Loading...
HomeMy WebLinkAbout20240038 Ver 1_AB_Tech_Restoration_PCN_Supporting_Docs_20231222Wit* WILDLANDS E N G I N E E R I N G MEMORANDUM TO: 401/404 Permit Reviewer FROM: Jessica Waller, Wildlands Engineering DATE: December 19, 2023 RE: Pre -Construction Notification Pursuant to Nationwide Permit No. 27, Water Quality General Certification No. 4225 & Jurisdictional Determination Request - Supporting Documentation AB TECH — HAITH BRANCH AND GULLEY RESTORATION Buncombe County, NC On behalf of River Link, Wildlands Engineering, Inc. (Wildlands) is submitting a Pre -Construction Notification (PCN) and Jurisdictional Determination Request. The AB Tech — Haith Branch and Gulley Restoration Site (Site) is within Buncombe County, NC in the city of Asheville on the AB Tech Community College, Asheville Campus. (Figures 1-2). Wildlands Engineering is working on behalf of the property owners to restore eroded sections of stream and improve stormwater conveyance. Project Overview The AB Tech — Haith Branch and Gulley Restoration project is being developed to restore and stabilize heavily eroded sections of Haith Branch, associated unnamed tributaries, and an ephemeral gulley that receive stormwater from adjacent AB Tech developments. Stream restoration will involve construction of new channel pattern, profile, and dimension. Instream structures including log sills, rock toe protection, brush toe, and constructed, chunky, and woody riffles will be installed to provide stability and habitat. The gulley will be designed with similar stabilization features with the addition of cascades and rock sills coupled with created wetlands for supplemental water storage. Riparian and floodplain areas will be revegetated with native species and invasives will be treated. Methodology Wildlands delineated potential wetland waters within and immediately adjacent to the proposed project area using the USACE Routine On -Site Determination Method defined by the 1987 Corps of Engineers Wetlands Delineation Manual and subsequent Eastern Mountain and Piedmont Regional Supplement Version 2.0 (2012). Wetland Determination Data Forms representative of on -site wetland and upland areas are enclosed (DPI-DP4). Non -wetland waters (streams) were reviewed using USACE Ordinary High -Water Marks guidance (2005) and classified using the North Carolina Department of Water Resources (NCDWR) Methodology for Identification of Intermittent and Perennial Streams and Their Origins (Version 4.11, 2010). NCDWR Stream Classification Forms representative of on -site stream channels are enclosed (SCP1-SCP4). Field Investigation Results Results of the field investigation revealed 3 streams, 1 ephemeral conveyance, and 4 wetlands (A-D) located within the assessment area (Figure 3.0-3.2). On -site streams include Haith Branch and 2 accompanying tributaries comprised of UT1 and UT2. An ephemeral storm water conveyance channel begins at the outlet of a culvert on the southeastern end of the site and forks to eventually become UT1 and UT2. There are no special regulatory classifications associated with any streams or tributaries within the assessment area. On -site streams are located within the French Broad River Basin (HUC 06010105). Approximate linear footage and acreage of potential on -site waters are summarized in Table 1. Table 1: Summary of Potential On -Site Waters JURISDICTIONAL FEATURE CLASSIFICATION LENGTH (LF) ACREAGE (AC) Haith Branch Perennial 1669 - UT1 Perennial 69 - UT2 Intermittent 188 - UT1/UT2 Ephemeral 620 - Wetland A Bottomland Hardwood Forest - 0.018 Wetland B Bottomland Hardwood Forest - 0.077 Wetland C Bottomland Hardwood Forest - 0.005 Wetland D Bottomland Hardwood Forest - 0.007 TOTAL 2546 0.107 Soil types within the assessment area include Evard-Cowee complex, 15-30% slopes moderately eroded (EvD2), Tate loam basin, 8-15% slopes (TaC), and Udorthents-urban land complex, 2-50% slopes (UhE). All soil types are well drained to excessively drained, non-hydric, and have moderately steep to steep slopes. Soil mapping units are from the U.S. Department of Agriculture (USDA) Natural Resources Conservation Service (NRCS) Web Soil Survey website (https://websoiIsurvey.sc.egov.usda.gov/App/HomePage.htm). On -site soils are mapped in Figure 4. Supporting Documentation Table of Contents Figure1— Vicinity Map.................................................................................................................... 5 Figure2 — USGS Map........................................................................................................................ 6 Figure3 — Delineation Map.............................................................................................................. 7 Figure4 —Soil Map........................................................................................................................... 8 Figure 5 —Aquatic Resources Impact Map......................................................................................9 NCDWR 401 Pre -Filing Email..........................................................................................................10 Preliminary ORM Data Entry Fields for New Actions.....................................................................12 Jurisdictional Determination Request...........................................................................................14 Landowner Authorization Form.....................................................................................................22 Buncombe County Parcel Map......................................................................................................23 Preliminary Jurisdictional Determination Form.............................................................................26 Representative Site Photographs..................................................................................................30 USACE Wetland Determination Forms and NCDWQ Stream Identification Forms.......................34 Antecedent Precipitation Plot........................................................................................................51 Construction Plan Sheets...............................................................................................................53 Please do not hesitate to contact meat 504-913-6238 or at jwaIler@wildIandseng.com should you have any questions. Sincerely, Lf/ Jessica Waller Environmental Scientist AB Tech - Hatih Branch and Gulley Restoration Figures Hydrologic Unit Code (14-Digit) - o Project Parcels Project Location Elk Mountain Country Club of Q� 26 o� Elk Mountain Asheville 06010105090020 �ea�z�aa Beaver Lake Grace Meadi;kwe! 06010105080010 '5»n 2l 9 6 3191 It /f y° 06010105090010 I Chunn Cove \r,tford Hills Haw Creek 63 ° � c Asheville v o Crowne Plaza Tennis & Golf A New Le;, Resort SP HwY Z„ `Q. ` 06010105070040 as TunnelR Beverly Hills West As�vTl%�� zs Kenilworth a Rd Sulpha ° Springs + gt a Ya Malvern Hills a° Mea Oakley P � a k i. .y R d 06010105060030 1 1 `~� d a� Shiloh 4 ` G Bilt\e 'radley Fares Cove 06010105050010 */ Biltmore Forest Country Club Ve able Bus �� 1----\ / 500 ft / � P 2` 2473 ft qa 1 Valley Springs 1 Bent Creek 1 i f, e S c c M e Mou � l N"' '"',l�o Ducker \ Busbee - k Mountain Pa a 1 a � 06010105040010 n F r arpwn s Ilk rr +-�. AAn In,t-� Ca Figure 1 Vicinity Map W I LD LAN D S AB Tech - Haen Branch and Gulley Restoration ENGINEERING French Broad River Basin 06010105 0 0.5 1 Miles I I I Buncombe County, NC Q Project Parcels LIARDAVE Assessment Area O Site Latitude/Longitude Location � - Q AND ST I � ,� N 00� �� po � ST rn � y.Q 2 m �Al LETT 5T.., m r P ti o f' - O H - �. S Figure 2 USGS Topographic Map WILD LANDS AB Tech - Haith Branch and Gulley Restoration ENGINEERING French Broad River Basin 06010105 0 500 1,000 Feet I I I Buncombe County, NC = LL O I E No � �T2 O 0 d c m o , m 0 mai •• o Y N Y fV Vi «Nw k. AB Tech - Haith Branch and Gulley Restoration Site Pre -Filing Email Jessica Waller From: 401 PreFile <401 PreFile@deq.nc.gov> Sent: Friday, November 3, 2023 2:00 PM To: Jessica Waller Subject: Automatic reply: [External] 401/Buffer Pre -filing Meeting Request This email confirms receipt of your pre -filing meeting request. Please retain this email for your records and submit this documentation as part of your 401 application (PCN Application) as required by federal law. DWR will not be able to accept your application without this federally required documentation. 401 applications received without documentation that a pre -filing meeting request was submitted at least 30 days prior will be returned as incomplete. Responses to this email are not monitored. If you need to contact 401/Buffer Permitting Staff, please use the following link(s) to access of staff contact list(s). For Non -Transportation Central Staff: https://deg.nc.gov/about/divisions/water-resources/water-quality-permitting/401-buffer-permitting/401- buffer-permitting-contacts For Non -Transportation Regional Staff: https://edocs.deg.nc.gov/WaterResources/DocView.aspx?dbid=0&id=2162034&cr=1 For all Transportation Projects Including NCDOT Projects: https://deg.nc.gov/about/divisions/water-resources/water-resources-permits/transportation- permitting/staff-contacts Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized state official. AB Tech - Haith Branch and Gulley Restoration Site Preliminary ORM Data Entry Fields for New Actions Preliminary ORM Data Entry Fields for New Actions ACTION ID #: SAW- Begin Date (Date Received): Prepare rile folder ❑ Assign Action ID Number in ORM ❑ 1. Project Name [PCN Form A2a]: AB Tech Stream Restoration Site 2. Work Type: ❑Private ❑Institutional ❑✓ Government ❑ Commercial 3. Project Description / Purpose [PCN Form 133d and B3e]: The AB Tech - Haith Branch and Gulley Restoration project is being conducted to restore and stabilize heavily eroded sections of Haith Branch, associated unnamed tributaries, and ephemeral rainwater conveyances that receive storm water from adjacent AB Tech developments. The project proposes to restore approximately 1,341 linear feet of stream, revegetate riparian and floodplain areas with native species, and treat invasive species. 4. Property Owner / Applicant [PCN Form A3 or A4]: Wildlands Engineering, Inc. (Applicant) POC: Jess Waller 167-B Haywood Road, Asheville, NC, 28806 Phone: (828)774-5547 x109/ Email: jwaller@wildlandseng.com 5. Agent / Consultant [PNC Form A5 — or ORM Consultant ID Number]: Jess Waller, 167-B Haywood Road, Asheville, NC, 28806 6. Related Action ID Number(s) [PCN Form B5b]: 7. Project Location —Coordinates, Street Address, and/or Location Description [PCN Form Blb]: Coordinates: 35.572441 N,-82.561255 W Street Address: 89 Facilities Way, Asheville, NC 28801 8. Project Location— Tax Parcel ID [PCN Form Bla]: PIN: 964821453100000 9. Project Location — County [PCN Form A2b]: Buncombe 10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Asheville, NC 11. Project Information — Nearest Waterbody [PCN Form 132a]: French Broad River 12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form 132c]: French Broad River Basin 06010105 Authorization: Section 10 ❑ Section 404 ❑✓ Regulatory Action Type: Standard Permit ✓ Nationwide Permit # Regional General Permit # L✓J Jurisdictional Determination Request Section 10 and 404 ❑ ✓ Pre -Application Request Unauthorized Activity Compliance No Permit Required Revised 20150602 AB Tech - Haith Branch and Gulley Restoration Jurisdictional Determination Request Form urisdictional Determination Reauest US Army Corps of Engineers. Wilmington District 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 via mail, electronic mail, or facsimile. Requests should be sent to the appropriate project manager of the county in which the property is located. A current list of project managers by assigned counties can be found on-line at: http://www.saw.usace.aimy.mil/Missions/Re alatoiyPermitProgram/Contact/CountyLocator.aWx, by calling 910-251-4633, or by contacting any of the field offices listed below. Once your request is received you will be contacted by a Corps project manager. ASHEVILLE & CHARLOTTE REGULATORY FIELD OFFICES 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) 554-4884 Fax Number: (919) 562-0421 INSTRUCTIONS: WASHINGTON REGULATORY FIELD OFFICE US Army Corps of Engineers 2407 West Fifth Street Washington, North Carolina 27889 General Number: (910) 251-4610 Fax Number: (252) 975-1399 WILMINGTON REGULATORY FIELD OFFICE US Army Corps of Engineers 69 Darlington Avenue Wilmington, North Carolina 28403 General Number: 910-251-4633 Fax Number: (910) 251-4025 All requestors must complete Parts A, B, C, D, E, F and G. 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 H. 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(s) or the owner(s) authorized agent 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: May 2017 Page 1 Jurisdictional Determination Request A. PARCEL INFORMATION Street Address: 89 Facilities Wa City, State: Asheville, NC County: Buncombe Parcel Index Number(s) (PIN): 964821453100000 B. REQUESTOR INFORMATION Name: Jessica Waller Mailing Address: 167-B Haywood Road Asheville, NC Telephone Number: 828-774-5547 x109 Electronic Mail Address: jwaller@wildlandseng.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: Asheville Buncombe County Technical College Mailing Address: 340 Victoria Street Asheville, NC, 28807 Telephone Number: 828-398-711 1 Electronic Mail Address: dirkwilmoth@abtech.edu ' Must provide completed Agent Authorization Form/Letter. 2 Documentation of ownership also needs to be provided with request (copy of Deed, County GIS/ParceVrax Record). Version: May 2017 Page 2 Jurisdictional Determination Request D. PROPERTY ACCESS CERTIFICATION',4 By signing below, I 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, if necessary, and issuing a jurisdictional determination pursuant to Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the undersigned, am either a duly authorized owner of record of the property identified herein, or acting as the duly authorized agent of the owner of record of the property. Jessica Waller Print Name Capacity: ❑ Owner Z Authorized Agents 12/19/2023 Date Signature E. REASON FOR JD REQUEST: (Check as many as applicable) ❑ I intend to construct/develop a projector perform activities on this parcel which would be designed to avoid all aquatic resources. ❑ I intend to construct/develop a projector perform activities on this parcel which would be designed to avoid all jurisdictional aquatic resources under Corps authority. I intend to construct/develop a projector perform activities on this parcel which may require authorization from the Corps, and the JD would be used to avoid and minimize impacts to jurisdictional aquatic resources and as an initial step in a future permitting process. ❑✓ I intend to construct/develop a projector perform activities on this parcel which may require authorization from the Corps; this request is accompanied by my permit application and the JD is to be used in the permitting process. ❑ I intend to construct/develop a project or perform activities in a navigable water of the U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of the tide. ❑ A Corps JD is required in order obtain my local/state authorization. ❑ I intend to contest jurisdiction over a particular aquatic resource and request the Corps confirm that jurisdiction does/does not exist over the aquatic resource on the parcel. ❑ I believe that the site may be comprised entirely of dry land. ❑ Other: s For NCDOT requests following the current NCDOT/USAGE protocols, skip to Part E. a If there are multiple parcels owned by different parties, please provide the following for each additional parcel on a continuation sheet. s Must provide agent authorization form/letter signed by owner(s). Version: May 2017 Page 3 Jurisdictional Determination Request F. JURISDICTIONAL DETERMINATION (JD) TYPE (Select One) ❑✓ I am requesting that the Corps provide a preliminM JD for the property identified herein. A Preliminary Jurisdictional Determination (PJD) provides an indication that there may be "waters of the United States" or "navigable waters of the United States"on a property. PJDs are sufficient as the basis for permit decisions. For the purposes of permitting, all waters and wetlands on the property will be treated as if they are jurisdictional "waters of the United States". PJDs cannot be appealed (33 C.F.R. 331.2); however, a PJD is "preliminary" in the sense that an approved JD can be requested at any time. PJDs do not expire. ❑ I am requesting that the Corps provide an approved JD for the property identified herein. An Approved Jurisdictional Determination (AJD) is a determination that jurisdictional "waters of the United States" or "navigable waters of the United States" are either present or absent on a site. An approved JD identifies the limits of waters on a site determined to be jurisdictional under the Clean Water Act and/or Rivers and Harbors Act. Approved JDs are sufficient as the basis for permit decisions. AJDs are appealable (33 C.F.R. 331.2). The results of the AJD will be posted on the Corps website. A landowner, permit applicant, or other "affected party" (33 C.F.R. 331.2) who receives an AJD may rely upon the AJD for five years (subject to certain limited exceptions explained in Regulatory Guidance Letter 05- 02). ❑ I am unclear as to which JD I would like to request and require additional information to inform my decision. G. ALL REQUESTS Map of Property or Project Area. This Map must clearly depict the boundaries of the review area. ✓❑ Size of Property or Review Area 4.7 acres. ❑ The property boundary (or review area boundary) is clearly physically marked on the site. Version: May 2017 Page 4 Jurisdictional Determination Request H. REQUESTS FROM CONSULTANTS Project Coordinates (Decimal Degrees): Latitude: 35.572441 Longitude:-82.561255 ❑✓ A legible delineation map depicting the aquatic resources and the property/review area. Delineation maps must be no larger than 1 lx 17 and should contain the following: (Corps signature of submitted survey plats will occur after the submitted delineation map has been reviewed and approved).6 ■ North Arrow ■ Graphical Scale ■ Boundary of Review Area ■ Date ■ Location of data points for each Wetland Determination Data Form or tributary assessment reach. For Approved Jurisdictional Determinations: Jurisdictional wetland features should be labeled as Wetland Waters of the US, 404 wetlands, etc. Please include the acreage of these features. Jurisdictional non -wetland features (i.e. tidal/navigable waters, tributaries, impoundments) should be labeled as Non -Wetland Waters of the US, stream, tributary, open water, relatively permanent water, pond, etc. Please include the acreage or linear length of each of these features as appropriate. Isolated waters, waters that lack a significant nexus to navigable waters, or non - jurisdictional upland features should be identified as Non -Jurisdictional. Please include a justification in the label regarding why the feature is non jurisdictional (i.e. "Isolated", "No Significant Nexus", or "Upland Feature"). Please include the acreage or linear length of these features as appropriate. For Preliminary Jurisdictional Determinations: Wetland and non -wetland features should not be identified as Jurisdictional, 404, Waters of the United States, or anything that implies jurisdiction. These features can be identified as Potential Waters of the United States, Potential Non -wetland Waters of the United States, wetland, stream, open water, etc. Please include the acreage and linear length of these features as appropriate. Completed Wetland Determination Data Forms for appropriate region (at least one wetland and one upland form needs to be completed for each wetland type) 6 Please refer to the guidance document titled "Survey Standards for Jurisdictional Determinations" to ensure that the supplied map meets the necessary mapping standards. hit2://www.saw.usace.aM.mil/Missions/Regulatory-Permit- Pro gram/Jurisdiction/ Version: May 2017 Page 5 Jurisdictional Determination Request ✓❑ Completed appropriate Jurisdictional Determination form • PJDs, please complete a Preliminary Jurisdictional Determination Form' and include the Aquatic Resource Table • AJDS• please complete an Approved Jurisdictional Determination Form'. ✓❑ Vicinity Map ❑✓ Aerial Photograph ❑ 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) 0 Landscape Photos (if taken) NCSAM and/or NCWAM Assessment Forms and Rating Sheets NC Division of Water Resources Stream Identification Forms 1_J Other Assessment Forms ' www.saw.usace.aM.mil/Portals/59/docs/regulatory/regdocs/JD/RGL 08-02_App A Prelim _JD_Form fillable.pdf 8 Please see http://www.saw.usace.aM.mil/Missions/Regulatory-Permit-Program/Jurisdiction/ Principal Purpose: The information that you provide will be used in evaluating your request to determine whether there are any aquatic resources within the project area subject to federaljurisdiction under the regulatory authorities referenced above. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies, and the public, and may be made available as part of a public notice as required by federal law. Your name and property location where federal jurisdiction is to be determined will be included in the approvedjurisdictional determination (AJD), which will be made available to the public on the District'swebsite and on the Headquarters USAGE website. Disclosure: Submission of requested information is voluntary; however, if information is not provided, the request for an AJD cannot be evaluated nor can an AJD be issued. Version: May 2017 Page 6 AB Tech - Haith Branch and Gulley Restoration Landowner Authorization Form Buncombe County Parcel Map LANDOWNER AUTHORIZATION FORM PROPERTY LEGAL DESCRITION: Deed Book: 1216 Page: 0035 County: Buncombe Parcel ID Number: 964821453100000 Street Address: 340 Victoria Road, Asheville, NC 28801 Property Owner: Asheville Buncombe Technical Coll Registered Agent: Wildlands Engineering, Inc. and its subconsultants The undersigned, registered property owner(s) of the above property, do hereby authorize Wildlands Engineering, Inc. (Wildlands) and/or their subconsultants to conduct of stream and/or wetland determinations and delineations, and pursue issuance of, application for and/or acceptance of any required permit(s) or certification(s) associated with the AB Tech Stream Restoration Project. I authorize land disturbing activities in association with assessment activities and construction for this project within any part of the referenced property. I agree to allow regulatory agencies, including the US Army Corps of Engineers, to visit the property as part of environmental reviews. Property Owners(s) Address: 340 Victoria Street (if different from above) Asheville. NC 28807 Property Owner Contact & Email: Dirk Wilmoth dirkwilmoth cr abtech.edu I hereby certify the above information to be true and accurate to the best of my knowledge. i`rKell KIYA] (Property Owner or Authorized Signature) (Date) ®3uncombe C, DrnrlArt\! RPt^f�P('� CAarrh Buncombe County Assessment Property Record Search 964821453100000 ASHEVILLE BUNCOMBE TECHNICAL Total Appraised Value 340 VICTORIA RD COLLEG $107,796,800 340 VICTORIA RD, ASHEVILLE, NC, 28801 KEY INFORMATION Zoning INST Neighborhood ABTA Land Use Code GVMT/COLLEGE Municipality CAS Fire District Special District SAS Present Use Appraisal Area Chelsea Bond 828-250-4958 chelsea.bond@buncombecounty.org Exemption EXM Legal Description Deed Date:05/01/1979 Deed:1216-0035 SubDiv:ASHE BUNC TECH COMM COLLEGE Lot:(REV PLT 100/120) Plat:0064-0111 Plat Reference ASSESSMENT DETAILS Land Value $1,865,000 Building Value $105,931,800 Features $0 Total Appraised $107,796,800 Value Deferred Value $0 Exempt Value $107,796,800 Total Taxable $0 Value LAND INFORMATION ZONING LAND USE CODE SIZE NEIGHBORHOOD ASSESSED VALUE FLOODPLAIN INSTITUTIONAL GVMT/COLLEGE 109.28 acres ABTA $1,865,000 NO BUILDING INFORMATION IS THE BUILDING INFORMATION ON YOUR PROPERTY RECORD CARD CORRECT? Please confirm that the information below is correct for all buildings, via the'Confirm property record card data is correct' button. If any of the information is incorrect on any building please report the changes via the 'I want to update my property record' button for the building that needs to be updated. BUILDING(S) BUILDING (1) Quality AVG Condition NORMAL Building Type COM CLASS C Year Built 2003 Full Baths 0 Half Baths 0 Fireplaces 0 Story 1.00 Heat Type - Green Certification - Style COM CLASS C Total Finished Area 36200 Bedrooms - Deck 0 Patio 0 Carport 0 Garage 0 Utility 0 Unfinished 0 Finished Basement 0 Basement Porch 0 Building Value $7,728,200 BUILDING (2) TRANSFER HISTORY TRANSFER DATE TRANSACTION PRICE VALID SALE BOOK/PAGE DEED INSTRUMENT No items to display VALUE CHANGE HISTORY DATE OF VALUE EFFECTIVE TAX LAND BUILDING FEATURES CHANGE YEAR REASON FOR CHANGE VALUE VALUE VALUE NEW VALUE 2021-02-01 2021 COMMERCIAL REAPPRAISAL $1,865,000 $105,931,800 $0 $107,796,800 00:00:00 NOTICE RECENT PERMIT ACTIVITY PERMIT DATE 12/15/2022 12/09/2022 11/17/2022 05/20/2022 03/08/2022 03/02/2022 12/17/2021 08/26/2021 08/13/2021 08/13/2021 08/02/2021 05/24/2021 08/22/2018 APPEALS No recent appeal information PERMIT TYPE PERMIT STATUS COMMERCIAL REPAIR OR UPFIT PERMIT ISSUED COMMERCIAL REPAIR OR UPFIT PERMIT ISSUED COMMERCIAL REPAIR OR UPFIT PERMIT ISSUED COMMERCIAL REPAIR OR UPFIT PERMIT ISSUED COMMERCIAL REPAIR OR UPFIT CO ISSUED COMMERCIAL REPAIR OR UPFIT COC ISSUED COMMERCIAL REPAIR OR UPFIT COC ISSUED COMMERCIAL REPAIR OR UPFIT PERMIT EXTENDED COMMERCIAL REPAIR OR UPFIT PERMIT EXTENDED COMMERCIAL REPAIR OR UPFIT COC ISSUED COMMERCIAL REPAIR OR UPFIT PERMIT ISSUED COMMERCIAL REPAIR OR UPFIT COC ISSUED COMMERCIAL REPAIR OR UPFIT PERMIT EXPIRED UnSketched Subareas: CALB: 362,011 P 6011: IJnSketched Subareas: C. LB: 46001,11 P 6UU: Data last updated: 07/05/2023 AB Tech - Haith Branch and Gulley Restoration Site Preliminary Jurisdictional Determination Form O.PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PJD: 12/13/2023 B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Wildlands Engineering, Inc., Jessica Waller, 167-B Haywood Rd, Asheville, NC 28806 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, AB Tech Asheville Campus Stream Restoration, SAW- D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: 89 Facilities Way, Asheville, NC 2801 (USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR AQUATIC RESOURCES AT DIFFERENT SITES) State: North Carolina County: Buncombe City: Asheville Center coordinates of site (lat/long in degree decimal format): Latitude: 35.572441 Longitude:-82.561225 Universal Transverse Mercator: UTM17 Name of nearest waterbody: French Broad E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): ❑ Office (Desk) Determination. Date: ® Field Determination. Date(s): 6/27/2023 TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY JURISDICTION. Estimated amount of Geographic authority aquatic Type of aquatic to which the aquatic Latitude Longitude Site Number (decimal (decimal resources in resources (i.e., resource "may be" degrees) degrees) review area wetland vs. non- subject (i.e., Section (acreage and wetland waters) 404 or Section linear feet, if 10/404) applicable Non -wetland 1.) Haith Branch (Perennial) 35.573487 -82.558183 1669 Section 404 waters Non -wetland 2.) UT1 (Perennial) 35.572414 -82.561214 69 Section 404 waters Non -wetland 3.) UT2 (Intermittent) 35.572264 -82.561155 188 Section 404 waters 4.) UT1/UT2 (Ephemeral) 35.572129 -82.559828 620 Non -wetland N/A waters 5.) Wetland A 35.573556 -82.558450 0.018 Wetland waters Section 404 6.) Wetland B 35.573613 -82.560108 0.077 Wetland waters Section 404 7.) Wetland C 35.573355 -82.560211 0.005 Wetland waters Section 404 8.) Wetland D 35.572039 -82.562124 0.007 Wetland waters Section 404 1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review area, and the requestor of this PJD is hereby advised of his or her option to request and obtain an approved JD (AJD) for that review area based on an informed decision after having discussed the various types of JDs and their characteristics and circumstances when they may be appropriate. 2) In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other general permit verification requiring "pre- construction notification" (PCN), or requests verification for a non -reporting NWP or other general permit, and the permit applicant has not requested an AJD for the activity, the permit applicant is hereby made aware that: (1) the permit applicant has elected to seek a permit authorization based on a PJD, which does not make an official determination of jurisdictional aquatic resources; (2) the applicant has the option to request an AJD before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an AJD could possibly result in less compensatory mitigation being required or different special conditions; (3) the applicant has the right to request an individual permit rather than accepting the terms and conditions of the NWP or other general permit authorization; (4) the applicant can accept a permit authorization and thereby agree to comply with all the terms and conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) undertaking any activity in reliance upon the subject permit authorization without requesting an AJD constitutes the applicant's acceptance of the use of the PJD; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps permit authorization based on a PJD constitutes agreement that all aquatic resources in the review area affected in any way by that activity will be treated as jurisdictional, and waives any challenge to such jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD or a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered individual permit (and all terms and conditions contained therein), or individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it becomes appropriate to make an official determination whether geographic jurisdiction exists over aquatic resources in the review area, or to provide an official delineation of jurisdictional aquatic resources in the review area, the Corps will provide an AJD to accomplish that result, as soon as is practicable. This PJD finds that there "may be" waters of the U.S. and/or that there "may be" navigable waters of the U.S. on the subject review area, and identifies all aquatic features in the review area that could be affected by the proposed activity, based on the following information: SUPPORTING DATA. Data reviewed for PJD (check all that apply) Checked items should be included in subject file. Appropriately reference sources below where indicated for all checked items: ® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor: Map: GIS figures including Vicinity. USGS Topographic. Delineation. & Soils ® Data sheets prepared/submitted by or on behalf of the PJD requestor. ❑ Office concurs with data sheets/delineation report. ❑ Office does not concur with data sheets/delineation report. Rationale: ❑ 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: 1:24,000 Scale Asheville Quadrangle ® Natural Resources Conservation Service Soil Survey. Citation: NRCS Web Soils Survey Website ❑ National wetlands inventory map(s). Cite name: ❑ State/local wetland inventory map(s): ❑ FEMA/FIRM maps: ❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929) ® Photographs: ®Aerial (Name & Date): 2020 aerial on GIS figures with submittal. or ®Other (Name & Date): Representative site photos with submittal. ❑ Previous determination(s). File no. and date of response letter: ❑ Other information (please specify): IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps and should not be relied upon for later jurisdictional determinations. Signature and date of Regulatory staff member completing PJD DATE 11/17/2023 Signature and date of person requesting PJD (REQUIRED, unless obtaining the signature is impracticable) 1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action. AB Tech - Hatih Branch and Gulley Restoration Representative Site Photographs 4 1PAK •,� — � .Y � .. k ►� IJ�1• AdIf. IIJ '� '� �.. - � .� :.� � � �.�`a �... �� 1.� ter." �����*� �F`�",a•. ', v.•� nib y - - '- At rim r _ yr ,. .. .� _• ,-�. a ''��. �•w.. t �k 4�X. r ., R P4 . 1 y"/_yam r 7-4 51 IwoFt _ t a . t y A w/ " y . AB Tech - Haith Branch and Gulley Restoration Site USACE Wetland Determination Forms NCDWQ Stream Identification Forms U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT. See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a) Project/Site: AB Tech Stream Restoration City/County: Buncombe Sampling Date: 6/27/23 Applicant/Owner: Wildlands Engineering State: NC Sampling Point: DP1 Investigator(s): J.Waller/ M.Caddell Section, Township, Range: Landform (hillside, terrace, etc.): hillslope Local relief (concave, convex, none): none Slope (%): 2-5% Subregion (LRR or MLRA): LRR N Lat: 35.573543 Long:-82.560169 Datum: NAD83 Soil Map Unit Name: EvD2- Evard-Cowee complex, 15-30% slopes, moderately eroded NWI classification: N/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, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No Remarks: Data point collected on flood plain/hillslope adjacent to Haith Branch. Hydrology sourced by hillside seep. Small drainage pattern running through wetland and draining to stream. The USACE Antecedent Precipitation Tool indicates that the site experienced normal conditions in the 2 months leading up to the sampling date and normal conditions at the time of sampling. Data Point is represntative of Wetland B. HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required; check all that apply) —Surface Soil Cracks (136) X Surface Water (Al) _True Aquatic Plants (1314) _Sparsely Vegetated Concave Surface (138) X High Water Table (A2) _Hydrogen Sulfide Odor (C1) X Drainage Patterns (1310) X Saturation (A3) _Oxidized Rhizospheres on Living Roots (C3) _Moss Trim Lines (1316) —Water Marks (131) —Presence of Reduced Iron (C4) _ Dry -Season Water Table (C2) _Sediment Deposits (132) _Recent Iron Reduction in Tilled Soils (C6) _Crayfish Burrows (C8) _Drift Deposits (133) _Thin Muck Surface (C7) _Saturation Visible on Aerial Imagery (C9) _Algal Mat or Crust (134) _Other (Explain in Remarks) _Stunted or Stressed Plants (D1) _Iron Deposits (135) X Geomorphic Position (D2) _Inundation Visible on Aerial Imagery (137) _ShallowAquitard (D3) —Water-Stained Leaves (139) _ Microtopographic Relief (D4) Aquatic Fauna (1313) X FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes X No Depth (inches): Water Table Present? Yes X No Depth (inches): Saturation Present? Yes X No Depth (inches): Wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: DP1 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) % Cover Species? Status Dominance Test worksheet: 1. Liriodendron tulipifera 2 No FACU Number of Dominant Species 2. That Are OBL, FACW, or FAC: 2 (A) 3. Total Number of Dominant 4. Species Across All Strata: 2 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW, or FAC: 100.0% (A/B) 7. Prevalence Index worksheet: 2 =Total Cover Total % Cover of: Multiply by: 50% of total cover: 1 20% of total cover: 1 OBL species 70 x 1 = 70 Sapling/Shrub Stratum (Plot size: 15 ) FACW species 7 x 2 = 14 1. FAC species 23 x 3 = 69 2. FACU species 2 x 4 = 8 3. UPL species 0 x 5 = 0 4. Column Totals: 102 (A) 161 (B) 5. Prevalence Index = B/A = 1.58 6. Hydrophytic Vegetation Indicators: 7. _ 1 - Rapid Test for Hydrophytic Vegetation 8. X 2 - Dominance Test is >50% 9. X 3 - Prevalence Index is :53.0' =Total Cover 4 - Morphological Adaptations' (Provide supporting 50% of total cover: 20% of total cover: data in Remarks or on a separate sheet) Herb Stratum (Plot size: 5 ) -Problematic Hydrophytic Vegetation' (Explain) 1. Leersia oryzoides 60 Yes OBL 'Indicators of hydric soil and wetland hydrology must be 2. Microstegium vimineum 20 Yes FAC present, unless disturbed or problematic. Definitions of Four Vegetation Strata: 3. Persicaria sagittata 10 No OBL 4. Pilea pumila 5 No FACW Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or 5. Persicaria sp. 3 No FAC more in diameter at breast height (DBH), regardless of 6. Impatiens capensis 2 No FACW height. 7 Sapling/Shrub - Woody plants, excluding vines, less 8. than 3 in. DBH and greater than or equal to 3.28 ft 9 (1 m) tall. 10. Herb - All herbaceous (non -woody) plants, regardless 11. of size, and woody plants less than 3.28 ft tall. 100 =Total Cover Woody Vine - All woody vines greater than 3.28 ft in 50% of total cover: 50 20% of total cover: 20 height. Woody Vine Stratum (Plot size: 30 ) 1. 2. 3. 4. 5. Hydrophytic =Total Cover Vegetation 50% of total cover: 20% of total cover: Present? Yes X No Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: DP1 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type' Loc2 Texture Remarks 0-7 2.5Y 3/1 95 5YR 4/6 5 C M Loamy/Clayey Prominent redox concentrations 7-16 7.5YR 3/1 100 Loamy/Clayey 'Type: C=Concentration, D=Depletion, Hydric Soil Indicators: _ Histosol (Al) _ Histic Epipedon (A2) —Black Histic (A3) —Hydrogen Sulfide (A4) _Stratified Layers (A5) _2 cm Muck (A10) (LRR N) _Depleted Below Dark Surface (A11) _Thick Dark Surface (Al2) _Sandy Mucky Mineral (S1) _Sandy Gleyed Matrix (S4) —Sandy Redox(S5) _Stripped Matrix (S6) Dark Surface (S7) Restrictive Layer (if observed): Type: Depth (inches): Remarks: RM=Reduced Matrix, MS=Masked Sand Grains. _ Polyvalue Below Surface (S8) (MLRA 147, 148) _Thin Dark Surface (S9) (MLRA 147, 148) _Loamy Mucky Mineral (F1) (MLRA 136) —Loamy Gleyed Matrix (F2) X Depleted Matrix (F3) X Redox Dark Surface (F6) —Depleted Dark Surface (F7) _ Redox Depressions (F8) _Iron -Manganese Masses (F12) (LRR N, MLRA 136) _ Umbric Surface (F13) (MLRA 122, 136) _Piedmont Floodplain Soils (F19) (MLRA 148) Red Parent Material (F21) (MLRA 127, 1473 148) 2Location: PL=Pore Lining, M=Matrix Indicators for Problematic Hydric Soils3: _2 cm Muck (A10) (MLRA 147) _Coast Prairie Redox (A16) (MLRA 147, 148) _Piedmont Floodplain Soils (F19) (MLRA 136, 147) —Red Parent Material (F21) (outside MLRA 127, 1473 148) _Very Shallow Dark Surface (F22) Other (Explain in Remarks) 3Indicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Hydric Soil Present? Yes X No ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0 U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT. See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a) Project/Site: AB Tech City/County: Buncombe Sampling Date: 6/27/23 Applicant/Owner: Wildlands Engineering State: NC Sampling Point: DP2 Investigator(s): J. Waller/ M. Caddell Section, Township, Range: Landform (hillside, terrace, etc.): hillslope Local relief (concave, convex, none): none Slope (%): 2-5% Subregion (LRR or MLRA): LRR N Lat: 35.573503 Long:-82.560173 Datum: NAD83 Soil Map Unit Name: EvD2- Evard-Cowee complex, 15-30% slopes, moderately eroded NWI classification: N/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, etc. Hydrophytic Vegetation Present? Yes No X Is the Sampled Area Hydric Soil Present? Yes No X within a Wetland? Yes No X Wetland Hydrology Present? Yes No X Remarks: Data point collected in Haith Branch floodplain/ sewerage easement. The USACE Antecedent Precipitation Tool indicates that the site experienced normal conditions in the 2 months leading up to the sampling date at normal conditions at the time of sampling. Data point representative of upland area adjacent to Wetland A. HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required; check all that apply) —Surface Soil Cracks (136) _Surface Water (Al) _True Aquatic Plants (1314) _Sparsely Vegetated Concave Surface (138) —High Water Table (A2) —Hydrogen Sulfide Odor (C1) —Drainage Patterns (1310) _Saturation (A3) _Oxidized Rhizospheres on Living Roots (C3) _Moss Trim Lines (1316) —Water Marks (131) —Presence of Reduced Iron (C4) _ Dry -Season Water Table (C2) _Sediment Deposits (132) _Recent Iron Reduction in Tilled Soils (C6) _Crayfish Burrows (C8) _Drift Deposits (133) _Thin Muck Surface (C7) _Saturation Visible on Aerial Imagery (C9) _Algal Mat or Crust (134) _Other (Explain in Remarks) _Stunted or Stressed Plants (D1) _Iron Deposits (135) _Geomorphic Position (D2) _Inundation Visible on Aerial Imagery (137) _ShallowAquitard (D3) —Water-Stained Leaves (139) _ Microtopographic Relief (D4) Aquatic Fauna (1313) FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes No X Depth (inches): Water Table Present? Yes No X Depth (inches): Saturation Present? Yes No X Depth (inches): Wetland Hydrology Present? Yes No X (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: DP2 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) % Cover Species? Status Dominance Test worksheet: 1. Liriodendron tulipifera 30 Yes FACU Number of Dominant Species 2. Prunus serotina 15 Yes FACU That Are OBL, FACW, or FAC: 2 (A) 3. Total Number of Dominant 4. Species Across All Strata: 8 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW, or FAC: 25.0% (A/B) 7. Prevalence Index worksheet: 45 =Total Cover Total % Cover of: Multiply by: 50% of total cover: 23 20% of total cover: 9 OBL species 0 x 1 = 0 Sapling/Shrub Stratum (Plot size: 15 ) FACW species 0 x 2 = 0 1. Prunus serotina 5 Yes FACU FAC species 96 x 3 = 288 2. Elaeagnus umbellata 5 Yes UPL FACU species 60 x 4 = 240 3. Berberis thunbergii 5 Yes FACU UPL species 5 x 5 = 25 4. Lindera benzoin 2 No FAC Column Totals: 161 (A) 553 (B) 5. Prevalence Index = B/A = 3.43 6. Hydrophytic Vegetation Indicators: 7. _ 1 - Rapid Test for Hydrophytic Vegetation 8. 2 - Dominance Test is >50% 9. 3 - Prevalence Index is :53.0' 17 =Total Cover 4 - Morphological Adaptations' (Provide supporting 50% of total cover: 9 20% of total cover: 4 data in Remarks or on a separate sheet) Herb Stratum (Plot size: 5 ) -Problematic Hydrophytic Vegetation' (Explain) 1. Microstegium vimineum 90 Yes FAC 'Indicators of hydric soil and wetland hydrology must be 2. Persicaria virginiana 2 No FAC present, unless disturbed or problematic. Definitions of Four Vegetation Strata: 3. 4. Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or 5. more in diameter at breast height (DBH), regardless of 6 height. 7. Sapling/Shrub - Woody plants, excluding vines, less 8. than 3 in. DBH and greater than or equal to 3.28 ft 9 (1 m) tall. 10. Herb - All herbaceous (non -woody) plants, regardless 11. of size, and woody plants less than 3.28 ft tall. 92 =Total Cover Woody Vine - All woody vines greater than 3.28 ft in 50% of total cover: 46 20% of total cover: 19 height. Woody Vine Stratum (Plot size: 30 ) 1. Celastrus orbiculatus 5 Yes FACU 2. Vitis rotundifolia 2 Yes FAC 3. 4. 5. Hydrophytic 7 =Total Cover Vegetation 50% of total cover: 4 20% of total cover: 2 Present? Yes No X Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: DP2 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type' Loc2 Texture Remarks 0-3 10YR 3/3 100 Loamy/Clayey 3-12 10YR 4/4 100 Loamy/Clayey 'Type: C=Concentration, D=Depletion, Hydric Soil Indicators: _ Histosol (Al) _ Histic Epipedon (A2) —Black Histic (A3) —Hydrogen Sulfide (A4) _Stratified Layers (A5) _2 cm Muck (A10) (LRR N) _Depleted Below Dark Surface (A11) _Thick Dark Surface (Al2) _Sandy Mucky Mineral (S1) _Sandy Gleyed Matrix (S4) —Sandy Redox(S5) _Stripped Matrix (S6) Dark Surface (S7) Restrictive Layer (if observed): Type: Depth (inches): Remarks: RM=Reduced Matrix, MS=Masked Sand Grains. _ Polyvalue Below Surface (S8) (MLRA 147, 148) _Thin Dark Surface (S9) (MLRA 147, 148) _Loamy Mucky Mineral (F1) (MLRA 136) —Loamy Gleyed Matrix (F2) —Depleted Matrix (F3) _Redox Dark Surface (F6) —Depleted Dark Surface (F7) _ Redox Depressions (F8) _Iron -Manganese Masses (F12) (LRR N, MLRA 136) _ Umbric Surface (F13) (MLRA 122, 136) _Piedmont Floodplain Soils (F19) (MLRA 148) Red Parent Material (F21) (MLRA 127, 1473 148) 2Location: PL=Pore Lining, M=Matrix Indicators for Problematic Hydric Soils3: _2 cm Muck (A10) (MLRA 147) _Coast Prairie Redox (A16) (MLRA 147, 148) _Piedmont Floodplain Soils (F19) (MLRA 136, 147) —Red Parent Material (F21) (outside MLRA 127, 1473 148) _Very Shallow Dark Surface (F22) Other (Explain in Remarks) 3Indicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Hydric Soil Present? Yes No X ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0 U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT. See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a) Project/Site: AB Tech Stream Restoration City/County: Buncombe Sampling Date: 6/27/23 Applicant/Owner: Wildlands Engineering State: NC Sampling Point: DP3 Investigator(s): J. Waller/ M. Caddell Section, Township, Range: Landform (hillside, terrace, etc.): hillside Local relief (concave, convex, none): none Slope (%): 2-5% Subregion (LRR or MLRA): LRR N Lat: 35.572057 Long:-82.562113 Datum: NAD83 Soil Map Unit Name: TaC- Tate loam basin, 8-15% slopes NWI classification: none 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, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes X No within a Wetland? Yes X No Wetland Hydrology Present? Yes X No Remarks: Data point collected in shrub/forested riparian wetland sourced by hillside seep. The USACE Antecedent Precipitation Tool indicates that the site experienced normal conditions in the 2 months leading up to the sampling date and normal conditions at the time of sampling. Data Point is representative of Wetland A, E and D. HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required; check all that apply) —Surface Soil Cracks (136) _Surface Water (Al) _True Aquatic Plants (1314) _Sparsely Vegetated Concave Surface (138) X High Water Table (A2) _Hydrogen Sulfide Odor (C1) _Drainage Patterns (1310) X Saturation (A3) _Oxidized Rhizospheres on Living Roots (C3) _Moss Trim Lines (1316) —Water Marks (131) —Presence of Reduced Iron (C4) _ Dry -Season Water Table (C2) _Sediment Deposits (132) _Recent Iron Reduction in Tilled Soils (C6) _Crayfish Burrows (C8) _Drift Deposits (133) _Thin Muck Surface (C7) _Saturation Visible on Aerial Imagery (C9) _Algal Mat or Crust (134) _Other (Explain in Remarks) _Stunted or Stressed Plants (D1) _Iron Deposits (135) X Geomorphic Position (D2) _Inundation Visible on Aerial Imagery (137) _ShallowAquitard (D3) —Water-Stained Leaves (139) _ Microtopographic Relief (D4) Aquatic Fauna (1313) FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes No X Depth (inches): Water Table Present? Yes X No Depth (inches): Saturation Present? Yes X No Depth (inches): Wetland Hydrology Present? Yes X No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: DP3 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) % Cover Species? Status Dominance Test worksheet: 1. Prunus serotina 25 Yes FACU Number of Dominant Species 2. Betula nigra 15 Yes FACW That Are OBL, FACW, or FAC: 6 (A) 3. Total Number of Dominant 4. Species Across All Strata: 10 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW, or FAC: 60.0% (A/B) 7. Prevalence Index worksheet: 40 =Total Cover Total % Cover of: Multiply by: 50% of total cover: 20 20% of total cover: 8 OBL species 5 x 1 = 5 Sapling/Shrub Stratum (Plot size: 15 ) FACW species 30 x 2 = 60 1. Ligustrum sinense 30 Yes FACU FAC species 30 x 3 = 90 2. Elaeagnus umbellata 15 Yes UPL FACU species 67 x 4 = 268 3. Ilex opaca 2 No FACU UPL species 40 x 5 = 200 4. Column Totals: 172 (A) 623 (B) 5. Prevalence Index = B/A = 3.62 6. Hydrophytic Vegetation Indicators: 7. _ 1 - Rapid Test for Hydrophytic Vegetation 8. X 2 - Dominance Test is >50% 9. 3 - Prevalence Index is :53.0' 47 =Total Cover 4 - Morphological Adaptations' (Provide supporting 50% of total cover: 24 20% of total cover: 10 data in Remarks or on a separate sheet) Herb Stratum (Plot size: 5 ) -Problematic Hydrophytic Vegetation' (Explain) 1. Pilea pumila 10 Yes FACW 'Indicators of hydric soil and wetland hydrology must be 2. Boehmeria cylindrica 5 Yes FACW present, unless disturbed or problematic. 3. Carex lurida 5 Yes OBL Definitions of Four Vegetation Strata: 4. Microstegium vimineum 5 Yes FAC Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or 5. more in diameter at breast height (DBH), regardless of 6 height. 7. Sapling/Shrub - Woody plants, excluding vines, less 8. than 3 in. DBH and greater than or equal to 3.28 ft 9 (1 m) tall. 10. Herb - All herbaceous (non -woody) plants, regardless 11. of size, and woody plants less than 3.28 ft tall. 25 =Total Cover Woody Vine - All woody vines greater than 3.28 ft in 50% of total cover: 13 20% of total cover: 5 height. Woody Vine Stratum (Plot size: 30 ) 1. Ampelopsis brevipedunculata 25 Yes UPL 2. Toxicodendron radicans 25 Yes FAC 3. Celastrus orbiculatus 10 No FACU 4. 5. Hydrophytic 60 =Total Cover Vegetation 50% of total cover: 30 20% of total cover: 12 Present? Yes X No Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: DP3 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type' Loc2 Texture Remarks 0-7 5Y 2.5/1 100 Loamy/Clayey 7-12 2.5Y 5/1 98 7.5YR 5/8 2 C M Loamy/Clayey Prominent redox concentrations 'Type: C=Concentration, D=Depletion, Hydric Soil Indicators: _ Histosol (Al) _ Histic Epipedon (A2) —Black Histic (A3) —Hydrogen Sulfide (A4) _Stratified Layers (A5) _2 cm Muck (A10) (LRR N) _Depleted Below Dark Surface (A11) _Thick Dark Surface (Al2) _Sandy Mucky Mineral (S1) _Sandy Gleyed Matrix (S4) —Sandy Redox(S5) _Stripped Matrix (S6) Dark Surface (S7) Restrictive Layer (if observed): Type: Depth (inches): Remarks: RM=Reduced Matrix, MS=Masked Sand Grains. _ Polyvalue Below Surface (S8) (MLRA 147, 148) _Thin Dark Surface (S9) (MLRA 147, 148) _Loamy Mucky Mineral (F1) (MLRA 136) —Loamy Gleyed Matrix (F2) X Depleted Matrix (F3) _Redox Dark Surface (F6) —Depleted Dark Surface (F7) _ Redox Depressions (F8) _Iron -Manganese Masses (F12) (LRR N, MLRA 136) _ Umbric Surface (F13) (MLRA 122, 136) _Piedmont Floodplain Soils (F19) (MLRA 148) Red Parent Material (F21) (MLRA 127, 1473 148) 2Location: PL=Pore Lining, M=Matrix Indicators for Problematic Hydric Soils3: _2 cm Muck (A10) (MLRA 147) _Coast Prairie Redox (A16) (MLRA 147, 148) _Piedmont Floodplain Soils (F19) (MLRA 136, 147) —Red Parent Material (F21) (outside MLRA 127, 1473 148) _Very Shallow Dark Surface (F22) Other (Explain in Remarks) 3Indicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Hydric Soil Present? Yes X No ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0 U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT. See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority: AR 335-15, paragraph 5-2a) Project/Site: AB Tech Stream Restoration City/County: Buncombe Sampling Date: 6/27/23 Applicant/Owner: Wildlands Engineering State: NC Sampling Point: DP4 Investigator(s): J. Waller/ M. Caddell Section, Township, Range: Landform (hillside, terrace, etc.): hillside Local relief (concave, convex, none): none Slope (%): 2-5% Subregion (LRR or MLRA): LRR N Lat: 35.572011 Long:-82.562048 Datum: NAD83 Soil Map Unit Name: TaC- Tate Ioambasin, 8-15% slopes NWI classification: N/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, etc. Hydrophytic Vegetation Present? Yes No X Is the Sampled Area Hydric Soil Present? Yes No X within a Wetland? Yes No X Wetland Hydrology Present? Yes No X Remarks: Data point collected in forested area on hillslope. The USACE Antecedent Precipitation Tool indicates that the site experienced normal conditions in the 2 months leading up to the sampling date and normal at the time of sampling. Representative of upland area adjacent to Wetland D. HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required; check all that apply) —Surface Soil Cracks (136) _Surface Water (Al) _True Aquatic Plants (1314) _Sparsely Vegetated Concave Surface (138) —High Water Table (A2) —Hydrogen Sulfide Odor (C1) —Drainage Patterns (1310) _Saturation (A3) _Oxidized Rhizospheres on Living Roots (C3) _Moss Trim Lines (1316) —Water Marks (131) —Presence of Reduced Iron (C4) _ Dry -Season Water Table (C2) _Sediment Deposits (132) _Recent Iron Reduction in Tilled Soils (C6) _Crayfish Burrows (C8) _Drift Deposits (133) _Thin Muck Surface (C7) _Saturation Visible on Aerial Imagery (C9) _Algal Mat or Crust (134) _Other (Explain in Remarks) _Stunted or Stressed Plants (D1) _Iron Deposits (135) _Geomorphic Position (D2) _Inundation Visible on Aerial Imagery (137) _ShallowAquitard (D3) —Water-Stained Leaves (139) _ Microtopographic Relief (D4) Aquatic Fauna (1313) FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes No X Depth (inches): Water Table Present? Yes No X Depth (inches): Saturation Present? Yes No X Depth (inches): Wetland Hydrology Present? Yes No X (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: DP4 Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) % Cover Species? Status Dominance Test worksheet: 1. Quercus falcata 5 Yes FACU Number of Dominant Species 2. Diospyros virginiana 5 Yes FAC That Are OBL, FACW, or FAC: 3 (A) 3. Total Number of Dominant 4. Species Across All Strata: 8 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW, or FAC: 37.5% (A/B) 7. Prevalence Index worksheet: 10 =Total Cover Total % Cover of: Multiply by: 50% of total cover: 5 20% of total cover: 2 OBL species 0 x 1 = 0 Sapling/Shrub Stratum (Plot size: 15 ) FACW species 0 x 2 = 0 1. Ligustrum sinense 20 Yes FACU FAC species 50 x 3 = 150 2. Elaeagnus umbellata 20 Yes UPL FACU species 45 x 4 = 180 3. Nyssa sylvatica 10 No FAC UPL species 25 x 5 = 125 4. Cornus florida 10 No FACU Column Totals: 120 (A) 455 (B) 5. Prevalence Index = B/A = 3.79 6. Hydrophytic Vegetation Indicators: 7. _ 1 - Rapid Test for Hydrophytic Vegetation 8. 2 - Dominance Test is >50% 9. 3 - Prevalence Index is :53.0' 60 =Total Cover 4 - Morphological Adaptations' (Provide supporting 50% of total cover: 30 20% of total cover: 12 data in Remarks or on a separate sheet) Herb Stratum (Plot size: 5 ) -Problematic Hydrophytic Vegetation' (Explain) 1. Microstegium vimineum 30 Yes FAC 'Indicators of hydric soil and wetland hydrology must be 2. present, unless disturbed or problematic. Definitions of Four Vegetation Strata: 3. 4. Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or 5. more in diameter at breast height (DBH), regardless of 6 height. 7. Sapling/Shrub - Woody plants, excluding vines, less 8. than 3 in. DBH and greater than or equal to 3.28 ft 9 (1 m) tall. 10. Herb - All herbaceous (non -woody) plants, regardless 11. of size, and woody plants less than 3.28 ft tall. 30 =Total Cover Woody Vine - All woody vines greater than 3.28 ft in 50% of total cover: 15 20% of total cover: 6 height. Woody Vine Stratum (Plot size: 30 ) 1. Celastrus orbiculatus 10 Yes FACU 2. Toxicodendron radicans 5 Yes FAC 3. Ampelopsis brevipedunculata 5 Yes UPL 4. 5. Hydrophytic 20 =Total Cover Vegetation 50% of total cover: 10 20% of total cover: 4 Present? Yes No X Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: DP4 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type' Loc2 Texture Remarks 0-9 10YR 3/1 100 9-12 10YR 5/6 100 'Type: C=Concentration, D=Depletion, Hydric Soil Indicators: _ Histosol (Al) _ Histic Epipedon (A2) —Black Histic (A3) —Hydrogen Sulfide (A4) _Stratified Layers (A5) _2 cm Muck (A10) (LRR N) _Depleted Below Dark Surface (A11) _Thick Dark Surface (Al2) _Sandy Mucky Mineral (S1) _Sandy Gleyed Matrix (S4) —Sandy Redox(S5) _Stripped Matrix (S6) Dark Surface (S7) Restrictive Layer (if observed): Type: Depth (inches): Remarks: RM=Reduced Matrix, MS=Masked Sand Grains. _ Polyvalue Below Surface (S8) (MLRA 147, 148) _Thin Dark Surface (S9) (MLRA 147, 148) _Loamy Mucky Mineral (F1) (MLRA 136) —Loamy Gleyed Matrix (F2) —Depleted Matrix (F3) _Redox Dark Surface (F6) —Depleted Dark Surface (F7) _ Redox Depressions (F8) _Iron -Manganese Masses (F12) (LRR N, MLRA 136) _ Umbric Surface (F13) (MLRA 122, 136) _Piedmont Floodplain Soils (F19) (MLRA 148) Red Parent Material (F21) (MLRA 127, 1473 148) 2Location: PL=Pore Lining, M=Matrix Indicators for Problematic Hydric Soils3: _2 cm Muck (A10) (MLRA 147) _Coast Prairie Redox (A16) (MLRA 147, 148) _Piedmont Floodplain Soils (F19) (MLRA 136, 147) —Red Parent Material (F21) (outside MLRA 127, 1473 148) _Very Shallow Dark Surface (F22) Other (Explain in Remarks) 3Indicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Hydric Soil Present? Yes No X ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0 SCP1 NC DWQ Stream Identification Form Version 4.11 Date: Q `�� Project/Site:�:, Latitude: Evaluator: IM-L County:4A jtll �` Longitude:-3 a, Total Points: c- Stream is at least intermittent Stream Determination {circl e) Ephemeral Intermittent n al Other C e.g. Quad Name: if a 19 or perenniat if>_ 30" A. Geomorphology (Subtotal = {d) Absent Weak Moderate Strong 1a Continuity of channel bed and bank 0 1 2 2. Sinuosity of channel along thalweg 0 1 3 3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence 0 1 2 4. Particle size of stream substrate 0 1 2 5. Active/relict floodplain 0 1 2 3 6. Depositional bars or benches 0 2 3 7. Recent alluvial deposits 0 1 2 3 8. Headcuts 0 1 2 3 9. Grade control 0 6.5 1 1.5 10. Natural valley 0 0.5 1 1.5 11. Second or greater order channel o fl Yes = 3 artificial ditches are not rated: see discu�ns in manual B. Hvdrologv (Subtotal = �- 5 12. Presence of Baseflow 0 1 2 13. Iron oxidizing bacteria 0 2 3 14. Leaf litter 1.5 0.5 0 15. Sediment on plants or debris 0 0.5 1 1.5 16. Organic debris lines or piles 0 0.5 1 17. Soil -based evidence of high water table? No = 0 16S Y3 C. Bioloav (Subtotal = K_15 ) 18. Fibrous roots in streambed 2 1 0 19. Rooted upland plants in streambed 2 1 0 20. Macrobenthos (note diversity and abundance) 0 2 3 21. Aquatic Mollusks 1 2 3 22. Fish 0.5 1 1.5 23. Crayfish 0.5 1 1.5 24. Amphibians 0 0.5 1 1.5 25. Algae 0 0.5 0203. 1 1.5 26. Wetland plants in streambed FAC . - . 5; OBL = 1.5 Other = 0 `perennial streams may also be identified using other methods. See p. 35 of manual. Notes: Sketch: SCP2 NC DWn Stream Identification Form Version 4.11 Date: i ProjectlSite: e{� Latitude:;G5114)) -1 Evaluator: County: � . ^,; W_� Longitude --a a . S67 1a all - Total Points: Stream is at teast intermittent -j Stream Determination (circle o ) Ephemeral Intermittent Pe Other Tj if>_ 19 orperennial if? 30* al e.g. QuadNameM A. Geomorphology (Subtotal = ) Absent Weak Moderate Strong 12Continuity of channel bed and bank 0 1 2 2. Sinuosity of channel along thalweg 0 1 M7 3 3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence 0 1 'D-2 3 4. Particle size of stream substrate 0 1 2 3 5. Activelrelict tloodplain 0 1 2 3 6. Depositional bars or benches 0 2 3 7. Recent alluvial deposits 0 1 2 8. Headcuts 0 2 3 9. Grade control 0 .5 1.5 10. Natural valley 0 0.5 1 1.5 11. Second or greater order channel N - Yes = 3 "artificial ditches are not rated; see discussions in manual ' B. Hvdroloav (Subtotal = i i 1 12. Presence of Baseflow 0 1 2 13. Iron oxidizing bacteria 0 3 14. Leaf litter 1.5 1 0.5 0 15. Sediment on plants or debris 0 1 1. 16. Organic debris lines or piles 0 0.5 1 1. 17. Soil -based evidence of high water table? No = 0 3 C_ Bioloav (Subtotal = '75 _ S ] 18. Fibrous roots in streambed 3 2 1 0 19. Rooted upland plants in streambed 2 1 0 20. Macrobenthos (note diversity and abundance) 0 CP 2 3 21. Aquatic Mollusks C0� 1 2 3 22. Fish 45) 0.5 1 1.5 23. Crayfish ry7 0.5 1 1.5 24. Amphibians 0 0.5 1 1. 25. Algae 0.5 1 1.5 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5 Clt 0 *perennial streams may also be identified using other methods. See p. 35 of manual. Notes: Sketch: 9 'It d SCP3 NC DWQ Stream Identification Form Version 4.11 Date: 2-" Nd�3 Project/Site:fq� Latitude:_3, 5j1,3�,)(b 4 Evaluator: U V '` �. County: -L'Wq vt--qc,. Longitude: Total Points: Stream is at least intermittent Stream Determinat- n (circle one) Ephemeral In t r 0nt Perennial Other e.g. Quad Name: �. if a 19 or erennial if � 30" A. Geomor hofo (Subtotal= i��5 } Absent Weak Moderate Strong 1a. Continuity of channel bed and bank 0 1 [ 2 3 2. Sinuosity of channel along thalweg 0 1 6P 3 3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence 0 2 3 4. Particle size of stream substrate 0 1 1 5. Active/relict floodplain 0 2 3 6. Depositional bars or benches 0 2 3 7. Recent alluvial deposits 0 1 2 3 8. Headcuts 0 2 3 9. Grade control 0 0.5 1 10. Natural valley 0 0.5 1.5 11. Second or greater order channel o = Yes = 3 artificial ditches are not rated; see discussions in manual L -� B. Hydrology (Subtotal = S. ) 12. Presence of Baseflow 0 2 3 13. Iron oxidizing bacteria 0 1 3 14. Leaf litter 1.5 1 0 15. Sediment on plants or debris 0 1 1.5 16. Organic debris lines or piles 0 1 0.5 1 .5 17. Soil -based evidence of high water table? No = 0 Ye = 3 C. Biology (Subtotal = S. 18. Fibrous roots in streambed 3 2 0 19. Rooted upland plants in streambed /3` 2 1 0 20. Macrobenthos (note diversity and abundance) 0 2 3 21. Aquatic Mollusks '0 1 2 3 22. Fish L22 0.5 1 1.5 23. Crayfish to 0.5 1 1.5 24. Amphibians 911 0. 1 1.5 25. Algae 0.5 1 1 1.5 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5 Ot. r 0 "perennial streams may also be identified using other methods. See p. 35 of manual. Notes: Sketc {fi i {k/4_ I h � pdM5 19 SCP4 NC DWQ Stream Identification Form Version 4.11 Date: ' Project/Site: � 1 _- Latitude: Evaluator: , County: ;, Longitude:- Total Points: Stream is et least intermittent Stream Determination (circle one) Other 4� � � if z 19 or erennial if? 30" phemeral ntermittent Perennial e.g. Quad Name: i l A. Geomorphology (Subtotal = Z __ ) Absent Weak Moderate Strong 1' Continuity of channel bed and bank 0 1 2 3 2. Sinuosity of channel along thalweg 0 2 3 3. In -channel structure: ex. rifle -pool, step -pool, ripple -pool sequence 0 � 1 (cl- 2 3 4. Particle size of stream substrate 0 1 2 3 5. Active/relict floodplain 0) 1 2 3 6. Depositional bars or benches 0 1 2 3 7. Recent alluvial deposits 0 1 3 8. Headcuts 0 L2 2 3 9. Grade control " 0 0.5 1 1.5 10, Natural valley 0 0.5 �_ 1.� 1.5 11. Second or greater order channel No = 0 Yes = 3 a artificial ditches are not rated; see dis ussions in manual B. Hydrology (Subtotal = U) 12. Presence of Baseflow 0 1.1V 2 3 13. Iron oxidizing bacteria 0 ' 1 2 3 14. Leaf litter 1 0.5 0 15. Sediment on plants or debris 0 0.5 ' 1 1.5 16. Organic debris lines or piles 0 0' 1 1.5 17. Soil -based evidence of high water table? C No = Yes = 3 C. Biology (Subtotal = } 18. Fibrous roots in streambed 3 2 0 19. Rooted upland plants in streambed 3 2 1 " 0 20. Macrobenthos (note diversity and abundance) 1 2 3 21. Aquatic Mollusks `"Q'.3 1 2 3 22. Fish Q 0.5 1 1.5 23. Crayfish 0- 0.5 1 1.5 24. Amphibians 0>1_� 0.5 1 1.5 25. Algae F 07 0.5 1 1.5 26. Wetland plants in streambed FACW = 0.75; OBL = 1.5 Other = M iGr .. " is "'perennial streams may also be identified using other methods. See p. 35 of manual. �` l }TC " Notes:.T ��,t C"� C+ ._ `t �u. - �(/ �rY i1i- /i,# V ef,ft� t Sketch: -�j AB Tech - Hatih Branch and Gulley Restoration Antecedent Precipitation Plot a) ap C F K pt t6 ♦/ C O K Z T L T ❑ } � O O ❑ m m z }>1}�� V, O O 4-1 (13 J r6 U_ 3-- 0 Vl L i..L O N Q N O N I� vl N LC1 9 N N z CD N i O ao W � VI rn O N ro E L O Z Ln\ O 4-J Q U N L a-J W W U QJ a V 0 7 N ) m M O N O O V N Z N c C O ._ Q a C T U ❑ t6 M Z ~ Oo N Z L m N r � I91 ❑ a) Q u M N n L CO a M m O ca M io O r, o w aN ai N N N ON C O n n 07 N O Q M O N O 7 16 N r-I rl Ol rl c o > y U w �m CO R (6 a6 N lD l0 T T Q ON .... O n n to m 70 C O z O z O z N V O U Cm N t ❑ C •.-• m ri h Ol O] N m O O1 o7 01 �O N c O o a m of ai N ! r O O �--i R � N N N N N N O N N w N N 0 m r N N i 0 o In o ILI N M M Ill 9 N l0 M N tD n Q W O T N M l0 Z1 0 o C M C t0 N l0 lfl to 7 0 C N 1� Ill �N O lD co co m h h r-I h Q1 U o In to W o � — rn ui In In ui In M M M M O r TM C N � Z Y LLJ T W M M W T W u U CO C aO I!I l0 J O W J d M N N Z ❑ W J Z W m U ¢ Z v U U L M L aN Q S n a N C N N N N N N j C O O O N C W M M M T N N N ❑ N N N 0 m �m ap N ON r N O Q O M fl N � NN N L a1 ❑ N ul n m OL 70 u .a C N (7 p c N N N ^ V N c a ❑ C o a6 7E o x m o U R y w a 0 2 N V N 41 Q O ❑ O W O N � N � C O N W � a �,.�o ❑ w N V C ao O o 0 m a o _a 0 7 T O � a m E E C cn W7 LLa tD ul � M N ri O (S@gDUI) 112JU112d AB Tech - Hatih Branch and Gulley Restoration Plans 'm,���8He�n laausai3FZ � 0 yaws S Q m V3'I Q'I3I I" �°��� O �p? 01) DH'f}unoDaquzoaung eW� not;eao}sag XallnD pue uauL'ag glWH - uaa,L 9V a i N m m 0 o 0 d! rn ri 0 0 r. �O � o „ m i4 O F v 75 v O � cn o v nA (75 m o � F v� U r n v m N O �r Z LU N [O w U �w aLU � F+� LU tG sQ mV3"[Q'I3IM �oo 00 DN'XjunoDaquzoauna eW� uogt;zolsam XaIInD Put; qDut;za IB?L'H - 1pal av 5 I. 1 -- I \I r 1 f\ \� I I — X {pj J Y a 3 O C 00 iJ 0 0 0 .. y/ m� 3 /r 0 1 �r 1 °,lli' 0 ri °° 0 �s siogwXS pue sa;oN 0 s Q N V3'I Q'I3I 0 DH'f}unoDaquzoaung I" eW� uot}eao}sag XallnD pue uauL'ag glWH - uaa,L 9V a i v 3� O O D D O. C o 1 U/ I I E N E - � W Y ~ N 6R 0 w I I I I I I I I I SZ O d IlI I I : I @m _ s 5 g g Ne5 as=E E s ty wn m cgE o E88'�m 3 E a E �y B E # g W Aa Si B, mFaa a 'mo N 89 esW"u oa-e Y- as _ srQ gm ga°- B� 3�, �fi g "gsd nEF e' 'ga U :�`C and N-tlB3 �Sv E.S G �m E B8 EE «fi ro EBVID fi gmE �v' vamY3' iS'c8tion E E �Q .@ W5 v graosame mamm ogVsy "YaI °off W %E gE �hcv d;sz `�q= mm �Naj-"gmWW �9- sm=a_ a `�gmto Ema �a®P� g°�@ dew ?{® a� m «g m 3a 2°& Y 'A E �E mM Y OEW y,ggBE� og N3 ,vW °B8E' E B o e $cz N q9 mB fi �a ag�WEm�aa 8e�;mag"aaeEgm ®e g :iY' 8 ®Y�ae8'%`°Smm P�c85a m`9m �a8 Nufi„ �- 2� xEi?c gEs9 Evv�-c=g iy mgN y$ CE 'S i'x 3 eaa�E fi °asEEg n@'mm�Eg�m E O�EoB'gga em&`og �w Wit 4q. a�mfi Ng88u N c H m 888a v E a& p ffip E o' 4 g `mg�EB*48O p@E BE I s v v 'v F E$m`'°g 8@° �i c` E v g 8 O o s" n g q n� E L E E E N v a m& Q 9i g B 'cv'; g u o d r X g g v E @ E Ef A C@ g„a= �oa<Yt�ogmmasggaasammd;�sa E g goeva'NYn :ash=333apgg53�a38mWA&$"aN28'a `„ '8�b$""=88o`-a 5ma�wNm8ammea°m�BmWj-a�ee�dogIs.''.:��3 8.aN8AmaBmm�a / , ! fo ~ wom A I" �© a a&'� gcca uollejolsoN alenpuema± pWH -mom 9 � / \ � \ \ \ \ 2 2 E e z » _ � � \ 6 � \ � � \ _ ) / / 2 < = } ` �^ / a �z 10 a a113ozCI pue uelCI u pol4s �s eHg— � naarnzOAO XollnD LPreH 0* 1 0 DN'XlunoDaquzoaung eW� uogt=zolsam XaIInD put= qDut=zg Ipt-H - 1pal qv'Aft 7 a i 1 \ la a �o 011jozcl pue ueiCI urea ;S �s _HaH� X011-DL14ILH 0 DN'XlunoDoquzoaung eW� uogt=zolsam XaIInD put= qDut=zg upt-H - qDal qv a i U------------ Z _ .... 3 i i c ABl3 1S j I > ZL'EZOZ =AA]J , 6L+E Is I w I 89'SZOZ =A— a I9+E = tl1S I I b'9ZOZ =ABl3 j OS+E = Is a Hill W h C W I Z'BZOZ =ABl3 1 a w bE+E = tlls o 66'8ZOZ =ABl3 LZ+E=tl1S j Q 'ZE'OEOZ =A- �y Is ,Iayl ✓ 'NW 66'OEOZ =A— _ 80+E Is ;n tt U0Z =A- Y IO+E = tl1S .......:...... w a LE'ZEOZ =ABl3 s6+Z Is SS'EEOZ A— C8+Z Is I bE'bEOZ =A— i J I\ l SL+Z=tl1S ry _. 96'9EOZ =A— bS+Z Is Y a113ozCI pue ueiCI urear;s �s eHe X011-DL14ILH 0 DN'XlunoDaquzoaung eW� uogezolsam XaIInD pue qDuL-zg upt-H -1pal qv a i 2; o �. P � � m � J j r £6600Z =A313 o Y,��- a 01 F 00'OIOZ =A333 i tlL5 JAM I o ___"___- zozloz =n313 /. s �0Q.. Q1 /10 _ _ „St{1Z' - bi'£IOZ =n313 i 4rr I 0e+s Ob+s =tltl r i i 'q l i I Nm _ — /\X\ 1£ I , ti I sI'9OZ =A313 / - 0 roz / s +s tlu / i Iseloz n313 I o�� '� �o•'' � oo+s tlls I 202 • q / S �� /-I•. /� a zoz � o0 o • r e 133 —'e 133H53NI Ib3 i f� TI O O \ I 1 T �i 00 �I I �� ' /I, 08'IZOZ A313 �a I o J% I _ \ = `\ l \ \•\ O LZ'ZZOZ -A3 3I pp 99'£ZOZ.=A313 06+£=tlLS a �o 011JOICI pue ueiCI u P014S �s �,t'-HeH� � X011-`J L14ILH 0 DN'XlunoDoquzoaung eW� uogt=zolsam xallnD put= qDut=zg upt-H - qDal qv a i � s4F 661 I _ a - _ o>V ��--_ d aLLz 14 Ib'466I =ABl3 OS+C tl1S ZO'S66I -A— Sb+C = tl1S ZZ'966I =A- .. . bi'866I =ABTA- --- --� IN -- - -- 6I+1=tl1S W SZ'666I =ABl3 n ZI+L=tl1S I 11'000Z =A- 0 _ 4 IO-L=tl1S c O9'-1 -1- ZE-9=tl_< .. j.. OS'EOOZ =ABl3 1 1 A 1 59 bOOZ =ABl3 1 9 9=tl1S jm 1 I 1 1 1 Sb'9OOZ =ABl3 t EE'tNZ =A - II$ I j If IIII IIflHH ajr;OzCI Pue uejCI LLTLO14S MOTAJanO LPuezg L14ILH 07 O s Q; V3'I (TTI I" DN'XlunoDaquzoaung eW� ��� u011ejolsam XaIInD PUP 1Put;zg UPFIH - UPaZ 9v a i a _r kx�_ a a11jozcl puL uLICI ureal4s e;; e I Lazy LPuez9 L14ILH 0 S Q N V3'I Q'I3I tYl ice' �� `}S`S+�r _7 D�'�uno�aquzoaung gHf uogezolsam XaIInD pue qDuL-zg Ipt-H - 1pal qv a i �a ---- 1 x � 5 i Y i n iz t�EH53✓urnt3fvw � 1 - �� tz 133 Hsln o° I a r o a o s / f o � ; P a o (F Q \ IS S-tll _ 8 S � b 89'BZOZ lF, 1 _ 6 BZOZ A813 / SL+S=tl1S EE'6ZOZ =A— a, N b I66ZOZ =A313 N - l j I , N 09+5 tl1S I r I(i i I 1 I 1 SZ'OEOZ =A813 x N tl1S \\T _ 2 0 ab+S V1s 69'OEOZ =A813 a St OEOZ =A813 1 I / SE+S = V1s i t F x I �I/: • / �� S6'OEOZ =A— m n n n n n 6Z+S=tl11 � I / OO'IEOZ =A813 Z =A813 N Cl) OZIS OZ+S=tl1S W I s 1 CL7 65'IEOZ =A813 �\ c II+S=tl1S 1 6� w LL H 0�K j� I i W O O ^o( a i _ "p IIZEOZ =A3�3 I i5 /FG* ¢ L6+b=tl1S ) J J i. r' 3 o OS'ZEN =A— i 7 pp Sq, o i a s I6+b= V1s 48ZEOZ=A- - \ �,,� -oo3 se+a=tlls f w � a BC+b = tl1S a 3-10 > I _ � I , I I; r b tlNpy If N N N N N c -- I 1 1 ate: a113OzCI puL uLICI u pol4s �s e;;e ZLazyLPuLzg'BILH O S Q N V3'I Q'I3I tYl ice' O� `}S`S+�r _7 DN'XlunoDaquzoaung gHf uogt=zolsam XaIInD put= qDut=zg upt-H - upal qv a i m ¢� „off r --= � i s q 1f 7 I (aF n n n n n J 3� ' I It o W El ZO 99 CV1SASl zo ^ x OSZZOZ=A—�� O 1F ts, - is 1 ,1 I Cl)a W N C =ASl3 x oarol 1 is+c=nu O goad �' cs6zoz =ns/s w0 u LI Cl) d r .md EZ+t OZ =ASl3 EZ+L w =tlls O6'bZOZ =A- O f 66bZUZ =A313 I / 66+9 �o IS'bZOZ =A3l3 'I / —°A` 68+9=V1S "� o 3¢g �a fd �� o ¢ }C o 1 4, Iy+ ti - ; r x -a I 1 o yl a a113OzCI puL uLICI urear;s �s woe;; e E Lazy LPuLzg LPILH Zi O s Q m V3"[ Q'I3I I" DN'XlunoDaquzoaung eW� uogezolsam XaIInD pue I-PuL-zg upt-H - dal qv a i z x p \ C S 3HS 3N lH31VW E 133HS 3N nHN1VW "off F o i o % a o a 9+ I 1 j VS o IV << - r p - w 3� l 1 ro m 0. li a � 0£+pi=tl15 8 /y 61'600Z =n313 \. £I'ol0z =n313 � 5 --,d 4, o? at+ot=vss 1 \ I. a 1itl —� E6otoz =n3�3 ai /LL taiioz =n3,3 LL o� s o w /S� Esztoz =n313 1 �5 ro ooEtoz =n313 w - ,I ocEioz =n313 >� 11 O rV I --n313 6 W x ti -o<— cactoz -A— � ' — _ EE+6-- i 1s—Z =A— �0 _ o - �� _ 1I 11 00 N N N N N 10 � I i0 o a � } tl- 111 I} , 1 a a1 1 r 1 i J--, 33 I 0 1 � Z1 HS NI f e r a a11jozcl puL Ugcj urear;g �s �o eHe yv Lazy LPuLzg LBILH SQ md3'I Q"I3IAN DN'XlunoDaquzoaung eW� uogezolsam XaIInD pue �uL-zg upt-H - upal qv a i — o. o VS °s x £z+bl=tl�s £I 9661 =A313 ! �i 0 � , o 0 ti1 ao+al tls - ry ry ry ry 16— IS 9" ' 6Z'9=A313 as+ £' =tlis ,SRW cs9661 =n313 4 IQ -- IS �V 1 89 9661 =A313 x " I IL+£I=tlLS 1 66966I =n3,3 a3 a) or ' ��15Pe ry ry ry ry ., r � �`� 6Z'L66I =A313 r 69 r / 64 £66I313 1 0 =tl I - 05 Zb+£I=tll£ a 00 O F \� /// it SPF 45'866I =A313 x ui \ a y I — W ry ry ry ry ., W 88666I =n313 i W ry ry ry ry Z I o. o cn 4 1I J 1I o rjl� y _ 8£000Z-A313 9L+ZI=tlLS 01 Z8'000Z =A313 w 0 I x ✓i a LI'IOOZ =A313 V 1 Im 1 I +� 19 IOOZ -A313 _ `!\ y b£+ZI-IS �w £9 Io0Z =A313 Is P I6Io0Z =A313 i £Z+ZI=IS TL 1 I�1 yb £Z ZOOZ =A313 1 PF 8I+ZI-tlL5 x I} P b a c8 ZOOZ =n313 /11 �?o 6�an^fiT sE:a� ry ry ry ry ry 10 -� -� N 1 1 ry a F �m71, P 5 7 a �oe1H e� a113ozCI pue ueiCI ureas;s S Q N V3'I Q'I3I tYl ice' �� `}S`S+�r g'v eazy LPuezg L14reH DN'XjunoDaquzoaung g.f uogt=zolsam XaIInD put= qDut=zg upt-H - upal qv a i 9-861 —1 ry .. .. 6SL86I =A313 o - piso �- / L 91-Is 9 444vvv' 0'886I A =313 ml 4 N Z6+9I=tlls 11116I =A313 I1'886I =A313 p9 V 11 � f cc+91=tlls 60'6861 =A313 I /60 ti t 91 Is c j m u�i I 066t .A /. � LL si 0661 -A313 tl w 8£+91=tlls n 110661 =A313 I 91-Is t / z Z 91-Is 6Z'1661 =A313 4 91- IS 1 Z9'I66I =A313 i4 96+si=tlLs x m I z61661 =n313 IS W £61661 =A313 W LZ'Z661 =A313 tc+s[=tlss W 0 6z'z66i =n313 ' /9+sl=tl� °�' H w Qaa O a 5 Ss+ "S 89Z66I =A313 IS m o o-m 96'Z661 =A313 80'£661 =A313 5­1 IS bZ£66I A313 / ZEsi tlLs t bs £661 -n313 / I i 5P ,, ,y� f bib66i =n313 � bT' 1 =A313 i 1 zo+sl=tl/s O 64' 1=A313 - 0--- £6+b1=tlls o� ¢w _ /. 8C466I =A313 f � � ,� �� oa+ai=tlls rr I• D� � I � l' - p�, I I A 8Z's66i =A313 I x I'/� I is x" e 19's 1=A313zs+al=Is = �`� x�'yJI �s`�p�l , ' iI � � �� I � s6�s66[ n313 1 16'166i =A313 ,z 5 i33H$ 3N1 W a ��wo e;;e — a113OzCI puL uLICI ureas;s �s 9 O ice' gLazyLPuLzgLPILH S Q N V3'I Q'I3I tYl O� `}S`S+�r D�'�uno�aquzoaung _7 gHf uogt=zolsam XaIInD put= qDut=zg upt-H - upal qv a i a�t, i pm - 0. LL a i omi o 0 3 £6+al=vss o ,o � si'£86I -A— al=ems Is'£86I =A313 I� �a o` � 46'£86I =n313 m x m' A ro LI z tz-1 =A313 _ w ory 4 Ts.v of+al=vss - O V i _ Cl) o - a� , a� =n313 06— a 1 40'9861 =A313 Oa+LI=tlLS _ � ASS x 11: � £b'986I =A313 I O I = c 3 as 9a61 =n313 I hm i G i OZ+F �i 5 t m I 8£'l86I =A313 i Z Z — " �5r Uo sajgel 3uRue1,1 �s sajgel 3uRueld S Q m V�r[ Q'hI M DH ' f}uno� aguzoaung gHf uot}eao}sag XallnD pue uauL'ag glWH - uaa,L 9V a i EA ullll OEM OHIO ZO y 8 e 3 F' S 5 � � - 0 of z i� z r r r "'I a E IL z z� z g > 5a 5� a a a € € 0, o o 8 - 8 2a °9 2a _ - 00 / // 00 / 00 S A E X � � E Y € 8 5 Z - a o V t � 4 N e�^ e a f S a t a �a isEE� 0 i S n a a a a a a a a a a a a a a a a d a a a a 8 2 S y A � 8 8 u E SSS �� S L fig` 8 888 E a s � r 6 r F 9 2 E W w 4 R C 0° € 0 ° € aza,a� �o 9oa�sti� 1 �I ,o 0 0 I I uel,l 3uTIueld M@TAIano 3ur4ueI l JN 'XjunoD aquzoaung uOpelolsam XaiinD put= IPut=zg Iptt=H - 1po l qv I' ----- III �-----�' I �m \ 7 �O �o a \� 4 zo 5 z � o z 5 5z 4/ ' g \ a om o a 50 3 < \ o. a 09 o a — — o o p \ 0o a o l •r oll ew-7-7 91,11 M a IZ/ZVZT a z —i O fl 0 fl 0fli fl fl 0 flfl / 8H16� ue1,1 SUT ULId �s 0 s Q N V3'I Q'I3I I" DH ' f}uno� aquzoaung gHf not;eao}sag XallnD pue uauL'ag glWH - uaa,L 9V a i iV p �p z �80 i3z I / / z <o — � / w 0 ° ZO �s 8 w 1� / - z° ° S :' 0z z �g > z 5� Iz 3 00 50 / 00 / 00 H Hg- 16� ue1,1 Sur;ULI l �s 0 s Q N V3'I Q'I3I I" DH ' f}uno� aquzoaung gHf not;eao}sag XallnD pue uauL'ag glWH - uaa,L 9V a i Al Jo 'o'er <wo 00 i3z ZO OZ o ,j!✓1j yl vT �l 3a zo c o ° / G/ / a ZO /✓////�i �y �� 5 z �(•%n g 5 z 510 o°K✓o 'I Y zz ga I; , og o �115l 3 0� ow .0a / nP o' sQNV3'I Q'I3Im uel,l 3uTIueld DN 'XlunoD aquzoDung uot}eao}soN XajjnD pue Yul=ag glWH - YOLL gV I 1 �l L�c 33Hs3NnHDivw f L zai33Hs 3NnH�ivw ` pa, NN 9utit,� H 8Hg— 10 ue1,1 Sur;ULI l 0 s Q N V3'I Q'I3I I" � p? °DH ' f}uno� aquzoaung gHf not;eao}sag XallnD pue uauL'ag glWH - uaa,L 9V a i a \ V A \\ \ __ -_ ., -��� \ \ .A. Pp�w lo 5 o 05 z z o oz 5z 5� o2 om 50 - ol 3 No. a ooQ // 00 / O / 00 / 00 / 00 �� na Ib ULU 1014UOD 4U@LUTPag Pue uorsozg �o� H- M@IAIano O * S O s Q N V3'I Q'I3I I" DN'XlunoDaquzoaung eW� uogt=zolsam XaIInD Put= qDuL-zg IpF-H - 1pal qv a i a �z o' ULU IoRuoD 4uauzrpaS pue uorSozg S Q N V3'I Q'I3I tYl �' o� ds `S+�r DH'XlunoDaquzoaung eW� uot}eao}soN XallnD pue uauL'ag glWH - uaa,L 9V a i N - a 3 s a � o aot —aoi J o° o° oa I 0 66, � goo J ------------ p o Voo OSOZ� D 00 OVOZ OQ oo 0 II (w /i Zt4.JK{S OS� 7/�{� 'r I I I I I ` I NF I I I I I ULU I014UOD 4uauzrpaS pue UOISozg S Q N V3'I Q'I3I tYl �' O� ds `S+�r DH'f}unoDaquzoaung eW� uot}eao}soN XallnD pue uauL'ag glWH - uaa,L 9V a i s�oz— 2 _-10 o;"__ - o f E1p� 4° ybS, % _ }- \ _ — — — — � � — Z'S 3NIlH�1VW 133HS I � °J °OJ ♦ p°J O _ °O O _ i i cstoz, 9- `J b T --`_� ___�j —_ o' Y �y0 r -- --------------------------- / (I 0 r __ I°r `zaNnNo�.vimYa3Ns _ — — 000z °°- - „ ` , °°pZ , �♦ e _. _ - - t DSO° r , 2 ��ss al Ha�o� H- 'fib ULU IoRuoD 4U@LUIpaS pue UOISOJA S Q N V3'I Q'I3I tYl �' O� ds `I+�r eW� DH'XlunoDaquzoaung a i uot}eao}soN XallnD pue uauL'ag glWH - uaa,L 9V � f 1 1 1 z — f 3 a 4 I I _I I � / I I I I' I I I el " o o , 1 _o a. Ir �T I I Yr ,tip o� n. /i l� p, �� _• \ � _ ������• E'S 3NIlHJ1tlW 133HS `b 133HS S CI;T-V [ (TTI M 1p O T Ii T a =5.,3�NIl H�1VW 133HS I' S 53NIlryj1 b+�•1�RS� � i I I �p upld 1014UOD4uauzrpaS pup UOISozg DN'XlunoDaquzoaung uoI}Ldo}SON XOTTnD puL' uauL"g UILWH - uaa L 9V a uelcl I014UOD 4U@LUIpaS pue UOISozg --He � 1 Ueld S2BA 0 DH'XlunoDaquzoaung eW� uot}eao}sag XallnD pue uauL'ag glWH - uaa,L 9V a i \\\ o J W 133H5� ! I 0t02���� ®o O ol I a . 0 se 61 oo_k \\ a LL � I " LL 000z �yy a ��s I / a / 6 � / r / 1` J s s�i LO D �I O" d'. t �oeHe� saI33?2I 9 s Q m V�ri Q'hI ��1 0 I"wa[ ��) DN ' f}unoD aquzoaung uot}uao}sag XallnD puL, uauOlg gITH - YOLL 9V a i s tl so i�3= J� ns 7 I s<� �iq U 9g 11 z sus o o o3o -- ro a� c �a� ao m o o A v w 3 g & $doo€ i v ' 0 o o .8o -oN o- z ,a5o3o� o - wG z�a - -o o aPo wa o- 3� a SIM @G �s zo�a wo:eHe n sazry�n.Rg �•� s Q N V�ri Q'hI tYl ��� O ) DH ' f}unoD aquzoaung �Oo� eW� uot}uao}sag XallnD puL, uauOag glTH - uaa,L 9V a i o 5 o mo o o o K. o _ MISS _ G NEW o� zk - ° MEMBER _ — 3 ' — — _ — = — O11 z — U, -- — � � 10 p — — C 0 z _ 0 —=__— ° — _= = _ <C 2a RH - a <Lon �o v c 3 m < — a L11 oz _ 0 a � ¢W O C o O O 0. N° o al al a ° 3 3a _° 0 3G Y a010 o O ° m� o 0 5o o gQ�a vO oo o m y v LLo 3�0�W a - o �8 0 zo w� zo a o� a�°� ICI:', pp - oG° v �� z og �i'o a G _ N0 a� 5z a��a a -a3 1-0 zGa - f °Q °gaw _o j v 7- ++ - o �`_�. a Q 1' 2wu mzoa�p°° _ �z zma3�a -0 ~o o _ v _oY i7 5y 3 N�zoo 0 oCQ z GoW _ o ? oo3 �>a>a 0. lu o oogo 10 a Llo 00� 'o > 0 Lo �o 'o 10 30: —0 1. o " 0 p o =°a 0 °G < --0. 0 0 �0 3a 2 LL m « ! % alarm a9 C*9 wcK &Jy« DN'XlunoD qco a m7 ®y�ICn2a ?am p� -mom 9 , . - \- b± � ( ƒ � � \ / \d L 4! _ 0 ti�zsrs.�,.' �, slre�aQ ,ems o SUT ULId •n �7 s Q N V�ri Q'hI I" 0 ) DH'f}unoDaquzoaung eW� uot}uao}sag XallnD puL, uauOlg gITH - uaa,L 9Vo a i o o - 3 o n N o O Ylo 0 O o LL A \ O o 0o o j/\/ice A o o. A G o -o o m o Fo ^� a a w C z pOz x v -d o = Jf F " o¢> o c z - _cxo �¢mo Fes¢ o o c ° O g o o o � Oo Rl - -ZO o c Fm�Q o°o z o 5.� o¢ o o F o z c oG �600z Fz ¢ o�-o o¢Po o o o o �zc o-O o o z C - g moz - G �w Qzo agz Q a �z a p3 �o �a G000 00 °a mo 0 z3 z3� w m o O pId ro 0 zz ,,, 'o OOY� -\\% z o z %i _ a z m a a o V/VA/VA/VA/Vx _ o ga a mlo v o �z v v 3 / - C O °� m z � v a \\\/\\9\/\\ // // // 0 \/ � 3 -o zo o _ , zW z zmo a _H z, o �a x����� o - z5z o I o,°o� zF 8 zu - ': N5 o-p5g0oo�h�o o"Qoz �°o�oocoF� ou ?zw z� �>5 c ........ zo °z - a5 -- 0�°,5 ¢ o ¢xz� xu GOOF - ozo o _°0�3 0 ti.�.�,.' 'Uo sj1elaQ o e e 9 �oy� DSA �' 9 S cr;N aql," � of o� s DN 'XlunoD aquzoaung ew �v uot}uao}sag XallnD puL, uauOlg gITH - uaa,L 9V a3 G3 3z- us aoxa,�a 75 75 - 3 03 �CC z /t i �1 - o�0 1� — aaa�o SKI 33o�a o3�oN�w oga000¢az 3>_oN�ao�,�awo�oa33�3a�a o3z o�o wax 1 W-H-9 '�� SIre T DSA ,ems 9'9 d �N}uno� aquzoaung ew SUN V%' I Q'hI M�� UU -I not �,to a } � �Sa n u� au�,� N ii DP u gu}. t� as H-u ,L9V a i , 3dO1S10301 Cr zx V H Z LLO F xm G w a a ap Va' J a U � U% �f 0 1° �J w F - f w 9 xz L r X G IL<<2H z "4- zoo ��a r zaa s E• s £ " 3 L = a a a o17 �Vgd a<3301ldAll A'Nodoi aasF �30 o3a" k ama� I o< 3 4 3 75 a75 o 3 3� �¢ � �n z lull o 0 30 N az 3 a < o w 3 - a � w �3a3o 3Ga =3x .. � m - H- S CT;T-� I (RI AN � :�1 3 p Y 8 3 5 m � a SIMPO DSA DN 'XlunoD aquzoDung uot}Uao}soN XallnD pul= YuOlg gITH - gDOI gV ❑ 0 0 ❑ ❑ ❑000OEl El El El El ❑00001 3 ❑ 0 D D D ❑ ❑ 0 0 0 ❑ 0 ❑ 0 0 ❑ ❑ ❑ ❑ ❑/\ A 00 00 00 00 00 3V g zC zw 3� ooG�a G w Qaa o3opFQa �z u� 0�0-�30 � 3osz a��3a� 03� zg� ifJ �a�wz?: � 3p- O- 3 �l G�V�o oWo Fz — ,� AVMaVOtl �NILS'�X3 Ul a'. u W z J z a Lu Wa' z W gp Vw z2 O V z �ozaz�a sIMPO ,ems eH- wy? uogezjjjgL4SpunoD-IODD I 8*9 0 sclZ Ta�'lm � o� o� s DN 'XlunoD aquzoaung ew uot}Uao}sag XallnD puL, uauOlg gITH - uaa,L 9V Y Y y \ §a - o s3 - _ ��v O - E'o O i= ,ez aeoa o v o 3 a a v - = L v 'v3 = 3o—g v o� c E -= o? -> 3 3 s o -oE `w Y - - E v - o o 3 2 `0 �E - �`- 1a _ '�30 on _ `3 - `o W =g s w= ° Ew _ o t ooVnt �-Y' e -= � 3C= t�v� v` �3 G33t =t o o -Y ca .� =8s o ono _� tE t �G z o-E �v _ -4f ° E v ° o> 2' � E E- 0 2' v o o a ` v 3 Q =O G - a E 3 S �3 o = �to`o �E= too„ on KL 33 °-=0>o os `w v = x0- 3= r� s= -" v° Ev E v 3 w� t > w o i F =t v 3 Y o ._ �.J 3v w3E Eve`° v3�_ 3w _ wo o v ¢v Z ovn _ - 3 o _ E - - > .� ° s t 3 v c a o o I —I o e m W e N m v L v n m o° o Y o m-- O - 1 z o°o «'o°v - n¢5 uvi �o°n`o o° ou I --I ���� x ,� H E t - w -o ;: E - - - - - o m o _ -o ? w�.3 0 3 ov_ .3 EY �Ew c - v o o _ w _ r =3 - E '-�° `� v v ' _ off" 3 o o `v E_ - z w v� 3 o ° G 3 v- 0 3 -' o - = o v E� - z v E" �j z- `ov= _ zm `w SE E �_-_ - `03 v`- sml u �' - 3 - - - o s 3 - _ - - _ - - G .o .3 0 3 0- 22 o o o= _ „-3y _ `o v v _ wox-O ��., n3` - �3Y°v -'vim° w- = =>v YES - z v = _ - zz "-" -_� xE"-�E= ;r`o - u = uy�u - N «vo C > oa' m 3' 3� 3v �3� 3 `- O� _ _ O "m a Oti°,«oa I� E z a_ a u= m ,. z a 9 3 w uo o`n ¢` ° o o` a o ° 3 u u a a s„ o `o a w v a w a n z z c z Fi -° io ° io n m oia o o v ° _ - - o ° L -� �� oo-O vO// z �mvoLk o 3o s.,o-2 � 3_; �. __ vhu2�o =- =oxs g� v so E?r?s`g3o �a� -E O� o - oo E =_ -` E v E o v 3 V- _ t U xg ova 'E� 3 z°3 �3o c " 5Yo_ _ =E v G °ol So - O A - u °- w _ O = LL oy ; m �E 02' z t°�oE S 013 o' o n oG = 3 `_ = - 5N o� -o. ° g-° 8 03�--? - G°u ozo - z _ ° G E ms m° $.'�° °-- ° - N�_ -�ol Ea N - - "E�_ g �z E� av �Y-Fvr`,"=s - G'v^o¢¢iaon " o v ° u v n Ow -C> 1O O rc 3au v �x �m�a�E G o�Lum .. .. Nm � � zonav„ � z° z�o'9v F o.3 vE v�LL ° _Y 3vCnv H c -�Ev 0 o wvw '°�° �3 Y .3t m G EvE a3o. mU w� -- T �o slrL uopDadsuI �s 6* 9 0 wy2 �s o� s JPS - IODDN �� ��}uno� aquzoaung ewe SQNV�ri Q'hIM�� �J -IT �v uot}Uao}soN XallnD puL, uauOlg gITH - uaa,L 9V a o. o o O W U W w w Wo zo ool o FL 3 3 3 - -- v - E v 3 - 3 v - - z ol v v E a o.`wE 3 E W 3 w u _ �� c Eo v ° E t v _ w E n E �— / F� o. ` w w O v o - Y Y v o 3 o m E 3 U O 3 o W 3 E E z c ? w 3 `o O N s 3 15 v z Q v 3 m - r E - - - o U o Gz -- W Eo a t - o E .� _ _ o 3 o n v ou. oo. zo t E �'> 3 3 3 nEY n to vjv o °nE o `w m 3 ovcn s v 0 ol 3s -oo v �.J l a w 3 v 3o a E E a r 3 U = Y o a o E c E v c `o s Y' 3 z o = w ` 3 z - _-„ E t w E t v E - - E z G? 3 E _.`-o _- 3- W w o z E -nEo _ Env n3o-�Ev o n>>n Go z E c o. t 6 o. 3 _. _. _. _. _. z �3 � _ E- _ z � w G O - - _ E��-� w G v w oW a� 3 E � G n 3 � 3 0 o a o z w = - - z o o a `o t w E a E 3 o� N a � z g�� � 3 m E��� n Y _ f v E E z - - - o ~ E E c n �_ E c �_ �- v o En o �wEt `wu v o � v � o�� o �„° E° o E w E - �1O- o _ �= � 3o a �� o ��3 c O � � o v � � v E E - - � 3 E E � E E - C E� o E- a .Ego ��