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Home My WebLink About20200472 Ver 1_401 Application_20200403Staff Review Does this application have all the attachments needed to accept it into the review process? r Yes r No ID#* 20200472 Version* 1 Is this project a public transportation project?* r Yes r No Reviewer List:* Andrew Moore:eads\awmoore3 Select Reviewing Office:* Asheville Regional Office - (828) 296-4500 Submittal Type:* 401 Application Does this project require a request for payment to be sent?* r Yes r No How much is r $240.00 owed?* r $570.00 Project Submittal Form Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all mandatory questions are answered. Project Type: r New Project r New Project w Existing ID r Pre -Application Submittal r More Information Response r Other Agency Comments r For the Record Only (Courtesy Copy) r Stream or Buffer Appeal New Project - Please check the new project type if you are trying to submit a new project that needs an official approval decision. Pre -Application Submittal - Please check the pre -application submittal if you just want feedback on your submittal and do not have the expectation that your submittal will be considered a complete application requiring a formal decision. More Information Response - Please check this type if you are responding to a request for information from staff and you have and ID# and version for this response. Other Agency Comments - Please check this if you are submitting comments on an existing project. Project Contact Information Name: Joel Lenk, Quible & Associates, P.C. Vft is submitting the inforrration? Email Address: jlenk@quible.com Project Information Project Name: Phillips Stream Restoration Is this a public transportation project? r Yes r No Is the project located within a NC DCM Area of Environmental Concern (AEC)? r Yes r No r Unknown County (ies) Buncombe Please upload all files that need to be submited. aick the upload button or drag and drop files here to attach document P19081-Phillips Agent Authoriztion Form- Signed rec 130.12KB 20200306.pdf P19081-Phillips PCN Form 20200324.pdf 507.08KB P19081-Phillips PCN Form Attached Sheets.pdf 54.81 KB P19081-Phillips Stream Restoration Plan Set 3.27MB 20200327.pdf P19081-Phillips UT N F Swannanoa River Photos & 3.96MB Descripitons rfs.pdf Only pdf or krre files are accepted. Describe the attachments: Descriptions are included in the file names. Sign and Submit V By checking the box and signing box below, I certify that: • I have given true, accurate, and complete information on this form; • I agree that submission of this 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 online form." Signature: Submittal Date: 04-03-2020 Is filled in automatically. Page 1 of 10 PCN Form – Version 1.4 January 2009 Office Use Only: Corps action ID no. _____________ DWQ project no. _______________ Form Version 1.4 January 2009 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: Section 404 Permit Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? Yes No 1d. Type(s) of approval sought from the DWQ (check all that apply): 401 Water Quality Certification – Regular Non-404 Jurisdictional General Permit 401 Water Quality Certification – Express Riparian Buffer Authorization 1e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: Yes No For the record only for Corps Permit: Yes No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. Yes No 1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h below. Yes No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No 2. Project Information 2a. Name of project: 2b. County: 2c. Nearest municipality / town: 2d. Subdivision name: 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: 3b. Deed Book and Page No. 3c. Responsible Party (for LLC if applicable): 3d. Street address: 3e. City, state, zip: 3f. Telephone no.: 3g. Fax no.: 3h. Email address: Page 2 of 10 4. Applicant Information (if different from owner) 4a. Applicant is: Agent Other, specify: 4b. Name: 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: Page 3 of 10 PCN Form – Version 1.4 January 2009 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 1b. Site coordinates (in decimal degrees): Latitude: Longitude: 1c. Property size: acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: 2b. Water Quality Classification of nearest receiving water: 2c. River basin: 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: 3b. List the total estimated acreage of all existing wetlands on the property: 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 3d. Explain the purpose of the proposed project: 3e. Describe the overall project in detail, including the type of equipment to be used: 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Yes No Unknown Comments: 4b. If the Corps made the jurisdictional determination, what type of determination was made? Preliminary Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Agency/Consultant Company: Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? Yes No Unknown 5b. If yes, explain in detail according to “help file” instructions. 6. Future Project Plans 6a. Is this a phased project? Yes No 6b. If yes, explain. Page 4 of 10 PCN Form – Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1a. Which sections were completed below for your project (check all that apply): Wetlands Streams – tributaries Buffers Open Waters Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. Wetland impact number Permanent (P) or Temporary (T) 2b. Type of impact 2c. Type of wetland 2d. Forested 2e. Type of jurisdiction Corps (404,10) or DWQ (401, other) 2f. Area of impact (acres) W1 W2 W3 W4 W5 W6 2g. Total Wetland Impacts: 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. Stream impact number Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction 3f. Average stream width (feet) 3g. Impact length (linear feet) S1 S2 S3 S4 S5 S6 3h. Total stream and tributary impacts 3i. Comments: Page 5 of 10 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. Open water impact number Permanent (P) or Temporary (T) 4b. Name of waterbody (if applicable 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) O1 O2 O3 O4 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) 5a. Pond ID number 5b. Proposed use or purpose of pond Flooded Filled Excavated Flooded Filled Excavated P1 P2 5f. Total: 5g. Comments: 5h. Is a dam high hazard permit required? Yes No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? Neuse Tar-Pamlico Catawba Randleman Other: 6b. Buffer Impact number – Permanent (P) or Temporary (T) 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet) B1 B2 B3 B4 B5 B6 6h. Total Buffer Impacts: 6i. Comments: Page 6 of 10 PCN Form – Version 1.4 January 2009 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. 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? Yes No 2b. If yes, mitigation is required by (check all that apply): DWQ Corps 2c. If yes, which mitigation option will be used for this project? Mitigation bank Payment to in-lieu fee program Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type: Type: Type: Quantity: Quantity: Quantity: 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 7 of 10 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? Yes No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). 6h. Comments: Page 8 of 10 PCN Form – Version 1.4 January 2009 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? Yes No 1b. If yes, then is a diffuse flow plan included? If no, explain why. Yes No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? % 2b. Does this project require a Stormwater Management Plan? Yes No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: 2e. Who will be responsible for the review of the Stormwater Management Plan? 3. Certified Local Government Stormwater Review 3a. In which local government’s jurisdiction is this project? 3b. Which of the following locally-implemented stormwater management programs apply (check all that apply): Phase II NSW USMP Water Supply Watershed Other: 3c. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 4. DWQ Stormwater Program Review 4a. Which of the following state-implemented stormwater management programs apply (check all that apply): Coastal counties HQW ORW Session Law 2006-246 Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? Yes No 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No 5b. Have all of the 401 Unit submittal requirements been met? Yes No Page 9 of 10 PCN Form – Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes No 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 (NEPA/SEPA)? Yes No 1c. If you answered “yes” to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) Comments: Yes No 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 2B .0200)? Yes No 2b. Is this an after-the-fact permit application? Yes No 2c. If you answered “yes” to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes No 3b. If you answered “yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered “no,” provide a short narrative description. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. Page 10 of 10 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 No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts? Yes No 5c. If yes, indicate the USFWS Field Office you have contacted. 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? Yes No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? 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 (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? Yes No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? Yes No 8b. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? Applicant/Agent's Printed Name _______________________________ Applicant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant is provided.) Date From: Quincy Taylor gtaylor@quible.com cP Subject: Agent Authorization Date: March 3, 2020 at 3:13 PM To: Charley Phillips charley@blindlemonphillips.com Cc: Joel Lenk jlenkQquible.com Good Afternoon Charles, Hope all is well. This is Quincy with Quible. I've attached an Agent Authorization form for you to sign per USACOE. Please return a signed version at your earliest convenience. Thank you. Quincy Taylor CAD/Environmental Technician Quible 8r Associates, P.C. 90 Church Street, Suite B Black Mountain, NC 28711 t 828.280.8375 m 828.450.2913 www.guible.com LEGAL DISCLAIMER The information transmitted is intended solely for the individual or entity to which it is addressed and may contain confidential and/or privileged material. Any review, retransmission, dissemination or other use of or taking action in reliance upon this information by persons or entities other than the intended recipient is prohibited. If you have received this email in error please contact the sender and delete the material from any computer. AGENT AUTHORt7-ATION FORM PROPERTY LEGAL DESCRIPTION. LOT NO. N/A PLAN NO. _ 1 PARCEL ID: _PIN+ 02OD-77-3333 STREET ADDRESS: 2184 North Fork Right Fork Road Please print: PrvpertyOwner: Phillips, Charles W. Jr. Please Print: PropertyOwner(s): Phillips, Charles W. Jr- ThQ undersigned, registered property owners of the above noted property, do hereby authorize Jae( Lenk of _ OLimblo$Associates_ PC (Contractor /Agent) (Name of consulting firm) to act an my behalf and take all actions necessary for the processing, issuance and acceptance of this permit or certification and any and all standard and special conditions attached. Property Owner's Address (if different than property above): , l x 8 oNe� fog ,�c� Telephone: 828-702-066 5 We hereby certify the above information submitted in this application is true and accurate to the best of our knowledge. x ajj'A-� AuthorizedSignatt.re Autp6rlA Signature Date: x 3 , LI- 20 Date: 03/03/20 Charles Phillips PCN for NWP 29 March 27, 2020 Tributary to North Fork Swannanoa River Attached Sheets B. Project Information and Prior Project History 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: This property is a single residence. Land use on the subject property is a combination of wooded land and maintained pasture/yard. Increased storm water runoff from development outside the subject parcel is/has causing erosion along ephemeral channels and stream banks. Head-cuts and incised reaches of stream are undercutting mature trees and causing further erosion/ mass wasting and head cuts are migrating up stream. General land use in the vicinity of the project is Residential and development/impervious surface in the County above the property is increasing. The owner has recently designed, engineered and installed voluntary Stormwater Control Measures at the upslope/upstream end of the property to return stormwater flows through the property closer to pre-development flows. 3d. Explain the purpose of the proposed project: The purpose of this voluntary, privately funded project is to stabilize and restore the streams, slow/stop further head cutting, and improve overall stream ecology and riparian ecosystem within the project area. The project will accomplish this by stabilizing the channel banks using bioengineered natural channel design techniques and hydraulic structures described in the included plans including removal of exotic plant species and installation and establishment of native riparian vegetation. Birds and pollinator species will also benefit from the project. 3e. Describe the overall project in detail, including the type of equipment to be used: The total project length will not exceed 475 linear feet. Natural channel design techniques proposed for the project will include: · Removal of exotic invasive (EI) plants such as: Privet (), Multiflora rose (), Honeysuckle (), exotic grasses, Periwinkle and English ivy. EI plants will be removed via mechanical measures and spot burning. If herbicides are used (the owner would prefer not to) they will be EPA approved for aquatic use, applied in dry calm weather and kept out of water. · Minor grading including floodplain benching and bank sloping. Soil Erosion and Sedimentation Control (SESC) practices will be used throughout the entire project and turbidity in the Class “C” streams will be kept below 50 NTU and as low as possible. The SESC measures used will include but may not be limited to project sequencing, pump around techniques, seeding, mulching, installation of coir slope matting, berms, silt fence and working in dry weather. Installation of SESC measure will be employed using industry standard practices and manufacture specifications. Charles Phillips PCN for NWP 29 March 27, 2020 Tributary to North Fork Swannanoa River · Installation of hydraulic structures including rock cross-vanes, rock ladders, toe-wood, and rock-toe. Hydraulic structures will be installed using natural channel design techniques by contractors who are experienced professionals, with regular assistance and supervision from Quible. · Bank stabilization measures including benching, sloping, geolifts and installation of annual grain (winter rye, oats, millet) and native riparian seed mixes (e.g. ERNST Riparan Buffer Mix, wheat straw, fertilizer and coir matting. Stabilization measures will be installed using natural channel design principals and manufacturer specifications. · Installation of native live stake and container plant material. Live stakes will be installed during leaf-off in areas near the toe of the streambank and where the bottom of the stake remains in a saturated zone. Live stake species will consist of: Silky Dogwood (Cornus amonum), Nine Bark (Physocarpus opulifolius), Elderberry (Sambucus canadensis) and Buttonbush (Cephalanthus occidentalis). Container plant material will consist of similar plant species included in the riparian buffer seed mix above. Proposed and appropriate stream dimensions will be restored within the project area where needed based on hydraulic information calculated for the watershed/drainage, reference reaches of streams on the property available space, associated impact and site-specific considerations. Rock-vane structures and rock ladders will be installed in five areas of the restoration reach to centralize flow, stabilize failing banks and slow/stop head cuts. In stream structures will step the stream down in increments of less than .0.5 feet to the downstream channel/thalweg/water surface elevation without creating large vertical/undercut drops that potentially block aquatic passage like existing head cuts. Rock ladder structures will also slow/prevent further head cutting and undermining of additional mature trees. During construction of the in-stream structures stream flow will be pumped around the project area and a filter bag(s) will be used to trap sediment at the downstream end of the pump around system before discharging to the stream. Disturbed areas within 30 feet of the stream will be stabilized with a combination of riparian seed mix (ENRST Seeds NC Mountain Riparian Mix-ENRMX-304 or similar), an annual grain suitable for the season, native live stakes (Silky Dogwood, Elderberry, Ninebark), wheat straw mulch and 400 gram per square meter coir fabric (within 10 feet of streams) installed per manufacturer’s specification. The project area will be irrigated in periods of dry weather until a six-inch stand of temporary grassy/grain vegetation is established over the entire site. Equipment used on the site will include small track mounted excavators and loaders (approximately 12,000 lbs. each), compactors and various hand tools. Charles Phillips PCN for NWP 29 March 27, 2020 Tributary to North Fork Swannanoa River D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project: · Use of natural channel design techniques · Specifying use of a pump-around system so that project can be built in the dry. · Specifying and detailing soil erosion and sediment control measures. · Specifying sequencing of the project such that tasks are completed, and the project is stabilized at the end of each working day. · Contracting with an experienced restoration contractor. 1a. specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques: · Construction assistance by the engineer who is experienced in design and construction of stream channel stabilization and restoration. · Construction by an experienced stream restoration contractor. · Working during periods of dry weather. · Construction of the project as designed. · Installation of soil erosion and sedimentation control measures before the site is disturbed, as possible. · Correct set up and operation of the pump around system. · Installation of geo-lifts and coir matting as specified by the manufacturer and engineer. · Installation of seed, fertilizer, mulch, and matting as specified by the supplier and irrigation during dry weather until a hearty stand of grassy vegetation exists over the entire site. N 0 N 0 N NOTES: 1. CURRENT OWNER: CHARLES W. PHILLIPS, JR. GWYN B. PHILLIPS 2184 N. FORK RIGHT FORK BLACK MOUNTAIN, NC 27811 2. PROPERTY INFORMATION: PI N S: 070077333300000 ADDRESS: 2184 N. FORK RIGHT FORK 3. SUBJECT REFERENCES: DB 4551 PG 1010, PC 135, SL 141 4.BOUNDARY SHOWN IS BASED ON COUNTY TAX PARCEL DATA. 5. PHYSICAL AND TOPOGRAPHIC INFORMATION SHOWN IS BASED ON SURVEY DATA RECEIVED BY WES COLE LAND SURVEYING, PA VIA EMAIL DATED 10/1/19 WITH FILE NAME 19-142_10-1-19.dwg. ADDITIONAL TOPOGRAPHIC INFORMATION OUTSIDE PROJECT AREA IS BASED ON 01-2 LIDAR. 6. PARCEL LINES HAVE BEEN IMPORTED FROM DATA DOWNLOADED FROM BUNCOMBE COUNTY GIS. NO BOUNDARY WORK HAS BEEN PERFORMED. 7. PROPERTY IS LOCATED IN NFIP FLOOD ZONE X AND SUBJECT TO CHANGES. BASED ON COMMUNITY CID NO. 370031; PANEL 0700; SUFFIX J. (MAP NUMBER 3710070000J) EFFECTIVE DATE: 1/6/2010. 8. THIS PLAN SUBJECT TO ANY FACTS, INCLUDING BUILDING SETBACK RESTRICTIONS, EASEMENTS, COVENANTS, ETC., THAT MAY BE REVEALED BY A FULL AND ACCURATE TITLE SEARCH. 9. EXHIBIT PROVIDED FOR BASIN AND CHANNEL SIZING ONLY. A 0 ? �jT S / FoR 4-1 /R A o� /3 0 5' CONTOUR LINE 1' CONTOUR LINE A ,p .................................� �4 NOTE: THIS DO ENT IS PRELIMINARY - NOT FOR CONSTRUCTION, RECORDATI SALES OR CONVEYANCES - THIS DOCUMENT IS FOR DISCUS N PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS DOC NT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY. ArL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY. QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE USE OF THIS INFORMATION. '9y Z BRAIi(�/� 8„ 60„ T IJT-I N. PORK 5py�gNNt4 VA RIVER ,� W J////, —�1 2500 BYO '`S',o%C ,pjf7C A o> BUNGOM3E 001/NTY 571EP 5LOPE AREA (-riff 51/RVL-Y NOTE 6) i,P . UT-/ N. BON60MBE 000NTY 5TEEP SLOPE �¢ to AREA (5EE 5URVEY NOTE 6) 0¢ �D DP. I VIGINIT'r MAP Mrs) A Db� 'HIS DRAWING IS NOT A CERTIFIED SURVEY AND HAS NOT BEEN REVIEWED BY A LOCAL GOVERNMENT AGENCY FOR COMPLIANCE WITH ANY APPLICABLE LAND DEVELOPMENT REGULATIONS. s az ryry� Z !�1 Z) O 0 U W V Q; 0 Zoz y Z a W m �w a 0 � a�z z o i.7 m 0 cD M _II Q z J W 0 w Of L` 0 M Z = w J Q () N z U 0 0 of Z Q O>� Q O w Q O � a W W zw�z< W U V) 0 Q = U = O]N � W Z (n Ou } cj�00 O~ W O H�cnW�W0 U7 C) 0 0 z z z (n U7 Oa W W wzoz—azwcn O ¢ = m cn Zcwn Z , z z 0 QU7 �ry U W Zb 0 �cn U�w� _ZO UQ Ucx �Oz UOd�Oz _z d� w a O W� J O O O W ow��o ua=w��oz U m U J Q 0 m Cl0 0 w pOm� �owz�Ww> 7 < ?w�C) N U m r m O N Q o a o = M U O NOTE: THIS DO ENT IS PRELIMINARY - NOT FOR CONSTRUCTION, NOTES: 1. CURRENT OWNER: CHARLES W. PHILLIPS, JR. GWYN B. PHILLIPS RECORDATI , SALES OR CONVEYANCES - THIS DOCUMENT IS FOR 2184 N. FORK RIGHT FORK DISCUS N PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS BLACK MOUNTAIN, NC 27811 DOC NT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY. 2. PROPERTY INFORMATION: INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS PINS: 070077333300000 BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY. ADDRESS: 2184 N. FORK RIGHT FORK QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE 3. SUBJECT REFERENCES: DB 4551 PG 1010, PC 135, SL 141 COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE 4. BOUNDARY SHOWN IS BASED ON COUNTY TAX PARCEL DATA. FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE USE OF THIS INFORMATION. 5. PHYSICAL AND TOPOGRAPHIC INFORMATION SHOWN IS BASED ON SURVEY DATA RECEIVED BY WES COLE LAND SURVEYING, PA VIA EMAIL DATED 10/1/19 WITH FILE NAME 19-142_10-1-19.dwg. ADDITIONAL TOPOGRAPHIC INFORMATION OUTSIDE PROJECT AREA IS BASED ON 01-2 LIDAR. 6. PARCEL LINES HAVE BEEN IMPORTED FROM DATA DOWNLOADED FROM BUNCOMBE COUNTY GIS. NO BOUNDARY WORK HAS BEEN PERFORMED. 7. PROPERTY IS LOCATED IN NFIP FLOOD ZONE X AND SUBJECT TO CHANGES. BASED ON COMMUNITY CID NO. 370031; PANEL 0700; SUFFIX J. (MAP NUMBER 3710070000J) EFFECTIVE DATE: 1/6/2010. C 8. THIS PLAN SUBJECT TO ANY FACTS, INCLUDING BUILDING SETBACK RESTRICTIONS, EASEMENTS, COVENANTS, ETC., THAT MAY BE REVEALED BY A FULL AND ACCURATE TITLE SEARCH. /9y oo � b FtiT�ST S'9�RGc r°ti 9. EXHIBIT PROVIDED FOR BASIN AND CHANNEL SIZING ONLY. o .0�� w NrnTNoo N W N E y U �O n U7 y U) c Lo ° J W V"1 m H k k .� W �- m ,° cyi ,° Q Z •l NZaOn fop® �\ l� Z •r•Ipw Ewa gym° o O* 3 M C J O 2 rn: rn 6 „ , E �V./wJ * Q N--4 VJ C Z Z Z W K O N N W O z'O o� o �V Lu 00aoa rn THIS DRAWING IS NOT A CERTIFIED SURVEY AND HAS NOT BEEN REVIEWED BY A LOCAL GOVERNMENT VIGINI71' MAP AGENCY FOR COMPLIANCE WITH ANY APPLICABLE LAND DEVELOPMENT REGULATIONS. 'e-, : �'\�1 S� ��a � �O f� � yFq cGS� c��pFr 6 �°Ss` �r—J•-.. • ® � Q, � Ate„ f A�"J� F2 F� S� (�� ,S, �5/0 \ .••O „ m °/ QS SRO / /.� N [� w ^Z p Z At oC RNr1Gq^,0� o o' 20 o3 0�� o S`o O rn ^I Q /8 /.�o . ��j r./6y _/ ' ?�qp/@., ` ••8' '1'ti •• %9,• 1•� 0 W ./S, A• A j��o _-. O O. 8 A ,ir✓y) • 9. • A QI W 0 N F• �O• •Q R o / �B C A' O Oi0 A • ��- / 'Q F �?�„moo . �' , F / A• gO�O —.2490 �O �-��_ 'rya . • +} A p CO s� 5' CONTOUR LINE 1' CONTOUR LINE RIPARAIN BUFFER RESTORATION: EXOTIC INVASIVE PLANT REMOVAL, INSTALL NATIVE & TEMP. SEED MIXES, CONTAINER PLANTS & LIVE STAKE WOODY SHRUBS W/ 30' OF STREAM. SEE PLANTING PLAN SHEET 8 BANKFULL BENCH AND GRADE TO STABLE SLOPE WITH RIPARAIN BUFFER RESTORATION PLANTING F-1 TEMPORARY CONSTRUCTION ACCESS / F' �/ • roR,r 5HLH / 0+00 Q = w 9" 't' J .N rr H Q 8 AP 0_ N• A U / — 9" SWigNNANpA RIVicR : b • ' �, UT -I A PORK " 14 �•�, �I o c� • •Db� �I z 3 n o ool < < = w V! a 00�U n=� U a�nu 00 � El Q �w�QOz�zz zz W � O� =k<cn, ww� Jwo ~O ~U 07�Z'uw z ONz0 =cn �o~=�wU"w� _moo UQ cn�Oz UOd>Oz _z >-,s z¢oIg7�c: `u ow BUNCOhffiE G01/NTY 5TEEP 5LOPE E ao w z LLJ u> o o AREA (5EE 5l/RVL-Y NO7F 8% f�� BUNGOMBE GOUNTY STEEP SLOPE U m J Q o m o o z o w AREA (5EE SURVEY NOTE 6)¢�¢'' co'D cn�wz�ww> �O cnoQ x<=Owm�O _ ~ W ~ U N U O �• res r o m m N 0, �' Q o 0 U o = M U C) a c� ro N M 0 N 0 a 0 * o o z* w v a N �Z U �a0N a0 O N �9//. Z o N U W 2524 2524 Z * 5 a Z A�` U O N N J W J V1 ttl H k X ._ 2522 6RO55-5ECTION A -A' 2522 Z zoo 2520 STA:-0+/6.g4 2520 ' V W 0 1 25/6 - 2510 0* W 3W Mo N O 2 rn rn E 2516 2516 0 z Z o �N ASPNAL T DRIVE e � , y 2514 d HEADINAL L5 2514 w D N N °° o U�iv 2512 2512 0 > Z ° o o Z Z W , 0U 0 2510 2510 w w ; a 2500 CRO55-5E6TIONB-B' 2506 THIS DRAWING IS NOT 2506 STA:-1+25.53 l 2506 A CERTIFIED SURVEY 2504 - 2504 97 AND HAS NOT BEEN REVIEWED BY A 2502 le "0 CULVERT 2502 LOCAL GOVERNMENT 2500 EX15T1NG GRADE 2500 AGENCY FOR 2488 — - k 24g8 COMPLIANCE WITH _ ANY APPLICABLE 24g6 4' VERTICAL DROP 24g6 LAND DEVELOPMENT PROPOSED ROCK CROSS -VANE REGULATIONS. 24g4 _ LADDER* AT HEAD -CUT # 1 24g4 24g2 6RO55-5E6TION C-C' - 24g2 24g0 5TA:-2+3/.47 - 24g0 a z - PROPOSED ROCK CROSS -VANE — o 2466 LADDER* AT HEAD -CUT # 2 2488 U CRO55-5E6TION D-D' m 2486 STA. -3+66.00 2466 W M 2464 2464 U o o U 00 2462 - 2462 W x z a 2460 - PROPOSED GRADE CONTROL 2400 °7 II 2476 ROCK CROSS -VANE STRUCTURE* 2476 2476 _ PROPOSED GRADE CONTROL 2476 Jo w ROCK CROSS -VANE STRUCTURE* y W `` 2474 2474 W 0 z 2472 PROPOSED GRADE CONTROL 2472 � a- _ ROCK CROSS -VANE STRUCTURE* , _ a 2470 2470 Ox a z o 2466 - 2466 a+ �I 0 p z H = 2465 2465 1.4 z < o �1 z � o Y U m 4+68 4+50 4+00 -3+50 -3+00 -2+50 -2+00 -1+50 -1+00 -0+50 0+00 zQ }cn ¢zowao= w ci�Qz 0w�m�Jz�� aw w zw��Q�Q� o U v) o Q = rnN �wU v)cl � nu 0 0 (PROFILE OF THALlNE& (5TATION 0+00 TO 5TATION 4+66) NA IN 5TEN w c) � = o z z a z w Oww� oJwo SCALE: l"= 40' VERTICAL: l"= /0' �a-��ozUo��oz _z VERTICAL SCALE /5 EXAGGERATED 4 TINE5 o_4dw Q O E: J o o" w o w GRAPHIC SCALE oW��z �Q��oo¢" O U S � Z U [0 U J Q O m H D� O w O Om� ZUJ— U> 40' 0 20' 40' 80' HORIZONTAL o o , , c) = o m u Z =0Q ?w U� O 10' 0 5' 10' 20' VERTICAL m N jy O Ch Q Y ' N U w U 0 N 0 N o ® 0 z* w v a N O �Z U �a0N a0 �9//. Z o N U N W '^ U n N y C n c n ° EX1,5 T1N6/REFEREN6 z v, m4 cyi4 v N z a o oav¢rno .mow � �� W 5 TREAM GRO55-5EG T1ON A' vw* O �31 ��m N E w M •� 6 A (� Z Z O^ " V 3TA:0+16.g4 Zw Lo Nv)N� �' � K �NNaNO 16. q4' 0OhN5 TREAM w U ` v OF5FRNG 0/>z-o=Lo Z Z W"' U ww ; COaoa rn THIS DRAWING IS NOT A CERTIFIED SURVEY AND HAS NOT BEEN REVIEWED BY A LOCAL GOVERNMENT AGENCY FOR COMPLIANCE WITH ANY APPLICABLE LAND DEVELOPMENT REGULATIONS. az 2515.0' - 2515.0' o U o w _ � W U m M o U a w z Wx m 2510.0' - 2510.0' d z J w o w O OX U 'n Z (/� w vI N 0 U �' z � 2505.0' 1 2505.0' a Z - 20.0 0.0 20.0 a 0 0 NOTE: NO GRADING PROPOSED a z a af N ,Z.t < o z o Y U m 3LOFE: 31 /�RE/� P� T BANKFULL ABKF : 0.30130 Fr o zQ o az w W10TH AT BANKFULL (WBKF) 1.38q FT � y a w o� J o< a W1DTH FLOOD PRONE AREA(WFP,�: 4.012 Fr/Fr wc�� c�¢z=��w -7 � N � � H � "n =) o MEAN DEFTH AT BANKFULL (9BKF): 0.240 Fr o u)� -0 � a w w cn I LLj a z w w o� �Qcn�� ENTRENCHMENT R,4 Tlo (ER): 2.525 FT/FT J-OQ Jo z U N z =v7 �O�S-w U�w� _�O OQ cn w O z U Od t Oz _z ~�z�wJ� 4d a O U w W1DTH rODEPrHR r1O(W/D): 6.621Fr/Fr d w o�<u O W ��'0 Ua S�O�Dz GLA331F16AT1oN. STABLE E34 O m U J Q O m H O D O w O 0m� �Owz�ww> m N w U w U EXISTING GRADE '�� EXlSTIN RIVER RIVER Rl�-r �r °4O°'� °� EXISTING THALE6 Ln o N o N 2505.0' 2500.0' 2495.0' o ® 0 N O �Z U �a0N a0 �9//. Z o N U N '^ W U _ "N N E n c EX13 T1N61FROP05ED 5 TiREAM .SOW oav¢�rno U U E GR055-5EG T10N B B' 0 �3 W w M •� 6 A (� Z O^ " V Z 3TA: 1+25..53 Z W N v) N � �' � K NNaNO 125.53' DOWN5TREAM w U ` OF 5FR1N6 0/ c W w O a o a THIS DRAWING IS NOT A CERTIFIED SURVEY AND HAS NOT BEEN REVIEWED BY A 6.277' APPROX. PROP. BANK LOCAL GOVERNMENT PROP. WFPA SLOPING H: V = -3:1 AGENCY FOR COMPLIANCE WITH ANY APPLICABLE 1.263 SQ SF ABKF . PROP. WBKF LAND DEVELOPMENT 63 REGULATIONS. NOTE: SEE ACCOMPANYING STREAM 5UR1/EY D3.g42' EX. WrPa ATA SHEET PROPOSED (PROP.) a z 3o76'EX. w c Z) EX15TIN& GRADE -GRAD 2505.0' C o MATURE TREE A,,, W ui M UT BY EROSION � O z PROP. GEO—LIFTS pq W xIn MCI z_ u 0.755' P OP. D - 2500.0' J w W O Of W PROP. ROCK TOE & PROP. ROCK TOE 0 `�' + a _ " Of Z Z 'o Z Q U RIVER CROSS —VANE LADDER CROSS —VANE LADDER RIVER r EX15TING/PROP05E THALPVEG RicNr —20.0 0.0 20.0 - 2495.0 N 4 O a Q z z o EXISTING PROPOSED SLOFE: 3� SLOPE: 3% g AREA AT BANKFULL (ABKF): 1.0.57 30 FT AREA AT BANKFULL ( ABKF ) 1.263 SQ FT m WIDTH AT BANKFULL (WBKF): 3.070 Fr WIDTH AT BANKFULL (WBKF): 4.416 FT 0>_ QomQo WIDTH FLOOD PRONE AREA (W FPA�: 3.g42 FT WIDTH FLOOD PRONE AREA W ) ( 6.277 FT o� "�az ~Jzz� =~a� MAX. DEFTH BANKFULL (DMAx): 0.500 Fr FP A MAX. DEPTH BANKFULL (DMAX): 0.500 FT �N �� '��~ � o MAX. 17EFTH TOF LOW BANK (DTo3): 0.73.E FT MAX. DEPTH TOP LOW BANK D ( 0.755 FT �a ww��ow�azww �o �Q=mcnu``'i� Jo MEAN DEFTH AT BANKFULL (OBKF): 0.343 FT TOB)' MEAN DEPTH AT BANKFULL (DBKF): 0.286 FT J�oQ V U — =v7 cnO�=Z _�O � Q cn � O z ~ � ENTRENCHMENT RATIO (ER): 1.281 FT/Fr ENTRENCHMENT RATIO (ER): 1.421 FT/FT �� DU W z D < cn o � < u oW z �Q��oo¢ oz U W1DTH TO DEFTH RATIO AM): ag74 FT/Fr WIDTH TO DEPTH RATIO (W/D): 15.441 FT/FT m U J Q O m~ 0 0� 0 aom, wmw� � BANK HEI6HT RATIO OHR): 1.510 Fr/Fr BANK HEIGHT RATIO (BHR): 1.510 FT/FT =�Q =N~owo MAX DEFTH RATIO: 1.450 FT/FT MAX DEPTH RATION: 1.748 FT/FT - 6LA551F16ATION: UN3TABLE 64 CLASSIFICATION: STABLE B4 m N O Of Q 8 Y' N IL U � ro 0 O N O N 2495.0' 2490.00 2485.0' 2480.0' EX15TIN61FROF05ED STREAM 6RO55-3E6 iION G-G' APPROX. PROP. BANK SI OPINh H• V = -.3. 1 5TA. 2*31.47 23/.47' DONNSTREAM OF 3PRIN6 0/ 16.217' PROP. WMA APPROX. PROP. BANK qI OPM, H. V = —.,;. 1 NOTE: 5EE ACCOMPANYING 5TREAM SURVEY DATA SHEET �YI�TIAI/ /CY ) 2.000' g 223' PROP. W 2.000' BANKFULL BKF BANKFULL BENCH 4.927 SQ SF ABKF BENCH GRADE 0.6A `PROP. TH LWEG 2.124' PROP. DTOB I I I— m I Ex- RIVER — RIVER LEFT _ RIGHT -20.0 EXISTING SLOPE: 415611 AREA AT BANKFULL (ABKF): 0.65150 FT HIE)TH AT BANKFULL (WBKF): 1.364 FT WIDTH FLOOD PRONE AREA (WFpA): 1.53q FT MAX. DEPTH BANKFULL (DMAX): 0.600 FT MAX. DEPTH TOP LOW BANK (DT03): 4.316 FT MEAN DEPTH AT BANKFULL (9BKF): 0.477 FT ENTRENCHMENT RATIO (ER): 1.346 FT/FT WIDTH TO DEPTH RATIO (W/D): 2.85q FT/FT BANK HE16HT RATIO (BHR): 7. I q3 FT/FT MAX DEPTH RATIO: 1.250 FT/FT 6LA55IF16ATION: UNSTABLE 64 0.0 20.0 PROPOSED SLOPE: AREA AT BANKFULL (ABKF) WIDTH AT BANKFULL (WBKF): WIDTH FLOOD PRONE AREA (WFPA): MAX. DEPTH BANKFULL (DMAX): MAX. DEPTH TOP LOW BANK (DTOB) MEAN DEPTH AT BANKFULL (DBKF): ENTRENCHMENT RATIO (ER): WIDTH TO DEPTH RATIO (W/D): BANK HEIGHT RATIO (BHR): MAX DEPTH RATION: CLASSIFICATION: 2495.0' 2490.0' 2485.0' 2480.0' 4% 4.927 SQ FT 8.223 FT 16.217 FT 0.600 FT 2.124 FT 0.599 FT 1.972 FT/FT 13.728 FT/FT 3.540 FT/FT 0.606 FT/FT STABLE B4A 'HIS DRAWING IS NOT A CERTIFIED SURVEY AND HAS NOT BEEN REVIEWED BY A LOCAL GOVERNMENT AGENCY FOR COMPLIANCE WITH ANY APPLICABLE LAND DEVELOPMENT REGULATIONS. az 0 0 O U ui W m U 0 o U a �1 z m n m II U zLd 0 Ld z �T� �I w I� O „� z w rw _ w Q V1 %�, Z O z N 0 c) a Z < N x < z o o m i.7 zQ 0QowQ=o w az ��m Jz�� aw w zw��Q�Q� W U O L Q = 61N �wZ (n O cl:: W � o ��`"�O�oo VOOO �zz��c a ww wzOz-azwcn N U — ZZ W Z U7Z� =N cn —0 T:, LJU�w,, _ZO Na-Un�oZUO��OZ _z wa�I�J��d ow OW�o �a=��oz U [0 U J Q O m H D cnO w �Owz�ww> =C)Q � U 2490.0' cf 2485.0' 0 0 N I2480.0' 2475.0' EX13.TIN61FROP03ED STREAM 6R055-3E6TION D D' 3TA: 3+40.00 348.00' 0OWNSTREAM OF 5PRlN6 0/ NOTE: 5EE ACCOMPANYING 5TREAM 5URVEY DATA SHEET —20.0 0.0 20.0 EXISTING SLOPE: 2?b AREA AT BANKFULL (ABKF): 2.014 50 FT HIE)TH AT BANKFULL (WBKF): 4.146 FT WIDTH FLOOD PRONE AREA (WFpA): 5.565 FT MAX. DEPTH BANKFULL (DMAX): 0.800 FT MAX. DEPTH TOP LOW BANK (DT03): 2.80q FT MEAN DEPTH AT BANKFULL (9BKF): 0.500 FT ENTRENCHMENT RATIO (ER): 1.342 FT/FT WIDTH TO DEPTH RATIO (W/D): 8.2g2 FT/FT BANK HE16HT RATIO (BHR): 3.511 FT/FT MAX DEPTH RATION: 1.600 FT/FT 6LA55IF16ATION: UNSTABLE 646 PROPOSED SLOPE: AREA AT BANKFULL (ABKF): WIDTH AT BANKFULL (WBKF): WIDTH FLOOD PRONE AREA (WFPA): MAX. DEPTH BANKFULL (DMAX): MAX. DEPTH TOP LOW BANK (DTOB) MEAN DEPTH AT BANKFULL (DBKF): ENTRENCHMENT RATIO (ER): WIDTH TO DEPTH RATIO (W/D): BANK HEIGHT RATIO (BHR): MAX DEPTH RATION: CLASSIFICATION: 2490.0' 2485.0' 2480.0' 2475.0' 2% 3.386 SQ FT 10.845 FT 15.356 FT 0.800 FT 0.600 FT 0.312 FT 1.416 FT/FT 34.760 FT/FT 0.750 FT/FT 2.564 FT/FT STABLE B4 'HIS DRAWING IS NOT A CERTIFIED SURVEY AND HAS NOT BEEN REVIEWED BY A LOCAL GOVERNMENT AGENCY FOR COMPLIANCE WITH ANY APPLICABLE LAND DEVELOPMENT REGULATIONS. az 0 0 O U W w m � E w U � Z 0 0 o Z 0 A� mIn m A J W O w O i� Z w y rw vI _ w Ld Q V� Z O Z N 0 0 c) a Z af N x I z o o m ZQ 0Qowaz w W U � Q = rnN �wZ (n OT,:-7 W ��w o ��cnwowOo --Eo= =— zcncn� ¢ ww wzoz-azwcn U7Z0 =N � O �=-Zw U` w- _Z O N¢ cnw OZU Od�OZ _z >-ad w< ll- J�� 0w o0 ua=��-oz U m U J Q O m H D cn cl�O w O om, �owz�ww> =�Q I Ti a ro � o = � U 20 .—so• rA I; SCOUR HOLE B FIT ROCKS TIGHTLY TOGETHER ON SIDE OF VANE 'NOTES: TOTAL DROP `A NOT TO EXCEED 6 -AW INCHES OVER EACH STEP FOR WARM W WATER FISH SPECIES k KEY INTO BANK FOR A i MINIMUM LENGTH EQUAL TO BANK HEIGHT. VEGETATE KEY EXCAVATION WITH LIVE CUTTINGS/CLUMPS BEFORE BACKFILL. I --TOE OF BANK LEAVE GAPS BETWEEN UPPER LAYER OF ROCKS EQUAL TO Y4 TO )5 ROCK DIAMETER FLOW ' J J M = ROCK CROSS VANE PLAN �Y N Q ,--`f' i FLOW � m EXISTING w . r7 STREAM BED F- cV BACKFILL-'� 1 Yj TO 2 EXCAVATION WITH COBBLE AND CHINK \ANTICIPATED SCOUR HOLE TYPICAL ROCK DIMENSIONS AND PLACEMENT GAPS ROCK VANE SECTION A LIVE CUTTINGS/ LIVE CUTTINGS/ CLUMPS CLUMPS FOOTER ROCKS SHOULD BE ROCK VANE SECTION B -50% LARGER THAN OTHER NOTES: THE ROCKS SHOULD BE RECTANGULAR OR NEARLY SO AT THE ROCK TO ROCK CONTACT. THE ROCK TO ROCK CONTACT SHOULD BE SOLID. IF ROCKS ARE NOT PERFECTLY FLAT, THE THICKER END SHOULD BE PLACED DOWNSTREAM. FILL GAPS WITH SMALLER STONES. ROCK CROSS VANE DETAIL EX67I & 6ienVE VARIES \/�\/�\/� 'gppRO \�\\\�\\\�\\\��\�jj 1% SLOPE_ 1. CONSTRUCTION WILL BE SEQUENCED FROM AN UPSTREAM TO DOWNSTREAM DIRECTION SUCH THAT DISTRIBUTED AREAS OF THE PROJECT AREA ARE STABILIZED AT THE END OF EACH WORKING DAY. 2. DISTURBED AREAS WILL BE SEEDED FOR TEMPORARY GROUND COVER WITH A SEED MIX OF ANNUAL GRAINS (WINTER RYE, OATS, DROWN -TOP MILLET) AT RATES SPECIFIED BY THE MANUFACTURER. 3. DISTURBED AREAS WILL BE SEEDED FOR PERMANENT GROUND COVER WITH A NC MOUNTAIN RIPARIAN MIX AND AN ANNUAL WILDFLOWER MIX AT MANUFACTURER SPECIFIED RATES. 4. SEEDED AREAS WILL BE FERTILIZED AND MULCHED WITH STRAW. FERTILIZER WILL BE STORED AWAY FROM AND KEPT OUT OF THE STREAM. STRAW MULCH WILL BE PLACED SUCH THAT SOIL IS STABILIZED AND ADEQUATE LIGHT REACHES THE SOIL LAYER. INSTALLATION OF SLOPE MATTING ON STREAM BANKS N.T.S. USE WOODEN STAKES AND PINS MINIMUM LENGTH OF 12" FIG. 18 AT THE TOP OF THE SLOPE ANCHOR THE MATTING + IN A 6" X 6" INITIAL + ANCHOR TRENCH t + 1 1 1-1 1 .- 1-1 I I—' + o+ + : + `IIIIIII� s�fgM +I A. I 1111- SOW + PREPARE + GRADING, APIPUCATIONNOF -III—I I LIME AND SEEDS + + 1-111 SLOPE L 'I —II -II 2D.0,>11 30.4 0' 20, III PROVIDE A 6" X 6" ANCHOR I 6.0'"NOTE: 3:l 3.0, AT THE TOW OF THE SLOPE. = 3TRENCH 4:.0' NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. NOT TO SCALE TYPICAL BANKFULL BENCH CROSS SECTION N.T.S. '9Ap RO w > 3 \/��F\�J Qm¢ THALWEG PLANTING PLAN: 5. DISTURBED AREAS BELOW TWO TIMES BANKFULL ELEVATION WILL BE FURTHER STABILIZED WITH BIODEGRADABLE COIR COCONUT FABRIC WITH A WEIGHT NOT LESS THAN 400 GRAMS PER SQUARE METER. COIR FABRIC WILL BE INSTALLED OVER SEED AND MULCH, PER THE MANUFACTURER'S SPECIFICATIONS. 6. LIVE CUTTINGS WILL BE INSTALLED AS LIVE STAKES AND WHIPS ON THE STREAM BANKS AND BETWEEN GEOLIFTS AT ELEVATIONS BELOW BANKFULL ON STREAM BANKS WITHIN THE PROJECT AREA. LIVE CUTTINGS WILL BE SELECTED FROM NATIVE SHRUB SPECIES INCLUDING: SILKY DOGWOOD (CORONUS AMOMUM), ELDERBERRY (SAMBUCUS NIGRA), NINEBARK (PHYSOCARPUS OPULIFOLIUS), AND VIRGINIA SWEETSPIRE (ITEA VIRGINICA). LIVE CUTTINGS WILL BE INSTALLED AT A SPACING OF APPROXIMATELY ONE FOOT ON CENTER, BIO-BLOCK COIR BLOCK SYSTEM TERRACED APPLICATION (GEOLIFT) N.T.S. TOP FABRIC FILL MATERIAL BIOD-BLOCK ANCHOR BOTTOM FABRIC ROCK LATER TO STRENGTHEN TOE AND FOUNDATION TOP FABRIC FILL MATERIAL BIOD-BLOCK ANCHOR BOTTOM FABRIC ROCK LATER TO STRENGTHEN TOE AND FOUNDATION NOTES: 1. LIVE PLANTS AND CUTTINGS SHOULD BE USED IN EITHER SITUATION. 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. NOT TO SCALE. WHILE DORMANT, DURING LEAF -OFF 7. CONTAINER HERBACEOUS PLANTINGS WILL BE INSTALLED BELOW TWO TIMES BANKFULL ELEVATION AT A SPACING OF APPROXIMATELY THREE FEET ON CENTER. 8. CONTAINER TREE PLANTINGS WILL BE INSTALLED AS NATIVE SAPLINGS AT A SPACING OF TEN FEET ON CENTER AND WILL CONSIST OF SPECIES NOT LIMITED TO: RED OAK (QUERCUS RUBRA), WHITE OAK (QUERCUS ALBA), TULIP POPLAR (LIRIODENDRON TULIPIFERA), AMERICAN BEECH (FAGUS GRANDIFOLIA), BLACKGUM (NUSSA SULVATICA), AND RED MAPLE (ACER RUBRUM). 9. THE SITE WILL BE WATERED REGULARLY DURING DRY PERIODS UNTIL A HEARTY STAND OF HERBACEOUS VEGETATION IS ESTABLISHED OVER ALL DISTURBED AREAS WITH A HEIGHT OF AT LEAST SIX INCHES. VARIES EV57110, 6RACE 1% SLOPE f- 10. PLANTING OF THE PROJECT AREA WILL GENERALLY FOLLOW AND ACHIEVE DENSITIES OUTLINED IN A GUIDE FOR THE INSTALLATION, ESTABLISHMENT. AND MAINTENANCE OF RIPARIAN VEGETATION ON RESTORATION PROJECTS IN NORTH CAROLINA - NC COOPERATIVE EXTENSION SERVICE. 'HIS DRAWING IS NOT A CERTIFIED SURVEY AND HAS NOT BEEN REVIEWED BY A LOCAL GOVERNMENT AGENCY FOR COMPLIANCE WITH ANY APPLICABLE LAND DEVELOPMENT REGULATIONS. z O O 0 00 �l !� W m O O U Z LU rA z m wi Q "`tititi Q U O A O z �= z o l� � w _ ZO (D Z w Z z aoo a�Z cl y HZ 0 L O n m cn az w 'Qz a w .w zw Joz �u c ��o(noT�(n�� o T uO ��v7TOTo0 N~ 0 ~ ZzLn n(n aww zoz-Qzw OoozQ oQ in �0 cnoc�Tm_c��wOLzUD,- LLLjz0 =�T�w� _moo "a-cn,�ozooa�oz z d4d Z< a- moo o'-` o w l w" z D Q c z o Q u o u T oz U m U w o m~ 0 0 cn T Q w W 00 El w �owz�wo> co ?w 0 �o �Ln o m }04 O _ O m o o04 a CL z = M U O GRADE CONTROL ROCK CROSS -VANE DETAIL TOP VIEW FILTER FABRIC COBBLE SIZED BACKFII I 11RE OF S71FAMOM FOOTER SPLASH ROCK & COBBLE BACK FILL EXISTING STREAMBANK TRIPE DROP ROCK LADDER VANE AT HEAD -CUTS DETAIL TOE OF CHANNEL/STREAM BANK o /I FILTER FABR, FER SPLASH ROCK & COBBLE BACK FILL FRONT VIEW SIDE VIEW FRONT VIEW COBBLE MATERIAL NOT TO C TO 1 \ . 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HASHED 3 TONE Ow ��z oQ��o�¢u O U r S O Z U [0 U J Q O m H O D� O w nowz�ww> =c) ?w�owmWO o I Ti m w N U w U P-19081 Phillips Property March 27, 2020 UT to North Fork Swannanoa River French Broad River Basin, Buncombe County Page 1 of 5 Project Area Photographs Photo 1. View north towards Station 1+50 of migrating head cut undermining mature Birch and Cherry trees. P-19081 Phillips Property March 27, 2020 UT to North Fork Swannanoa River French Broad River Basin, Buncombe County Page 2 of 5 Photo 2. View north west towards Station 2+30 of 4’ head cut migrating upstream. The layer below the “A” soil horizon is silty clay, not rock. P-19081 Phillips Property March 27, 2020 UT to North Fork Swannanoa River French Broad River Basin, Buncombe County Page 3 of 5 Photo 3. View south towards Station 3+50 of incised sub-reach of stream and failing banks. P-19081 Phillips Property March 27, 2020 UT to North Fork Swannanoa River French Broad River Basin, Buncombe County Page 4 of 5 Photo 4. View southeast towards Station 4+00 of failing streambank on river-right. P-19081 Phillips Property March 27, 2020 UT to North Fork Swannanoa River French Broad River Basin, Buncombe County Page 5 of 5 Photo 5. View southwest of overstep, eroding streambank and exotic invasive vegetation near station 4+40.