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Home My WebLink About20201400 Ver 1_ePCN Application_20210526DWR Division of Water Resources Initial Review Pre -Construction Notification (PCN) Form April 4, 2021 Ver 4 Has this project met the requirements for acceptance in to the review process?* 6 Yes ✓ No Is this project a public transportation project?* CYesr No Change Only if needed. BIMS # Assigned* 20201400 Is a payment required for this project?* ✓ No payment required ✓ Fee received 6 Fee needed - send electronic notification Reviewing Office * Winston-Salem Regional Office - (336) 776- 9800 Version#* 1 What amout is owed?* r $240.00 6 $570.00 Select Project Reviewer* Sue Homewood:eads\slhomewood Information for Initial Review la. Name of project: Hodges Stream Restoration la. Who is the Primary Contact? * Derek Goddard 1b. Primary Contact Email:* derek@brec.biz Date Submitted 5/26/2021 Nearest Body of Water Linville Creek Basin Watauga Water Classification C Site Coordinates Latitude: 36.24581 Longitude: -81.7477 lc. Primary Contact Phone:* (828)964-9349 A. Processing Information County (or Counties) where the project is located: Watauga Is this a NCDMS Project ✓ Yes r' No Is this project a public transportation project?* ✓ Yes r' No Pre -Filing Meeting Information Is this a courtesy copy notification?* ✓ Yes f No ID# 20201400 Version 1 Pre -fling Meeting or Request Date 10/6/2020 Attach documentation of Pre -Filing Meeting Request here: Click the upload button or drag and drop files here to attach document DWR Pre -Filing Meeting Request Form.pdf Fie type mast be FCF la. Type(s) of approval sought from the Corps: fJ Section 404 Permit (wetlands, streams and waters, Clean Water Act) I— Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act) Has this PCN previously been submitted?* ✓ Yes 6 No 1b. What type(s) of permit(s) do you wish to seek authorization? I7 Nationwide Permit (NWP) I- Regional General Permit (RGP) I— Standard (IP) lc. Has the NWP or GP number been verified by the Corps? ✓ Yes(-No Nationwide Permit (NWP) Number: 27 - Restoration NWP Numbers (for multiple NWPS): Id. Type(s) of approval sought from the DWR: 17 401 Water Quality Certification - Regular I— Non-404 Jurisdictional General Permit I— Individual 401 Water Quality Certification le. Is this notification solely for the record because written approval is not required? For the record only for DWR 401 Certification: For the record only for Corps Permit: If. Is this an after -the -fact permit application?* ✓ Yes 6' No 50.93KB I— 401 Water Quality Certification - Express I— Riparian Buffer Authorization lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? ✓ Yes ( No lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? ✓ Yes rNo Acceptance Letter Attachment 1h. Is the project located in any of NC's twenty coastal counties? ✓ Yes r: No 1j. Is the project located in a designated trout watershed? (1- Yes r No ✓ Yes 6 No ✓ Yes 6 No B. Applicant Information Id. Who is applying for the permit? I— Owner 17 Applicant (other than owner) le. Is there an Agent/Consultant for this project?* 6 Yes r No 2. Owner Information 2a. Name(s) on recorded deed: Timothy J Hodges 2b. Deed book and page no.: 1822/143 2c. Contact Person: 2d. Address Street Address 1493 Linville Creek Road Address Line 2 City State/ Province / legion V las NC Postal / Zp Code aunty 28692 US 2e. Telephone Number: 2f. Fax Number: (336)844-4088 2g. Email Address:* thodges@hodgesrealestatenc.com 3. Applicant Information (if different from owner) 3a. Name: Derek Goddard 3b. Business Name: 3c.Address Street Address 1520 Meadowview Drive Address Line 2 aly Wilkesboro Postal / Zip Code 28697 3d. Telephone Number: (828)964-9349 3f. Email Address:* derek@brec.biz 4. Agent/Consultant (if applicable) 4a. Name: Derek Goddard 4b. Business Name: BREC PA 4c.Address Street Address 1520 Meadowview Drive Address Line 2 atY Wilkesboro Postal / TZp Code 28697 4d. Telephone Number: (828)964-9349 4f. Email Address:* derek@brec.biz Agent Authorization Letter* SIGNED_AG ENT_AUT HORIZAT ION. pdf State/ Province/ legion NC Country USA 3e. Fax Number: State / Province / legion NC Country United States 4e. Fax Number: 21.95KB C. Project Information and Prior Project History U 1. Project Information 1b. Subdivision name: (if appropriate) lc. Nearest municipality/ town: Vilas 2. Project Identification 2a. Property Identification Number: 1991091231000 2b. Property size: 32.818 2c. Project Address Street Address 1495 Linville Creek Road Address Une 2 (7ly State/ Bovine/ Region Vitas NC Fbstal / Zlp Code Country 28692 USA 3. Surface Waters 3a. Name of the nearest body of water to proposed project:* Linville Creek 3b. Water Resources Classification of nearest receiving water:* C 3c. What river basin(s) is your project located in?* Watauga 3d. Please provide the 12-digit HUC in which the project is located. 030501010301 4. Project Description and History 4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:* The site is a rural cattle farm vsth sparse residential homes. 4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?* ✓ Yes f• No r Unknown 4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR) USGS_TOPO.pdf 98.58MB 4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR) SOILS_MAP.pdf 592 42KB 4f. List the total estimated acreage of all existing wetlands on the property: 0 4g. List the total estimated linear feet of all existing streams on the property: 2047 4h. Explain the purpose of the proposed project:* To improve water quality and wildlife habitat of the watershed. 4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:* The project seeks to impact 1219' of Linville Creek and it tributaries as part of a USDA- NRCS stream restoration project. The project will use excavators and similar equipment to install instream structures, bankfull benches, reslope banks, and establish riparian buffers. cattle will be excluded from the riparian area. 4j. Please upload project drawings for the proposed project. HODGES_STREAM.pdf 5. Jurisdictional Determinations 5a. Have the wetlands or streams been delineated on the property or proposed impact areas?* ✓ Yes (7 No Comments: 5b. If the Corps made a jurisdictional determination, what type of determination was made?* ✓ Preliminary r Approved r Not Verified r Unknown a' N/A Corps AID Number: 5c. If 5a is yes, who delineated the jurisdictional areas? 10.26MB O Unknown Name (if known): Agency/Consultant Company: Other: 5d1. Jurisdictional determination upload 6. Future Project Plans 6a. Is this a phased project?* r Yes ( No Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity? D. Proposed Impacts Inventory 1. Impacts Summary la. Where are the impacts associated with your project? (check all that apply): r Wetlands fJ Streams -tributaries r Open Waters r Pond Construction 3. Stream Impacts r Buffers 3a. Reason for impact (?) 3b.Impact type* 3c. Type of impact* 3d. S. name * 3e. Stream Type* (?) 3f. Type of Jurisdiction* 3g. S. width * 3h. Impact length* S1 Pump Around Temporary Dewatering UT To Linville Creek Perennial Both 3 Average (feet) 10 (linear feet) 32 Restoration Permanent Bank Stabilization UT to Linville Creek Perennial Both 3 Average (feet) 289 (linear feet) S3 Pump Around Temporary Dewatering Linville Creek Perennial Both 5 Average (feet) 10 (linear feet) S4 Pump Around Temporary Dewatering Linville Creek Perennial Both 5 Average (feet) 10 (linear feet) S5 Restoration Permanent Bank Stabilization Linville Creek Perennial Both 5 Average (feet) 386 (linear feet) S6 Restoration Permanent Bank Stabilization Linville Creek Perennial Both 5 Average (feet) 504 (linear feet) S7 Pump Around Temporary Dewatering Linville Creek Perennial Both 5 Average (feet) 10 (linear feet) 3i. Total jurisdictional ditch impact in square feet: 0 3i. Total permanent stream impacts: 1,179 3i. Total stream and ditch impacts: 1219 3j. Comments: 3i. Total temporary stream impacts: 40 E. Impact Justification and Mitigation 1. Avoidance and Minimization la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project: Project impacts only included stream on the property that lacked riparian buffers and was actively eroding and has livestock access. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques: Project vwll stabilize the site prior to large rainfall events and work from the bank whenever practical and possible. Late model equipment free from leaks will be utilized. Fueling of equipment will occur 100' from the stream. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? r Yes f No 2b. If this project DOES NOT require Compensatory Mitigation, explain why: F. Stormwater Management and Diffuse Flow Plan (required by DWR) 1. Diffuse Flow Plan la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? ✓ Yes ( No If no, explain why: 2. Stormwater Management Plan 2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?* ✓ Yes G No 2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)? 6 Yes r No Comments: G. Supplementary Information 1. Environmental Documentation la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?* 6 Yes rNo 1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina) Environmental Policy Act (NEPAISEPA)? * ✓ Yes ( No Comments:* Not Required for USDA Projects 2. Violations (DWR Requirement) 2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or Riparian Buffer Rules (15A NCAC 2B .0200)?* ✓ Yes f No 3. Cumulative Impacts (DWR Requirement) 3a. Will this project result in additional development, which could impact nearby downstream water quality?* ✓ Yes a No 3b. If you answered "no," provide a short narrative description. The project will improve water quality 4. Sewage Disposal (DWR Requirement) 4a. Is sewage disposal required by DWR for this project?* ✓ Yes f• Nor N/A 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or habitat?* ✓ Yes 6 No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts?* ✓ Yes a No 5d. Is another Federal agency involved?* c Yes What Federal Agency is involved? USDA-NRCS r No C Unknown 5e. Is this a DOT project located within Division's 1-8? ✓ Yes G No 5f. Will you cut any trees in order to conduct the work in waters of the U.S.? ✓ Yes rNo 5g. Does this project involve bridge maintenance or removal? ✓ Yes O. No 5h. Does this project involve the construction/installation of a wind turbine(s)?* CYes(-No 5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.? ✓ Yes G No 5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? USFWS.gov Consultation Documentation Upload 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as an Essential Fish Habitat?* ✓ Yes ( No 6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?* USFWS.gov 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?* ✓ Yes (No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources?* NCSHPO.gov 7c. Historic or Prehistoric Information Upload 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-yearfloodplain?* ✓ Yes (No 8c. What source(s) did you use to make the floodplain determination?* NCFRIS.gov Miscellaneous Comments Miscellaneous attachments not previously requested. Signature * rJ By checking the box and signing below, I certify that: • The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and • The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time. • I have given true, accurate, and complete information on this form; • I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); • I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); • I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND • I intend to electronically sign and submit the PCN form. Full Name: Derek S Goddard Signature .0t4e,z,5'C reatee Date 5/26/2021 AGENT AUTHORIZATION FORM Property Legal Description PIN: 1991091231000 Address: 1495 Linville Creek Road Vilas NC 28692 Property Owner : Timothy Hodges The undersigned, registered property owners of the above noted property, do hereby authorize Derek Goddard (Agent) , of BREC, PA (Name of consulting firm) to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this permit or certification and all standard and special conditions attached. In addition I hereby authorize BREC & it's staff to have full access to my USDA & NC Ag Cost Share Applications, Files & Documents. Further I authorize BREC to seek NCDWR Funds to match this grant. Property Owner Street Address (if different than property above): 1493 Linville Creek Road Vilas NC 28692 We hereby certify the above information submitted In this application Is true and accurate to the best of our knowledge. Authorized Signature- Print and Sign o Date: gPb/IS3 DWR Pre-Fil ing Meeting Req u est Form Contact Name * Contact Email Addre ss * Proje ct Owne r * Proje ct Name * Proje ct County * Owne r Addre ss:* Is this a transportation proje ct?* Type (s) of approv al sought from the DWR: Doe s this proje ct hav e an e xisting proje ct ID#?* Do you know the name of the staff me mbe r you would like to re que st a me e ting with? Ple ase giv e a brie f proje ct de scription be low.* Please give a couple of dates you are available for a meeting. Ple ase attach the docume ntation you would like to hav e the me e ting about. Derek Goddard derek@brec.biz Tim Hodges Tim Hodges Stream Restoration Watauga City Vilas State / Province / Region NC Postal / Zip Code 28692 Country United States Street Address 1495 Linville Creek Road Address Line 2 Yes No 401 Water Quality Certification - Regular 401 Water Quality Certification - Express Individual Permit Modification Shoreline Stabilization Yes No Sue Homewood The project will conduct stream restoration of 1125 feet of Linville creek and a UT using natural channel design techniques. The project is funded by USDA and DEQ. Livestock exclusion and buffer restoration is included in the project. 10/22/2020 10/23/2020 10/28/2020 Signature * Submittal Date HODGES_30%.pdf 2.02MB pdf only By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section 401 Certification Rule the following statements: · This form completes the requirement of the Pre-Filing Meeting Request in the Clean Water Act Section 401 Certification Rule. · I understand by signing this form that I cannot submit my application until 30 calendar days after this pre-filing meeting request. · I also understand that DWR is not required to respond or grant the meeting request. Your project’s thirty-day clock started upon receipt of this application. You will receive notification regarding meeting location and time if a meeting is necessary. You will receive notification when the thirty-day clock has expired, and you can submit an application. 10/6/2020 ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│―│ ―│―│―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ 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BLAIRMONT DRPISGAH NATIONALFOREST BLUE RIDGEPARKWAY YadkinRiverMu t t o nCrBrownBr RockyBr WinklerCrBoo n e Fork HodgesCr L a n c e C r Heart LakeWataugaRiver A h o B r Winkler CrPayne BrM a r ti n BrBrushyFork Howard Cr L a u relF o r k Sims CrLaurel Cr ColdProng HowardCr Chetola Lake Boone C r LinvilleCr Long B r GroundhopBrGreenBrTrivettBr BooneForkA S U Lake Trout Lake C h i n a C r FlanneryForkPenleyBr Price Lake F l a t TopBrWinklerCrUpperLaurel For k DoeFork HarrisonBrCannon Br HootCampBr EForkSForkNewRiver Bass Lake H o r s e B r NewYearsCrHa y e s B r BeeTreeCrS o u t h F o r k N e w R iv e r MiddleForkSForkNewRiverMiddleForkSForkNe wR iverSum pterCabinCrGoldmine Br N o r r i s Br Sims Pond Barnes Cem Woodlawn Cem Cook Cem MountLawn Cem White Cem Coffey Cem CoolSpringsCem Pitts Cem Brown Cem Hollars Cem Moretz Cem Gragg Cem Shull Cem Horton Cem Middle ForkBaptistChurch Cem Moore Cem Green Cem Hartley Cem Pitts Cem Frye Cem PinyGrove Cem Miller Cem LaurelForkCem Baldwin Cem Hayes Cem Boone Cem Greer Cem Williams Cem Winkler Cem Hayes Cem Cone Cem Edmisten Cem Adams Cem Craig Cem Edmisten Cem Vannoy Cem Elrod Cem Gragg Cem Yarnall Knob Raven Rock Snakeden Mtn Wilso n R i d g e H a p p y V a l l e y Shulls Mill Raven Rocks Trivett Gap Hodges Gap Mayview Park AnsleyHeights Rocky Knob Martin Knob D o e R i d g e Green Knob Thunder Hill Echo Park Poplar Grove Sauls C a m p R i d g e SandyFlat Gap GrandviewHeights Buzzard Cliffs Chestnut Mtn Oak Grove White PineCliffs Hillcrest P i n e R i d g e Straddle Gap Howard Knob S t r a i g h t R i d g e Lovill Pigpen Knob Baird Mtn BOONE Myria Knob Buckeye Gap Bingham Hill H o r s e R i d g e F l a t T o p M t n Husky Knob R i c h M t n Deck Hill Bull Mtn Perkinsville Blackburn Knob BlowingRock 00 01 02 03 04 05 06 07 08 09 10 99 4011 000mN 99 00 01 02 03 04 05 06 07 08 09 10 3998000mN 11 34 35 36 37 38 39 40 41 4233 443 000mE 34 35 36 37 38 39 40 41 42433000mE 43 MA MA MV MV 36.1250° 36.2500° -81.7500°-81.6250°36.2500° 36.1250°-81.6250°-81.7500° QUADRANGLE LOCATION BOONE QUADRANGLENORTH CAROLINA - WATAUGA COUNTY7.5-MINUTE SERIES BOONE, NC 2019 ROAD CLASSIFICATION Check with local Forest Service unitfor current travel conditions and restrictions. FS Primary Route FS High Clearance RouteFS PassengerRouteª«▬Interstate Route State RouteUS RouteWX./H Expressway Local Connector Ramp 4WD Secondary Hwy Local Road U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY This map was produced to conform with the National Geospatial Program US Topo Product Standard, 2011.A metadata file associated with this product is draft version 0.6.18 CONTOUR INTERVAL 40 FEETNORTH AMERICAN VERTICAL DATUM OF 1988 SCALE 1:24 000 1000 500 0 METERS 1000 2000 21KILOMETERS00.51 1 0.5 0 MILES 1 1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 FEET × Ø GN MN 0°24´ 7 MILS 7°27´ 132 MILS UTM GRID AND 2019 MAGNETIC NORTH DECLINATION AT CENTER OF SHEET 4000MA MV Grid Zone Designation 17S U.S. National Grid100,000 - m Square ID NORTHCAROLINA North American Datum of 1983 (NAD83)World Geodetic System of 1984 (WGS84). Projection and1 000-meter grid:Universal Transverse Mercator, Zone 17S Produced by the United States Geological Survey This map is not a legal document. Boundaries may begeneralized for this map scale. Private lands within governmentreservations may not be shown. Obtain permission beforeentering private lands. Imagery.....................................................NAIP, September 2016 - November 2016Roads......................................... U.S. Census Bureau, 2016Roads within US Forest Service Lands........................FSTopo Data with limited Forest Service updates, 2012 - 2016Names............................................................................GNIS, 1980 - 2019Hydrography...............................National Hydrography Dataset, 2002 - 2018Contours............................................National Elevation Dataset, 2008 - 2017Boundaries..............Multiple sources; see metadata file 2017 - 2018 Wetlands.................FWS National Wetlands Inventory 1983 1 Sherwood 8 Buffalo Cove 2 Zionville3 Todd4 Valle Crucis5 Deep Gap6 Grandfather Mountain7 Globe ADJOINING QUADRANGLES 8 5 7 2 4 6 31 *7643016378554*NSN.7643016378554NGA REF NO.USGSX24K4846 Soil Map—Watauga County, North Carolina (Timothy Hodges) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 3/17/2020 Page 1 of 340112304011300401137040114404011510401158040116504011230401130040113704011440401151040115804011650432500432570432640432710432780432850432920432990433060433130433200 432500 432570 432640 432710 432780 432850 432920 432990 433060 433130 433200 36° 14' 51'' N 81° 45' 5'' W36° 14' 51'' N81° 44' 35'' W36° 14' 36'' N 81° 45' 5'' W36° 14' 36'' N 81° 44' 35'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84 0 150 300 600 900 Feet 0 45 90 180 270 Meters Map Scale: 1:3,370 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:12,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Watauga County, North Carolina Survey Area Data: Version 18, Sep 16, 2019 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: May 20, 2011—Nov 9, 2017 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Soil Map—Watauga County, North Carolina (Timothy Hodges) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 3/17/2020 Page 2 of 3 Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI ChF Chestnut-Ashe complex, 50 to 95 percent slopes, very stony 1.2 2.6% CkD Chestnut-Edneyville complex, 15 to 30 percent slopes, stony 1.3 2.8% CkE Chestnut-Edneyville complex, 30 to 50 percent slopes, stony 7.4 16.4% CsC Cullasaja very cobbly loam, 8 to 15 percent slopes, very stony 10.3 23.0% EdC Edneytown loam, 8 to 15 percent slopes 0.8 1.8% EdD Edneytown loam, 15 to 30 percent slopes 0.9 1.9% EdE Edneytown loam, 30 to 50 percent slopes 1.1 2.4% NkA Nikwasi loam, 0 to 3 percent slopes, frequently flooded 2.8 6.2% SkC Saunook cobbly loam, central mountains, 8 to 15 percent slopes 5.4 12.0% SnB Saunook loam, central mountains, 2 to 8 percent slopes 3.4 7.5% SnC Saunook loam, central mountains, 8 to 15 percent slopes 1.0 2.1% SnD Saunook loam, central mountains, 15 to 30 percent slopes 6.9 15.5% SoC Saunook loam, central mountains, 8 to 15 percent slopes, very stony 2.6 5.7% Totals for Area of Interest 44.9 100.0% Soil Map—Watauga County, North Carolina Timothy Hodges Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 3/17/2020 Page 3 of 3 HODGES STREAM RESTORATIONLINVILLE CREEKVICINITY MAP (NTS)NORTH CAROLINA COUNTY MAP(WATAUGA COUNTY)JUSTIN C. CHURCH, PETSP 11-7806CITY/TOWN: VILAS, NC SITE COORDINATES: LATITUDE = 36.245812° N LONGITUDE = -81.747702° WUSGS MAP (NTS)1:24,000 (BOONE QUAD)SHEET INDEXC000 COVER SHEETC100 OVERALL PLANC101 PLAN & PROFILEC102 PLAN & PROFILEC103 PLAN & PROFILEC104 PLAN & PROFILEC105 PLAN & PROFILEC106 TABLES & SECTIONSC107 WATERS OF THE USC108 IMPACT PLANC109 USGS MAPC900 DETAILSC901 DETAILSC902 DETAILSC903 DETAILSC904 DETAILSENGINEER:BREC, PA1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697LICENSE # C-3448TOPOGRAPHIC SURVEY:BLUE RIDGE GEOMATICS, PA1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697LICENSE: C-3576PROPERTY ADDRESS:1495 LINVILLE CREEK ROADVILAS, NC 28692PARCEL ID: 1991-09-1231USDA - NRCS NUMBEREQUP 2014 744532181PJTO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SETbrec.biz1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR: DATE:REVISIONS: HODGES STREAM RESTORATION COVER SHEET TIMOTHY HODGES 1493 LINVILLE CREEK ROAD VILAS, NC 2869211" X 17"05/25/20213390152018J.EDWARDSJ.CHURCHNTSC00005/26/2021LINVILLE CREEK ROADRUSSELL BEACH RD.CHARLIE THOMPSON RD.*SITEJACKS RD.STREAM IMPACT TABLE (NATIONWIDE 27)IMPACTNUMBERTYPE OF IMPACTTEMPORARY/PERMANENTLENGTH(LF)#1PUMP AROUNDTEMPORARY10#2REACH 1 STREAMRESTORATIONPERMANENT289#3PUMP AROUNDTEMPORARY10#4PUMP AROUNDTEMPORARY10#5REACH 2 STREAMRESTORATIONPERMANENT386#6REACH 3 STREAMRESTORATIONPERMANENT504#7PUMP AROUNDTEMPORARY10TOTAL1,219 OWNER: TIMOTHY HODGESPARCEL ID: 1991091231000DEED BOOK/PAGE: 1822/143ACREAGE: 32.818 ACRESOWNER: JOSEPHINE REIDPARCEL ID: 1982905105000DEED BOOK/PAGE: 173/214ACREAGE: 31.18 ACRESLINVILLE CREEK ROADINV 60" CMP=2935.85'INV 60" CMP=2936.31'S T S T INV 48" CMP=2943.02'INV 48" CMP=2941.41'INV 60" CMP=2899.13'C101C102C103C104C105EX. BARNEX. BARNLINVILLE CREEK CLASS CUT TO LINVILLE CREEK© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR: DATE:REVISIONS: TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS HODGES STREAM RESTORATION OVERALL PLAN TIMOTHY HODGES 1493 LINVILLE CREEK ROAD VILAS, NC 2869211" X 17"05/25/20213390152018J.EDWARDSJ.CHURCH1" = 60'606030120C10005/26/2021NOTES1.ALL STREAMS WILL BE EXCLUDED FROMLIVESTOCK WITH FENCING.2.BUFFER WIDTHS ARE MIN. 10' UP TO 25'.STRUCTURE LEGENDSINGLE DROPJ-HOOKSEE DET. 1-2/C901SINGLE DROPCROSS VANESEE DET. 1-2/C900LEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100xxEXISTING FENCEEXISTING THALWEGPPEXISTING OVERHEAD UTILITY LINESSTSTEXISTING STORM PIPERIFFLESEE DET. 2/C902 STSTSTINV 48" CMP=2941.41'0+001+002+002+89PC: 0+07.86PC: 0+27.37PC: 0+47.53 PC: 0+68.66PC: 0+88.89 PC: 1+08.74 PC: 1+28.55 PC: 1+48.77 PC: 1+68.79 PC : 1 + 8 9 . 7 4 P C : 2 + 0 9 . 8 3 PC : 2 + 2 9 . 9 1 PC: 2+50.12 PC: 2+70.22 PT: 0+17.72PT: 0+38.21PT: 0+58.35PT: 0+78.40 PT: 0+99.27 PT: 1+18.36 PT: 1+38.87 PT: 1+58.83 PT : 1 + 7 9 . 6 6 P T : 1 + 9 9 . 4 2 PT: 2 + 2 0 . 0 1 PT: 2+40.59 PT: 2+60.14 PT : 2 + 8 0 . 3 9 3+86 PT: 3+10.60PC: 3+20.70PT: 3+32.71PC: 3+41.34PT: 3+54 .040+00UT TO LINVILLE CREEKREACH 12930 29352940294529452940 2 9 3 5 2930293029352940 ELEVATIONSTATIONREACH 1 PROFILE29002910292029302940295029602970290029102920293029402950296029700+001+002+002+900+001+002+002+90BP: 0+00ELEV. = 2941.41PC: 0+07.86ELEV. = 2941.25PT: 0+17.72ELEV. = 2940.75PC: 0+27.37ELEV. = 2939.93PT: 0+38.21ELEV. = 2939.43PC: 0+47.53ELEV. = 2938.63PT: 0+58.35ELEV. = 2938.13PC: 0+68.66ELEV. = 2937.26PT: 0+78.40ELEV. = 2936.76PC: 0+88.89ELEV. = 2935.86PT: 0+99.27ELEV. = 2935.36 PC: 1+08.74 ELEV. = 2934.56 PT: 1+18.36 ELEV. = 2934.06 PC: 1+28.55 ELEV. = 2933.19 PT: 1+38.87 ELEV. = 2932.69 PC: 1+48.77 ELEV. = 2931.84 PT: 1+58.83 ELEV. = 2931.34 PC: 1+68.79 ELEV. = 2930.49 PT: 1+79.66 ELEV. = 2929.99 PC: 1+89.74 ELEV. = 2929.14 PT: 1+99.42 ELEV. = 2928.64 PC: 2+09.83 ELEV. = 2927.75 PT: 2+20.01 ELEV. = 2927.25 PC: 2+29.91 ELEV. = 2926.41 PT: 2+40.59 ELEV. = 2925.91 PC: 2+50.12 ELEV. = 2925.09 PT: 2+60.14 ELEV. = 2924.59 PC: 2+70.22 ELEV. = 2923.73 PT: 2+80.39 ELEV. = 2923.23 EP: 2+88.87ELEV. = 2922.50© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR: DATE:REVISIONS: TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS HODGES STREAM RESTORATION PLAN & PROFILE TIMOTHY HODGES 1493 LINVILLE CREEK ROAD VILAS, NC 2869211" X 17"05/25/20213390152018J.EDWARDSJ.CHURCH1" = 20'1" = 20'20201040C10105/26/2021 STSTINV 60" CMP=2935.85'INV 60" CMP=2936.31'PC: 1+8 9. 7 4 PT: 1+7 9 . 6 6 0+001+002+00PC: 0+12.64PT: 0+24.14PC: 0+34.77PT: 0+46.62PC: 0+57.08PT: 0+69.86PC: 0+78.98 PT: 0+89.31 PI: 1+00.89 PI: 1+21.96 PC: 1+39.5 3 PT: 1 + 5 1 . 8 5 PC: 1 + 6 2 . 8 1 PT: 1+75.03 PC: 1+85.04 PT: 1+97.44PC: 2+08.31PT: 2+19.48PC: 2+30.76PT: 2+42.14PC: 2+52.81PT: 2+64 . 1 6 PC: 2+75 . 8 3EX. BARNEX. BARNREPLACE EXISTING20' OF 60" CMP W/NEW 20' OF 60" CMPLINVILLE CREEK CLASS CREACH 22935 2940 294029452945 29502945294529402935ELEVATIONSTATIONREACH 2 PROFILE29002910292029302940295029602970290029102920293029402950296029700+001+002+002+600+001+002+002+60BP: 0+00ELEV. = 2943.02PC: 0+12.64ELEV. = 2941.93PT: 0+24.14ELEV. = 2941.43PC: 0+34.77ELEV. = 2940.51PT: 0+46.62ELEV. = 2940.01PC: 0+57.08ELEV. = 2939.10PT: 0+69.86ELEV. = 2938.60PC: 0+78.98ELEV. = 2937.81PT: 0+89.31ELEV. = 2937.31 PI: 1+00.89 ELEV. = 2936.31 PI: 1+21.96 ELEV. = 2935.85 PC: 1+39.53 ELEV. = 2934.81 PT: 1+51.85 ELEV. = 2934.31 PC: 1+62.81 ELEV. = 2933.67 PT: 1+75.03 ELEV. = 2933.17 PC: 1+85.04 ELEV. = 2932.58 PT: 1+97.44 ELEV. = 2932.08 PC: 2+08.31 ELEV. = 2931.43 PT: 2+19.48 ELEV. = 2930.93 PC: 2+30.76 ELEV. = 2930.27 PT: 2+42.14 ELEV. = 2929.77 PC: 2+52.81 ELEV. = 2929.14 EX. 60" CMP TO BE REPLACED W/NEW 20' OF 60" CMP© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR: DATE:REVISIONS: TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS HODGES STREAM RESTORATION PLAN & PROFILE TIMOTHY HODGES 1493 LINVILLE CREEK ROAD VILAS, NC 2869211" X 17"05/25/20213390152018J.EDWARDSJ.CHURCH1" = 20'1" = 20'20201040C10205/26/2021 2 + 8 9PC: 2+09.83PC: 2+29.91PC: 2+50.12PC: 2+70.22PT: 2+20.01PT: 2+40.59PT: 2+60.14PT: 2+80.392+00 3+003+86PT: 1+51.85PC: 1+62.81PT: 1+75.03PC: 1+85.04PT: 1+97.44PC: 2+08.31PT: 2+19.48PC: 2+30.76PT: 2+42.14PC: 2+52.81PT: 2+64.16PC: 2+75.83PT: 2+87.28 PC: 2+98.39 PT: 3 + 1 0 . 6 0 PC: 3 + 2 0 . 7 0 PT: 3 + 3 2 . 7 1 PC: 3 + 4 1 . 3 4 PT: 3+54.04 PC: 3+63.50 PT: 3+75.71 0+001+00 PC: 0+37.19 PC: 0+74.28 PC: 1+14.81PC: 0+06.83PT: 0+56.36 PT: 0+93.56PT: 0+22.05 LINVILLE CREEK CLASS C2 9 2 52930 2935293029402935 ELEVATIONSTATIONREACH 2 PROFILE29002910292029302940295029602970290029102920293029402950296029702+603+003+862+603+003+86PT: 2+64.16ELEV. = 2928.64PC: 2+75.83ELEV. = 2927.95 PT: 2+87.28 ELEV. = 2927.45 PC: 2+98.39 ELEV. = 2926.80 PT: 3+10.60 ELEV. = 2926.30 PC: 3+20.70 ELEV. = 2925.70 PT: 3+32.71 ELEV. = 2925.20 PC: 3+41.34 ELEV. = 2924.69 PT: 3+54.04 ELEV. = 2924.19 PC: 3+63.50 ELEV. = 2923.63 PT: 3+75.71 ELEV. = 2923.13 EP: 3+86.21ELEV. = 2922.50© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR: DATE:REVISIONS: TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS HODGES STREAM RESTORATION PLAN & PROFILE TIMOTHY HODGES 1493 LINVILLE CREEK ROAD VILAS, NC 2869211" X 17"05/25/20213390152018J.EDWARDSJ.CHURCH1" = 20'1" = 20'20201040C10305/26/2021 2+89PC: 2+70.22PT: 2+80.393+86PC: 3+41.34PT: 3+54.04PC: 3+63.50PT: 3+75.710+001 + 0 0 2+00PC: 0+37.19PC: 0+74.28 PC: 1+14.81PC: 1+53.70 PC: 1+91.78 PC: 2+30.06 PC: 2+67.9 3 PC: 0+06.83PT: 0+56.36PT: 0+93.56PT: 1+33.95 PT: 1+72.28 PT: 2+11.55 PT: 2+48.8 0 PT: 2+8 7. 1 7 PT: 0+22.05 LINVILLE CREEK CLASS CREACH 3291529202925 29252 9 2 02920 2915ELEVATIONSTATIONREACH 3 PROFILE2870288028902900291029202930294029502870288028902900291029202930294029500+001+002+002+600+001+002+002+60BP: 0+00ELEV. = 2922.50PC: 0+06.83ELEV. = 2922.06PT: 0+22.05ELEV. = 2921.56PC: 0+37.19ELEV. = 2920.58PT: 0+56.36ELEV. = 2920.08PC: 0+74.28ELEV. = 2918.92 PT: 0+93.56 ELEV. = 2918.42 PC: 1+14.81 ELEV. = 2917.04 PT: 1+33.95 ELEV. = 2916.54 PC: 1+53.70 ELEV. = 2915.27 PT: 1+72.28 ELEV. = 2914.77 PC: 1+91.78 ELEV. = 2913.51 PT: 2+11.55 ELEV. = 2913.01 PC: 2+30.06 ELEV. = 2911.81 PT: 2+48.80 ELEV. = 2911.31© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR: DATE:REVISIONS: TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS HODGES STREAM RESTORATION PLAN & PROFILE TIMOTHY HODGES 1493 LINVILLE CREEK ROAD VILAS, NC 2869211" X 17"05/25/20213390152018J.EDWARDSJ.CHURCH1" = 20'1" = 20'20201040C10405/26/2021 STSTINV 60" CMP=2899.13'3+004+005+005+04PC: 2+30.06PC: 2+67.93PC: 3+05.89PC: 3+43.78 PC: 3+82.31 PC: 4+20.31 PC: 4+58.41 PT: 2+48.80PT: 2+87.17PT: 3+23.91 PT: 3+63.41 PT: 3+99.90 PT: 4+39.51 PT: 4+80.43LINVILLE CREEK CLASS CREACH 329102915 2915 29102910291529102905 ELEVATIONSTATIONREACH 3 PROFILE2870288028902900291029202930294029502870288028902900291029202930294029502+603+004+005+005+042+603+004+005+005+04PC: 2+67.93ELEV. = 2910.07PT: 2+87.17ELEV. = 2909.57PC: 3+05.89ELEV. = 2908.36PT: 3+23.91ELEV. = 2907.86PC: 3+43.78 ELEV. = 2906.57 PT: 3+63.41 ELEV. = 2906.07 PC: 3+82.31 ELEV. = 2904.85 PT: 3+99.90 ELEV. = 2904.35 PC: 4+20.31 ELEV. = 2903.03 PT: 4+39.51 ELEV. = 2902.53 PC: 4+58.41 ELEV. = 2901.31 PT: 4+80.43 ELEV. = 2900.81 EP: 5+04.22ELEV. = 2899.25© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR: DATE:REVISIONS: TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS HODGES STREAM RESTORATION PLAN & PROFILE TIMOTHY HODGES 1493 LINVILLE CREEK ROAD VILAS, NC 2869211" X 17"05/25/20213390152018J.EDWARDSJ.CHURCH1" = 20'1" = 20'20201040C10505/26/2021 ELEVATIONSTATIONREACH 1 & 2 TYP. POOL PROFILE-10010-10010-0+200+000+20-0+200+000+20ELEVATIONSTATIONREACH 1 & 2 TYP. RIFFLE PROFILE-10010-10010-0+200+000+20-0+200+000+20ELEVATIONSTATIONREACH 3 TYP. POOL PROFILE-10010-10010-0+200+000+20-0+200+000+20ELEVATIONSTATIONREACH 3 TYP. RIFFLE PROFILE-10010-10010-0+200+000+20-0+200+000+204'10'0.8'12'2'5'13'1.2'16'3'© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR: DATE:REVISIONS: TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS HODGES STREAM RESTORATION STRUCTURE TABLE & PROFILES TIMOTHY HODGES 1493 LINVILLE CREEK ROAD VILAS, NC 2869211" X 17"05/25/20213390152018J.EDWARDSJ.CHURCH1" = 20'1" = 10'20201040C10605/26/2021 OWNER: TIMOTHY HODGESPARCEL ID: 1991091231000DEED BOOK/PAGE: 1822/143ACREAGE: 32.818 ACRESOWNER: SHIPLEY FAMILY LLCPARCEL ID: 1981993904000DEED BOOK/PAGE: 1889/535ACREAGE: 3 ACRESOWNER: JOSEPHINE REIDPARCEL ID: 1982905105000DEED BOOK/PAGE: 173/214ACREAGE: 31.18 ACRESLINVILLE CREEK ROADOWNER: SHIPLEY FAMILY LLCPARCEL ID: 1982809528000DEED BOOK/PAGE: 1889/535ACREAGE: 114 ACRESOWNER: TIMOTHY HODGESPARCEL ID: 1991096455000DEED BOOK/PAGE: 1822/143ACREAGE: 1.37 ACRESLINVILLE CREEK CLASS CUT TO LINVILLECREEK CLASS CINV 60" CMP=2935.85'INV 60" CMP=2936.31'INV 48" CMP=2943.02'INV 48" CMP=2941.41'INV 60" CMP=2899.13'LINVILLE CREEK CLASS CUT TO LINVILLE CREEKLINVILLE CREEK CLASS C© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR: DATE:REVISIONS: TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS HODGES STREAM RESTORATION WATERS OF THE US MAP TIMOTHY HODGES 1493 LINVILLE CREEK ROAD VILAS, NC 2869211" X 17"05/25/20213390152018J.EDWARDSJ.CHURCH1" = 150'15015075300C10705/26/2021STREAM TABLENAMELENGTH (FT)UT TO LINVILLE CREEK286.00LINVILLE CREEK1761.00TOTAL2047.00 OWNER: TIMOTHY HODGESPARCEL ID: 1991091231000DEED BOOK/PAGE: 1822/143ACREAGE: 32.818 ACRESOWNER: JOSEPHINE REIDPARCEL ID: 1982905105000DEED BOOK/PAGE: 173/214ACREAGE: 31.18 ACRESLINVILLE CREEK ROADINV 60" CMP=2935.85'INV 60" CMP=2936.31'S T S T INV 48" CMP=2943.02'INV 48" CMP=2941.41'INV 60" CMP=2899.13'EX. BARNEX. BARNLINVILLE CREEK CLASS CUT TO LINVILLE CREEKIMPACT #2STREAM RESTORATION = 289'IMPACT #1PUMP AROUND = 10'IMPACT #3PUMP AROUND = 10'IMPACT #4PUMP AROUND = 10'IMPACT #5STREAM RESTORATION = 386'IMPACT #6STREAM RESTORATION = 504'IMPACT #7PUMP AROUND = 10'EX. 20' OF 60" CMPTO BE RE-INSTALLED© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR: DATE:REVISIONS: TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS HODGES STREAM RESTORATION IMPACT PLAN TIMOTHY HODGES 1493 LINVILLE CREEK ROAD VILAS, NC 2869211" X 17"05/25/20213390152018J.EDWARDSJ.CHURCH1" = 60'606030120C10805/26/2021STREAM IMPACT TABLE (NATIONWIDE 27)IMPACTNUMBERTYPE OF IMPACTTEMPORARY/PERMANENTLENGTH(LF)#1PUMP AROUNDTEMPORARY10#2REACH 1 STREAM RESTORATIONPERMANENT289#3PUMP AROUNDTEMPORARY10#4PUMP AROUNDTEMPORARY10#5REACH 2 STREAM RESTORATIONPERMANENT386#6REACH 3 STREAM RESTORATIONPERMANENT504#7PUMP AROUNDTEMPORARY10TOTAL1,219 © COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR: DATE:REVISIONS: TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS HODGES STREAM RESTORATION USGS MAP TIMOTHY HODGES 1493 LINVILLE CREEK ROAD VILAS, NC 2869211" X 17"05/25/20213390152018J.EDWARDSJ.CHURCHNTSC10905/26/2021 SINGLE STEP ROCK CROSS VANEFLOWSECTION A-ASLOPE OF VANE FROM CENTERLINETOP BANKFULL SHALL BE 2-5%SECTION B-B2-5% VANE SLOPEBANKFULL ELEVATIONCROSS-SECTIONPOOLGENERAL NOTES:1.ALL STONES ARE TO BE STRUCTURE STONE.2.GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FITTING BOULDERSTOGETHER AND PLUGGING WITH STRUCTURE STONE CLASS A ANDSELECT MATERIAL OR CHINKINGSTONE APPROVED BY DESIGNENGINEER, AND LINING WITH FILTER FABRIC.3.DIMENSIONS AND SLOPES MAY BE ADJUSTED TO FIT BY THE DESIGNENGINEER.4.CONTRACTOR WILL BE REQUIRED TO FIT BOULDERS TIGHTLY.5.FOOTER BOULDERS AND VANE BOULDERS SHALL BE NATIVE STONE ORSHOT ROCK, CUBICAL OR RECTANGULAR IN NATURE.6.SLOPE OF VANE FROM CENTERLINE TO THE TOP OF THE VANE ARMSHALL BE 2-5%.7.ELEVATION CHANGE SHALL BE SPLIT EVENLY OVER TWO DROPS.8.THERE SHALL BE NO DROP GREATER THAN 6 INCHES.9.THE ELEVATION OF EACH GRADE CONTROL STRUCTURE SHOULD BEEQUAL TO OR GREATER THAN THE ELEVATION OF THE TOP OF THEFOOTER ROCKS DIRECTLY UPSTREAM.10.FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THESTRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDERGAPS. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THEFOOTER BOULDER TO THE FINISHED GRADE ELEVATION AND SHALLBE PLACED THE ENTIRE LENGTH OF THE STRUCTURE.ABB ASCOUR POOLBACKFILL WITHSELECT MATERIALFILTER FABRICBANKFULLSEE NOTE 713 OF PROPOSEDBANKFULL WIDTH20-30 DEGSTREAMBEDELEV.STEP ROCKFILTER FABRICFOOTERSTONEHEADERSTONEFILTER FABRICMAX OF 0.5'STREAMBEDELEV.FOOTER BOULDERSWILL BE PLACED INTOTHE EXISTING SUBSTRATEA MINIMUM OF THE ROCKDIAMETERTOP OF CENTER 13 STONES SETAT ELEVATION SHOWN ONLONGITUDINAL PROFILEBANKFULLELEVATIONNO GAPSBETWEENBOULDERS13 OF PROPOSEDBANKFULL WIDTH13 OF PROPOSEDBANKFULL WIDTH13 OF PROPOSEDBANKFULL WIDTHFOOTER BOULDERSWILL BE PLACED INTOTHE EXISTING SUBTRATE A MINIMUMOF THE BOULDER DIAMETERSTREAMBEDELEVATIONSTREAMBANK2C900LOG CROSS VANE - SINGLE DROPSECTION B-BPLAN VIEWBBSIDE VIEW OF NOTCHPLAN VIEW OF NOTCHBANKFULLA15°-30°SECTION A-AFLOW1/3BANKFULLSCOUR POOL1/2 BANKFULL ELEVATIONBANKFULL ELEVATION15-30°AGENERAL NOTES:1.CROSS LOGS SHOULD BE A MINIMUM OF 24" INDIAMETER. VANE ARM LENGTH SHOULD BE AMINIMUM OF 18" IN DIAMETER. ALL LOGS SHOULDBE RELATIVELY STRAIGHT AND OF AHARDWOOD SPECIES.2.CROSS LOGS SHOULD BE BURIED INTO THE BANKAT A MINIMUM OF 10'.3.VANE ARM LOGS SHOULD BE BURIED INTO THEBANK AT A MINIMUM OF 5'.4.NAIL FILTER FABRIC ON TOP OF FOOTER LOGUSING 3" 10d GALVANIZED COMMON NAIL ON 2'SPACING ALONG THE LOG.5.SET ELEVATION OF THE TOP OF LOG'S CROSSPIECE TO THE INVERT ELEVATION OF THESTREAMBED.6.NOTCH IS FORMED BY MAKING CUTS WITH ACHAINSAW 1-2" APART AND THEN KNOCKING OUTSECTIONS WITH A CHISEL AND HAMMER.7.ANGLE OF NOTCH SHOULD MATCH ANGLEBETWEEN LOG ARMS OF CROSSVANE ANDSTREAMBANK.8.FILTER FABRIC SHALL BE PLACED ON THEUPSTREAM SIDE OF THE VANE STRUCTURE TOPREVENT WASHOUT OF SEDIMENT THROUGHBOULDER GAPS. FILTER FABRIC SHALL EXTENDFROM THE BOTTOM OF THE FOOTER BOULDERTO THE FINISHED GRADE ELEVATION ANDSHALL BE PLACED THE ENTIRE LENGTH OF THESTRUCTURE.FLOW1/3BANKFULL1/3BANKFULLBURIED INBANKFILTER FABRICBURIED INBANKBANKFULLHEADER LOGFOOTER LOGBURIED INBANKFILTER FABRICBACKFILL WITHSELECT MATERIALFILTER FABRICCROSS LOGCUT NOTCHNOTCH SHALL BE CUT2" WIDER THAN THEDIAMETER OF THE LOGTO FIT IN NOTCH12" MIN12 LOGDIASTREAMBEDHEADERCROSS LOGHEADER LOGFOOTERCROSS LOGSCOURPOOLFOOTER LOG2-4%STREAMBEDFOOTER LOGFILTER FABRICSELECT MATERIALHEADER LOG1C900TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR: DATE:REVISIONS: HODGES STREAM RESTORATION DETAILS TIMOTHY HODGES 1493 LINVILLE CREEK ROAD VILAS, NC 2869211" X 17"05/25/20213390152018J.EDWARDSJ.CHURCHNTSC90005/26/2021 ROCK J-HOOK VANE - SINGLE DROPPLAN VIEWF LOW SECTION B-B'B'20°-30°A'A2-5% VANE SLOPE CROSS SECTION1/2 BANKFULL ELEVATIONBANKFULL ELEVATIONSECTION A-A'BANKFULL ELEVATIONBGENERAL NOTES:1.ALL STONES ARE TO BE STRUCTURE STONE.2.GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FITTING BOULDERSTOGETHER, PLUGGING WITH STRUCTURE STONE CLASS A AND SELECTMATERIAL AND LINING WITH FILTER FABRIC.3.DIMENSIONS AND SLOPES MAYBE ADJUSTED TO FIT BY THE ENGINEER.4.A DOUBLE FOOTER BOULDER SHALL BE UTILIZED IN SAND BED MATERIAL.5.VANE ARM SHALL TIE INTO HALFWAY BETWEEN THE CHANNEL INVERT ANDBANKFULL ELEVATIONS. THE VANE ARMS SHALL RISE AT 2-5% FROM THECHANNEL INVERT AT AN ANGLE OF 15-30 DEG. FROM THE ADJACENTTANGENT LINE. THE VANE ARM SHALL CONTINUE UP TO THE BANKFULLELEVATION BUT THE ARM'S SLOPE MAY BE INCREASED TO GREATER THAN5% AT THE DIRECTION OF THE DESIGNER. ADDITIONALLY, THE VANE ARM'SANGLE OF DEPARTURE MAY BE ADJUSTED TO 90 DEG TO THE FLOWDIRECTION AT THE DIRECTION OF THE DESIGNER.6.THE CONTRACTOR WILL BE REQUIRED TO FIT BOULDERS.7.BOULDERS SHALL BE NATIVE STONE OR SHOT ROCK, CUBICAL ORRECTANGULAR IN NATURE.8.FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE VANESTRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDERGAPS. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE FOOTERBOULDER TO THE FINISHED GRADE ELEVATION AND SHALL BE PLACED THEENTIRE LENGTH OF THE STRUCTURE.9.DIRECT FLOW AWAY FROM STRUCTURE USING BED MATERIAL SO THAT NEWSOILS HAS MINIMUM CONTACT WITH LIVE WATER.1/3BANKFULLSCOURPOOL1/3BANKFULL1/3BANKFULLHEADER STONEJ-HOOK STONESSTREAMBEDELEVATIONFOOTER STONEFILTER FABRICNO.57 STONESTREAMBEDHEADER STONESTREAMBANKFOOTER BOULDERS WILL BE PLACEDINTO THE EXISTING SUBTRATEA MINIMUM OF THE BOULDER DIAMETERSTREAMBEDELEVATIONFOOTER STONEHEADER STONEBANKFULL WIDTHBANKFULLFEATHER-OUTBANKBACKFILL WITHSELECT MATERIALFILTER FABRICROCK SILL1C901LOG J-HOOK ROOTWAD COMBO - SINGLE DROPPLAN VIEW20-30 DEGB 1/3BANKFULLSECTION A-ASECTION B-B1/2 BANKFULL ELEVATIONBANKFULL ELEVATIONGROUND SURFACEBAA 2%-5% SLOPEGENERAL NOTES:1.FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE STRUCTURE1/4 DIAMETER FROM THE TOP OF THE LOG. THE NAILS SHALL BE ON 12 INCHCENTERS. FILTER FABRIC SHALL BE BURIED IN THE BOTTOM OF THE CHANNELAND SHALL BE PLACED THE ENTIRE LENGTH OF THE STRUCTURE.2.A TRENCH SHALL BE DUG IN SUCH A MANNER THAT THE FOOTER LOGS AMINIMUM OF 2/3 OF THE HEADER BOULDER IS BURIED BENEATH THE BEDSURFACE ELEVATION.3.A HYDRAULIC EXCAVATOR WITH A BUCKET THAT CONTAINS A HYDRAULIC THUMBSHALL BE USED TO PLACE BOULDERS AND LOGS WITH THE SUPERVISION OF THEENGINEER.4.SEE SPECIAL PROVISIONS FOR HEADER AND FOOTER DIMENSIONS.5.FOOTER LOG SHALL BE PLACED FIRST WITH HEADER LOG PLACED ON TOP PRIORTO BACKFILLING THE TRENCH.6.1/3 OF THE WAY ACROSS THE CHANNEL FROM THE OUTSIDE BANK THE HEADERROCK SHALL BE PLACED AT 0.2 FT ABOVE THE CHANNEL.7.THERE SHALL BE GAPS BETWEEN THE HEADER ROCKS OF AT LEAST 3 TIMES THED84 OF THE CHANNEL BED..8.HEADER LOGS SHALL SLOPE FROM THE BED ELEVATION, AT THE HEAD OF THEVANE, TO 1/2 BANKFULL ELEVATION AT A SLOPE OF 2%-5%. HEADER AND FOOTERLOGS SHALL BE TIED SECURELY INTO THE BANK IN SUCH A WAY THAT ITELIMINATES THE POSSIBILITY OF STREAMFLOW DIVERTING AROUND THEM.9.ANY SOIL DISTURBED DURING THE PLACEMENT OF J-HOOK VANES, SHALL BESEEDED USING TEMPORARY AND PERMANENT SEEDING METHODS.10.ROOTWAD, FOOTER, AND HEADER LOGS SHALL BE CABLED TOGETHER AT THEHORIZONTAL LOCATION OF BANKFULL11.FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE VANESTRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDER GAPS.FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE FOOTER BOULDERTO THE FINISHED GRADE ELEVATION AND SHALL BE PLACED THE ENTIRE LENGTHOF THE STRUCTURE.STREAMBANKFOOTER BOULDERSTREAMBEDELEVATIONFOOTER LOGSWILL BE PLACED INTOTHE EXISTING SUBTRATEAND SHALL BE A MINIMUMOF THE 18" DIAMETERBANFULLWIDTHBANKFULLBACKFILL WITHSELECT MATERIALFILTER FABRICHEADER LOGFOOTER LOGROCK SILLSTREAM BEDELEVATIONHEADERBOULDERROCK SILLGAP3 x D84WATER FLOWBANKFULLFEATHEROUT BANKBACKFILL WITHSELECT MATERIALFOOTER LOGROOT WADANCHOR BOULDERTIED INTOSTREAM BANK1/31/3BANKFULLBANKFULL2C901TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR: DATE:REVISIONS: HODGES STREAM RESTORATION DETAILS TIMOTHY HODGES 1493 LINVILLE CREEK ROAD VILAS, NC 2869211" X 17"05/25/20213390152018J.EDWARDSJ.CHURCHNTSC90105/26/2021 LIVESTAKE/BAREROOT PLANTING5. PUSH HANDLEFORWARD FIRMINGSOIL AT TOP.2. REMOVE PLANTINGBAR AND PLACESEEDLING ATCORRECT DEPTH.1. INSERT PLANTINGBAR AS SHOWN ANDPULL HANDLETOWARD PLANTER.PLANTING BAG DURING PLANTING, SEEDLINGS SHALLBE KEPT IN A MOIST CANVAS BAG ORSIMILAR CONTAINER TO PREVENT THEROOT SYSTEMS FROM DRYING.4. PULL HANDLE OFBAR TOWARDPLANTER, FIRMINGSOIL AT BOTTOM.6. LEAVECOMPACTION HOLEOPEN. WATERTHOROUGHLY.KBC PLANTING BAR PLANTING BAR SHALL HAVE A BLADE WITHA TRIANGULAR CROSS SECTION, ANDSHALL BE 12IN. LONG, 4IN. WIDE AND 1IN.THICK AT CENTER.ROOT PRUNING ALL SEEDLINGS SHALL BE ROOTPRUNED, IF NECESSARY, SO THAT NOROOTS EXTEND MORE THAN 10INCHES (10IN.) BELOW THE ROOTCOLLAR.3. INSERT PLANTINGBAR 2IN. TOWARDPLANTER FROMSEEDLING.PLANTING NOTES:DIBBLE PLANTING METHODUSING THE KBC PLANTING BAR(FOR FLOODPLAIN BUFFER PLANTING AND UPLAND BUFFERPLANTING)2"GENERAL NOTES:1.LIVE STAKES SHALL BE EVENLY SPACED 1 PERSQ.YD.2.LIVE STAKES SHALL BE DRIVEN UNTILAPPROXIMATELY OF LIVE STAKE IS WITHINGROUND.3.IF STARTER HOLE IS NEEDED, MINIMIZE AIRPOCKET.4.UTILIZE ALL ON SITE TRANSPLANT MATERIALSMADE AVAILABLE BY THE OWNER. ONCESOURCE OF TRANSPLANT MATERIAL HAS BEENHARVESTED, THEN UTILIZE LIVE STAKING.SQUARE CUTBUDS (FACING UPWARD)LIVE CUTTING(1/2" TO 1" DIAMETER)ANGLE CUT30^-45^LIVE STAKESTAKING MAY BE REQUIRED THROUGHMATTING, ROCK OR COMPACTED SOILSA STARTER HOLE MAY BE REQUIRED.LIVE STAKESEXISTING/PROPOSEDGROUNDEXISTING/PROPOSED STREAMBEDBANK STABILIZATION WITH LIVE STAKESGENERAL NOTES:1.TREE REFORESTATION SHALL BE PLANTED 6' TO 10' ONCENTER, RANDOM SPACING, AVERAGING 8' ON CENTER,APPROXIMATELY 436-681 PLANTS PER ACRE.2.OTHER PLANTING METHOD CAN BE USED WITH THEPERMISSION OF THE PLANTING SUPERVISOR.1C902CROSS SECTION700 GRAM COIR FIBER MATTINGMATTING STAKING VIEWOVERLAPFLOWFLOWFLOWAA SECTION A-A2' LONG 1" x 2' WOOD STAKESw/ 2" GALVANIZED ROOFING NAILAT THE TOP TO HOLD MATTING5'BACKFILLBANKFULL6"700 GRAM COIR FIBER MATTING700 GRAM COIR FIBER MATTINGFROM TOE OF CHANNELTO 5 FT. BEYOND BANKFULLPROPOSED BANKFULLPROPOSEDCHANNEL TOEPROPOSED BANKFULLPROPOSEDCHANNEL TOE700 GRAM COIR FIBER MATTINGFROM TOE OF CHANNELTO 2 FT. BEYOND BANKFULL700 GRAM COIR MATTINGTYPICAL MATTING LOCATION DETAILROCK CONSTRUCTED RIFFLE - SECTION B-B'5' TYP.NOTES:1.USE WOOD STAKES 2"x2"x18" (NOT METAL) FOR MATTINGINSTALLED IN PUMP AROUND OR IN THE WET.2.USE OF METAL STAPLES IS ACCEPTABLE WHENCONSTRUCTING IN THE DRY AND VEGETATION ISESTABLISHED PRIOR TO DIVERTING WATER.3.700 GRAM COIR FIBER MATTING SHALL BE PLACED ALONGTHE OUTSIDE OF ALL BENDS AND ALONG BOTH SIDES OFTHE CHANNEL IN TANGENT AREAS.4.STRAW AND SEED SHALL BE PLACED UNDER THE 700GRAM COIR FIBER MATTING TO AID SEED GERMINATION.2' LONG 1" x 2" WOOD STAKES w/ 2"GALVANIZED ROOFING NAIL AT THETOP TO HOLD MATTINGC9023TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR: DATE:REVISIONS: HODGES STREAM RESTORATION DETAILS TIMOTHY HODGES 1493 LINVILLE CREEK ROAD VILAS, NC 2869211" X 17"05/25/20213390152018J.EDWARDSJ.CHURCHNTSC90205/26/2021CONSTRUCTED LOG RIFFLEMEANDER PCFOOTER LOGTYPE 1 NON-WOVENGEOTEXTILE FABRICLOG CONSTRUCTED RIFFLE - PROFILE A-A'LOG CONSTRUCTED RIFFLE - SECTION B-B'MEANDER PT.BKF STAGE7-12% SLOPERIFFLE POCKET POOLPOOLPOOLPOOLPOOLFLOW A'AB'BGENERAL NOTES:1.PLACE FABRIC ON THE UPSTREAM SIDE OFTHE MOST UPSTREAM LOG SILL IN THECONSTRUCTED RIFFLE2.BOULDERS SHALL BE USED TO ANCHORLOGS IF NEEDED3.IN LOW GRADIENT SANDBED SYSTEMSTRANSPLANT AND SOD MATS MAYBE ASUBSTITUTE FOR ANCHOR BOULDERS4.LOGS SILLS SHALL OVERLAP AND ANCHORTHE LOG SILL DIRECTLY UPSTREAM5.THE LOG SILLS SHALL ALL BE DESIGNEDTO BE SUBMERGED OR COVERED AT LOWFLOWS.6.LOW FLOW IS CONSIDERED TO BE 1 CFSPER DRAINAGE AREA IN COASTAL NC2C902 RIPARIAN PLANTING PLANBARE ROOTS WILL BE SELECTED FROM THE NATIVE VEGETATION SPECIES LISTED BELOW. TREES SHOULD BE PLANTED AT A DENSITY SUFFICIENT TO PROVIDE 320 TREES PER ACRE AT MATURITY.TO ACHIEVE THIS DENSITY, APPROXIMATELY 436 (10'x10' SPACING) TO 681 (8'x8' SPACING) TREES PER ACRE SHOULD BE PLANTED INITIALLY. SHRUBS SHOULD BE PLANTED AT A DENSITY SUFFICIENTTO PROVIDE 1200 SHRUBS PER ACRE. NO MORE THAN 20% OF ANY SPECIES SHALL BE USED. PLUGS SHALL BE USED AT THE SLOPE TOES AS NEEDED FOR STABILITY AND HABITAT.WOODY VEGETATION NATIVE TO WESTERN NORTH CAROLINASHRUBSCOMMON NAMESCIENTIFIC NAME*BUTTONBUSHCEPHALANTHUS OCCIDENTALISAMERICAN WITCH HAZELHAMAMELIS VIRGINIANA*TAG ALDERALNUS SERRULATA*CAROLINA WILLOWSALIX CAROLINIANA*ELDERBERRYSAMBUCUS CANADENSISRED CHOKEBERRYARONIA ARBUTIFOLIA**SILKY DOGWOODCORNUS AMOMUIN*SILKY WILLOWSALIX SERICEAWINTERBERRYILEX VERTICILLATA*NINE BARKPHYSOCARPUSTREES*/**BLACK WILLOW SALIX NIGRA**BLACKGUM NYSSA SYLVATICA**GREEN ASH FRAXINUS PENNSYLVANICA**RED MAPl.E ACER RUBRUM**RIVER B1RCH BETULA NIGRA**SYCAMORE PLANTANUS OCCIDENTALIS**EASTERN HEMLOCK TSUGA CANADENSIS*SPECIES TO USE FOR LIVESTAKES**TREESFLOODPLAIN BENCHTREES & SHRUBSPER PLANSFLOODPLAINLIVESTAKES &PLUGS PER PLANS21WATER SURFACERIPARIAN SEEDING SCHEDULE* FOR USE WITHIN 25' RIPARIAN BUFFER. SEE E&SC SEEDING SCHEDULE FOR NON-BUFFER SEEDING SPECS.SEEDING MIXTURESPECIESPANICUM VIRGATUM (SWITCHGRASSPANICUM CLANDESTINUM (DEER TONGUE)JUNCUS EFFUSUS (SOFT RUSH)CAREX VULPINOIDEA (FOX SEDGE)SORGHASTRUM NUTANS (INDIAN GRASS)CHASMANTHIUM LATIFOLIUM (RIVER OATS)ELYMUS HYSTRIX (BOTTLEBRUSH GRASS)VERNONIA GIGANTEA (GIANT IRONWEED)RUBECKIA HIRTA (BLACK EYED SUSAN)EUPATORIUM FISTULOSUM (JOE PYE WEED)RHUS TYPHINA (STAGHORN SUMAC)VERBENA HASTATA (BLUE VERVAIN)PENSTEMON DIGITALIS (TALL WHITE BEARD TONGUE)% COMPOSTIION10101010101010555555APPLICATION:APPLY AT A RATE OF 15LBS/ACRE.SOIL AMENDMENTS:APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 5-10-10 FERTILIZER.MAINTENANCE:REFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.E&SC TEMPORARY SEEDING SCHEDULESOIL AMENDMENTSFOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2000 LB/ACRE GROUNDAGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. INCREASE FERTILIZERRATE TO 1000 LB/ACRE IN THE FALL.MULCHAPPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OR ANOTHER SUITABLEMULCHING MATERIAL. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCHANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS AMULCH ANCHORING TOOL.MAINTENANCEREFERTILIZE IF GROWTH IN NOT FULLY ADEQUATE. RESEED, FERTILIZER, ANDMULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TOPDRESS WITH50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARYCOVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOREAN LESPEDEZA INLATE FEBRUARY OR EARLY MARCH.SOIL PREPARATION:SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT(PHOSPHORUS, POTASSIUM, CALCIUM AND MAGNESIUM) LEVELS ARE IN A RANGETHAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATENEEDED AMOUNTS OF FERTILIZER AND/OR LIME.CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BEPLANTED. THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE TRUNKS.IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FORREPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKENUP. A SPRING-TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; ASMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THESPEED AND DEPTH OF ROOTING. A TRACTOR-MOUNTED OR SELF-PROPELLEDTILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THEEXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOILTILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BESUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF ADDITIONAL SOIL ISNECESSARY AT A TREE BASE, CONSTRUCT A "TREE WELL."REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THETOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA. ALLOW FOR AT LEAST6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACINGABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BYADDING ORGANIC MATTER. THIS IMPROVES WATER RETENTION IN SANDY SOILSAND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.MOUNTAINSSEEDING DATESSPECIESRATE (lb/acre)ABOVE 2500 FEET: FEB. 15 - MAY 15BELOW 2500 FEET: FEB. 1 - MAY 1RYE (GRAIN)120ANNUAL LESPEDEZA (KOREAN)50MAY 15 - AUG. 15GERMAN MILLET40AUG. 15 - DEC. 15RYE (GRAIN)120PIEDMONTSEEDING DATESSPECIESRATE (lb/acre)JAN. 1 - MAY 1RYE (GRAIN)120ANNUAL LESPEDEZA (KOBE)50MAY 1 - AUG. 15GERMAN MILLET40AUG. 15 - DEC. 20RYE (GRAIN)120COASTAL PLAINSEEDING DATESSPECIESRATE (lb/acre)DEC. 1 - APRIL 15RYE (GRAIN)120ANNUAL LESPEDEZA (KOBE)50APRIL 15 - AUG. 15GERMAN MILLET40AUG. 15 - DEC. 30RYE (GRAIN)120TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR: DATE:REVISIONS: HODGES STREAM RESTORATION DETAILS TIMOTHY HODGES 1493 LINVILLE CREEK ROAD VILAS, NC 2869211" X 17"05/25/20213390152018J.EDWARDSJ.CHURCHNTSC90305/26/2021PERMANENT STREAM CROSSING (CULVERT)DCULVERTSUB-GRADE SURFACELEVEL OFNATURAL STREAMBEDROCK FREE CULVERT BED(GRAVEL OR SOIL)VARIES(SEE NOTES)MIN OF 12"TAMP BACKFILL MATERIALAT REGULAR INTERVALSBASE AND SIDEWALL FILLMATERIAL SHOULD BECOMPACTED, FINER SOILPARTICLESGENERAL NOTES:1.STREAM WORK AND LAND DISTURBANCE WITHIN THE 25' WIDE BUFFER ZONE ARE PROHIBITED DURING THE BROWN AND BROOK TROUTSPAWNING SEASON OF 0CT. 15 THROUGH APRIL 15.2.TO THE MAX EXTENT PRACTICABLE, CULVERT 48"D OR LARGER SHOULD BE BURIED A FOOT INTO THE STREAMBED. CULVERTS LESS THAN48"D SHOULD BE BURIED TO A DEPTH EQUAL TO OR GREATER THAN 20% THEIR SIZE TO ALLOW FOR AQUATIC LIFE PASSAGE.3.STRINGENT EROSION CONTROL MEASURES SHOULD BE INSTALLED AND MAINTAINED WHERE SOIL IS DISTURBED. THESE CONTROLSSHOULD BE MAINTAINED UNTIL FULL PROJECT COMPLETION.4.IF ANY CONCRETE WILL BE USED, WORK MUST BE ACCOMPLISHED SO THAT WET CONCRETE DOES NOT CONTACT STREAM WATER.5.WHEN POSSIBLE HEAVY EQUIPMENT SHOULD BE OPERATED FROM THE BANK RATHER THAN IN THE STREAM CHANNEL6.TEMPORARY OF HERBACEOUS VEGETATION SHOULD BE ESTABLISHED ON ALL BARE SOIL WITHIN 15 DAYS OF GROUND DISTURBINGACTIVITIES IN THE 25' TROUT BUFFER TO PROVIDE LONG-TERM EROSION CONTROL. IT IS ENCOURAGED TO USE NATURAL FIBER MATTINGINSTEAD OF PLASTIC MATTING THAT CAN ENTRAP SMALL ANIMALS.7.PLEASE SEE PUMP AROUND DETAIL AS REQUIRED.EXISTING GROUND20% BURIEDROAD SURFACE1C903 PUMP AROUNDSANDBAGSSTREAMBANKWATER SURFACEELEVATION1' ABOVEBASEFLOW(2' MIN.)SECTION B-B'SECTION A-A'RIPRAP FLOWDISSIPATOR30 MIL POLYCHANNEL BED/WORK AREASANDBAGS30 MIL POLYB'BUPSTREAM POOLSUMP HOLEOR POOL(12" MIN. DEPTH,2' MIN, DIAMETER)ACHANNEL BED/WORK AREASTREAM BANKSANDBAGSPUMPFLOW DIRECTIONDOWNSTREAM POOLFLOWDISSIPATIONDEVICEPUMPED EFFLUENTDEWATERING DEVICE SEEDETAIL PROVIDEDPLAN1C904TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS© COPYRIGHT 2021 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET br e c . b i z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR: DATE:REVISIONS: HODGES STREAM RESTORATION DETAILS TIMOTHY HODGES 1493 LINVILLE CREEK ROAD VILAS, NC 2869211" X 17"05/25/20213390152018J.EDWARDSJ.CHURCHNTSC90405/26/2021