undertake the work described herein or am acting as the duly authorized agent of the applicant. 3-(P-00 71-7 SI A RE OF AGENT DATE SIGNATURE OF APPLICANT RATE The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized agent if the statement in block 11 has been filled out and signed. 18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and will fully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, facticious, or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both. ENG FORM 4345 - ONLINE CESPK-CO-R 82.7000000° W 82.6666666° W 82.6333333° W - H;- Cove 4 oun m .- Sdwrrn m< /t\fJ\1 fork vineyard t,?P x 1 W GaP ' _ a'3 GaP OJ V ?'k _ ' (.?dau' Jim G,p, E \ l\ P TrNeyPan Ta h \\ GeP F Q R? Mountain S G* JA ?G 'A 'M F. I, A N w I) S / \ 1 •GaP fg?' _ Z M ?? o Cl) ltj ':.Mountain ,, _ Lr) Sandy GaP M ? 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"fr{ i - A yl;\11 Ito IWK, 6'W 'ate 82.7004000° W 82.6666666° W 82.6333333° W Name: PISGAH FOREST Location: 035.3011179° N 082.6752691° W Date: 12/15/2005 Caption: Forge Cove Scale: 1 inch equals 4000 feet Transylvania County, NC r z r z z 82.683333° W 82.6750000° IW 82.6666666° W I ?K-3?. -? IMountaar Sandy £ap .r? 1 i ?4 ??? \? ! ? f Ali I? `?_\ ?.. ,??• .J ' ? / ,?? 1 ?; r• Gap/ 17 04 N, J % :o ti % 0; to \ 1` ` r_ 1 \ \ ?\ \? \ \ ??ya • ` fl ol, 'Kno Cl) 1 r 1 1` l `D Lr) Name: PISGAH FOREST Date: 12/15/2005 Scale: 1 inch equals 1000 feet Location: 035.3199741' N 082.6765631' W Caption: Forge Cove Transylvania County, NC (, l? t?t.Y1S t?a? tom,'` ow ifnr. ? AhG LM,f 1 / F ?_JCrF A c!?4-mot _ I:,, -_' - •, . '-I/r!. ???^ 1-? _\ \ti. __ 1?• ?? [ N-F -jt `-. CeG X . ? S'J: ?. P \ ? J ':. i f 111 ?' ?' M/ >,•? ? ?. n:n \ /v, Tuh C?/ nn ' Al ' ? t:r i. .. _ v..,f _ . _ .__- l i ? ?. _ / 1'uf r '?? \ -?" '? Tn 1•?.f_ CH, CIf l r.lr. G1 E 4 1 J J \+ - r _ ... \. l? fSvL ? ;? \' /,? ? !tom ? •/ ApF Pvf ?1 _ ? \ \ A r - \ C- A,Wa AuA Alit: BvY _? E Ovr; AlA \ I i" lJ (` :- 1 •.f" tl \ //11 I /' Ta` \J / . {{II C f, de. Uv1i 'IF nht: C'hr I'f'_ - h J / 1E i N -n T 1 n N r: o f '•?' `l' \ `fit ??e?a?? is'j I ¢'- ` r ? /-_ 1 U,F •i --.-•- _F?l t'--1r r? i xy !/ir'r ?'` / I ( TcC / I .,'r< :.,w, // Transylvania County, N ?`° `°', Sul M A? r}t ?,a?,?,L'? Vjur,Crk± J y a w.. xr, f _Z s r., J T x _ 47 I w f r rytF 5: t s r• % -' t I• 40 4 , . ^?Y fff' l J ?I (t l r rF_ 2 DISCLAIMER: The information contained on this page is NOT to be construed or used as a "legal description". Map information is believed to be accurate but accuracy is not guaranteed. http://www.webgis.net Anderson & Associates, Inc. httpl/www.andassoc.com Transylvania County, NC T, cic MAR 8 2006 DENK - WNi tK UUr - I Y WETLANDS ANDS' O9MWATER BRANCH DISCLAIMER: The information contained on this page is NOT to be construed or used as a "legal description". Map information is believed to be accurate but accuracy is not guaranteed- http:/ANww.webgis.net Anderson & Associates, Inc. http://www.andassoc.com Forge Cove Transylvania County, NC PIN numbers: 1. 9509-33-7673-000 2. 9509-40-4384-000 3. 9508-59-1007-000 WebGIS.net quicksearch Transylvania County, North Carolina Parcels: Record Details Pin: 9509-33-7673-000 Owner Name: WINCHESTER ALAN W ET AL Address: 8520 VALLEY BROOK DR City: RALEIGH State: NC Zip: 27612-1127 County ID: T451 00001 01 Fire District: FR09 Use Code: 0120 Sale Date: 200305 Sale Price: 0 Num. Units: 353.36 Unit Type: AC Township: 01 Deed Book: 00162 Deed Page: 0272 Sale Inst: QC Sale Imp: V Zoning: Land Value: 1113080 Bldg Value: 0 Year Built: 0 XFOB Value: 0 Assessed Value: 87630 Legal Address: NW OF 1362 Disclaimer: The information contained on this site is furnished by government and private industry sources and is believed to be accurate but accuracy is not guaranteed. Mapping information is a representation of various data sources and is not a subsitute for information that would result from an accurate land survey. The information contained hereon does not replace information that may be obtained by consulting the information's official source. In no event shall Transylvania County, NC or the consultants of Transylvania County, NC be liable for any damages, direct or consequential, from the use of the information contained on this site. The WebGIS.net logo is a Registered Trademark of Anderson & Associates, Inc. This site is best viewed in a modern browser that supports web standards. Questions, comments or problems? Contact WebGIS Technical Support. MAR 9 200 L LR: Ii't - VVA{ ER QU,r, WE f LANDS AND STORUWATER' t ;; Nvvff WebGIS.net quicksearch Transylvania County, North Carolina Parcels: Record Details Pin: Owner Name: Address: City: State: Zip: County ID: Fire District: Use Code: Sale Date: Sale Price: Num. Units: Unit Type: Township: Deed Book: Deed Page: Sale Inst: Sale Imp: Zoning: Land Value: Bldg Value: Year Built: XFOB Value: Assessed Value: Legal Address: 9509-40-4384-000 JONES RICHARD E P O BOX 1153 BREVARD NC 28712 T452 00023 01 FR09 0120 200503 0 61.49 AC 01 00277 0144 CD I 510370 76490 1963 13100 123330 SR 1362 Disclaimer: The information contained on this site is furnished by government and private industry sources and is believed to be accurate but accuracy is not guaranteed. Mapping information is a representation of various data sources and is not a subsitute for information that would result from an accurate land survey. The information contained hereon does not replace information that may be obtained by consulting the information's official source. In no event shall Transylvania County, NC or the consultants of Transylvania County, NC be liable for any damages, direct or consequential, from the use of the information contained on this site. The WebGIS.net logo is a Registered Trademark of Anderson & Associates, Inc. This site is best viewed in a modern browser that supports web standards. Questions, comments or problems? Contact WebGIS Technical Support. WebGIS.net quicksearch Transylvania County, North Carolina Parcels: Record Details Pin: 9508-59-1007-000 Owner Name: CLARK JAMES WALTER Address: 17 DEERWOODE LN City: BREVARD State: NC Zip: 28712 County ID: T452 00022 01 Fire District: FR09 Use Code: 0120 Safe Date: Sale Price: 0 Num. Units: 2.80 Unit Type: AC Township: 01 Deed Book: Deed Page: Sale Inst: Sale Imp: Zoning: Land Value: 26600 Bldg Value: 0 Year Built: 0 XFOB Value: 0 Assessed Value: 26600 Legal Address: S R 1362 %ti INDEXED ON 2.8 Al 9508.02 1007 ss w a 4> INDEXED ON 9508.02 Disclaimer: The information contained on this site is furnished by government and private industry sources and is believed to be accurate but accuracy is not guaranteed. Mapping information is a representation of various data sources and is not a subsitute for information that would result from an accurate land survey. The information contained hereon does not replace information that may be obtained by consulting the information's official source. In no event shall Transylvania County, NC or the consultants of Transylvania County, NC be liable for any damages, direct or consequential, from the use of the information contained on this site. The WebGIS.net logo is a Registered Trademark of Anderson & Associates, Inc. This site is best viewed in a modern browser that supports web standards. Questions, comments or problems? Contact WebGIS Technical Support. irections to Fors Cove Pro eM From Asheville off of I-40, merge onto I-26 ENS -74 E via Exit 46A toward Hendersonville/Spartanburg. ® Go 9.2 miles. ® Take the NC-280 exit #40 toward Asheville Regional Tolerance Values Tolerance values were taken from NCDWQ Master fist of Bentbic Macroinvertebrates 'laxa without values were not used in calculation of the biotic index Funtional Feeding Designations PA Parasite CF Collectorifilter PR Predator SC Scraper OM Omnivore SH Shredder CG Collector/gatherer PI Piercer HabitiBehavior Designations cn clinger sw swimmer cb climber dv diver sp sprawier sk skater bu burrower semi agaubc, taxa not used in final evaluation results Tolerance Values Functional Feeding Designations Habitt Behavior Designations 9 2 3 4 5 6 7 8 9 10 11 Phylum Arthropoda Class Crustacea Order Decapoda s. 1 1 Cambaridas Cambarus . 7.6 CG 1 9 Class Ott ochasta sp. 1 Class Insecta Order Collembola Entomo idae s p. CG s 4 Order E hemerora Baetidae eaetis s p. CG sw 1 3 4 E hemerelfidae E io hells . CG cnisp 1 Drunelta conestee 0 SC cnt 2 2 9 H eniidae E rus dispar 1 CG cn 2 Epecrus sp. 1.3 CG cn 1 Stenonema carisoni 2.1 CG cn 1 Stenonsma terminatum 4.1 CG cn 9 1 6 3 2 9 5 3 11 12 10 Stenonema s. CG cn 4 6 7 2 4 3 Le to hlebiidae Para) to lebia sp. 0.9 CG sw 1 sp. CG sw 1 3 Ison iidas I is . 3.5 CF sw 1 1 13 5 10 8 Order Odonato Cordul tridae Cordul asters . 5.7 PR bu 1 2 1 3 1 12 1 8 Gom hidae Lanthus s. 1.8 PR bu 1 3 3 5 1 5 5 9 1 8 s p. PR bu 1 Order Pleco tera Pterona idae Pterona s p. 1.7 SH cn I 3 1 Peito idae Tall eria s p. 1.2 SH an 14 2 21 15 9 47 3 69 41 i 57 69 Pertodidae Madirekus hastatus 1.2 PR cn 3 1 1 Yu us s p. 0 PR cn 2 1 s. PR cn 9 6 1 19 7 16 11 t Leuctridae Leuctra sp. 2.5 SH s 6 4 G 3 96 15 3 4 4 10 Nemouridae Am hinemura s p. 3.3 SH 5 Perlidae Acroneuria abnormis 2.1 PR cn 3 Acroneuria arenose 2.3 PR cn 4 Acroneuria s p. PR cn 1 1 2 Ecao tuna xanthenes 3.7 PR cn 2 2 2 2 2 sp. PR cn 9 1 4 1 1 2 Order Megalopetra Corydalidae Ni nia fasciatus 5.6 PR an 2 1 1 2 1 1 Ni nia s p. PR cn 1 Order TrIchoptera Sericostomatidae Fatti is ele 0.9 SH (?) s ? 2 1 Philo otamidae Wonnaldia s p. 0.7 FC cn 1 2 Dolo hilodes s p. 0.8 FC on 1 4 1 Glossosomatidae Glossosoma s. 1.6 Sc I cn 2 2 9 Le idostomatidae Le idostoms s. SH cb 3 1 1 1 1 2 1 Limns hildae sp. SH cb 1 H romchidae Diplectrona modesta 2.2 FC cn 12 11 11 16 21 16 21 34 49 16 26 Paraps the cardis 0 FC en 11 9 1 Ps chom iidae Lype diverse 4.1 SC cn 1 Odontoceridae Psilotreta frontalis 0 SC sp 1 1 2 Rh acophilidae Rhyacophila fuscula 1.9 PR cn 4 1 Rh co hila ni rita 0 PR cn 1 9 Order L ido tera Crambidae Crambus s p. SH bu 1 Order Coleo tera Ps henidae Edo ria . Sc cn 2 Order Di tera Chironomidne Micro sedra s p. 1.5 GC cb 1 Parametriocnemus s p. GC sp 2 Pol dilum avice s 3.7 SH cb 9 PI ittia fimbriatta 1 s. 2 Dixidae Dixa s p. 2.6 GC sw 1 9 Ti ulidae Hexatoma s p. 4.3 PR bu 3 1 1 Limno hila s p. PR bu 1 Ti ula s. 7.3 SH bu 1 5 9 1 2 1 4 Pedicia s p. PR bu 1 Simuliidae Simulium s. 6 FC en 1 3 Total 70 , 38 , 63 106 70 139 148 g Site Number Biotic index - Mountain score 1.9 2.4 2.3 1.4 2. 1.9 8 2.2 1.8 >7.0 = Poor value E E E E E E E E E E E 5.75-7.00 = Fair 5 5 5 5 5 5 5 5 5 5 5 4.895.74 = Good-Fair 4.064.88 = Good <4.05 = Excellent EPT Taxa - Mountain score 12 8 7 19 12 13 8 19 12 14 9 0-10 = Poor value F P P G-F F F P G-F F F P -11-18=Fair 1.6 1 1 2 1.6 1.6 1 2 1.6 2 1 19-27 = Good-Fair Iaat = r-.,...r >35 = Excellet Final Bloclassification score 3.3 3 3 U 3.3 3.3 3 3.5 3.3 3.5 3 Bfocriteria -Mountain value G-F G-F G-F G-F G-F G4F G-F G-F G-F G-F G-F 1 = Poor 2 = Fair 3 = Good-Fair 4 - Good 5 = Excellent ategory etric efinition Predicted response to increasing erhwbadon 1 2 3 4 5 6 7 8 9 0 1 Richness measure Total No. taxa Measures the overall variety of the macroinvertebrete assemblage Decrease 18 18 12 22 16 18 12 26 16 19 12 No. EPT taxa Number of twm in the insect orders Ephemeroptera (mayflies), Plecoptera (stoneflies), Decrease 12 8 7 19 12 13 8 19 12 14 9 and Trich tera caddisfl'ies No. Ephemeroptera taxa Number of mayfly texe (usually genus or species level Decrease 4 1 2 6 4 4 2 6 2 3 2 No. Plecoptera taxa Number of stonefly taxa (usually genus or species level Decrease 4 3 4 7 6 6 4 7 7 4 5 No. Trichoptera taxa Number of caddisfly taxa (usually genus or species level Decrease 4 4 1 6 2 3 2 6 3 7 2 No. Diptera taxa Number of "true" taxa which includes midges Decrease 4 3 3 1 1 2 1 3 1 3 0 No. Chironomidae taxa Number of taxe of chironomid (midge) larva Decrease 2 1 2 -- No. Pteronarcys sp. The presence or absence of a Ion ived atonally Decrease 1 1 genus 23 year life cycle) Total No. Individuals Measures the overall abundance of o isms identifi Variable? 70 38 63 106 70 139 58 202 139 133 148 Composition measures % EPT Percent of the composition of mayfly, stonef y, and caddisfllarvae Decrease 91 61 81 91 81 82 84 Si 88 87 89 % E hemeroptera Percentage of mayfly nymphs Decrease 17 2.6 11 13 14 23 12 9.9 15 17 7.4 % P era % Tricho era Percentage of stoned nymphs Percentage of caddisfl larvae Decrease Decrease 49 26 18 39 52 17 47 31 33 36 55 13 34 38 50 24 42 38 59 17 63 18 % Di tern Percent of all "true" fl larvae increase 5.7 13 11 2.8 13 2.2 13.4 1 4 2.9 3 0 % Chironomidea Percent of mid a larva Increase 2.9 0 0 0 0 1.4 0 0 0 2.3 0 % Corbicula Percent of asistic clam in the benthic assemble Increase 0 0 0 0 0 0 0 0 0 0 0 % Oli ochaeta Percent of aquatic worms Variable 0 2.6 0 0 0 0 0 0 0 0 0 i Osborne Branch Brook -trout Survey Mike LaVoie and Charles Lawson Western Carolina University Department of Biology 132 (Natural Science Building Western Carolina University Cullowhee, North Carolina 28723 Methods and Site Descriptions: Brook trout were sampled from Osborne Branch and its tributaries (Pisgah Forest Quad) on 1011105 and 10/2/05 with a backpack electro-fishing unit in order to determine their distribution throughout the watershed. Relative abundance estimates were also obtained from a single electro-fishing pass of four 100 meter reaches in the main stem of Osborne Branch. Site 1 consisted of a 100 meter reach beginning 1.3 meters downstream of flag C7. Site 2 consisted of a 100 meter reach ending at flag C-32. Site 3 consisted of a 100 meter reach ending at the confluence of the mainstem (C) and tributary H. Site 4 consisted of a 100 meter reach ending at flag l Of3. The wetted stream area sampled was calculated at each site in order to estimate brook trout densities. Water temperature, conductivity, and dissolved oxygen were measured with a YSI meter at six main-stem sites and nine tributary sites within the Osborne Branch watershed. Results and Discussion: Brook trout were the only fish found throughout the main stem (C) of Osborne Branch. Their range ended 3.7 meters downstream of flag C-105. No brook trout were found in any of the tributaries throughout the Osborne Branch watershed. Their absence is attributed to low water conditions and the lack of suitable habitat. Brook trout may utilize these tributaries on a seasonal basis when conditions permit. A total of 42 brook trout were collected from the four 100 meter Osborne Branch sampling sites. These samples consisted of 29 (69%) adult and juvenile brook trout and 13 (31 %) age-0 brook trout (Table 2). The presence of multiple year classes suggests a robust self sustaining population. (Mean density of brook trout in Osborne Branch was estimated as .041 fish / e of wetted stream. It must be stated that these abundance estimates (Table 2), obtained from a single pass without barriers to immigration and emigration, are conservative and not an accurate estimate of population size. In order to obtain an accurate measure of population size a more intensive sampling procedure, such as a three-pass depletion estimate, would be required. The mean temperature of Osborne Branch and its tributaries on 10101105 and 10/02/05 was 14.3 °C (Table 1). Mean dissolved oxygen and conductivity was 7.56 mg/I, and 9.2 microSiemens respectively (Table 1). Table 1: Osborne Branch water quality data Site Date and Time Temperature Dissolved Conductivity Collected (°C) Oxygen (mg/L) (microSiemens) C-14 (Site 1) 10/1/2005 - 10:58 13.5 6.66 10.6 C-40 (Site 2) 10/1/2005 -14:34 14.4 7.65 10.8 C-65 (Site 3) 10/2/2005 -10:39 14.2 7.73 7.1 C-85 (Site 4) 10/2/2005 -13:45 14.3 8.01 11.3 C-104 (Last bt found) 10/2/2005 -15:20 14.4 7.89 10.1 C-142 10/2/2005 -15:05 14.5 7.54 11.4 S-7 10/1/2005 -12:55 15.8 7.47 10.1 F-14 10/1/2005 -14:50 14.5 7.68 10.1 G-40 10/1/2005 - 16:14 14.7 7.31 8.7 G-16 10/1/2005 - 18:02 13.6 7.74 8.2 3G-1 10/1/2005 -17:55. 14 6.68 9.7 H tributary 10/2/2005 -10:50 13.6 7.74 7.1 51 tributary 10/2/2005 -14:06 14.1 7.63 10.8 J tributary 10/2/2005 -15:48 15.1 7.77 2.2 K tributary 10/2/2005 -16:20 14 7.83 9.6 Mean: 14.3 7.56 9.2 Table 2: Osborne Branch Brook Trout population estimates for four 100 meter reaches site Wetted Area Adult and Juvenile Adult and Juvenile Young of the Year Young of the Year Area (ma) Total (# of fish) Density (# of fish/m2) Total (# of fish) Density (# of fish/ma) 1 376 14 0.037 4 0.011 2 231 4 0.017 2 0.009 3 214 6 0.028 3 0.014 4 202 5 0.024 4 0.02 Mean: 256 7 0.027 3 0.014 Osborne Branch Brook "rout Survey (addendum) Mike LaVoie and Wes Corneilson Department of Biology 932 Natural Science Building Western Carolina University Cullowhee, North Carolina 28723 Methods: Brook trout were sampled from the lower main stem (C) of Osborne Branch and two small tributaries (Pisgah Forest Quad.) on 11/2/05 with a backpack electro-fishing unit in order to determine their distribution. Results and Discussion: Brook trout were the only fish found throughout the remainder of the main stem (C) of Osborne Branch. 'heir range extended to the property boundary. No brook trout were found in the two tributaries sampled below the proposed dam site. Their absence is attributed to low water conditions and the lack of suitable habitat. Approximately 150 meters of stream was sampled downstream of the property line. Brook trout were the only fish present in this reach. Additionally, no significant barriers to upstream migration were found in this section of the stream. Brook. Trout Genetics Report for Osbourne Branch, Transylvania County, North Carolina Prepared by: Dike LaVoie and Wes Cornelison Blue Ridge Fisheries 1198 Walker Road Waynesville, NC 28786 828-400-4163 Introduction The brook trout Salvelinus fontinalis is the only salmonid species native to the southern Appalachian Mountains (Ding 1937; Lennon 1967). Its original range in streams and rivers extended from about 2,000 feet elevation, upstream to the headwaters (Lennon 1967). Following the turn of the 20th century, the brook trout's original range became significantly reduced resulting in wild populations now being restricted to headwater streams. The reduction in range can be attributed to a number of environmental disturbances associated with logging, road and railroad construction, frequent fires, and harmful fishing practices. In addition, state and federal agencies, as well as private companies, initiated stream stocking programs to supplement the sport fishery with two exotic salmonid species: rainbow trout ®nchorynchus mykiss and brown trout Salmo truua. These stream supplementation programs also included the stocking of hatchery- reared brook trout from the northeastern United States, specifically Bellefonte, Pennsylvania and Berlin, New Hampshire fish hatchery's (McCracken et al. 1993). Attempts to culture native southern brook trout in local hatcheries were unsuccessful (PF Galbreath, personal communication). To an undetermined extent, these hatchery-derived fish have established populations or interbred with wild brook trout in southern Appalachian streams (Lennon 1967; Kreigler et al. 1995). Decent research, however, indicates that brook trout native to the southern Appalachians represent a distinct meta-population or strain relative to populations from the northern portion of its range. Fishery managers and fisherman have long suspected phylogenetic differences to exist between northern hatchery-derived brook trout and brook trout native to the southern Appalachians (King 1937; Lenon 1967; Stoneking et al. 1981). Local lore suggests the term "speckled" trout originated from local anglers differentiating native from stocked brook trout. Lennon (1967) found that New England strain brook trout were less hardy than the native southern Appalachian strain in softer waters. He identified specific differences among the southern Appalachian and northern Appalachian brook trout including size, age, fecundity and morphology and concluded the two strains were different at either a specific or sub-specific level. The development of protein electrophoresis in the late 1960's and early 1970's gave scientists and researchers a diagnostic tool for strain differentiation within a species. Protein electrophoretic studies demonstrated that native southern Appalachian and northern hatchery-derived wild populations of brook trout are fixed for alternative alleles at the creatine kinase A2* (CK-A2*) locus and show significant allele frequency heterogeneity between strains at an additional 10 of 11 polymorphic loci (Stoneking et al 1981; McCracken et al 1993; Kreigler et al. 1995; Guffey 1998). The differences observed in these studies are indicative of a substantial divergence within the species and are of a magnitude consistent with sub-specific differentiation recognized among other salmonids (Stoneking et al. 1981; McCracken et al 1993; Kriegler et al. 1995; Guffey 1998). Results of this research have identified wild brook trout populations as being: 1) unaltered native southern Appalachian brook trout versus 2) purely northern-hatchery derived origin or 3) mixed genetic origin, the result of interbreeding between the two strains (McCraken et al. 1993; Guffey 1998). Methods On October 4th, 2005, 20 brook trout were collected from Osbourne Branch, Transylvania County, NO between flag C-7 and the confluence of C and tributary F using backpack electroshockers. Two samples of dorsal muscle tissue were collected non- lethally using a 18-gauge Monopty Biopsy Instrument (C.R. Bard, Inc., Covington, Georgia). For each site, therefore, two sample sets. , were obtained, one for initial laboratory analysis and a second for re-analysis if necessary. Tissues were placed in separate labeled microcentrifuge tubes, frozen over dry ice, transported to Western Carolina University (WCU), and stored at -70° C in an ultra-cold freezer.. Samples were later thawed and analyzed by cellulose acetate gel protein electrophoresis for the creatine kinase enzyme according to those procedures described by Hebert and Beaton (1993). Nomenclature was from that of Stoneking et al. (1981) and McCracken et al. (1993). All enzymes were electrophoresed in tris-glycine buffer adjusted to pH 8.0 - 8.2 and run times were 25-minutes per 10 fish. Optimal resolution was obtained after the boundary had migrated about 5 cm beyond on the origin. Specific staining procedures for CIS activity followed those described by Duffey (1998). The CIS allele was assigned numbers (100,78) reflecting its relative mobility (distance traveled on the gel) with the largest number indicating the furthest migration on the gel. Allele frequencies were calculated for the CIS-A2 locus based on the number of resolved samples within each sample set. Genetic origin determinations were based on allele frequencies for creatine kinase: 100% CIS-A2* 100 = native Southern Appalachian strain, 100% CK-A2*78 = northern hatchery-derived strain, and presence of both CK-A2*100 and CK-A2*78 = mixed genetic origin. Results Our results indicate the southern CK 100/100 allele is present in the population however, hybridization has occurred between northern and southern strain brook trout resulting in a population containing both homozygous (100/100) and heterozygous (78/100) individuals (Tables 1 and 2). Six individuals were of southern origin, and the retraining fourteen were of mixed genetic origin. No pure northern fish were present in the population. Table 1. Electrophoresis results for the CK-A2 locus for fish 1-10 and 1 known standard (4). CK 1 2 3 4* 5 6 7 8 9 10 11 100 1 2 2 2 2 1 1 1 1 1 78 1 2 1 1 1 1 1 Table 2. Electrophoresis results for the CK-A2 locus for fish 11-20 and 1 known standard (17). CK 11 12 13 14 15 16 17* 18 19 20 21 100 1 1 1 1 1 2 1 2 1 1 78 1 1 1 1 1 2 1 1 1 * Known northern brook trout standard. The allele frequencies of the prescribed allele among the 20 individuals collected were determined to be: CK100: 0.65 CK 78: 0.35 This is simply the proportion of all alleles at the CK-A2 locus that are of the prescribed type: 100, 78 (numbers reflect relative mobility). Discussion Given previous levels of stocking and transplantation and the relatively long history of human habitation in this region, there was concern that native southern Appalachian brook trout allele might not be present in Osbourn Branch. The frequency of the CK 1001100 allele in this population (65%) is consistent with similar studies performed here in southern Appalachia (Kreigler 1995;Guffey 1990. These population genetic studies have shown that the majority of wild brook trout populations in western North Carolina are descendents from mixed stocks and the genetic composition of many of these mixed populations is predominantly the CK-A2* 100 allele. This high degree of establishment of the native southern Appalachian CK-A2* 100 allele indicates a large portion of wild brook trout populations in North Carolina are entirely or predominantly descended from native stocks. In an effort to preserve rare alleles, the North Carolina Wildlife Resources Commission (NCWRC) is currently creating a trout species distribution database for western North Carolina to determine the genetic origin of all wild brook trout populations. The information from this study is valuable in the sense that large gaps still exists for trout species distribution on private lands in western North Carolina. Filling these gaps will give fishery managers the information they need to properly manage southern Appalachian brook trout. Literature Cited Bivens RD, Strange RJ, Peterson DC. 1985. Current distribution of the native brook trout in the Appalachian region. Tennessee. Journal of the Tennessee Academy of Science 60:101-105. Flebbe PA. 1994. A regional view of the margin: salmonid abundance and distribution in the southern Appalachian Mountains of North Carolina and Virginia. Transactions of the American Fisheries Society 123:657-667. Guffey SZ. 1998. A population genetics study of Southern Appalachian brook trout. Ph.D. dissertation, University of Tennessee, Knoxville, TN. Kelley GA, Griffith JS, Jones RD. 1980. Changes in the distribution of trout in the Great Smoky Mountains National Park. 1900-1977. U.S. Fish and Wildlife Service Technical Paper 102. U.S. Department of the Interior. Washington, D.C. King W. 1937. Notes on the distribution of native speckled and rainbow trout in the streams at Great Smoky Mountains National Park. Jowl of the Tennessee Academy of Science 12:351-361. Kreigler FJ, McCracken GF, Flabera JW, Strange RJ. 1995. Genetic characterization of Tennessee brook trout populations and associated management implications. North America Journal of Fisheries Management 15:804-813. Kmeger CC, May B. 1991. Ecological and genetic effects of salmonid introductions in North America. Canadian Journal of Fisheries and Aquatic Sciences 48: 66-77. Lennon RE. 1967. Brook Trout of the Great Smoky Mountains National Park. U.S. Bureau of Sport Fish Technical Paper 15. Department of the Interior, Washington, D.C. McCracken GF, Parker CR, Guffey SZ. 1993. Genetic differentiation and hybridization between stocked hatchery and native brook trout in Great. Smoky Mountains National Park. Transactions of the American Fisheries Society. 122:533-542. Stoneking MD, Wagner DJ, Hildebrand AC. 1981. Genetic evidence suggesting subspecific differences between northern and southern populations of brook trout. Copeia 1981: 810-819.