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HomeMy WebLinkAbout20081287 Ver 1_Individual_20080821Wetland and Natural Resource Consultants, Inc. To: NC Division of Water Quality 401 Water Quality Section Attn: Mrs. Cyndi Karoly 2321 Crabtree Blvd., Suite 250 Raleigh, North Carolina 27604 Re: Wilderness Creek Falls (+/- 481 acres) 20019 Highway 64 W Murphy, North Carolina 28906 p A I IM Mrs. Karoly: 0 August 20, 2008 08 1287 Aur., 2 1 2008 T� DENR - WA'i ER OUAUTY WETLANDS AND STORMWATER BRANCH Enclosed please find four copies of an Individual Permit application for Wilderness Creek Falls, Inc. that was submitted to the Army Corps in April 2008. Since this submittal to the Corps we have met with Ms. SueAnna Sumpter, of the NC Attorney General's office, and Mr. Kevin Barnett of DWQ in your Swannanoa Feld office on July 18, 2008 to discuss the restoration of the stream on the Hard Rock Mine parcel.. A copy of this Individual Permit application was submitted to Kevin Barnett during the meeting. During the meeting in Swannanoa all parties agreed upon an acceptable framework on how to move forward with resolving DWQ's concerns with the mine area stream. Since the Corps does not consider the mine area stream as an impact, Wilderness Creek Falls did not include measures to address the mine area stream in its April 2008 permit application to the Corps (as noted above, copy enclosed). At the July 18, 2008 meeting, however, DWQ and Wilderness Creek Falls agreed that the best approach to managing the mine area stream is to include restoration of the stream in the permit application to the Corps as a measure to resolve DWQ's notice of violation regarding the referenced property. Because the enclosed permit application predated our meeting with DWQ, it does not include any material discussion of the mine area stream. The mine area stream will, however, be discussed in a revised permit application to be submitted shortly to the Corps and DWQ, as discussed below. We believe that the Corps, DWQ, and Wilderness Creek Falls are now all in general agreement on how to move forward with permitting this project, including the Hard Rock Mine parcel, as well as ensuring that the project complies with all applicable water quality rules and regulations. The project is in compliance with the NC Division of Land Resources, Land Quality Section. Canton Office PO Box 882 Canton, NC 28716 Since our July 18 meeting with DWQ, the applicant has worked hard to determine if further impacts could be avoided. The applicant now believes that impacts can be avoided at several locations where impacts currently exist. We are currently working on revising the Individual Permit application to reflect those additional avoidance measures, to include a restoration plan for the removal of those existing impacts, and to address concerns voiced by the Corps in our conversations with it. The revised permit application will also include a proposed restoration strategy for the mine area stream. We anticipate submittal of this revised application to the Corps and NC DWQ no later than September 5, 2008. The DWQ project number for Wilderness Creek Falls is # 07-1647. Please call me at (828) 712- 9205 with any questions that you may have. Best regards: �"� d1&kms Jennifer Robertson Canton Office PO Box 882 Canton, NC 28716 Corps Submittal Cover Sheet Please provide the following info: 1. Project Name: Wilderness Creek Falls 2. Name of Property Owner/Applicant: Mr. Glen Frank 3. Name of Consultant/Agent: Jennifer Robertson, Wetland & Natural Resource Consultants *Agent authorization attached. 4. Related/Previous Action ID number(s): 5. Site Address: 20019 Highway 64 West. 6. Subdivision Name: Wilderness Creek Falls 7. City: Murphy 8. County: Cherokee County 9. Lat: 35.0184009 ° N Long:: 84.3136474 ° W 10. Quadrangle Name: Isabellla 11. Waterway: North Potato Creek and tributaries, and Wolf Creek and tributaries 12. Watershed: Hiwassse 13. Requested Action: ATF Individual Permit Application ❑ Nationwide Permit # ❑ General Permit # ❑ Jurisdictional Determination Request ❑ Pre -Application Request --------------------------------------------------------------------------- The following information will be completed by Corps office: Prepare File Folder AID: Authorization Assign number in ORM Project Description / Nature of Activity / Project Purpose: Site/Waters Name: Section 10 Section 404 kr�@ R_ ow[E P AUG, 2 1 2008 DENk • WATrk QUAUTY WETLANDS AND STORMWATER BRANCH Begin Date WN;t • ,w i..: sir r Wetland and Natural Resource Consultants, Inc. ;'-.=.:.; «;► To: US Army Corps of Engineers Asheville Regional Field Office Attn: Ms. Lori Beckwith 151 Patton Avenue, Rm. 208 Asheville, North Carolina 28801 Re: Wilderness Creek Falls (+/- 481 acres) 20019 Highway 64 W Murphy, North Carolina 28906 Ms. Beckwith & Ms. Karoly: April 14, 2008 Ms. Cyndi Karoly NC Division of Water Quality 2321 Crabtree Blvd., Suite 250 Raleigh, NC 27604 On behalf of Wilderness Creek Falls, Inc. we are enclosing an application for an after the fact Department of the Army Individual Permit for the site known as Wilderness Creek Falls. Stream impacts include 610 linear feet for culverts and 866 linear feet from flooding impacts. There will be 1,476 linear feet of impact requiring mitigation (See Impact Table with Mitigation Ratios). Based on the compensation ratios in Table 1 in the mitigation summary, Wilderness Creek Falls, Inc. will need to satisfy a requirement of 1,043 linear feet of stream mitigation. On site mitigation is proposed for 1,043 linear feet of stream. Wilderness Creek Falls, Inc. is proposing Enhancement Level II for 2,878 linear feet of stream on the north side of the property. Invasive species will be removed and a 30 foot riparian buffer will be planted to improve stream stability. Streams with only one side lacking a buffer will be given a 60' riparian buffer. As a second component of mitigation Wilderness Creek Falls, Inc. plans to preserve 4,361 linear feet of stream on an unknown tributary to North Potato Creek. The site is located off US 64/74 west of Murphy in Cherokee County, North Carolina. The site is primarily wooded. Maps from Cherokee County GIS, USGS topographical quadrangles, and Cherokee County Soil Survey maps are included for reference. Also included are copies of the Wilderness Creek Falls site plan including wetland delineation and impacts, as well as a mitigation plan map. The channels on this site are unnamed tributaries to Wolf Creek, and unnamed tributaries to North Potato Creek. All channels are in the Hiwassee River Basin. The quality of streams and resulting mitigation ratios were determined using the NC DWQ Stream Classification Form. Data forms for the streams and wetlands are included within this application. Canton Office PO Box 882 Canton, NC 28716 Impacts will be for road crossings to access high ground on the property and flooding impacts for two ponds. Existing roads have been used where possible to avoid and minimize new impacts. New stream impacts will total 1,476 linear feet. Mitigation in the form of stream enhancement and preservation will take place on site. This application package includes narratives that describe the proposed impacts to Waters of the US. Included in the narratives is a mitigation proposal for unavoidable impacts. Copies of this application have been forwarded to the North Carolina Division of Water Quality Raleigh office, the North Carolina Wildlife Resource Commission, the United States Fish and Wildlife Service, and the Environmental Protection Agency. To facilitate the permitting process, Wilderness Creek Falls, Inc. has retained David Franchina with Kennedy Covington in Charlotte as its environmental attorney. Mr. Franchina is corresponding with SueAnna Sumpter of the NC Attorney General's office concerning the Hard Rock Mine stream. This permit does not address the Hard Rock Mine Stream, as we do not believe it represents an impact of jurisdictional waters. Wilderness Creek Falls is, however, committed to working with the NC Division of Water Quality to resolve its concerns with the stream, and we are hopeful that Mr. Franchina's conversations with Ms. Sumpter will begin a dialogue that will resolve those concerns. Finally, please note that Wilderness Creek Falls is not proposing to monitor the ponds according to the DRAFT Predictability Study Protocol for Sampling Reference Impoundments since the two ponds were built prior to this document. We understand that Wilderness Creek Falls began purchasing this property back in 2001. The pond in the meadow (Impact Sites 1 and 2) was constructed in 2001 — 2002 and the pond above the mine (Impact Sites 23, 24, and 25) was built in 2002 — 2003. Included in the application are the following attachments: Corps Submittal Cover Sheet Cover Letter Agent Authorization Eng Form 4345 Mitigation Summary Mitigation Map Individual Permit Application Vicinity Map USGS Topo Maps (2) Soil Maps (2) Soil Legend (4) Tax Map Adjacent Property Owners Impact Table Stream Classification Impact Maps (7) Canton Office PO Box 882 Canton, NC 28716 Wetland Map Aquatic Life Passage Typical Fire Department Letters (2) Qualitative Analysis of Cumulative Impacts Stormwater Calculations JD Forms (22) (USACE only) Please call me at (828) 712-9205 should you find anything missing or with any questions that you may have. Best regards: ronrow'.1m f J Jennifer Robertson Canton Office PO Box 882 Canton, NC 28716 WN;t , .4~ Wetland and Natural Resource ,q`t ' ;`•� Consultants, Inc. Department of the Army Wilmington District, Corps of Engineers Attn: Ken Jolley, Chief Regulatory Division PO Box 1890 Wilmington, North Carolina 28402-1890 -and- NC Division of Water Quality Attn: Cyndi Karoly 2321 Crabtree Blvd. Raleigh, North Carolina 27604-2260 I, the current landowner of the property identified below, hereby authorize Wetland and Natural Resource Consultants, Inc. to act on my behalf as my agent during the processing of permits to impact Wetlands and Waters of the US that are regulated by the Clean Water Act and the Rivers and Harbors Act. Federal and State agents are authorized to be on said property when accompanied by Wetland and Natural Resource Consultants, Inc. staff. Wetland and Natural Resource Consultants, Inc. is authorized to provide supplemental information needed for permit processing at the request of the Corps or DWQ. Property Owner of Record: Address: Address: Address: We,5 r Phone Number: --a31-1'10 4I M Property Location: US Lit We,,,t (hvc k 0C R,910b Owners Signature: Date: y! t y i o8 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 05/21/2008 10:42 2395412565 FIRST CHOICE A 'PIm mR DSP 11tT (7F � )MY - PIlli 33 C" 328 dig APPROVAL NO. 0710:003 PWro raportAp berdoa nprtdb aikotlaa er W&AWO rrb aetlavrwe,tb a wipe f: ba aaa Rr „r+Pd+de:,anal,klag tlY►diaa fort rstlloMrbrt iraR uctiunec Swrci wrq eadoeV,rW anu:ea padarbr�ana nccpeeerYrg dr ea rargriE arq aenwrmiry.wr nirirwi q rMv aawytadprc at•bebmikk . Smd uarrarrm u!s ticwdad+MMrma rr ar�raUeraspaat aK tlNtrdagwWri � anrertrretton, baiegfq .�•�y�p b}k ararfa,. m t)ePercptnc cr uai M WOhir,gort Keadaattt- SWAM OlCaaleeate d'bilWfoMb, OpwWgra rrK rtvpotz 12161altwimn ryas tigtaury, Sued . 12D4,.Ar*gM VA r4MZ:4801: WN to aM.O hn otaigenogerm*'wW budget. PaoerW t padiwtbo Prom 1D7toows , OC 2MM, Ptuw do NOT RETURM yrw agar to rMiler ottl,jlee•addr. Cap,pbtW Mipiycatlons aast:oe waalamad w ifis Oisaex £rapY+w tenegXrra9cGon dw dw ar Iti .. PRfVACY; T SiATEWNT Aataaxatys si tx ant, Sy+cden jA y+1 s •satxc at 404; Pmtapn vu vara TtNaa awe eap4ra pot a, wrhlpg arxMtlta.M, ar Nreccbrp nwolpw we- 11 er MrM.t%*W SO" ft Wp,00 di VW or N MAGrW btlarwtani of die tied 5taac%�.nd+M twompatoWn f d clod rimifti nor the p,apoae aoAt" 9Ino Deni wriors, Raaow, ,ww bd lemwo 0-40 oh thio favid nig be uead.in enantlf dw @00ap w ttr a panic. pbdo w bf dmm or raise o %**mom M N i+fom»daI b vac pro MaL, hoar vK. tl,e'pxMt oppMeattan oa>•rgt tN proccawe! w a em a p,anat be eraued Orr aet of 0`10W dndiMge or gcwd'npnWdbk odpw wmm ! 4owft Immu rr and dufama or ore propdeed h0vily neat to acceahra tbtM tsw drelactlgcko%W4d&M n4ft alesatrad to the M*ft tS"*W W4kQJWft*e1orr orw dr prcppdad e."y. An nr ,re i T7 tpl1. a TCW A1; pt/ i cn tav twr e-nooc. 1. AayW,. CATION PAT. PACE 01/02 08 1287 A LEANT A 'PIm mR DSP 11tT (7F � )MY - PIlli 33 C" 328 dig APPROVAL NO. 0710:003 PWro raportAp berdoa nprtdb aikotlaa er W&AWO rrb aetlavrwe,tb a wipe f: ba aaa Rr „r+Pd+de:,anal,klag tlY►diaa fort rstlloMrbrt iraR uctiunec Swrci wrq eadoeV,rW anu:ea padarbr�ana nccpeeerYrg dr ea rargriE arq aenwrmiry.wr nirirwi q rMv aawytadprc at•bebmikk . Smd uarrarrm u!s ticwdad+MMrma rr ar�raUeraspaat aK tlNtrdagwWri � anrertrretton, baiegfq .�•�y�p b}k ararfa,. m t)ePercptnc cr uai M WOhir,gort Keadaattt- SWAM OlCaaleeate d'bilWfoMb, OpwWgra rrK rtvpotz 12161altwimn ryas tigtaury, Sued . 12D4,.Ar*gM VA r4MZ:4801: WN to aM.O hn otaigenogerm*'wW budget. PaoerW t padiwtbo Prom 1D7toows , OC 2MM, Ptuw do NOT RETURM yrw agar to rMiler ottl,jlee•addr. Cap,pbtW Mipiycatlons aast:oe waalamad w ifis Oisaex £rapY+w tenegXrra9cGon dw dw ar Iti .. PRfVACY; T SiATEWNT Aataaxatys si tx ant, Sy+cden jA y+1 s •satxc at 404; Pmtapn vu vara TtNaa awe eap4ra pot a, wrhlpg arxMtlta.M, ar Nreccbrp nwolpw we- 11 er MrM.t%*W SO" ft Wp,00 di VW or N MAGrW btlarwtani of die tied 5taac%�.nd+M twompatoWn f d clod rimifti nor the p,apoae aoAt" 9Ino Deni wriors, Raaow, ,ww bd lemwo 0-40 oh thio favid nig be uead.in enantlf dw @00ap w ttr a panic. pbdo w bf dmm or raise o %**mom M N i+fom»daI b vac pro MaL, hoar vK. tl,e'pxMt oppMeattan oa>•rgt tN proccawe! w a em a p,anat be eraued Orr aet of 0`10W dndiMge or gcwd'npnWdbk odpw wmm ! 4owft Immu rr and dufama or ore propdeed h0vily neat to acceahra tbtM tsw drelactlgcko%W4d&M n4ft alesatrad to the M*ft tS"*W W4kQJWft*e1orr orw dr prcppdad e."y. An nr ,re i T7 tpl1. a TCW A1; pt/ i cn tav twr e-nooc. 1. AayW,. CATION PAT. 2: FIELD OFF GORE 3. DATERaiVED 4. OATS atrPLICATiON LMO TEMS M W TO BE Fii:l-f~DBYAPFUCANn A LEANT It. T AtiW NAME'A TITLE fan agent Is ra nWwo Mr, Glen Pri t Weiland amid Natural Resource Cohsultants b. APPUCANrS 9S S. AGWS ADDRESS 20014 ldigfivrby 841Nbt PC 80x 882 Mu"y; NC 2=6 Csrtton. NC 28716 :. APritJCANT SPNON dNIdA9ER8MY14 AREA.FO—M' 16. AGENT'S PHONE NUMBERSS M AREA C-0% e. Itegltlenae 238-li41-2686 a, . 41, b. 8imbot s 234.770-0828' b. Beak. WS -8411-8801 171, S 1 m f t rmN I ur mu I t1UK14N"UPf I rxteby41j1i0r0 Sea' A9�8 At ftAniiFIOR. ' to act in my bdW as my.09MA In the procoa" or this 401cmdon aM to itrn*h. ,mon request suopWaantara MA"wtbn In wpport of this.pwnA apwC** n. See Agent Autw whim APPUCANT1 SIGNATURE DATE i NAME'_ 1-Mr-A-rinN. AND erTTtnTv 12. PR"CT NAME OR TITLE (aaar ka t+dbast Wllde mess Creek Palls 13. NAME OF WAYM60DY, IF KNOWN M appanuaD 14: Pmo ECT STM. T At mss pr imm b* t 111Nsi1s<as 20010 tdighttfey 04 Wast Maphy, NC 2B8Q8 15. LOCATION r3FPwiEcT Cherokee NC. COUNIV. STATE . IS. OTHER LOaM—M DESCRIPTION$, It K (aw NtrbuotbMi &r&m no* dada ofMomoy 64 and Vw NCITN state IWoL 17. ORECTIONS-TO.THE SITE To mcas the site horn AshaVoe, bate "O,Wev1 to Ext 27. Merge ordo US H IgFia" 74 W bwarck Mwphy. Con*w on US Highamy 74/9+120 w"s paM MuMhy, d*n Wo a rIgM onto GWhCowserRd. Take the next dW tx4o ABan Rd and k4ow. It onto Me side. ENG FORM 434b,-- ONLINE CESPK-CO-R P A I u 05/21/2008 10:42 2395412565 PIiST CHOICE PAGE 02/82 it NAn MF OF ACTIMY 6imtw tlan of as u faKussN - Uoseft ak*so&hckm nada t�a�aYW WW ponds Ism Man Z.S acres seah (w bm am) W OM 2001 and 20M t9. P1K7JECT' PURPOSE ilneaen tIw aasm a pasPnha d sun Rgsa, to tusaaaplplef . . Prnvlde upeWs nsiderNM I c mea•Aor gtmv y eeOMM papugRora and GIBMW fWrAvwrm& ..rr eu nave en'nn ac nocay�SCr1 AatM/ft0 CII I IutA.'MMAI IC.TY'f, C1R'.NCA41AOCi[l" 20. REASOMWWWWAN- -- Lartgdwft c "ft aoneb'w" dean, and neaaAterlt 600*p wonft) 21. TftoOFtu itVAL MMIC AND THE AIINXW OF EACH TYPE MICUIRC YARDS QAY* t and necalmled ft. 1233 ansa WtC Pmft 0006M): 18.9 cubic Ymd.. Owns (MY 7.7 ahlc ymda 1 22, ACE AREA IN ACRES OF OR OTWK WATEM MLEO lana Y s;Z7kny 0.077 oath 21. IS ANY PORTM OF THE WORK AUtEAdY YES 9 wo. 0 IF YFA OESCRME WN WORK Tues of Amt panda wew oa "Vcted betwmt 2D01 and 2008. The fourth pond aodu M onNho prop" balm W. Fnank ptudahed ft lead. 22 m "ft ars In plea►. 24. AODASMS OF ADJ011 MIG:PM0MTY. , l TC , E. WHOSE PROPERTY AOtJO WATERBOOY 4i'vos thm 00 b&. andMh. ~ aatah 1,&4WW"W" JW Sea A4lettM&A*M tp PMWV gaglsls' LNt 2S. UST OF OTHER CEMIPK:A OR VALSlDkTIWL4 RECf�Vty FROIs C+I?IER FEDERAL STATE OR LOCAL AGfAICiE FOR WORtt DESCRIBED IN THIS APPUCATION AGOICY TV" APOR¢VAI.• fDOW nCATM NUMBER DATE APPL*O DATE APPROVED DATE DOWD Mtelulta but n rat r *jMd to and toad 2e, mafor ■ pwf* arparala to &Ahafm & Wak doWtfmd w Lift l p—d - i rdry tm vwWd9nnwdw in a" J. w.r• Go" that i possessthe sudww" m Ow *wk dnadbW to or am the SKWATUREOFAPPLICANT DATE' (w DATE L' The appratbn anus[ be Agmd by Ba Person .w who dhksa W dq •pfq—w Rcdwutr wpkwo. a R m" ba naw" Dy s tkny mum anaad aMwaaf vl. ehahrlhstt b bM)cR 11 Nan basn fkad oat aatal'Mpnad, to uac:.:9acwn 1001 p vkaw J t WAorW, In'wty manlW wld*%n tftpxW.:dM of " dopIMM*M a army d tha IJhl W States kf o+w"* mil viral my ta1MAIIf, coneosia or wvaa ap"6", achorm or dMpWsan a matsdss tan or madlns &V Iris. /aotwo^ or frasidt*m fts"Am na a � or IRslas a awn M y tyles Wd*q or *UW*ue•krMW" aasha to ca odn any lFaladlrrut'ar . ba ash rrtara then S10.000a not mos than nvt ar boM. E'N(3 FOM 43.15 - ONUNE Mitigation Mitigation for Wilderness Creek Falls is proposed to be completed on site. Wilderness Creek Falls, Inc. is proposing to mitigate for the 1,476 linear feet of stream impact through Enhancement Level II and Preservation on the North side of the property (See Mitigation Map). Invasive species will be removed and a 30 foot riparian buffer will be planted to improve stream stability. Streams with only one side lacking a buffer will be given a 60' riparian buffer. As a second component of mitigation Wilderness Creek Falls, Inc. plans to preserve 4,361 linear feet of stream unknown tributaries to North Potato Creek. Please see the table below for further details of the mitigation proposal. Table 1. Wilderness Creek Falls Mitigation Overview Mitigation Needed for Stream Im acts Amount Type of Impact (I.f.)Quality) Mitigation Ratio (Based on Stream Multiplier (Based on Impact) Final Ratio Mitigation Requirement (SMU) Culverts Streams 610 1:1 GoodQuality) 1 For Fill 1:1 610 Pond Stream Floodin 866 .5:1(Flooding) 1 For Fill .5:1 433 Total 1043 Mitigation Needed for Wetland Impacts Type of Impact Mitigation Ratio Amount (Based on Stream (ac.)Quality) Multiplier (Based on Impact) Final Ratio Mitigation Requirement (SMU) Culverts Wetlands .077 Under 0.1 acres impact Total 0 Mitigation Proposal for Stream Impacts Type of Mitigation Method Amount Proposed I.f. Multiplier (Based on Activity) SMU Enhancement Level II on-site 2,878 2.5 1,151 Preservation 50' buffer on-site 4,361 5 872 Total 2,023 Total linear feet 2,023 Surplus Mitigation linear feet 980 2,878'OF BUFFER ENHANCEMENT' LEVEL 11. 30'BUFFERS WILL BE PLANTED ON BOTH SIDES OF THE BANK. AREAS WHERE THE BUFFER IS LACKIN ONLY ONE SIDE WILL BE GIVEN BUFFER. INVASIVE SPECIES W VED / � Z"y9""p".'` 4,361 ft. Preservation. Preservationof 50' on both sides of the stream.Areas where there is only one sideproposed will, recieve a 100' bufferon that side.10Lines �ur�m�uonu ��rpun�s� ' Jurisdictional, � ' Ju~ismic*mnu wettunm(s) ' Jur/smict|onut Linear wettuncwsw Cutvert / nuum Crossing Unimproved Roads \ |--- ' Pond Property Line Wilderness Creek Falls Overview Scale- 1 600' Mitigation Map W�JN\]U - I "(DF;Z-TH Wilderness Creek Falls — Individual Permit Application Applicant: Mr. Glen Frank Wilderness Creek Falls, Inc. P.O. Box 128 Epworth, GA 30541 Agent: Wetland and Natural Resource Consultants P.O. Box 882 Canton, NC 28716 Introduction Location: Wilderness Creek Falls, consisting of approximately 481 acres, is located off Highway 64 west of Murphy in Cherokee County, North Carolina. To access the site from Asheville, take I-40 West to Exit 27. Merge onto US Highway 74 W towards Murphy. Continue on US Highway 74/64 20 miles past Murphy, then take a right onto Golf Course Rd. Take the next right onto Allen Rd and follow it onto the site. Existing Site Conditions: Wilderness Creek Falls is mostly forested, except on the northwest corner of the property, which contains mowed fields and an existing pond. There are existing roads throughout much of the site. The Mixed Mesic Forest type dominates the landscape. This forest type occupies rich, acidic, moist, well -drained soils and contains the most diverse plant communities in the Southeast. The dominant tree species are American beech (Fagus grandifolia) and oaks, specifically northern red oak (Quercus rubra) and white oak (Quercus alba). Other tree species that are abundantly common in these forests include: ash, hickory, fraser magnolia, red maple, tulip poplar, hemlock, and buckeye. All are present within Wilderness Creek Falls. This forest type also has a very diverse shrub and herbaceous layer. Species at this site include heart's-a- bustin', mountain laurel, pepperbush, ironwood, rhododendron, spice bush, wild hydrangea, black cohosh, bloodroot, doll's eye, false soloman's seal, galax, jewelweed, mayapple, Christmas fern, liverleaf, and alumroot. Tributaries on site include unnamed tributaries to North Potato Creek and unnamed tributaries to Wolf Creek. The unnamed tributaries to both North Potato Creek and Wolf Creek are classified as "C" streams. North Potato and Wolf Creek both flow into the Toccoa /Ocoee River, a navigable water. The Toccoa River turns into the Ocoee across the GA/TN state line, and then flows into the Hiwassee River. There are several wetlands located on the site. The majority of these wetlands have been identified as wetland seeps and are contiguous with their associated channel. These seeps are on moderate to steep slopes. Their substrate is rocky and they may or may not contain wetland vegetation. Towards the southern tip of the property, there is a granite mine that has been operated for close to fifty years. Project Description: Wilderness Creek Falls, Inc. is requesting an ATF permit to lengthen 18 of 22 culverts at pre-existing infrastructure road crossings, and keep four existing on- line ponds, one of which was already established before the property was purchased. These proposals are for a residential subdivision on the 481 -acre tract known as Wilderness Creek Falls. The site plan consists of a residential development with 119 single-family lots ranging in size from 0.73 to 6.37 acres. There are approximately 180 acres of common open space, most of which is forested. The lengthening of culverts is necessary to upgrade old logging roads to roads that are safe, stable, and suitable for everyday traffic. The purpose of the ponds is for fire protection and to increase the value of pond -front and pond -view lots. The ponds will be equipped with "dry hydrant" outlets that can be used to fill fire vehicles in the event of a fire in the surrounding area. Included are letters from the Polk Co. TN and Cherokee Co. NC Fire Departments that show a great interest in accessible and reliable water supplies in the area. Project Purpose and Need Purpose for Proposed Project: The basic project purpose of the proposed development at Wilderness Creek Falls is to provide residential housing. More specifically, the overall project purpose of this proposed development is to create a viable, upscale, residential community in Cherokee County. There are currently four existing ponds on site, one of which was on site before the property was purchased by Mr. Frank. Pond impact #2 and #23 cover 2.2 and 1.6 acres of surface area respectively. Both ponds were built between 2001 and 2003. The third pond is much smaller than the others and resulted in 0.0082 acre of wetland impact (impact #18 &#19). The two larger ponds were built as amenity ponds for residential development and as irrigation ponds for fire suppression. Due to the remoteness of the property and addition of homes to the community, Polk and Cherokee County Fire Departments have acknowledged the need for fire protection (see attached letters). Need for Proposed Project: The proposed project is needed to provide residential housing for the growing population of Cherokee County. The project will also benefit the general public by providing additional state and local tax base and will also provide additional jobs through construction and long-term maintenance of the development. Permanence of Effect: The project benefits to the applicant and public are expected to last throughout the life of the facility. Project impacts will be permanent, with the exception of temporary impacts associated with construction. Alternatives The existing property was acquired in individual tracts and the three new pond impacts were created between 2001 and 2003. At the time of creation, alternative sites did not exist within the property purchased at the time. The ponds are now currently in place and established. The client believes removing the ponds at this time would be a financial burden as well as an environmental disturbance to aquatic life downstream. Avoidance: Because it directly borders a major corridor (US 64/74) and it has an existing road system in place, the proposed site is the best alternative to minimize immediate impacts to the property itself, and secondary or cumulative impacts to the surrounding area. The property's direct adjacency to US 64/74 and its proximity to 3 self-sustaining municipalities also make it unlikely that Wilderness Creek Falls will stimulate any additional new commercial or residential development. Minimization: Approximately 180 acres of the 481 -acre site will be kept as common open space, the majority of which will be forested. A pre-existing road system is being used, and impacts associated with road crossings have been minimized to the maximum extent practicable. Evaluation of 404(b)(1) Guidelines Physical Substrate: Fill material will be placed in jurisdictional streams and wetlands. Any discharge will consist of suitable fill material and will not include any trash, debris, car bodies, asphalt, etc. The fill material will also be free of toxic pollutants in toxic amounts. Proper sediment and erosion control devices will be installed prior to and during construction to ensure that the bottom elevation of remaining streams and wetlands on the property will not change. Water Circulation, Fluctuation, and Salinity: The discharge of fill material associated with this project is not anticipated to have any significant effect on the downstream hydrologic regimes. 610 linear feet of stream channel will be impacted due to culverts at road crossings. All culverts will be buried to a depth that is equal to 20% of their diameter or 12" for pipes that are larger than 48". Impacts associated with road crossings will not inhibit channel flow (see aquatic life passage typical). Suspended Particulates/Turbidity During construction activities on the site, there may be a minimal increase in suspended particulates that may lead to increased turbidity downstream. However, the increase is anticipated to be minimal and temporary due to the installation and maintenance of proper sediment and erosion control measures during construction and shortly thereafter. Newly constructed channels on site will be constructed in the dry and water will be released once the channels have been stabilized in place. Contaminant Availability: Any discharge will consist of suitable fill material and will not include any trash, debris, car bodies, asphalt, etc. The fill material will also be free of toxic pollutants in toxic amounts. Discharge associated with this site is not expected to introduce or increase contaminants. It is expected that the majority of fill material will be generated from cut and fill activities on the site. Aquatic Ecosystems Effects: Effects to the aquatic ecosystem are expected to be minimal. Ecosystem functions of stream segments proposed for impacts will be maintained wherever possible. Proposed Disposal Site: The proposed disposal site is the same location as the proposed impact sites. There is no additional disposal site where fill material will be placed. Cumulative and Secondary Effects: Wilderness Creek Falls is located within the Hiwassee River Basin. Much of the Hiwassee basin is Nantahala National Forest and Game Land. Approximately 80% of the basin is forested, and approximately 2% is open water. Due to the presence of such a large area of National Forest Land, and because there are no services, utilities, or roads being constructed that will be available to adjacent landowners or the general public, the project is not likely to induce adjacent development. The property is directly adjacent to US 64/74 and in close proximity to 3 self-sustaining municipalities that will accommodate any increase in commercial demand. The old logging roads and road crossings will be improved with a proper storm water management plan. No activity at Wilderness Creek Falls will result in a major impairment of the water resources on site or interfere with the productivity and water quality of the existing aquatic ecosystem. Mitigation Wilderness Creek Falls, Inc. proposes to mitigate for 1,476 linear feet of hard stream impacts caused by infrastructure road crossings and two ponds with 2,878 feet of Enhancement Level II and 4,361 feet of Preservation on the north end of the property (See the attached mitigation table and map). Public Interest Review Public Interest Factors: - Conservation: Approximately 180 acres of the 481 -acre site are being left as predominately forested open space. The pre-existing logging roads were used where possible instead of cutting new roads. - Economics: The project will provide an overall benefit to the local economy of Cherokee County. The site will provide job opportunities associated with the construction and maintenance of the development. The project will also benefit the local economy by providing additional tax revenues. This development will increase the property values in the local community. The appropriate economic evaluations have been completed and the project as proposed is economically viable. - Aesthetics: The road system is pre-existing, the average lot size is close to 3 acres for single-family homes, and over 37% of the Wilderness Creek Falls project site will remain mostly forested common open space, so the aesthetic impact will be minimal and non- invasive. -Fire Suppression: Two local fire departments will have access to dry hydrants with water used from the existing in place ponds. This will benefit local communities in North Carolina and Tennessee by providing a water source for Polk and Cherokee Counties for fire suppression (see attached fire letters). - Wetlands: 0.077 acres of wetland will be impacted by this project. - Historic and Cultural Resources: A desktop survey was conducted to determine the presence or absence of archeological sites or sites with culturally significant resources within the project boundary. WNR consulted the NC State Historic Preservation Office website and the study revealed no resources that will be endangered by the proposed development. - Fish and Wildlife Values: Riparian areas provide habitat for many types of wildlife because of their diverse and productive plant communities, complex structure, and close proximity to water. Wildlife may be permanent residents of the riparian area or occasional visitors that use the area for food, water, or temporary shelter. Food availability varies with the type of vegetation in the riparian area, but includes fruit, seed, foliage, twigs, buds, insects, and other invertebrates. Trees and shrub produce a variety of foods that are eaten by many animals and may be especially important sources of nutrition during the winter months. Grasses and herbaceous vegetation provide seeds and forage both within the riparian area and along the forest border. The stream environment provides moving waters for many animals to drink, feed, swim, and reproduce. Water is also available on the moist vegetation and in wetlands that are often associated with riparian areas. These areas, both permanent and temporary, are especially important for amphibians and macro -invertebrates. Riparian areas provide a sheltered environment for many species of animals to feed, rest, and reproduce. Animals use these areas to seek shelter from extreme weather and to escape predators and human activity. Riparian areas may also provide important travel corridors for some species, and are frequently used as stop -over points for migratory birds. The variety of wildlife and wildlife habitats will not be endangered by the proposed development. - Flood Hazards: A small portion of the northwest corner of the property is located within the floodplain of the unnamed tributary to North Potato Creek. This area has a much flatter topography than the rest of the site. This area, however, is open common space and won't contain any residences. Overall, the proposed location of the residential community has a minimal risk of flooding. It is expected that all tributaries on the property will flood occasionally due to natural fluctuations in weather patterns and increased precipitation. The activities taking place within the Wilderness Creek Falls project boundary are not expected to increase or decrease the natural rate of flooding onsite or downstream. - Floodplain Values: Minimal development will occur within a 100 -year floodplain. Flood stages and frequencies should not increase or decrease as a result of the activities taking place within the Wilderness Creek Falls project boundary. - Land Use: The proposed project will be in compliance with local zoning regulations and ordinances. The project is consistent with surrounding land use and development. - Navigation: No activities proposed at Wilderness Creek Falls are anticipated to affect navigation. There are no navigable waters on site. Tributaries on site include unnamed tributaries to North Potato Creek, and unnamed tributaries to Wolf Creek. North Potato and Wolf Creek both flow into Tennessee and Georgia, where they eventually join the Toccoa/Ocoee River, a navigable water. The Toccoa River turns into the Ocoee, and then empties into the Hiwassee River. - Shore Erosion and Accretion: Not applicable. - Recreation: Because of the size, location, and nature of the proposed project, it will have no effect on public recreation in the area. - Water Supply: The public water supply will not increase or decrease due to proposed activities within the Wilderness Creek Falls project boundary. Potable water will be supplied by single-family wells at each building site. - Water Quality: Wilderness Creek Falls will be concurrently applying for a NC Division of Water Quality Water Quality Certification. - Energy Needs: Activities taking place within the Wilderness Creek Falls project boundary, during construction and at full operation, are not expected to significantly increase energy demands beyond the capacity of the local facility. Energy needs will not be affected as a result of the proposed activities within Wilderness Creek Falls. - Safety: The project proposed at Wilderness Creek Falls will have no effect on public safety. - Food and Fiber Production: The proposed activities within the Wilderness Creek Falls project boundary will not increase or decrease food and fiber production. - Consideration of Property Ownership: Wilderness Creek Falls, Inc. owns the property proposed for development and has the inherent right to develop the land in a reasonable and responsible manner, which includes adhering to all Federal, State, and local regulations. Threatened or Endangeredpecies: An endangered and threatened species inventory of the tract known as Wilderness Creek Falls was conducted pursuant to Nationwide Permit General Condition 11 which states, "No activity is authorized under any NWP which is likely to jeopardize the continued existence of a threatened or endangered species or a species proposed for such designation, as identified under the Federal Endangered Species Act (ESA), or which will destroy or adversely modify the critical habitat of such species. " Prior to the endangered and threatened species evaluation of Wilderness Creek Falls, WNR consulted the US Fish and Wildlife Department website and conducted a file review of records maintained by the North Carolina Natural Heritage Program (NHP). The research involved a review of the Isabella USGS Topo Quad on which NHP identifies current and historic occurrences of listed species for that locale. There are no current or historic records of any occurrence of federally endangered or threatened species within the parcel of land being considered for development. There are federally endangered and threatened species found elsewhere within Cherokee County. Cultural Resources and Sites with Historic Significance: A desktop survey was conducted to determine the presence or absence of archeological sites or sites with culturally significant resources within the project boundary. WNR consulted the NC State Historic Preservation Office website. The survey revealed no archeological or historically significant resources that will be endangered by the proposed development. Google Maps Gou Ic Maps 8 Page 1 of 1 Save trees. Go green! 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I 39Z f 1f0� yr B 6=a1� 3+ � -���� .yCi .�,rQ 4zn � rdlc r, u?tiQ.�y�nD �• � .;.�.` w �s 6A. �� •••, °� tip ,•� ,F+�V �' IXOA �ldE .120+? hjSP- •„�`. - � u" US ysA uoDz E ' ii1� Al y \ytop 10 .,E o i 42of ar ptdD ` 6 tzc 8 31 a 1990 Photo. 1" = 1000' Advance Copy - Subject to Changeq � � � 1toF• � � ,` �a � ,r � a t 5s'of 21 .> ._ . .. ....Joe ' M3t0 31 r pof C o. i jr� k� e 310 E .; 1 Star t tl ra Pei b ; £ � Y U.S. DEPARTMENT OF AGRICULTURE Page 1 Of 4 NATURAL RESOURCES CONSERVATION SERVICE 9/8/2006 BAW SOIL MAP LEGEND Cherokee County, North Carolina: Detailed Soil Map Legend I I Map Soil name symbol 41A (Ela .loam, 0 to 2 percent slopes, occasionally flooded 43A IReddies- Dellwood complex, 0 to 3 percent slopes, occasionally flooded 44A (French fine sandy loam, 0 to 3 percent slopes, occasionally flooded 45A ICullowhee fine sandy loam, 0 to 3 percent slopes, occasionally flooded 63B IDellwood fine sandy loam ,0 to 5 percent slopes, occasionally flooded 65A Biltmore sandy loam, 0 to 3 percent slopes, occasionally flooded 72A IToxaway loam, 0 to 2 percent slopes, occasionally flooded 71 182A (Rosman loam, 0 to 3 percent slopes, occasionally flooded 81 1 84A IColvard fine sandy loam, 0 to 2 percent slopes, occasionally flooded 84 185A IArkaqua loam, 0 to 2 percent slopes, occasionally flooded 88A ISuches loam, 0 to 2 percent slopes, occasionally flooded 1120B Irate loam, 2 to 8 percent slopes 1120D Irate loam, 8 to 15 percent slopes 1120E Irate loam, 15 to 30 percent slopes 1123B IThurmont fine sandy loam, 2 to 8 percent slopes 1123D IThurmont fine sandy loam, 8 to 15 percent slopes 1123E IThurmont fine sandy loam, 15 to 30 percent slopes 1130D (Spivey-Whiteoak complex, 8 to 15 percent slopes, bouldery 1130E (Spivey-Whiteoak complex, 15 to 30 percent slopes, bouldery 132E 185E 550E 1 130F ISpivey-Santeetlah complex, 30 to 50 percent slopes, very bouldery 130G 132F 185F 185G 1131B IThurmont-Dillard complex, 2 to 8 percent slopes 1131D IThurmont-Dillard complex, 8 to 15 percent slopes 1134E ILonon-Northcove complex, 2 to 8 percent slopes, stony 126B 121B 130B 1134D ILonon-Northcove complex, 8 to 15 percent slopes, bouldery 126D 121D 1134E ILonon-Northcove complex, 15 to 30 percent slopes, bouldery 126E 121E 131E 134F (Northcove-Lonon complex, 30 to 50 percent slopes, very bouldery 126F 121F 131F ADVANCE COPY SUBJECT TO CHANGE U.S. DEPARTMENT OF AGRICULTURE Page 2 Of 4 NATURAL RESOURCES CONSERVATION SERVICE 9/8/2006 BAW SOIL MAP LEGEND Cherokee County, North Carolina: Detailed Soil Map Legend I I I Map Soil name I symbol 135D ILonon-Northcove-Urban land complex, 2 to 15 percent slopes, bouldery 135E ILonon-Northcove-Urban land complex, 15 to 30 percent slopes, bouldery 143A IReddies-Dellwood-Urban land complex, 0 to 3 percent slopes, occasionally flooded 182A (Rosman -Urban land complex, 0 to 3 percent slopes, occasionally flooded 201B IStatler loam, 1 to 5 percent slopes, rarely flooded 205B IStatler-Urban land complex, 2 to 8 percent slopes, rarely flooded 211A (Hemphill loam, 0 to 3 percent slopes, rarely flooded 233B (Dillard loam, 1 to 5 percent slopes, rarely flooded 233 127B 1240B (Braddock gravelly loam, 2 to 8 percent slopes, very stony 1240D (Braddock gravelly loam, 8 to 15 percent slopes, very stony 1242B (Braddock loam, 2 to 8 percent slopes 1242D (Braddock loam, 8 to 15 percent slopes 1244B2 (Braddock clay loam, 2 to 8 percent slopes, eroded 1244D2 (Braddock clay loam, 8 to 15 percent slopes, eroded 1244E2 Braddock cobbly clay loam, 15 to 30 percent slopes, eroded 1245D (Braddock -Urban land complex, 2 to 15 percent slopes 1245E (Braddock -Urban land complex, 15 to 30 percent slopes 1262D IBradson loam, 8 to 15 percent slopes 1262E IBradson loam, 15 to 30 percent slopes 1310E IJunaluska-Brasstown complex, 2 to 8 percent slopes 1310D IJunaluska-Brasstown complex, 8 to 15 percent slopes 314D 1310E bouldery slopes slopes IJunaluska-Brasstown complex, 15 to 30 percent slopes 314E 1310F IJunaluska-Brasstown complex, 30 to 50 percent slopes 1314F Junaluska-Brasstown complex, 30 to 50 percent slopes, 1315D Junaluska-Brasstown-Urban land complex, 2 to 15 percent 1315E Junaluska-Brasstown-Urban land complex, 15 to 30 percent 13208 (Clifton-Evard complex, 2 to 8 percent slopes 1320D (Clifton-Evard complex, 8 to 15 percent slopes 1320E (Clifton-Evard complex, 15 to 30 percent slopes ADVANCE COPY SUBJECT TO CHANGE U.S. DEPARTMENT OF AGRICULTURE Page 3 Of 4 NATURAL RESOURCES CONSERVATION SERVICE 9/8/2006 1/6/2005 BAW SOIL MAP LEGEND --Continued Cherokee County, North Carolina: Detailed Soil Map Legend I I I Map Soil name I symbol 321F ICowee-Evard complex, 30 to 50 percent slopes 320F 420F 1322D IHayesville loam, 8 to 15 percent slopes 1322E IHayesville loam, 15 to 30 percent slopes 1322F IHayesville loam, 30 to 50 percent slopes 1324E ISaunook-Evard complex, 15 to 30 percent slopes 1342B INantahala loam, 2 to 8 percent slopes 344B 1342D INantahala loam, 8 to 15 slopes 344D 1342E INantahala loam, 15 to 30 percent slopes 344E 1380E IJunaluska-Cataska complex, 15 to 30 percent slopes 138OF IJunaluska-Cataska complex, 30 to 50 percent slopes 1382D IJunaluska-Tsali complex, 8 to 15 percent slopes 1382E IJunaluska-Tsali complex, 15 to 30 percent slopes 1382F IJunaluska-Tsali complex, 30 to 50 percent slopes 1382G IJunaluska-Tsali complex, 50 to 95 percent slopes 1385D IJunaluska-Tsali-Urban land complex, 2 to 15 percent slopes 1385E IJunaluska-Tsali-Urban land complex, 15 to 30 percent slopes 1418E IOconaluftee flaggy mucky loam, windswept, 15 to 30 percent slopes 1418F IOconaluftee flaggy mucky loam, windswept, 30 to 50 percent slopes 1420B (Evard-Hayesville complex, 2 to 8 percent slopes 1420D (Evard-Hayesville complex, 8 to 15 percent slopes 1420E (Evard-Hayesville complex, 15 to 30 percent slopes 155OF ICheoah channery loam, 30 to 50 percent slopes 1 550G ICheoah channery loam, 50 to 95 percent slopes 84OG 1551F ICheoah-Jeffrey complex, 30 to 50 percent slopes, rocky 1 5510 ICheoah-Jeffrey complex, 50 to 95 percent slopes, rocky 1732E 1Sylco-Cataska complex, 15 to 30 percent slopes, very rocky 732D ADVANCE COPY SUBJECT TO CHANCE U.S. DEPARTMENT OF AGRICULTURE Page 4 Of 4 NATURAL RESOURCES CONSERVATION SERVICE 9/8/2006 1/6/2005 BAW SOIL MAP LEGEND --Continued Cherokee County, North Carolina: Detailed Soil Map Legend I I Map Soil name symbol 732F ISylco-Cataska complex, 30 to 50 percent slopes, very rocky 732G ISylco-Cataska complex, 50 to 95 percent slopes, very rocky 812E ]Luftee-Anakeesta complex, windswept, 15 to 30 percent slopes 820E IDitney-Unicoi-Rock outcrop complex, 15 to 30 percent slopes 3E 810E 551E 1 820F IDitney-Unicoi-Rock outcrop complex, 30 to 50 percent slopes 1 820G IDitney-Unicoi-Rockoutcrop complex, 50 to 95 percent slopes 3G 81OG 1823E ISoco-Stecoah complex, 15 to 30 percent slopes, bouldery 823D 1823F ISoco-Stecoah complex, 30 to 50 percent slopes, bouldery 1823G ISoco-Stecoah complex, 50 to 95 percent slopes, bouldery 314G 1824E ISoco-Stecoah complex, 15 to 30 percent slopes 824D 823E 823D 1824F ISoco-Stecoah complex, 30 to 50 percent slopes 1824G ISoco-Stecoah complex, 50 to 95 percent slopes 31OG 1825E ISoco-Stecoah complex, windswept, 15 to 30 percent slopes 825D 1825F ISoco-Stecoah complex, windswept, 30 to 50 percent slopes 1825G ISoco-Stecoah complex, windswept, 50 to 95 percent slopes 184OF (Snowbird fine sandy loam, 30 to 50 percent slopes 840E 1900B IUdorthents-Urbanland complex, 2 to 8 percent slopes 1900Bf IUdorthents-Urbanland complex, 0 to 3 percent slopes, rarely flooded 190OF IUdorthents, loamy, 8 to 90 percent slopes I DAM IDAM I W (Water ADVANCE COPY SUBJECT TO CHANGE Map Output Tax Parcel Ma ti V JJ \ t r'/ f J f, a �1:nuxlYK.q:��a 19 10yJ ZOCU M TOACTNATE A4.^, SEARC-' BAR Legend Parwh County Boundary Cdres Page 1 of 1 http://65.14.20.19/servletlcom.esri.esrimap.Esrimap?ScrviceName=cherokee co nc&Clic... 6/24/2008 Wilderness Creek Falls Adjoining Property Owners Utopia Valley Trust c/o Danny R. Lloyd 3109 North Wilder Rd. Plant City, FL 33565 Jeffrey A. & Linda S. Morrow P.O. Box 150937 Cape Coral, FL 33915-0937 Kimberly Lane Harris 227 Puritan Rd. West Palm Beach, FL 33405 Mountain High, LLC P.O. 90 Blue Ridge, GA 30513 Anthony Brett & Tammy A Falls / Gerald C. * Annette P. Long 105 Double Branch Trail Murphy, NC 28906 Edna Smith Simonds 19785 W. U.S. 64 Copperhill, TN 37317 Arizona M. Bandy c/o Lynn Bandy Rt. 1 Box 473 Copperhill, TN 37317 Billie R. Dunn P.O. 666 Copperhill, TN 37317 Elmer E. Sr. & Rebekah M. Fralick 19520 West U.S. 64 Murphy, NC 28906 Leonard J. Jr. & Carol A. James P.O. Box 792 Ducktown, TN 37326 Willie Ray & Patsy A. Simonds / Timothy R. Simonds 6020 Shady Way Lane Chattanooga, TN 37416 James & Jeanette Hedrick 19310 W. 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IM '2 vo�, 11 e 149 7��1010,11 101-w--m-mm p 250 750 1500 Sr -ale in Feet Wilderness Creek Falls Overview Scale.- 1" = 600' Impact Map I INORTH :ImpQct Number Lot Lines Jurisdictional Stream(s) Jurisdictional Wetlands) Jurisdictional Linear Wetlands) i Culvert / Road Crossing Unimproved Roads Pond Property Line p 250 750 1500 Sr -ale in Feet Wilderness Creek Falls Overview Scale.- 1" = 600' Impact Map I INORTH H12iON deal jaedwl ,0M= A :aleas T�I\NTA\7\ :�aayg II j � O YY PIJN s e aa� ssauaa i aul-I :�.radoud . puod I <� pool pano,edwiun t Bulssoij pony /Ijanlno (s)puoj}aM ,roaul-I jouo4ojpsjunr (s)puoj}ah louol}:31pslinr 1 (s)woau}g Jou04oIps1,anf- I saul-I }o- .AagwnN }podwi C3 Z H1aON •�• deW jaedu.wl .00 L = „L 'aleaS� sllej Naaao ssawapl!M puod I pvob pano.iduiun \ 6uIssoJo pooh :.Janjn3 (s)Puoj}aA joaul-1 jouoj}ojpsi,Anf, I ` I r F_ 0001-IADAk OuI `SIFJ 3aaJD ss3lu3P Ak :apo �aafai :1 mijoseD uvoN `f4unoD aaxomgD :UOI' siie3 31001D ssOUMPIM duW Puuilam IINM,OOL=11 i :a7E( :As u,Hr" :meas :#I aul-I M;jadoud 1 1088 -8t'9 -8Z8 ►-�.- 91L8Z '�'I�I `uo�ue� Z88 xog •O'd h lr, .IY .S A'tA sluelinsuoD aomosa21 iejT4eN pue pueijaAmk - • •- » zt177INA& c� in T � 1R 6 in 61n oNe�oa� aa�� m in spoon panoidwlun 1 ---------- 8uIsso.40 pooa ;.Ianjno 1 (s)puo4aq ,AoaL4-1 JouoMopDsi.+nr 1 (s)pu,Dnaq muomipsHnr 1 (s)woa.a}g jouognjpsj..lnr 1 1088 -8t'9 -8Z8 ►-�.- 91L8Z '�'I�I `uo�ue� Z88 xog •O'd h lr, .IY .S A'tA sluelinsuoD aomosa21 iejT4eN pue pueijaAmk - • •- » zt177INA& c� in T � 1R 6 in 61n oNe�oa� aa�� m in NOIL�f1N1$N0J3N 1103 3sn ION OG SN`dld ,121dNIIN1132Id NOISIA311 31VO aIIDS 01 ION >i00N NvinONd 39NVI ,kO GINNA00 11IJ H1NVI U011aas SSOJ:) al'e:)S 01 ION 1088 -8i79 -8Z8 91L8Z 'O'N `nOJQeO Z88 xnH'O'd SIUMInSUOD a=md 1MMBI1 PUV PUUIaaAA n —�000 a6usspd ajil :)ij-enby 6uinnoys JaanInD 'SNOI11aNOO a00IN NO H]iVM HOIH 3�(INdH 01 GINOISK o ' OINBb'� NH1�IN N�1d�N0 SI NJA3H3IHM „Z L NO 3d1d J0 N11:1Wdla Z/ L --------------------------------------- ------------ ----------- i3-un0 OMd A INI ld WdAG 1bMJVd ONIMOHS 1�J3nino iovjj jns davm DIIJOad 1euipnlibuol •pau1e4u1ew pue p@AOIS@A si uoijenaj@ we@A4s leu161Ao aq4 4e44 gDns p@ianq aq llegs leianq @did jewaou Aol paainbaa dea di.I Auy @jil Di4enbe pue .I@4eM jo a6essed Moil Mol Mole o4 'sapui 8.17 o4 lenb@ Ao uey4 SSal S3,aanlno A04 A@4awe1p :jAanln:) ay4 Jo 4ua:)aad oz pue 'say:)ui g-, uey4 A@4eaa6 A@I@weip e q4!m S:Ianln:) Aoj 400j @uo Aq pagweaa4s @q4 4o uoilen@la aq4 Mopq p@:)eld @q }snw swe@A4s pue SA@4eM ui saan:pnA4s A@g4o pue S:P@nlnD 4o 4u@w@Deld :Suoi4e:)Ui@adS East Polk Fire & Rescue Squad, Inc. Po Box 697 Copperhill, TN 37317 (423)496-3341 or (706)455-1691 10/12/07 Mr. Glen Frank Widdertm Creek Falls Development Po Box 128 Epworth, GA 30541 Deer M. Firaaokg I appreciate the recent opportwity to discuss the possibility of using the existing Pond in the Wilderness Creels Falls Dlopment as a source for fire protection in Cherokee Co, NC and Polk Co, TN. P1em let this letter serve as an official, request that we would like to pursue equipping your ponils with a "dry hydra&' outlet that can be used to fill dare vehicles in the event of a fire in this area. We also ps<ovide mutual aid assistance to the Wolf Creek Fire Department and Hmwasseer Dam Fut Department In the evert of a fire in North Caamlina or Tennessee these suction points would greatly benefit our community. Chu' fire departaae.at , the E*t Polls Fire A Rescue Squad, Inc. in Polk Co., TN cuts* provides fire protection to 3000 homes, there is possibly 150 homes in Polk County area and not counting the existing homes in North Carolina and your development that would benefit from the use and the availabifity of water from your ponds. As additional homes are planned and built in our community, the need for fire protection will only inose and we very much appreciate this opporwWly to parta>rer with you in this effort. To be able to find and have accessibility to such a state source as w1W you have is very difficult in this arca. With the current drought many suction points arc no longer a reliable source of water in the evert of an a magency. Your willingaim to make these available and your assistance in providing access is appreciated. I look forward to working with you on this project, please don't hesitate to contact to ane if I cal be of additionalassistance or if you have any question -The best way to mach me is by cell phone at 706-455-1691. Singly, 05/12/2007 01:10 2395424546 FIRST CHOICE HOMES PAGE 01/01 11/14/2007 14:11 8286445708 CCEM5 STA 3 WOUCIN.EEK '0 -R -E DEPARTMENT, INC 4o 14titop Rd.. Murphy. NC 2M -4,177, • K29.404-7713 - F*% 929.444.1299 - wnW&W.kflrrp�tacxfth W November 14, 2407 W Glen Frank Wilderness Creek Falls Developtue nt P.O. Box 128 Epworth, GA 30541 Dr. Mr. Frani : 1 appreclatc the scent opportunity to meet with you and discuss the possibility of using the existing ponds in the Wilderness Creek Falls Developmmt as a source of'water for fore protection in our fire district. Please let this letter serve as an official request Haat we pumu+e equippft these ponds with "dry hydmt".outicts which can be used to .full fire apparatus in the event of a fire in this area of our district in Cherokee County, N.C. Wolf Creek Fire bepartment currently provides fire protection to 23 square titles and the ava&billty of water from your ponds is very desirable as we have no regular or dry fire hydrants in our district. in the event of a fire, our department reties solely on support frim adjo%ztM9 fire departments to provide a "Maker shuttle" operation to cagy water from waw access points such as these ponds or hydrants filom outside our district to the location of the fine. ,As additional homes are planned W built in our community the need for £ire protection will only Increase ad we very much appreciate this opport maty to partner with you in this efft�rt. Z look forward to working with you in this matter. Please do not hesitate to contact me if 1 um he of further assistance. Sincerely, � � —Z A =11% 0--. - Darren S. WaWns Aseisteuit CWcf Qualitative Analysis of Cumulative Impacts For Wilderness Creek Falls Wilderness Creek Falls, Inc. Cherokee County, North Carolina April 14, 2008 Prepared by: Wetland and Natural Resource Consultants Introduction Current regulations applicable to the issuance of 401 Water Quality Certifications require that the Division of Water Quality confirm that the project it is evaluating "does not result in cumulative impacts, based upon past or reasonably anticipated future impacts, which cause or will cause a violation of downstream water quality standards". DWQ currently utilizes the following documentation to implement its regulatory obligation to evaluate cumulative impacts: "Draft Internal Policy, Cumulative Impacts and the 401 Water Quality Certification and Isolated Wetland Program. NC Division of Water Quality, October 3, 2002, Version 1.6". DWQ's policy provides for three levels of cumulative impact analysis. Most small-scale projects where little impervious surface is added and where the project is situated in an already developed locale will only require a "Generic Description" of the project's possible cumulative impacts. A "Qualitative Analysis" is required for projects of somewhat more impact that are located near existing roads and development. A "Quantitative Analysis" is required where a project is significantly and is likely to have a growth stimulating effect. DWQ's policy provides that it is applicable to private development projects, although it recognizes that "many private development projects are unlikely to cause cumulative impacts". DWQ recognizes that private development projects most commonly have cumulative impacts when they are "1) relatively large, 2) involve commercial development, and 3) occur in otherwise relatively undeveloped landscapes with an impact on regional growth patterns". For the Wilderness Creek Falls development, DWQ staff has determined that a qualitative analysis of the potential cumulative impacts of the project in terms of its effects on downstream water quality would be appropriate. To determine potential cumulative impacts, this project was reviewed for any growth stimulating effects and their downstream impacts on water quality. As described in greater detail below, the applicant does not believe that the project will result in cumulative impacts that will cause a violation of downstream water quality standards because it is not likely to be growth stimulating due to its size, its nature, and the fact that it will be constructed in a relatively developed local landscape. Project Description, Location, and Existing Site Conditions Wilderness Creek Falls, Inc. is proposing the lengthening of 18 of 22 pre-existing infrastructure road crossings. They are also proposing to have four existing on-line ponds permitted, one of which existed before Mr. Frank purchased the property. These proposals are for a residential subdivision on the 481 -acre tract known as Wilderness Creek Falls. Wilderness Creek Falls is located off of Hwy. 64, west of Murphy, in Cherokee County. The site plan consists of a residential development with 119 single-family lots ranging in size from 0.73 to 6.37 acres. There are approximately 180 acres of common open space, most of which will be forested. In general, the site is bordered to the north by an unnamed tributary to North Potato Creek, to the west by the North Carolina / Tennessee border, and to the south by US Hwy 64/74. The eastern property border runs up along the side of Angelico Mountain. Wilderness Creek Falls is mostly forested, except on the northwest corner of the property, which contains mowed fields and an existing pond. Towards the southern tip of the property, there is a granite mine that has been operated for close to fifty years. There are existing roads throughout much of the site. The Mixed Mesic Forest type dominants the landscape. This forest type occupies rich, acidic, moist, well - drained soils and contains the most diverse plant communities in the Southeast. The dominant tree species are American beech (Fagus grandifolia) and oaks, specifically northern red oak (Quercus rubra) and white oak (Quercus alba). Other tree species that are abundantly common in these forests include: ash, hickory, Fraser's magnolia, red maple, tulip poplar, hemlock, and buckeye. All are present within Wilderness Creek Falls. This forest type also has a very diverse shrub and herbaceous layer. Species at this site include heart's-a-bustin', mountain laurel, pepperbush, ironwood, rhododendron, spice bush, wild hydrangea, black cohosh, bloodroot, doll's eye, false soloman's seal, galax, jewelweed, mayapple, Christmas fern, liverleaf, and alumroot. Tributaries on site include unnamed tributaries to North Potato Creek, and unnamed tributaries to Wolf Creek. North Potato and Wolf Creek both flow into the Toccoa/Ocoee River, a navigable water. The Toccoa River turns into the Ocoee at the GA/TN state line and then flows into the Hiwassee River. The unnamed tributaries to both North Potato Creek, and Wolf Creek are classified as "C" streams. There are several wetlands located on the site. The majority of these wetlands have been identified as wetland seeps and are contiguous with their associated channel. These seeps are on moderate to steep slopes. Their substrate is rocky and they may or may not contain wetland vegetation. Elevations on the property range from approximately 1,760 feet where the unnamed tributary to North Potato Creek leaves the property, to approximately 2,780 feet up the side of Angelico Mountain. Project Area Description The project is located on the NC/TN state line, 20 miles west of Murphy,NC, and 8 miles north of Copperhill, TN/McCayesville, GA. Murphy is the county seat of Cherokee County with a population of approximately 1,574. Downtown Murphy contains a Main Street area with restaurants and shops. Educational opportunities around Murphy include Tri -County Community College. There are many recreational opportunities available in this area. The Hiwasse, Cherokee, and Appalachia Lakes offer boating, fishing and camping opportunities. Murphy is also in close proximity to the Nantahala National Forest, which is a popular destination for hiking, camping, trout fishing. The Nantahala River is a popular spot for whitewater rafting, kayaking, and canoeing. Another notable attraction in Cherokee County is the John C. Campbell Folk School, a school dedicated to preserving the arts and crafts traditions of the region. Copperhill, TN and its sister city, McCayesville, GA, cater to local residents as well as a large seasonal population with a large variety of shops and restaurants. They are close to the Ocoee River, another popular rafting, kayaking and canoeing destination. Due to mountain vistas, and its proximity to lakes, rivers and designated forest areas, this area is a seasonal destination for outdoor enthusiasts and prospective "second home" buyers. The towns of Murphy, Copperhill, McCayesville are self-sufficient, and accommodate all of the demands for day-to-day living, work, and recreation within the area. Watershed Description Wilderness Creek Falls is located within the Ocoee Sub basin (HUC code 06020003) of the Hiwassee River Basin. Some of the tributaries from this site flow across the Tennessee state line into North Potato Creek, and then down to the Toccoa/Ocoee River, which then flows into the Hiwassee River. The rest of the tributaries on site flow first into Wolf Creek, across the Georgia state line, and then into the Toccoa/Ocoee, and Hiwassee Rivers. Much of the Hiwassee basin is Nantahala National Forest and Game Land. Approximately 80% of the basin is forested, and approximately 2% is open water. There are 989 miles of rivers in the Hiwassee basin. There are two major lakes in the Ocoee sub basin, Appalachia Lake with 1,000 acres, and Hiwassee Lake with 6090 acres. The largest municipality in the area is Murphy with a population around 1,600. There are a number of high quality and outstanding resource waters in this basin. The Hiwassee River basin is well known for its trout fishing waters. The entire Fires Creek catchment has been designated as Outstanding Resource Waters and most of the Tusquitee Creek watershed is classified as High Quality Waters. Tributary streams in these watersheds that have received Excellent biological ratings include Big Tuni Creek, Johnson (Mill) Creek, Albone Creek, Coldspring Branch, Little Fires Creek and Leatherwood Branch. Project Induced Growth The project is not likely to induce adjacent development primarily because there are no services, utilities, or roads being constructed by Wilderness Creek Falls, Inc. that will be available to adjacent landowners or the general public. There is no commercial development directly associated with site development. Murphy and Copperhill will accommodate any induced commercial growth. The needs of this 119 lot community will be met by the local restaurants and retail stores in Murphy or Copperhill. Because these residents are likely to be seasonal, they are not likely to create a high demand for additional retail or commercial ventures. There are 60 restaurants listed on the Cherokee County tourism website which are all within less than 25 miles of Wilderness Creek Falls. The City -Datacom website for Cherokee County was referenced for the following information. This website reports 124 retail trade businesses which include gas stations, grocery stores, clothing stores, furniture stores, building material stores, and appliance stores. There are 44 professional services (legal, accounting, veterinarian) reported on this website for Cherokee County as well as 81 health care businesses. The City -Datacom website for Polk County reports 51 retail trade businesses, 6 professional services, and 18 health care businesses. There are many existing retail and restaurant establishments to meet the needs of 119 new homes. Since these are second and third homes they will not all be occupied at the same time during the year. Once again even if the development of Wilderness Creek Falls motivates a few entrepreneurs these basic service providers would have to go through 404/401 permitting (justification, avoidance, and minimization) for any impacts to jurisdictional waters. Since the land in the vicinity surrounding Wilderness Creek Falls is not urbanized the "developable" land is still available which includes small parcels of 1 to 5 acres. Parcels that do not contain jurisdictional streams and/or wetlands should be available for the development of such facilities if any occur. The majority of the property owners at Wilderness Creek Falls will be baby - boomers who do not have school aged children. Therefore, no schools or other related supporting development would occur due to the development. The following table lists essential goods and services and their distance from Wilderness Creek Falls: Goods and Services Distance from Wilderness Creek Falls (miles) College or University 20 Gas/Service Station 6 Grocery 6 Hardware 6 Medical Care 8 Post Office 6 School 8 Summary Wilderness Creek Falls, Inc. proposes to develop a project in Cherokee County in accordance with likely conditions in the 401 Water Quality Certification and the 404 Permit authorizations to protect the downstream water quality in the area of the project. Because of the project's adjacency to US 64/74 and its close proximity to Murphy and Copperhill, the applicant does not believe that any potential effects on growth will occur due to the development of Wilderness Creek Falls. Threatened & Endangered Species Report A Field Inventory to Document the Presence or Absence of Federally Protected Species Project Site: Hard Rock Mine Cherokee County, NC Prepared by: wm:t P.O. BOX 882 CANTON, NC 28716 May 14, 2007 Endanstered & Threatened Species An endangered and threatened species inventory of the tract known as Hard Rock Mine was conducted pursuant to Nationwide Permit General Condition 11 which states, "No activity is authorized under any NWP which is likely to jeopardize the continued existence of a threatened or endangered species or a species proposed for such designation, as identified under the Federal Endangered Species Act (ESA), or which will destroy or adversely modify the critical habitat of such species. " Prior to the endangered and threatened species evaluation of Hard Rock Mine, WNR consulted the US Fish and Wildlife Department website and conducted a file review of records maintained by the North Carolina Natural Heritage Program (NHP). The initial survey involved a review of the Isabella USGS Topo Quad on which NHP identifies current and historic occurrences of listed species for that locale. There are no federally listed threatened and/or endangered species listed for the Isabella Quad. There are two federal species of concern species listed to be found within the Isabella Quad. One of these species is a historic listing for the Isabella Quad. These species are listed and described below. Genus species Common Name Federal Status Myotis leibii Eastern Small -Footed Species of Concern Myotis Pituophis melanoleucus Northern Pine Snake Species of Concern melanoleucus Eastern Small -Footed Myotis Description The eastern small -footed bat is the smallest member of the genus Myotis in North America. The fur is long, silky, and tan to golden -brown. The two main distinguishing characteristics are a distinct black mask across the face and the tiny feet that average only approximately 5/16 of an inch (7 to 8 mm) in length. Habitat During the summer, these bats are usually found in buildings, towers, hollow trees, beneath the loose bark of trees, in crevices of cliffs, and beneath bridges. During winter, these colonial bats move into caves and abandoned mines where they either hang individually or in small clusters of 25 to 30. The eastern small -footed bat has been found most commonly in caves in forested areas. They are one of the last bats to enter caves in autumn and often hibernate near cave or mine entrances where temperatures drop below freezing and where humidity is relatively low (Harvey et al., 1999). Some individuals have also been taken in rock crevices, beneath bridges, and in buildings. Presence or Absence Determination The Hard Rock Mine property does not contain any caves or large rock crevices on cliffs. The old mine was a surface mining operation and did not have a shaft opening. Due to lack of suitable habitat, it has been determined that Eastern Small -Footed Myotis is not present within the Hard Rock Mine project boundary. Northern Pine Snake The Northern Pine Snake is a historic record for the Isabella quad. No further data collection is necessary because this species has not been documented within the past fifty years within the Isabella quad locale. WAT BRE/ LINE SO W/ AInoTu Wilderness Creek Falls Map -Impervious Surfaces Sheet: 1 Scale: 1" = 750 NORTH NORTH WATERSHED 292acres Exlsting Bldg.i 6540sf/43560=0.15acres + LO -1- 2000sfi,:_...-_.48,000sf/43 0=3.4oc /4 w i � L:D00sf/drives=185,000sf/4 60=4.25ac 0,15acres 16,880 cres/292acres=,0578a resx100=5,78% �'s 3,40acres 5.78% impervious surfac ❑RTH 4.25acres =16.88acres SOUTH WATERSHED M000c D 7250'x10'=72500sf 6080'x15'=91200sf 163700s /43650=3,76acres 45 L❑TS 45 LOTS 2000sf /house=92,000sf/43560=2.11ac 45 L❑TS 2500sf/drives=112,500s17'/4356(1=2.58nr- 2,11acres 2.58acres 3.76acres =8.35acres 8.35acres/189acres=.0442acresx100 4,42% impervious 0 250 750 1500 Scale in Feet Wilderness Creek Falls Sheet: 2L�`' I Scale: 1" = 750' Impact Map -Impervious Surfaces , V NORTH