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HomeMy WebLinkAbout20150208 Ver 1_Application_20150220Camp Watia ( +/- 252 Acres) rJ Camp Watia ( +/- 252 Acres) J (7, } ti a Delineation Boundary • J r F It rW%7W] ■ 10 OA Legend 0 250 500 1,000 1,500 Delineation Boundary , wn r Feet oj � � ,,, Swain County, CLearWater USGS Topographic Map North Carolina Wesser Quad 224 South Grove Street, Suite F Figure 2 I lendersonville, Nonh Carolina 28792 Figure 3 Impact Map & Construction Typicals 0 0 N V O N 0 3 v Ni U m C6 O O s N 3 0 E Te N o! w ii .�M PACT - SITE= \` NET STREAM IMPACT (65 LF) _ \ \\ PROPOSED i 71 2194 - -� "– — WGLA Engineering, PLLC PROPOSED CONSULTING ENGINEERS & LAND PLANNERS CAMP WATIA SITE IMPROVEMENTS NC License No: P -1342 NANTAHALA TOWNSHIP SHEET I OF 7 214 N. King Street SWAIN COUNTY, job #1 1 0138 Hendersonville. NC 28792 ` (828) 687 -7177 NORTH CAROLINA Date: 1/29/15 wglaxom Scale: I " =50' 0) �2 Cl.. E 'n LL Z Lu w LL w CD Z w cr w D 0 LL L) cb :2 14 E Y co Cr w U) D a: NO ACTI E STREAM EXISTING 12"0 CULV RT PROPOSED PR ED WATER FRONT AREA CULVERT PAVILLION/RESTROOM UL UL , < r 0 WATIA LAKE "cam"am—p IMPACT SITE WGLA Engineering, PLLC PROPOSED CONSULTING ENGINEERS & LAND PLANNERS CAMP WATIA SITE IMPROVEMENTS NC License No: P -1342 NANTAHALA TOWNSHIP SHEET 2 OF 7 214 N. King Street SWAIN COUNTY, Job #: 10138 - , Hendersonville, 28792 (828) (828) 687-7177 NORTH CAROLINA Date: 1/29/15 wgl;k.com I I Scale: 1 "=50' 0 a N m 0 (�1 O1 a 17 N r X m O C a CL E E A rn v d J LL x D _o J LL W rA m H W Z [C D 0 LL Y U U ra rb r7 o_ 0 N 0 E Y in tr W N 6i PROPOSED NEW ' ; - 30 "0 CULVERT { 1 � 'IMPACT SITE #3 NET STREAM IMPACT (20 LF) - `-; •� � �• r •.:.- •�.. EXISTING 12 "0 CULVERT^ 8 LF TO BE REMOVED WGLA Engineering, PLLC PROPOSED CONSULTING ENGINEERS & LAND PLANNERS CAMP WATIA SITE IMPROVEMENTS NC License No: P -1342 NANTAHALA TOWNSHIP SHEET 3 OF 7 214 N. King Street SWAIN COUNTY, fob #: 10138 Hendersonville, NC 28792 (828) b87 -71717 7 NORTH CAROLINA Date: 1/29/15 r� wgla.com Scale: I " =50' 0 6 0 N 9 :_ Y in w w rn ii WGLA Engineering, PLLC PROPOSED CONSULTING ENGINEERS & LAND PLANNERS CAMP WATIA SITE IMPROVEMENTS NC License No: P -1342 NANTAHALA TOWNSHIP SHEET 4 OF 7 214 N. King Street No SWAIN COUNTY, job #: 10138 Hendersonville, 828) 67 17 28792 (828j 687 -7177 NORTH CAROLINA Date: 1/29/15 wgla.com Scale: 1"=50' O N IMPACT SITE #6 NET STREAM fJ EXISTING - — — — IMPACT (1 LF) CULVERTS (TO REMAIN) 1 PROPOSED 36 "0 CULVERT I2 Lei (20 LF) @ 10.0% ry OD leio- �•�j 1 J (/ �- // lam. 1 ..•' LL -ixSS1 lu LIJ z ui L) — ad Fu W W Ir Ir eb ca LL EXISTING 18 "0 CULVERT (19 LF) TO BE REMOVED r' 0 WGLA E PLLC f �&f- N nglneermg, PROPOSED c� CONSULTING ENGINEERS & LAND PLANNERS CAMP WATIA SITE IMPROVEMENTS NC License No: P -1342 NANTAHALA TOWNSHIP SHEET S OF 7 Y ,n cc 214 N. King Street ••• Hendersonville, NC 28792 SWAIN COUNTY, NORTH CAROLINA job #: 10138 Date: (828) 687 -7177 1129/15 wgla.com Scale: 1"=50' LL O N Q PROPOSED TEMPORARY ° SEWER LINE CROSSINGS 3 M Co o ° II p r , -- IMPACT SITE #8 CL ` SW_ —211R—fNA —tNR^ ,-' EXISTING STEEL BRIDGE (TO REMAIN ) - - r- E / / - a / ; � IMPACT SITE 0 _ Co r w -fit , EXISTING I' ,�'�- - WATER SUPPLY `�' WELL #2 _ W rill i- VW \� CO y / JI N 4 PROPOSED TEMPORARY rl,`. WATER LINE CROSSINGS' jam: s WGLA Engineering, PLLC CONSULTING ENGINEERS & LAND PLANNERS CAMP WATIA PROPOSED SITE IMPROVEMENTS NC License No: P 1342 NANTAHALA TOWNSHIP SHEET 6 OF 7 214 N. King Street ende Hnornille, NC 28792 SWAIN COUNTY, job -#- 10138 , a (628) 687 -7177 NORTH CAROLINA Date: (/29/15 r� wgia com Scale: 1 ° =50' LL 0 N r v 0 c� m Ln m to N x CD 0 K is E E m N v m rw 7 x d' Ir 2 0 ii w Lu LL d U co 3 0 s N E w V) s ED TEMPORARY WATER LINE CROSSING PROPOSED Y:, CAMP WATIA SITE IMPROVEMENTS IMPACT SITE #9 NANTAHALA TOWNSHIP SHEET 7 OF 7 Jill SWAIN COUNTY, job 4P 10138 NC 28792 (828) 687 -7177 NORTH CAROLINA -- ----------------- ___ -; \ --G wgla com Stale: 1"=50' PROPOSED :WALKING BRIDGE - PROPOSED TE VIPORA�tY PROPOSED -- - WALKING TRAIL ��� �/- �' �� --- __ ---_. ``��� `•. �• .��`� �� � \` � 1. \ � � .-- s ED TEMPORARY WGLA Engineering, PLLC WATER LINE CROSSING PROPOSED Y:, CAMP WATIA SITE IMPROVEMENTS IMPACT SITE #9 NANTAHALA TOWNSHIP SHEET 7 OF 7 214 N King Street Hendersonville, SWAIN COUNTY, job 4P 10138 NC 28792 (828) 687 -7177 NORTH CAROLINA -- ----------------- ___ -; \ --G wgla com Stale: 1"=50' - PROPOSED TE VIPORA�tY - SEWER- L-INE�CROSS)NG� ��� �/- �' �� --- __ ---_. ``��� `•. �• .��`� �� � \` � 1. \ � � .-- WGLA Engineering, PLLC PROPOSED CONSULTING ENGINEERS & LAND PLANNERS CAMP WATIA SITE IMPROVEMENTS NC License No: N 1342 NANTAHALA TOWNSHIP SHEET 7 OF 7 214 N King Street Hendersonville, SWAIN COUNTY, job 4P 10138 NC 28792 (828) 687 -7177 NORTH CAROLINA Date: 1/29/15 --G wgla com Stale: 1"=50' N lh , i LOCATION MAP N.TS i 6 UtEA i'1,, ' IMPACT SITE #4 WEA 4 SITE#6 I )k I A F a- x IMPACT SITE #5 lal NORTHBIDE ROAD r--1 IMPACT SITE #8 1 / n IMPACT SITE #7 CULVERT SITE IMPACT SITE #2 IMPACT #3 - == �yi77h1, II IMPACT SITE #9 SITE #1 U�r � z I4D W 0 O U CANPFIAE a AMP /ttRUTER AREA t PROPERTY WFORNA710N OWIML WATIACREIXFAR7AS LL.0 '►,, TWO TOWN SQUARE BLVD SUITE ]I0 t�1jII' ASHEVOlE. NC' 78SM x! 71I OPOSED Cadut DAVIDANOLlETTI /r iGIRL9 DAWN VSIAGE PN O667t-00.TS317A PW 880/-06@-3185 PW #6Wt-0Damm O B 206 Pli 147 PROPOSED DEVELOPER BOTSCABINVILLAOE YMCA OF WSSTENN NORTH CAROLNA 6 57 ASHLAND AVENUE It ASNEV07£ NOt7THCAROUHA 70001 OM P PAUL VEST a �' k It KFA a Ciellixbfaeyo6� "1 UliilK GRAPHIC SCALE ' - l2+i'4' Ve.GIA Me Uc :1. °� ° 3�234HPerfLTM .�C . (a /!af ) \,vr', =�.! F g;'�1� 7 t.e- teo n F -r- ..�;`..� �,ai'` \��= t�- - ���1'�� /,' t:'.?: �111�11�tW »I�Lf:'�I,'��$in11�. -� a�s ��_ 111 Revisions date:! /16 ' R job: 10198 drawn: khls sheet Govar 0 O O a OL a 1` 0 Q 0 N a t m CD O ru J LL N w� V m M r ro 7 LL w QN m H W Cr Cm7 U co 0 I LL Y m m U 0 _T C7 0 3 9 E Y in w LL hAik STONE OR CLASS "B' BANKS TO ORIGINAL RI' RAP GRADE n IFILTER FAEmIC WATER LEVEL YIRAF1 140N'QR EQUAL r VANES �V 5 MAJ -I 2' YIN Q N _ ° �LCi°ua'f0an"LEa�n T,o�''a 6UCT4E WON ,PIPE — AE mRESM "jyT DEUCE O�EAYLdi RPEOTAIB [�uaoAl Nmcc 101,11 RESTORE,STREAY NATIV101,11 1 CONTRACTOR MUST RESTTiAIN AT BANKS, TO ORIGINAL OR CLASS v FILTER FABRIC LEAST J JCIN75 EITHER_SIDE OF GRACE RIP RAP E��1 114M-OR= TME LAST VERTICAL BEND OR AS OTHfE VASE SPECIFIED BY THE ENOIV_ER 2- APPROVED RESTRAINING OEMCE5 INCLUDE R TAINING GLANDS,. p I MEGALUGSF}, FIELD LOCK CASKETS TS WAU3 i RESTRAINT SYSEEMS PROVIDED 1 2' LR1. BY`APPR0%W PIPE MANUFACTURERS 3, ALL' CREEK' CROSSINGS PALL' REOUf* P - DI I a _ A EEL ENCC�TPIPE TO ETE :NTIC � MSABEL RICH WATER MARK`ON THE qA 'A' BANK OR PAST THE °TOP EDGE OF DUCTILE 6= hUN. THE BANK CTILE fRCi PIPE %-.r-%rl =n t:.KUSSING BELOW CREEK BOTTOM NTS 6 "X6" TREATED WOOD LAKE r (1271278" rltK DOCK DETAIL kTS WGLA Engineering, PLLC CONSULTING ENGINEERS S LAND PLANNERS NC License No: P -1342 214 N. King Street Hendersonville, NC-29792 (828) 687 -7177 wgla com CAMP WATIA NANTAHALA TOWNSHIP SWAIN COUNTY, NORTH CAROLINA PIER DETAILS job#: 10138 Date: 7/ I0/ 15 Scales N.T S. Camp Watia (+/- 252 Acres) Jurisdictional Determination Request Jurisdictional Determination Request M us army corps of Engineers VAIrrinpton Distdd This form is intended for use by anyone requesting a jurisdictional determination (JD) from the U.S. Army Corps of Engineers, Wilmington District (Corps) Please include all supporting information, as described within each category, with your request. You may submit your request to the appropriate Corps Field Office (or project manager, if known) via mail, electronic mail, or facsimile. A current list of county assignments by Field Office and protect manager can be found on -line at: hqp: / /www.saw.usace. army .mil/Missions /RegulatorvPcrmitPro ram aspx , by telephoning 910 -251 -4633, or by contacting any of the field offices listed below ASHEVILLE REGULATORY FIELD OFFICE US Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, North Carolina 28801 -5006 General Number (828) 271 -7980 Fax Number (828) 281 -8120 RALEIGH REGULATORY FIELD OFFICE US Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 General Number. (919) 5544884 Fax Number (919) 562 -0421 WASHINGTON REGULATORY FIELD OFFICE US Army Corps of Engineers 2407 West Fifth Street Washington, North Carolina 27889 General Number- (910) 2514610 Fax Number. (252) 975 -1399 WILMINGTON REGULATORY FIELD OFFICE US Army Corps of Engineers 69 Darlington Avenue Wilmington, North Carolina 28403 General Number 910- 2514633 Fax Number (910) 251 -4025 Version: December 2013 Page 1 Jurisdictional Determination Request INSTRUCTIONS - Ail requestors must complete Parts A, B, C, D, E and F NOTE TO CONSULTANTS AND AGENCIES If you are requesting a JD on behalf of a paying client or your agency, please note the specific submittal requirements in Part G. NOTE ON PART D — PROPERTY OWNER AUTHORIZATION. Please be aware that all JD requests must include the current property owner authorization for the Corps to proceed with the determination, which may include inspection of the property when necessary This form must be signed by the current property owner to be considered a complete request. NOTE ON PART D - NCDOT REQUESTS: Property owner authorization/notification for JD requests associated with North Carolina Department of Transportation (NCDOT) projects will be conducted according to the current NCDOT/USACE protocols NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should also request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work Version: December 2013 Page 2 Jurisdictional Determination Request A. PARCEL INFORMATION Street Address. 5030 Watia Road City, State: Almond, NC County: Swain Directions: From Asheville, take US 74 toward Murphy Turn right onto NC 28 West. Go 2 2 miles to left turn onto Watia Road Follow Watia road 4 5 miles to the site Parcel Index Number(s) (PM: 662100753434 B. REQUESTOR INFORMATION Name: Mailing Address: Telephone Number: Electronic Mail Address I Clement Riddle 224 South Grove Street, Suite F Hendersonville, NC 28792 828 -698 -9800 clement @cwenv com Select one: ❑ I am the current property owner. ❑✓ I am an Authorized Agent or Environmental Consultant ❑ Interested Buyer or Under Contract to Purchase ❑ Other, please explain C. PROPERTY OWNER INFORMATION Name, Water Creek Farms, LLC Mailing Address. Two Town Square Blvd Asheville, NC 28801 Telephone Number: Electronic Mail Address 3: W1Proof of Ownership Attached (e.g. a copy of Deed, County GIS /Parcel/Tax Record data) 1 If available 2 Must attach completed Agent Authorization Form 3 If available Version: December 2013 Page 3 Jurisdictional Determination Request D. PROPERTY OWNER CERTIFICATION I, the undersigned, a duly authorized owner of record of the property /properties identified herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the property herein described for the purpose of conducting on -site investigations and issuing a determination associated with Waters of the U.S subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. See Agent Authorization Property Owner (please print) Date Property Owner Signature E. JURISDICTIONAL DETERMINATION TYPE Select One- I am requesting that the Corps provide a preliminary JD for the property identified herein. This request does include a delineation I am requesting that the Corps provide a preliminary JD for the property identified herein This request does NOT include a delineation. F] I am requesting that the Corps investigate the property/project area for the presence or absence of WoUS5 and provide an approved JD for the property identified herein This request does NOT include a request for a verified delineation I am requesting that the Corps delineate the boundaries of all WoUS on a property /project area and provide an approved JD (this may or may not include a survey plat) ❑✓ I am requesting that the Corps evaluate and approve a delineation of WoUS (conducted by others) on a property /project area and provide an approved JD (may or may not include a survey plat). For NCDOT requests following the current NCDOT /USACE protocols, skip to Part E 5 Waters of the United States Version: December 2013 Page 4 F. F7 G. Jurisdictional Determination Request ALL REQUESTS Map of Property or Project Area (attached). This Map must clearly depict the boundaries of the area of evaluation. Size of Property or Project Area Approximately 252 acres I verify that the property (or project) boundaries have recently been surveyed and marked by a licensed land surveyor OR are otherwise clearly marked or distinguishable. JD REQUESTS FROM CONSULTANTS OR AGENCIES (1) Preliminary JD Requests: ❑ Completed and signed Preliminary Jurisdictional Determination Formb ❑ Project Coordinates. Latitude Longitude Maps (no larger than 11x17) with Project Boundary Overlay: ❑ Large and small scale maps that depict, at minimum* streets, intersections, towns ❑ Aerial Photography of the project area ❑ USGS Topographic Map ❑ Soil Survey Map ❑ Other Maps, as appropriate (e g. National Wetland Inventory Map, Proposed Site Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps) 6 See Appendix A of this Form From Regulatory Guidance Letter No 08 -02, dated June 26, 2008 Version. December 2013 Page 5 Jurisdictional Determination Request Delineation Information (when applicable)7: Wetlands: Wetland Data Sheets Tributaries: USACE Assessment Forms Upland Data Sheets F] Other Assessment Forms (when appropriate) F] Landscape Photos, if taken F] Field Sketch overlain on legible Map that includes• ■ All aquatic resources (for sites with multiple resources, label and identify) ■ Locations of wetland data points and /or tributary assessment reaches ■ Locations of photo stations ■ Approximate acreage /linear footage of aquatic resources (2) Approved JDs including Verification of a Delineation: ❑✓ Project Coordinates: 35 345286N Latitude -83 60063OW Longitude Maps (no larger than 11 x 17) with Project Boundary Overlay ✓❑ Large and small scale maps that depict, at minimum. streets, intersections, towns ❑✓ Aerial Photography of the project area ❑✓ USGS Topographic Map F✓ Soil Survey Map a✓ Other Maps, as appropriate (e.g National Wetland Inventory Map, Proposed Site Plan, previous delineation maps) 7 1987 Manual Regional Supplements and Data forms can be found at http_ / /www usace army md/ Missions/ CwdWorks/ RegulatorvProgramandPermlts /ree sunp aspx Wetland and Stream Assessment Methodologies can be found at• http / /aortal ncdenr ore /c /document library /get file?uuid= 76f3c58b -dab8- 4960- ba43- 45b7faf06f4c &grouold =38364 and, http //www saw usace army mil/ Portals /59 /dots /regulatorv/publicnotices /2013 /NCSAM Draft User Manual 130318 odf e Delineation information must include, at minimum, one wetland data sheet for each wetland /community type. Version. December 2013 Page 6 jurisdictional Determination Request Delineation Information (when applicable): Wetlands: ❑ Wetland Data Sheets9 Tributaries. ❑ USACE Assessment Forms ❑ Upland Data Sheets ❑ Other Assessment Forms (when appropriate) ❑ Landscape Photos, if taken ❑ Field Sketch overlain on legible Map that includes• • All aquatic resources (for sites with multiple resources, label and identify) • Locations of wetland data points and/or tributary assessment reaches • Locations of photo stations • Approximate acreage /linear footage of aquatic resources Supporting Jurisdictional Information (for Approved JDs only) ❑✓ Approved Jurisdictional Determination Form(s) (also known as "Rapanos Form(s) ") ❑ Map(s) depicting the potential (or lack of potential) hydrologic connection(s), adjacency, etc to navigable waters. 9 Delineation information must include, at minimum, one wetland data sheet for each wetland /community type Version. December 2013 Page 7 Jurisdictional Determination Request 1. REQUESTS FOR CORPS APPROVAL OF SURVEY PLAT Prior to final production of a Plat, the Wilmington District recommends that the Land Surveyor electronically submit a draft of a Survey Plat to the Corps project manager for review Due to storage limitations of our administrative records, the Corps requires that all hard - copy submittals include at least one original Plat (to scale) that is no larger than 1 l "x17" (the use of match lines for larger tracts acceptable). Additional copies of a plat, including those larger than 11''x 17 ", may also be submitted for Corps signature as needed. The Corps also accepts electronic submittals of plats, such as those transmitted as a Portable Document Format (PDF) file Upon verification, the Corps can electronically sign these plats and return them via e-mail to the requestor (1) PLATS SUBMITTED FOR APPROVAL F] Must be sealed and signed by a licensed professional land surveyor Must be to scale (all maps must include both a graphic scale and a verbal scale) F] Must be legible F1Must include a North Arrow, Scale(s), Title, Property Information Must include a legible WoUS Delineation Table of distances and bearings /metes and bounds /GPS coordinates of all surveyed delineation points F] Must clearly depict surveyed property or project boundaries Must clearly identify the known surveyed point(s) used as reference (e g. property corner, USGS monument) When wetlands are depicted: • Must include acreage (or square footage) of wetland polygons • Must identify each wetland polygon using an alphanumeric system Version: December 2013 Page 8 Jurisdictional Determination Request F1When tributaries are depicted• • Must include either a surveyed, approximate centerline of tributary with approximate width of tributary OR surveyed Ordinary High Water Marks (OHWM) of tributary • Must identify each tributary using an alphanumeric system • Must include linear footage of tributaries and calculated area (using approximate widths or surveyed OHWM) • Must include name of tributary (based on the most recent USGS topographic map) or, when no USGS name exists, identify as "unnamed tributary" F] all depicted WoUS (wetland polygons and tributary lines) must intersect or tie -to surveyed project/property boundaries Must include the location of wetland data points and/or tributary assessment reaches F1Must include, label accordingly, and depict acreage of all waters not currently subject to the requirements of the CWA (e g. "isolated wetlands ", "non - jurisdictional waters "). NOTE: An approved JD must be conducted in order to make an official Corps determination that a particular waterbody or wetland is not jurisdictional. Must include and survey all existing conveyances (pipes, culverts, etc.) that transport WoUS Version: December 2013 Page 9 Jurisdictional Determination Request (2) CERTIFICATION LANGUAGE When the entire actual Jurisdictional Boundary is depicted- include the following Corps Certification language: `This certifies that this copy of this plat accurately depicts the boundary of thejurisd►ct►on of Section 404 of the Clean Water Act as determined by the undersigned on this date. Unless there is a change In the law or our published regulations, the determination of Section 404 jurisdiction may be relied upon for a period not to exceed five (5) years from this date. The undersigned completed this determination utilizing the appropriate Regional Supplement to the 1987 U S. Army Corps of Engineers Wetlands Delineation Manuol." Regulatory Official Title: Date• USACE Action ID No.: 0 When uplands may be present within a depicted Jurisdictional Boundary- include the following Corps Certification language. "This certifies that this copy of this plat identifies all areas of waters of the United States regulated pursuant to Section 404 of the Clean Water Act as determined by the undersigned on this date Unless there is change in the law or our published regulations, this determination of Section 404 jurisdiction may be relied upon for o period not to exceed five years from this date. The undersigned completed this determination utilizing the appropriate Regional Supplement to the 1987 U.S Army Corps of Engineers Wetlands Delineation Manual." Regulatory Official: Ti tie • Date: USACE Action ID No. Version: December 2013 Page 10 Jurisdictional Determination Request (3) GPS SURVEYS For Surveys prepared using a Global Positioning System (GPS), the Survey must include all of the above, as well as F] be at sub -meter accuracy at each survey point. include an accuracy verification: One or more known points (property corner, monument) shall be located with the GPS and cross - referenced with the existing traditional property survey (metes and bounds). include a brief description of the GPS equipment utilized. Version: December 2013 Page 11 APPROVED JURISDICTIONAL DETERMINATION FORM U.S. Army Corps of Engineers This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook SECTION I: BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): B. DISTRICT OFFICE, FILE NAME, AND NUMBER: C. PROJECT LOCATION AND BACKGROUND INFORMATION: State.NC County/pansh/borough Swain City- Almond Center coordinates of site (lat/long in degree decimal format) Lat. 35 345286° N, Long -83 600630° W Universal Transverse Mercator Name of nearest waterbody Townhouse Branch Name of nearest Traditional Navigable Water (TNW) Into which the aquatic resource flows Little Tennessee Name of watershed or Hydrologic Unit Code (HUC) Little Tennessee 06010202 ® Check if map /diagram of review area and/or potential jurisdictional areas is/are available upon request. ® Check if other sites (e g., offsite mitigation sites, disposal sites, etc ) are associated with this action and are recorded on a different JD form D. REVIEW PERFORMED FOR SiTE EVALUATION (CHECK ALL THAT APPLY): ® Office (Desk) Determination Date ® Field Determination Date(s) SECTION II• SUMMARY OF FINDINGS A. RHA SECTION 10 DETERMINATION OF JURISDICTION. There MW "navigable wafers of the US " within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the review area. [Required] ® Waters subject to the ebb and flow of the tide ❑ Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce Explain B. CWA SECTION 404 DETERMINATION OF JURISDICTION. There 0 "waters of the US " within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required] 1. Waters of the U.S a. Indicate presence of waters of U.S. in review area (check all that apply): r ® TNWs, including territorial seas ® Wetlands adjacent to TNWs ® Relatively permanent waters' (RPWs) that flow directly or indirectly into TNWs ® Non -RPWs that flow directly or indirectly into TNWs ® Wetlands directly abutting RPWs that flow directly or indirectly into TNWs ® Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs Wetlands adjacent to non -RPWs that flow directly or indirectly'mto TNWs ® Impoundments of junsdictional waters ® Isolated (interstate or intrastate) waters, including isolated wetlands b. identify (estimate) size of waters of the U.S. in the review area: Non - wetland waters 13,570 linear feet: 4 width (ft) and/or 2 36 acres Wetlands 2 43 acres c. Limits (boundaries) of jurisdiction based on _Fa ablle5`1 — yjQHWM Elevation of established OHWM (if known) - 2. Non - regulated waters/wetlands (check if applicable): Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional Explain Boxes checked below shall be supponed by completing the apprupnate sections in Section III below a For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least °seasonally" (e g, typically 3 months) 3 Supporting documentation is presented in Section III F SECTION iII: CWA ANALYSIS A. TNWs AND WETLANDS ADJACENT TO TNWs The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete Section IiI.A.I and Section III.D.I. only; if the aquatic resource Is a wetland adjacent to a TNW, complete Sections III.A.I and 1 and Section III.D.1.; otherwise, see Section IiI.B below 1. TNW Identify TNW Summarize rationale supporting determination 2. Wetland adjacent to TNW Summarize rationale supporting conclusion that wetland is "adjacent" B. CHARACTERISTICS OF TRIBUTARY (THAT iS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY): This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps determine whether or not the standards for jurisdiction established under Rapanos have been met. The agencies will assert jurisdiction over non - navigable tributaries of TNWs where the tributaries are "relatively permanent waters" (RPWs), i.e. tributaries that typically flow year -round or have continuous flow at least seasonally (e.g., typically 3 months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year -round (perennial) flow, skip to Section I1I.D.2 If the aquatic resource is a wetland directly abutting a tributary with perennial flow, skip to Section III.D.4. A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and EPA regions will include in the record any available Information that documents the existence of a significant nexus between a relatively permanent tributary that is not perennial (and Its adjacent wetlands if any) and a traditional navigable water, even though a significant nexus finding is not required as a matter of law. If the waterbody'i is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section IIi.B.I for the tributary, Section III.B.2 for any ons0e wetlands, and Section HLB3 for all wetlands adjacent to that tributary, both onsite and offsite. The determination whether a significant nexus exists is determined in Section III.0 below. 1. Characteristics of non -TNWs that flow directly or indirectly into TNW (1) General Area Conditions: Watershed size List Drainage area Plot +I;1>rt Average annual rainfall inches Average annual snowfall inches (li) Physical Characteristics: (a) Relationship with TNW ❑ Tributary flows directly into TNW ❑ Tributary flows through tributaries before entering TNW Project waters are P71MM river miles from TNW Project waters are river miles from RPW Project waters are &List aerial (straight) miles from TNW. Project waters are ek aerial (straight) miles from RPW Project waters cross or serve as state boundaries Explain Identify flow route to TNW' Tributary stream order, if known 4 Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and West. Flow route can be described by identifying, e g , tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW (b) General Tributary Characteristics (check all that apps Tributary is ❑ Natural ❑ Artificial (man-made) Explain ❑ Manipulated (man- altered) Explain Tributary properties with respect to top of bank (estimate) Average width feet Average depth feet Average side slopes Pck . Primary tributary substrate composition (check all that apply) ❑ Stits ❑ Sands ❑ Concrete ❑ Cobbles ❑ Gravel ❑ Muck ❑ Bedrock ❑ Vegetation Type/% cover ❑ Other Explain Tributary condition/stability f e g, highly eroding, sloughing banks) Explain Presence of run/nffle/pool complexes Explain Tributary geometry Tributary gradient (approximate average slope) % (c) Flow Tributary provides fore -'tom° Estimate average number of flow events in review area/year , elk�]IJst Describe flow regime. Other information on duration and volume Surface flow is i+l . Characteristics Subsurface flow Iek Explain findings ❑ Dye (or other) test performed Tributary has (check all that apply) ❑ Bed and banks ❑ OHWM6 (check all indicators that apply) ❑ clear, natural line impressed on the bank ❑ ❑ changes in the character of soil ❑ ❑ shelving ❑ ❑ vegetation matted down, bent, or absent ❑ ❑ leaf litter disturbed of washed away ❑ ❑ sediment deposition ❑ ❑ water staining ❑ ❑ other (list) ❑ Discontinuous OHWM 7 Explain' If factors other than the OHWM were used to determ ® High Tide Line indicated by ❑ oil or scum line along shore objects ❑ fine shell or debris deposits (foreshore) ❑ physical markings/charactenstics ❑ tidal gauges ❑ other (list) (Ili) Chemical Characteristics: the presence of litter and debris destruction of terrestrial vegetation the presence of wrack line sediment sorting scour multiple observed or predicted flow events abrupt change in plant community ine lateral extent of CWA jurisdiction (check all that apply) Mean High Water Mark indicated by ❑ survey to available datum, ❑ physical markings, ❑ vegetation lines/changes in vegetation types Characterize tributary (e g , water color is clear, discolored, oily film, water quality; general watershed characteristics, etc ) Explain. Identify specific pollutants, if known 6A natural or man -made discontinuity in the OHWM does not necessarily sever jurisdiction (e g, where the stream temporarily flows underground, or where the OHWM has been removed by development or agricultural practices) Where there is a break in the OHWM that is unrelated to the waterbody's flow regime (e g , flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break '[bid (Iv) Biological Characteristics. Channel supports (check all that apply). ❑ Riparian corridor Characteristics (type, average width) ❑ Wetland fringe Characteristics ❑ Habitat for ❑ Federally Listed species Explain findings ❑ Fish/spawn areas Explain findings ❑ Other environmentally - sensitive species Explain findings ❑ Aquatic/wildlife diversity Explain findings 2. Characteristics of wetlands adjacent to non -TNW that flow directly or indirectly into TNW (1) Physical Characteristics: (a) General Wetland Characteristics Properties Wetland size acres Wetland type Explain. Wetland quality Explain Project wetlands cross or serve as state boundaries Explain (b) General Flow Relationship with Non -TNW Flow isI:ta! Explain Surface flow is: Characteristics Subsurface flow- e1[_ I Explain findings ❑ Dye (or other) test performed (c) Wetland Adiacencv Determination with Non -TNW ❑ Directly abutting ❑ Not directly abutting ❑ Discrete wetland hydrologic connection Explain ❑ Ecological connection Explain ❑ Separated by benn/bamer Explain (d) Proximity (Relationship) to TNW Project wetlands are + river miles from TNW Project waters are F aenal (straight) miles from TNW Flow is from - Estimate approximate location of wetland as within the 7 t floodplam (11) Chemical Characteristics: Characterize wetland system (e g , water color is clear, brown, oil film on surface, water quality, general watershed characteristics, etc ) Explain Identify specific pollutants, if known (iii) Biological Characteristics. Wetland supports (check all that apply): ❑ Riparian buffer. Characteristics (type, average width) ❑ Vegetation type/percent cover Explain ❑ Habitat for ❑ Federally Listed species Explain findings ❑ Fish/spawn areas Explain findings ❑ Other environmentally - sensitive species Explain findings ❑ Aquaticlwildlife diversity Explain findings 3. Characteristics of all wetlands adjacent to the tributary (if any) All wetland(s) being considered in the cumulative analysis , tdc —List Approximately ( ) acres in total are being considered in the cumulative analysts For each wetland, specify the following Directly abuts? (Y/N) Size ►n acres Directly abuts? (Y/N) Size (in acres) Summanze overall biological, chemical and physical functions being performed C. SIGNIFICANT NEXUS DETERMINATION A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW. Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a tributary and Its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or outside of a floodplain is not solely determinative of significant nexus. Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and discussed in the Instructional Guidebook. Factors to consider include, for example: • Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW9 • Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW9 • Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that support downstream foodwebs9 • Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or biological integrity of the TNW9 Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented below: 1. Significant nexus findings for non -RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III D Significant nexus findings for non -RPW and its adjacent wetlands, where the non -RPW flows directly or indirectly into TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to Section III D 3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to Section III D D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL THAT APPLY): TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area. ® TNWs linear feet width (ft), Or, acres ® Wetlands adjacent to TNWs acres RPWs that flow directly or indirectly into TNWs. ® Tributaries of TNWs where tributaries typically flow year -round arejunsdictional Provide data and rationale indicating that tributary is perennial Strong bed and bank, substrate sorting, and continuous flow ® Tributaries of TNW where tributaries have continuous flow "seasonally" (e g , typically three months each year) are jurisdictional Data supporting this conclusion is provided at Section III B Provide rationale indicating that tributary flows seasonally Provide estimates for junsdictional waters in the review area (check all that apply) ® Tributary waters 13,570 linear feet 4 width (ft) ® Other non - wetland waters 2.36 acres Identify type(s) of waters Open Water 3. Non -RPWss that flow directly or indirectly into TNWs. Q Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a TNW is junsdichonal Data supporting this conclusion is provided at Section iiI C Provide estimates for jurisdictional waters within the review area (check all that apply) ® Tributary waters linear feet width (ft) ® Other non - wetland waters acres Identify type(s) of waters 4. Wetlands directly abutting an RPW that flow directly or Indirectly into TNWs. ® Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands ® Wetlands directly abutting an RPW where tributaries typically Flow year-round Provide data and rationale indicating that tributary is perennial to Section iIi D 2, above Provide rationale indicating that wetland is directly abutting an RPW Wetlands discharge directly into streams. ® Wetlands directly abutting an RPW where tributaries typically flow "seasonally " Provide data indicating that tributary is seasonal in Section iiI B and rationale in Section iII D 2, above Provide rationale indicating that wetland is directly abutting an RPW Provide acreage estimates forjunsdictional wetlands in the review area` 2.43 acres 5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs. IN Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent and with similarly situated adjacent wetlands, have a significant nexus with a TNW are junsidictional Data supporting this conclusion is provided at Section iII C Provide acreage estimates for jursdictonal wetlands in the review area acres Wetlands adjacent to non -RPWs that flow directly or indirectly into TNWs. Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional Data supporting this conclusion is provided at Section III C Provide estimates forjunsdictional wetlands in the review area acres 7. Impoundments of jurisdictional waters.9 As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional ® Demonstrate that impoundment was created from "waters of the US," or t` Demonstrate that water meets the criteria for one of the categories presented above (l -6), or Demonstrate that water is isolated with a nexus to commerce (see E below) E. ISOLATED [INTERSTATE OR INTRA- STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE, DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY SUCH WATERS (CHECK ALL THAT APPLY):10 ❑m which are or could be used by interstate or foreign travelers for recreational or other purposes © from which fish or shellfish are or could be taken and sold in interstate or foreign commerce ® which are or could be used for industrial purposes by industries in interstate commerce Q interstate isolated waters Explain ® Other factors Explain Identify water body and summarize rationale supporting determination: °See Footnote # 3 9 To complete the analysis refer to the key in Section iIi D 6 of the Instructional Guidebook 10 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos. Provide estimates forlunsdichonal waters in the review area (check all that apply) ® Tributary waters linear feet width (ft) Other non - wetland waters acres Identify type(s) of waters 19 Wetlands acres F. NON - JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY): ® If potential wetlands were assessed within the review area, these areas did'not meet the criteria in the 1987 Corps of Engineers Wetland Delineation Manual and/or appropriate Regional Supplements ® Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce ❑ Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the "Migratory Bird Rule" (MBR) ® Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction Explain. ❑� Other (explain, if not covered above). Provide acreage estimates for nonyunsdictional waters in the review area, where the sole potential basis oflunsdiction is the MBR factors (i e , presence of migratory birds, presence of endangered species,'use of water for irrigated agriculture), using best professional judgment (check all that apply) m Non - wetland waters (i.e., rivers, streams) linear feet width (ft) Lakes/ponds acres ® Other non - wetland waters, acres List type of aquatic resource ® Wetlands acres Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such a finding is required forlunsdiction (check all that apply) ® Non - wetland waters (i e, rivers, streams) linear feet, width (ft). © Lakes/ponds acres. ® Other non- wetland waters acres List type of aquatic resource ® Wetlands acres SECTION IV: DATA SOURCES. A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked and requested, appropriately reference sources below) ® Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant ® Data sheets prepared/submitted by or on behalf of the applicant/consultant. ❑ Office concurs with data sheets/delineation report ❑ Office does not concur with data sheets/delineation report. ® Data sheets prepared by the Corps ® Corps navigable waters' study ® U,S Geological Survey Hydrologic Atlas ❑ USGS NHD data ❑ USGS 8 and 12 digit HUC maps ® U S Geological Survey map(s) Cite scale & quad name. 1.24K Wesser 0 USDA Natural Resources Conservation Service Soil Survey Citation ® National wetlands inventory map(s). Cite name 0 StatelLocal wetland inventory map(s) ® FEMA/FIRM maps ® 100 -year Floodplain Elevation is (National Geodectic Vertical Datum of 1929) ® Photographs: ® Aerial (Name & Date).NCCGIA 2010 or ❑ Other (Name & Date) ® Previous determination(s) File no and date of response letter. Applicable/supporting case law ® Applicable/supporting sciennfic literature © Other information (please specify) B. ADDITIONAL COMMENTS TO SUPPORT JD: This 1D form applies to all streams and wetlands in the review area that drain into Townhouse Branch WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region ProjecUSile i, -o Wad c, City/County ApplicanUOwner Sampling Date a III IIT State tAC. Sampling Point w - KS Investigalor(s) K rt,�rl.tll Section, Township, Range Landlorm (h!Ilslope, terrace, etc) ! oP4�,r*Q>,•c Qra. Local relief (concave, convex, none) 17, ^c.Yt Slope (%) Subregion (LRR or MLRA) VIU" Lai 35 34210 Long ' %3 bo3gLiI Datum NAVg Soil Map Unit Name S, D sq.•Ll NWI classification tYA Are climatic / hydrologic conditions on the site typical for this time of year? Yes �_ No (If no, explain In Remarks ) Are Vegetation _ , Soil . or Hydrology significantly disturbed? Are *Normal Circumstances' present? Yes X No Are Vegetation _ . Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks) SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects. important features, etc. Hydrophytic Vegetation Present? Yes X No Hydric Sal Present? Yes X No Is the Sampled Area Wetland Hydrology Present? Yes No within a Wetland? Yes _. ( No HYDROLOGY Wetland Hydrology Indicators- Primary Indicators (minimum or anti !� re�+uR_e,_r. Surface Water (Al) Ctio'k au tt,pt --A Secondary Indicators fndnimum of two ren �tradt _ Surface Soil Cracks (86) High Water Table (A2) _ True Aquatic Plants (B14) _ Sparsely Vegetated Concave Surface (Be) _ Saturation (A3) _ Hydrogen Sulfide Odor (CI) _Drainage Patterns (810) tea Water Marks _ Oxidized Rhizospheres on Living Roots (C3) _ Moss Trim Lines (B16) _ _ Sediment Deposits (82) Deposits _ Presence of Reduced Iron (C4) _ Recent Iron Reduction In Tilled Soils (C6) _ Dry- Season Water Table (C2) _ Crayfish Burrows (Ca) Drift _ Alga Mat or Deposits rust Algal Mai or Crust (B4) _ Thin Muck Surface (C7) _ Saturation Visible on Aerial Imagery (C9) _ Iron Deposits (85) _ Other (Explain In Remarks) _ Stunted or Stressed Plants (D7) _ Geomorphic Position (D2) _ Inundation Visible on Aerial Imagery (B7) Shallow Aquitard (D3) _ Water - Stained Leaves (89) _ _ Microtopotgraphic Relief (D4) _ Aquatic Fauna (B13) _ FAC- Neutral Test (D5) Field Observations: Surface Water Present? Yes _ CX No Depth(inches) r'wF Water Table Present? Yes X No Depth (inches). o to Saturation Present? Yes X Na ndudes capillary frin e Depth (inches) n_I�. Wetland Hydrology Present? Yes X No Describe Recorded Data (stream gauge, monitoring welL aerial photos, previous inspections), if available Remarks US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 VEGETATION (Four Strata) — Use scientific names of plants. Tree Stratum (Plotsize ) over Soecies7 Status 2 4 6 7 Total Cover 50% of total cover 20% of total cover Sapling/Shrub Stratum (Plot size 1 1 t)l_.4 Secc�lek� 3 �S DSL 2. 3. 4 5 6 7 8 9 Total Cover 50% of total cover 20% of total cover- Herb Stratum (Plot size L_�� ^gut t?wSUS rJ0 tS fraLw 2 (trs..:N 40 Yes FACW 3 4. 5 6 7 8 9 10 11 Samalina Point W-A Number of Dominant Species That Are OBL, FACW, or FAC (A) Total Number of Dominant 2 Species Across All Strata / (B) Percent of Dominant Species lob That Are OBL, FACW, or FAC (A)B) Total % Cover of Multtoly by OBL species x i = FACW species x 2 = FAC species x3- FACU species x 4 = UPL species x 5 = Column Totals (A) (B) Prevalence Index - B/A - _ 1 - Rapid Test for Hydrophytic Vegetation LC 2 - Dominance Test Is >50% _ 3 - Prevalence Index is s3 0' _ 4 - Morphological Adaptations' (Provide supporting data In Remarks or on a separate sheet) Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydnc sob and wetland hydrology must be present, unless disturbed or problematic Tree - Woody plants, excluding vines, 3 in (7 6 cm) or more In diameter at breast height (DBH), regardless or height 5aplingishrub - Woody plants, excluding vines, less than 3 In DBH and greater than or equal to 3 28 It (1 m) tail Herb - Ail herbaceous (non- woody) plants, regardless = Total Cover of size, and woody plants less than 3 28 R tall 50% of total cover 20% of total cover Woody Vine Stratum (Plot size ) Woody vine - All woody vines greater than 3 28 ft In 1 height 2 3 4 5 Hydrophytic Vegetation Total Cover Present? Yes -,.,X— No 50% of total cover 20% of total cover rs here or an a separate US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0 SOIL Samnhnn Pnint- W -KR Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of Indicators) Depth Matrix _ Redox Features inches Color (molsil % Color (moist? % Tvoe Loci Texture Remarks o-!a.— ►rya. �r4 g� s y/b 3 c M u A. 'Type C= Concentration. D =De lebon, RM= Reduced Matrix, MS= Masked Sand Grains 'Location PL =Pore Lining, M= Matrix. Hydric Soil Indicators. Indicators for Problematic Hydric SOIIS3: _ Histosol (Al) _ Dark Surface (S7) _ 2 cm Muck (A10) (MLRA 147) _ Htstic Epipedon (A2) _ Patyvalue Below Surface (S8) (MLRA 147,148) _ Coast Prame Redox (A16) _ Black Histic (A3) _ Thin Dark Surface (S9) (MLRA 147,148) (MLRA 147,148) Hydrogen Sulfide (A4) Loamy Gleyed Matrix (F2) _ Piedmont Floodplafn Soils (1779) _ Stratified Layers (A5) Depleted Matrix (F3) (MLRA 136,147) _ 2 cm Muck (A10) (LRR N) — Redox Dark Surface (F6) _ Very Shallow Dark Surface (TF12) _ Depleted Below Dark Surface (A11) _ Depleted Dark Surface (F7) _ Other (Explain on Remarks) _ Thick Dark Surface (Al 2) _ Redox Depressions (Fa) _ Sandy Mucky Mineral (S1) (LRR N, _ Iron - Manganese Masses (F12) (LRR N, MLRA 147,148) MLRA 136) _ Sandy Gleyed Matrix (S4) _ Umbric Surface (F13) (MLRA 136,122) 'Indicators of hydrophytic vegetation and _ Sandy Redox (S5) _ Piedmont Floodplain Solis (1719) (MLRA 148) wetland hydrology must be present, _ Stripped Matrix (S6) _ Red Parent Material (F21) (MLRA 127,147) unless disturbed or problematic Restrictive Layef Of observed). Type Depth (inches) Hydric Solt Present? Yes X No US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0 WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region Project/Site (2-0 %1. a;a City /County Swm-e) Sampling Date Applicant/Owner Stale OIL- Sampling Point W -Kr_ Investigators) Section, Township, Range Landrarm (hillstope, terrace, etc) I�prsatsel. ;� dint,,, Local relief (concave, convex, none) �Ka.e. Slope (%)- L �- Subregion (LRR orMLRA) LMrA Let. _ 35 3ti$ -1135 Long -$3- b °aiqa Datum T4 AD 8 Sod Map Unit Name -1 hC. NWI classification N /A Are climatic / hydrologic conditions on the site typical for this time of year? Yes _� No (If no, explain in Remarks) Are Vegetation . Sod or Hydrology significantly disturbed? Are 'Normal Circumstances" present? Yes �C _ No Are Vegetaban _ . Soil . or Hydrology naturally problematic? (if needed, explain any answers in Remarks SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transacts. imnnrtant fpahirac ate- Hydrophydc Vegetation Present? Yes X_ No Hydric Sod Present? Yes _ A No Is the Sampled Area Welland Hydrology Present? Yes ( No within a Wetland? Yes _IX-- No r1 T IJKULUlt T Wetland Hydrology Indicators: Secondary Indicators fminttnum of two requuedl teary Indicators (minimum of one is reouired• Surface Water (Al) Cherie all that nr)prVi _ Surface Soil Cracks (86) _ True Aquatic Plants (814) _ Sparsely Vegetated Concave Surface (86) _ High Water Table (A2) _ Hydrogen Sulfide Odor (Cl) _ Drainage Patterns (1370) Saturation (A3) _ Oxidized Rhizospheres on Living Roots (0) _ Moss Trim Lines (816) _ Water Marks (131) _ Presence of Reduced Iron (C4) _ Dry- Season Water Table (C2) _ Sediment Deposits (B2) _ Recent Iran Reduction In Tilled Soils (C6) _ Crayfish Burrows (CS) _ Drift Deposits (B3) _ Thin Muck Surface (C7) _ Saturation Visible on Aerial Imagery (C9) _- Algal Mat or Crust (134) _ Other (Explain in Remarks) _ Stunted or Stressed Plants (137) _ Iron Deposits (85) ,L Geomorphic Position (02) _ Inundation Visible on Aerial Imagery (B7) _ Shallow Aquitard (D3) X Water- Staffed Leaves (139) _ Micratopographic Relief (D4) _ Aquatic Fauna (813) _ FAC- Neutral Test (D5) Feld Observations: Surface Water Resent? Yes l' _ No Depth (inches) rote. Water Table Present? Yes A No Depth (inches)- 0-1,,X Saturation Present? Yes _A No ncludes ca illa frin e) Depth (inches) OO_ _. 1>, Wetland Hydrology Present? Yes No Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available Remarks US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0 VEGETATION (Four Strata) - Use scientific names of plants Absolute Dominant Indicator Tree Stratum (Plot size ) % Cover Soecles7 Status 1 2 3 4 5 6 7 1 2 3 4 5 = Total Cove 50% of total cover 20% of total cover_ rks (Include photo numbers here or on a separate sheet) Sampllnq Point ^l -& Number of Dominant Species That Are OBL, FACW, WFAC (A) Total Number of Dominant Species Across All Strata oZ (8) Percent of Dominant Species That Are OBL, FACW, or FAC too (AfB) Total % Cover of MuIIIDIv by = Total Cover xi. 50% of total cover 20% of total cover SaohnglShnd) Stratum (Plot size t FACU spades 1 UPL species NItS al( 2 (A) (B) 3 4 5 6 7 8 s = Total Cover 50% of total cover. 20% Of total cover Herb Stralum (Plot size ) 1 eQ-.u,. 5 2 - ±AGyj 4 5 6 7 8 9 10 11 = Total Cover 50% of total cover 20% of total cover. _Woody Vine Stratum (Plot size. ) 1 2 3 4 5 = Total Cove 50% of total cover 20% of total cover_ rks (Include photo numbers here or on a separate sheet) Sampllnq Point ^l -& Number of Dominant Species That Are OBL, FACW, WFAC (A) Total Number of Dominant Species Across All Strata oZ (8) Percent of Dominant Species That Are OBL, FACW, or FAC too (AfB) Total % Cover of MuIIIDIv by 081- species xi. FACW species x 2 - FAC spedes x 3 = FACU spades x 4 - UPL species x 5 = Column Totals. (A) (B) Prevalence Index = B!A - — 1 - Rapid Test for Hydrophybc Vegetation ZC 2 - Dominance Test is -50% _ 3 - Prevalence Index Is s3.0' _ 4 - Morphological Adaptations' (Provide supporting date in Remarks or on a separate sheet) _ Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic Tree - Woody plants, excluding vines, 3 in. (7 6 cm) or more in diameter at breast height (1381-1), regardless of height. SapiingfShnrb - Woody plants, excluding vines, less than 3 in DSH and greater than or equal to 3 28 ft (1 m) tall. Herb - A8 herbaceous (non woody) plants, regardless of size, and woody plants less than 3 28 It tall Woody vine - All woody vines greater than 3 28 h in I Hydrophylic Vegetation r Present? Yes No US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point- `kKL Profile Description. (Describe to the depth needed to document the indicator or confirm the absence of indicators ) Depth Matrix inches — Color (moisil % Redox Feature _Color (moist) % Tine Loc Texture Remarks 0 -1 _IOYQ Lila 9�T 1019 =11if. S C ►a.., 'Type C= Concentrallon, D =De lelron. RM= Reduced Matrix. MS-Masked Sand Grains Hydric Soil Indicators: :Location PL =Pore Lining. M= Matrix. _ Histosol (Al) Dark Surface (S7) Indicators for Problem adc Hydric Solls': _ Hlstic Epipedon (A2) _, _ Polyvalue Below Surface (S8) (MLRA 147, 148) _ 2 an Muck (A10) (MLRA 147) Coast Prairie Redox (Al 6) _ Black Histic (A3) Hydrogen Suiride (A4) _ Thin Dark Surface (S9) (MLRA 147,148) _ (MLRA 147, 148) _ _ Stratifted Layers (A5) _ Loamy Gleyed Matrix (F2) Depleted Matrix (173) _ Piedmont Floodplain Soils (1779) _, 2 an Muck (A10) (LRR N) Depleted Below Dark Surface (A11) _ Redox Dark Surface (F6) (MLRA 136,147) _ Very Shallow Dark Surface (TF12) — _ Thick Dark Surface (Al2) _ Depleted Dark Surface (F7) _ Redox Depressions (178) _ Other (Explain in Remarks) _, Sandy Mucky Mineral (S7) (LRR N, _ Iron- Manganese Masses (F12) (LRR N, MLRA 147,148) MLRA 136) _ Sandy Gleyed Matrix (S4) Sandy Redox (SS) _ Umbnc Surface (F13) (MLRA,136, 122) 'Indicators of hydrophyhc vegetation and _ _ Stripped Matrix (S6) _ Piedmont Floodplain Sails (1719) (MLRA 148) _ Red Parent Material (F21) (MLRA 127,147) wetland hydrology must be present Restrictive Layer of observed). unless disturbed or problematic Type Depth (inches) Hydric Soil Present? Yes. No Remarks US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2 0 WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region Project/Site C&-? } I��� City /County 5w&,1 Sampling Date 9141I; Appllcant/Owner State tAC- Sampling Point. Investigator(s) It A -4d,,,,A Section, Township, Range• Landform (hllslope, terrace, etc) lctnv Local relief (concave, convex, none) Co++ a Slope ( %) Subregion (LRR or MLRA) L94-1-1 Lai 35 3q q q 58 Long 'S53 6003p3 Datum aA� Sod Map Unit Name Cw A - Cvlowhu - z V NWI classification a Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain In Remarks) Are Vegetation , Soil or Hydrology significantly disturbed? Are 'Normal Circumstances' present? Yes X_ No Are Vegetation . Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks) SUMMARY OF FINDINGS - Attach site map showing sampling point locations. transectS. important features_ Ptr Hydrophytic Vegetation Present? Yes k No Hydric Sol Present? Yes � No Is the Sampled Area within a Weiland? Yes_ No Welland Hydrology Present? Yes -2L_ No Remarks ri YUKULUUY Wetland Hydrology Indicators: Secondery Indicators (minimum of two requred) Plhnary Indicators (minimum of one is recurred check all that apply) _ Surface Soil Cracks (86) _ Surface Water (A1) _ True Aquatic Plants (814) _ Sparsely Vegetated Concave Surface (BB) _ High Water Table (A2) _ Hydrogen Sulfide Odor (Cl) Drainage Patterns (810) 1L Saturation (A3) _ Oxidized Rhizospheres on Living Roots (C3) _ Moss True Lines (Bi6) _ Water Marks (81) _ Presence of Reduced Iron (C4) _ Dry- Season Water Table (C2) _ Sediment Deposits (B2) _ Recent Iron Reduction In Tilled Soils (C6) _ Crayfish Burrows (C8) _ Drift Deposits (83) _ Thin Muck Surface (C7) _ Saturation Visible on Aerial Imagery (C9) _ Algal Mat or Crust (B4) _ Other (Explain in Remarks) _ Stunted or Stressed Plants (01) _ Iron Deposits (85) Y, Geomorphic Position (132) _ Inundation Visible on Aerial Imagery (B7) _ Shallow Aquitard (D3) Water - Stained Leaves (89) _ Microtopographic Relief (D4) _ Aquatic Fauna (B7 3) _ FAC- Neutral Test (DS) Field Observations. Surface Water Present? Yes No X Depth (Inches). Water Table Present? Yes _X No Depth (inches): + IC Saturation Present7 Yes No (includes capillary fringe) Depth (inches). 0 Wetland Hydrology Present? Yes -A— No _ Describe Recorded Data (stream gauge, monitoring wen, aerial photos, previous inspections), if available Remarks US Army Corps or Engineers Eastern Mountains and Piedmont - Version 2 0 VEGETATION (Four Strata) - Use scientific names of plants Absolute Dominant Indic-1-i Tree Stratum (Plot size ) % Cover Soecies7 Status 2 3 4 5 6 7 Total Cover 50% of total cover 20% of total cover_ photo numbers here or on a separate sheet ) Samohna Point. 4.1'1D Number of Dominant Species 3 That Are OBL, FACW, or FAC (A) Total Number of Dominant 3 Species Across All Strata (B) Percent or Dominant Species (o 0 That Are OBL, FACW, or FAC (A1B) Total 9f Cover of = Total Cover 50% of total cover 20% of total cover Sapling /Shrub Stratum (Plot size t x 2 = 1 ln,� Secr�la}+� SSd _ Yes 05L 2 x 4 = 3 x 5 = 4 (A) (B) 5 B/A - 6 7 e 9 = Total Cover 50% of total cover 2o% of total cover Herb Stratum (Plot size. ) 1 Carte `g .35_ t3 Ar-W 2 rrniuti �_ —�— C,,,-_, �'� 3 4 5 6 7 8 9 10 11 - Total Cover 50% of total cover 20% of total cover Woody Vine Stratum (Plot size. ) 1 2 3 4 5 Total Cover 50% of total cover 20% of total cover_ photo numbers here or on a separate sheet ) Samohna Point. 4.1'1D Number of Dominant Species 3 That Are OBL, FACW, or FAC (A) Total Number of Dominant 3 Species Across All Strata (B) Percent or Dominant Species (o 0 That Are OBL, FACW, or FAC (A1B) Total 9f Cover of Multiply by OBL species xi = FACW species x 2 = FAC species x 3 - FACU species x 4 = UPL species x 5 = Column Totals (A) (B) Prevalence Index - B/A - _ 1 - Rapid Test for Hydrophydc Vegetation 2 - Dominance Test is X50% _ 3 - Prevalence Index is 53 0' _ 4 - Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) _ Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydnc soil and wetland hydrology must be present, unless disturbed or problematic. Tres - Woody plants, excluding vines, 3 In (7 6 cm) or more in diameter at breast height (DBH), regardless of height. SaplingiShrub - Woody plants, excluding vines, less than 3 M DBH and greater than or equal to 3 28 ft (1 m) tall Herb - All herbaceous (non - woody) plants, regardless of size, and woody plants less than 3 28 ft tall Woody vine - All woody vines greater than 3 28 it in Hydrophytic Vegetation Present? Yes X No US Army Corps or Engineers Eastern Mountains and Piedmont - Version 2 0 SOIL Samnlinn Pnrnt w -ren Profile Description (Describe to the depth needed to document the Indicator or confine the absence of indicators.) Depth Matrix Inches Color (moist) % Redox Features Color (moist) % Type' Loc Texture Remarks b-Q_ 1049- 4/1 45 to `/a- `i /L 5 C 'T a C =Concentration. D=De letion, RM= Reduced Matrix MS= Masked Sand Grains 'Location PL-Pore Lmin M= Matnx. Hydric Soil Indicators: , Indicators for Problematic Hydric Sails'. _ Hislosol (Al) _ Dark Surface (S7) _ 2 cm Muck (A10) (MLRA 147) _ Histic Epipedon (A2) _ Polyvalue Below Surface (S8) (MLRA 147,148) _ Coast Prairie Redox (A16) _ Black Histic (A3) _ Thin Dark Surface (S9) (MLRA 147,148) (MLRA 147, 148) _ Hydrogen Sulfide (A4) _ Loamy Gleyed Matrix (F2) _ Piedmont Floodplain Soils (F19) _ Stratified Layers (AS) Depleted Matrix (F3) (MLRA 136, 147) _ 2 cm Muck (A10) (I-RR N) _ Redox Dark Surface (176) _ Very Shallow Dark Surface (TF12) _ Depleted Below Dark Surface (All) _ Depleted Dark Surface (F7) _ Other (Explain in Remarks) _ Thick Dark Surface (Al2) _ Redox Depressions (178) _ Sandy Mucky Mineral (Sl) (LRR N. _ Iron- Manganese Masses (F12) (LRR N, MLRA 147,148) MLRA 136) — Sandy Gleyed Matrix (S4) _ Umbric Surface (Fl 3) (MLRA 136, 122) 'Indicators of hydrophytic vegetation and _ Sandy Redox (SS) _ Piedmont Floodplam Soils (F19) (MLRA 148) wetland hydrology must be present, _ Stripped Matrix (S6) _, Red Parent Material (F21) (MLRA 127,147) unless disturbed or problematic. Restrictive Layer (it observed): Type Depth (inches) - Hydric Soil Present? Yes_ No US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0 Camp Watia ( +/- 252 Acres) Z m C O m c 0 co Q •c a� 0 to N J N _:•., p Lo 0 = = c co CM M M LL 1 `." "�,�° � -ter ,��•' e . M ���� y21 f l C N /0 ��� — Q N �p i C N LL Ln V + N l' \ I lili i` 1�4 o ca �'� \ \,�4>� L. CD N m `.` :a. lam.• CY) Q ^— r�� r �0 P I ,..�• , I � ' ; , __)� fir, , ; • __ �'� ,�,�* —'- � k x: ;•�' S+� cn n r. r CVO E J Q CD c d N� 0 N v C N N I LL 0 r a V, �a N- 0 0 1'7 O O O U N r is oW " co Y a['1 O _ f'f Q N O {3 r N y �j 3 N M t an f0 r w O) O C N 0 N O O ~ as rvi�m$g� c O ` 'a °i no N u O cu ti E a b!3 � Q y "V ca U � C s a e° - LL 47 _ to r a0 Q1 O ^ Pl CCS L ^�' to N J N _:•., p Lo 0 = = c co CM M M LL 1 `." "�,�° � -ter ,��•' e . M ���� y21 f l C N /0 ��� — Q N �p i C N LL Ln V + N l' \ I lili i` 1�4 o ca �'� \ \,�4>� L. 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