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Home My WebLink About20231648 Ver 1_401 Permit Pre-filing Request_20231130Friday, June 30, 2023 at 13:12:50 Eastern Daylight Time Subject: Buncombe County EWP Stream Bank Stabilization: 401 Pre -Filing Meeting Request Date: Friday, June 30, 2023 at 1:11:11 PM Eastern Daylight Time From: david@jenningsenv.com To: 401PreFile@ncdenr.gov Attachments: image001.jpg Classification Lengffi of Site Name Lat./Long. Stream 'n PIN(s) 401 Permit and WRC Trout Fill Watershed Strei m Individual 35.5206 C• Tr 9686-71- Curtis Wright Cane Creek 1501f WQC -82 40358 Trout watershed 4595 PCN 8686-89- 4630 Individual 35.5344 C 8687-80- Webb Bridge Hominy Creek 1,00 if WQC 82 736 7 Trout watershed 7590 PCN 8687-80- 3577 8697-21- 1727 8696-09- Individual Beverly- 35.5329 C 3669 HominyCreek 7001f WQC Greens -Reeves -Trout watershed 8697-20- PCN 8984 8697-31- 3090 Big Ivy WS-II• B• Tr; Individual 35.76092 Dillingham 9784-29- Community HQW 3501f WQC -8243113 . Creek 5148 Center Trout watershed PCN Individual 35.69136 Sandymush C• Tr 8782-26- Gavin McCully 3501f WQC -82 766 4 Creek Trout watershed 3198 PCN 8792-65- 2442 Individual Wells-Worden- 35.6857 North Turkey 8792-54- C 6501f WQC Mallard -82.717 1 Creek 9452 PCN 8792-65- 4672 Individual vaierie alien WQC -82 71364 Creek Trout watershed sou it 7519 PCN PCN 8685-97- Individual 35.50017 South Hominy C• Tr 9832 Israel-Haley-82.7302 Creek Trout watershed 2501f 8695-07- WQC PCN 0636 Buncombe County Soil and Water Conservation District has received funding through the NRCS's Emergency Watershed Protection program to conduct stream bank stabilization at the property to protect existing structures damaged or threatened by stream erosion during Storm Fred (late August 2021). We propose to conduct the stream bank work using a combination of stacked boulders, boulder/rock toe with vegetative geo-lifts, and plantings. In areas where there is not enough room to lay -back the banks or immediately next to a structure the work will involve stacked boulders. In areas where we can lay -back the banks, we will use boulder/rock toe with vegetated geo-lifts. In areas where the banks are currently at a manageable grade, we will plant vegetation or add geo-lifts with vegetation. Thank you, David Brown, PG Sr. Scientist / Geologist I Jennings Environmental, PLLC 828 384 1890 david@jenningsenv.com Asheville, NC Loenningsenv.com Jennings Environmental This information is confidential and is intended solely for use by the recipient and others authorized to receive it. Any disclosure, copying, distribution or taking action in relation to this information is strictly prohibited and may be unlawful. Page 2 of 2 EWP Field Data Report EVENT: Tropical Storm Fred Report Date: 9/27/21 Local Sponsor Name: Buncombe County Investigator(s): Anthony Dowdle and Jessica Hughes Obtain and transmit digital photos of the watershed impairment with this form.❑ LOCATION: County: Buncombe Latitude Decimal 35.500172 Degrees BACKGROUND: Location/Address: 27 Medford Branch Road Site ID: Austin, Israel, Strawb, Haley Drainage Name: South Hominey Creek Longitude Decimal-82.7302 Degrees Describe the damage at this location as a consequence of the natural disaster event: Eroded stream bank, woody and cobble debris, threat to home, unstable stream pattern Describe the Watershed Impairment: Unstable streambank, unstable stream pattern, woody and cobble debris, exposed bank How does the watershed impairment currently impair the watershed's hydrologic or ecological functions? Woody and cobble debris,unstable stream pattern How does the watershed impairment currently create an imminent or immediate threat' to life, property2, or health? Loss of home What is the evidence that there has not been an ongoing watershed problem at this site, and that the impairment suddenly arises as a result of the natural disaster event? New exposed roots, tree just undermined, new debris, rackline, sediment line Summarize what will be protected from damage by the proposed work: Private Property: threat to home Business Property: Threat to Mountain Springs Cabins & Yurts and Fred Israels RV Park Public Property, including public buildings, infrastructure and utilities: Threat to utility pole and threat to NCDOT and private bridges 'The potential for a threat to life, health, or property may be at the site, upstream of the site, or downstream of the site (e.g., sedimentation deposited downstream, flooding upstream, etc). ZProperty is considered any artificial structure permanently affixed to the land such as, but not limited to, houses, buildings, roads, utilities, structures, dams, etc. Standing timber, orchards, growing crops, other agronomic crops, etc. are not considered property under the EWP Program. Page I of 8 North Carolina Sept-2020 EWP Field Data Report EVENT: Tropical Storm Fred RANKING: What is likely to happen if the damage is left untreated? loss of home, loss of cabin rental business, loss of RV park Has any loss of life been caused by this watershed impairment? NO Explain if and how this watershed impairment: • creates a potential for loss of life. Yes, potential loss of home, cabin rentals, and RV park • has interfered with access to a medical facility. no • impairment has interfered with normal operation of public infrastructure or public services. No • raises a up blic safety risk? Yes potential loss to home, threat to cabins and RV park Are any special environmental circumstances likely to occur (or known to occur) at, or close to this location, such as: Special Environmental Concern SEC P NP MPHE Comments *Clean Air Act ❑✓ ❑ *Clean Water Act / Waters of the U.S. ❑✓ ❑ ❑ *Coastal Zone Management ❑ ❑✓ ❑ Coral Reefs ✓ *Cultural Resources / Historic Properties ❑ ❑✓ ❑ *Endangered and Threatened Species ✓ ❑ Environmental Justice ❑ ✓ ❑ *Essential Fish Habitat ❑ ❑✓ ❑ Flood lain Management ❑✓ ❑ ❑ Invasive Species ❑ ❑✓ ❑ *Migratory Birds/Bald and Golden Eagle Protection Act ❑ ❑✓ ❑ Natural Areas ❑✓ ❑ Prime and Unique Farmlands ✓❑ LI Riparian Area ✓❑ ❑ ❑ Scenic Beauty ❑✓ *Wetlands ❑ IZI ❑ *Wild and Scenic Rivers ❑ ❑✓ ❑ NC Only- National Food Security Act HEL/WC ❑✓ NC Only- Hazardous Materials ❑ ✓ ❑ Present (P), Not Present (NP), May Potentially Have an Effect (MPHE) Page 2 of 8 North Carolina Sept-2020 EWP Field Data Report SCREENING for PRELIMINARYEWP ELIGIBILITY There has been an unusual event that has caused watershed impairment (blockage or channel True migration) that is causing an immediate or imminent threat to life, public health, and property including houses, buildings, structures, roads, utilities. True The threat to life and property significantly exceeds that which existed prior to the impairment. True Recovery measures would be for runoff retardation or soil erosion prevention. EWP funds have NOT been utilized twice within the past TEN years to repair damage (as True opposed to removing storm debris) at the exact location. True The damages are NOT considered typical O&M activities. True The damaged area is NOT part of a pre-existing or ongoing problem. EWP Funds will NOT be used to repair, rebuild or maintain private or public True transportation facilities, utilities or similar facilities. True The site is NOT on Federal Land. May be Eligible NOTE: If any of the responses are FALSE, then the initial determination is that the site is NOT eligible. Sites that may be eligible will undergo further review by NRCS before a final eligibility decision is made. Page 3 of 8 North Carolina Sept-2020 EWP Field Data Report SKETCH of DAMAGE: Austin/Israel/Strawb/Haley Site Map EWP PIN 86859]98320000086859]941200000869505486500001 A d.-/La18 Long 27 ME DEC RD BRANCH RD, CANDLER, St.B 35497190412 732926 S1o,,35 5006220412 7305M Engineering Cost Estimate for Repair Measures 0 170 340 Leg BMI Type BMI type 1111 IS BMI TyP Description of Proposed Recovery Measure (including mitigation measures) Remove woody and cobble debris, stabilize stream bank, add vegetation Practices/Components Estimated Qty. Units Unit Cost Calculated Cost 326-clearing and snagging 4,000.00 Linear Feet $ 0.00 580-stream bank protection 250.00 Linear Feet $ 0.00 580-erosion control 1.00 Lump Sum $ 0.00 410-grade stabilization 176.00 Ton $ 0.00 580-mobilization 1.00 Lump Sum $ 0.00 Contingency 1.00 Lump Sum $ 0.00 Proposed Recovery Measure Total Costs (including mitigation measures): $ 1 2, 510.00 Description of Alternative Recovery Measure (including mitigation measures) Practices/Components Estimated Qty. Units Unit Cost Calculated Cost Unit $ 0.00 Unit $ 0.00 Unit $ 0.00 Alternative Recovery Measure Total Costs (including mitigation measures): $ 0.00 Page 4 of 8 North Carolina Sept-2020 EWP Field Data Report Description of Picture 1: unstable stream pattern, cobble debris, erosion, streambank damage, home endangered Description of Picture 2: unstable stream pattern, woody debris, erosion, streambank damage Page 5 of 8 North Carolina Sept-2020 EWP Field Data Report Description of Picture 3: unstable stream pattern, erosion to stream bank, woody debris, home endangered Description of Picture 4: unstable stream pattern, woody debris, erosion, streambank damage Page 6 of 8 North Carolina Sept-2020 EWP Field Data Report Description of Picture 5: unstable stream pattern, woody debris, erosion, streambank damage Description of Picture 6: unstable stream pattern, woody debris, erosion, streambank damage Page 7 of 8 North Carolina Sept-2020 EWP Field Data Report Description of Picture 7: Woody debris Description of Picture 8: woody debris Page 8 of 8 North Carolina Sept-2020 7 Samuel Ashe Drive, Asheville, NC 28805 1 919-600-4790 1 greg@jenningsenv.com AGENT AUTHORIZATION FORM Project Name: Buncombe County Storm Fred EWP/StRAP Bank Stabilization Project Address/Location: Various sites in Buncombe County (see attached table) The undersigned is the Property Owner ✓ Assigned Representative 0 Easement Holder 11 Right -Of - Way Holder Lease Holder �E and will be the applicant on the request for permit(s) and/or jurisdictional determination. I hereby authorize Jennings Environmental PLLC to act on my behalf and take all actions necessary for the processing, issuance, and acceptance of the permit or certification and any and all standard and special conditions attached. Additionally, I authorize the representative(s) of the permitting agency(s) to enter the property for the purpose of conducting activities associated with verification of the request for permit(s) and/or jurisdictional determination. I hereby certify that the information submitted in this document is true and accurate to the best of our knowledge. Name: Company Name (if applicable): Mailing Address Phone Number: Email Address: Signature: Date: Jennifer Harrison Buncombe County Soil & Water Conservation District Asheville, NC 28806 828-250-4785 07/05/2023 Check if applicable ❑✓ The property owner has executed a binding agreement with the Natural Resources Conservation Service (NRCS) for this stream/wetland restoration project. The above is the assigned representative for the NRCS and is authorized to act on behalf of the NRCS and the property owner through a signed mutual agreement for the stream sabiIization/restoration project. Jennings Environmental PLLC is licensed with the North Carolina Board of Examiners for Engineers and Surveyors and is authorized to practice engineering under the provisions of Chapter 89C and 55B of the General Statutes of North Carolina. License Number P-1932. Buncombe County Storm Fred NRCS-EWP/StRAP Bank Stabilization Sites 401 and 404 Permitting - Agent Authorization July 5, 2023 Site Name Lat./Long, Stream PIN(s) John Lee 35.63553 Bee Tree 9780-93-9430 -82.39995 Creek 9790-14-5905 Robertson and 35.63167 Bee Tree Dumont -82.41036 Creek 9780-62-8206 Samantha 35.63705 Bee Tree Howard -82.39934 Creek 9790-04-1027 Steve Harris 35.63128 Bee Tree 9780-81-0827 -82.40588 Creek Peter Smith 35.63243 Bee Tree 9780-82-8238 -82.40294 Creek Curtis Wright 35.52064 Cane Creek 9686-71-4595 -82.40358 35.47614 Merrill Cove Roscoe Lyle 9664-56-5257 -82.47623 Creek Susan 35.54251 UT Hominy Chatone -82.76145 Creek 8687-13-2660 8686-89-4630 Webb Bridge 35.53447 Hominy 8687-80-7590 -82 73677 Creek 8687-80-3577 Cynthia 35.53591 Hominy Waddell -82.74278 Creek 8687-70-0689 8697-21-1727 Beverly- 35.53299 Hominy 8696-09-3669 Greens-Reeves -82.7311 Creek 8697-20-8984 8697-31-3090 Center for Spiritual 35.56290 Hominy 9627-69-9577 -82.60926 Creek Living UT Bill Lloyd -Ball 35.5265 Moore 9606-96-6612 -82.6654 Creek 9606-96-7660 Dwayne 35.54859 Moore Roberson -82.65160 Creek 9617-44-1765 Big Ivy 35.76092 Dillingham Community 9784-29-5148 -82 43113 Creek Center UT Billie Redmon 35.64489 Bea erdam 9750-58-7200 -82.51538 Creek 9750-58-8002 35.75582 Dillingham Tim Banks 9794-57-4192 -82.38672 Creek 35.70157 Whitter Meg Cooper 9713-70-1073 -82.64809 Branch Christine 35.614 UT Newfound 8699-39-6526 Golkwski -82.722 Creek Nelson -Shook 35.62620 Dix Creek 9710-23-8225 -82.65980 9710-23-8225 Gavin 35.69136 Sandymush McCully -82.76664 Creek 8782-26-3198 South Neil Woody 35.67900 Turkey 8792-72-5038 82 71188 Creek 35.63687 Willow Sharon Dubuc 8760-18-2728 -82.83274 Creek Wells- North 8792-65-2442 Worden- 35.68570 Turkey 8792-54-9452 Mallard 82 71781 Creek 8792-65-4672 South Vickie Rogers 35.64217 Turkey 8780-69-1980 -82 75209 Creek Goddard- 35.51848 Beaverdam 9606-33-0730 Costner -82.68729 Creek 9606-23-9556 South Valerie Allen 35.50496 Hominy 8695-49-7519 -82 71364 Creek South Hominy 8586-64-5168 Brad Martin 35.48983 Creek & 8685-54-9341 -82 74151 Warren 8685-54-5410 Creek South Israel -Haley 35.50017 Hominy 8685-97-9832 82 7302 Creek 8695-07-0636 Clyde Fox 35.63286 Flat Creek 0710-41-9697 -82.31549 35.58823 Swannanoa Betty Doll 9668-95-6701 -82.46635 River ro C) It C) OP 1�6 LO C) C) C) C) LO C) 00 LO co co LO 00 C) C) CD ON ,I- C) cr� C) = 0 &; 0 CO C,4 —J C) 0 C14 C-) ON ry z z j C) cc +-j U) C:) E cu r- 113 LLJ W 14 z t- L-�— L4 4'r 0- cz Lke, a N ro L7 U 4-1 U U co L co C co m Al U) a) E +_ a) c c c c c E _ co cn a) a) O_ a) a) O_ a) a) O_ a) a) O_ a) a) O_ J K O O O O O O O O O a% O O d 3 O 0- O O > N O O O O >, J a) = 00 O (o O O O O O O U) co C: a) co cn Q D U) a) C O E a a) p a) a) U) _ _ •— L co C: co co++ +� O a) p �--� O y = c a) U a) O_ c a) U a) O_ c a) U a) O_ c a) U a) O_ — a) i co 0- cn c a) U a) O_ m cn U w O LO c O N c O co c O c O U') c O M N O N 3 > o 0 o o o 0 N o a) a) a) a) a) U co U) co O co O co O co O co O co N m C O co co co co co O O O O O co co co co co O Cn a) a) a) a) a) C Q. 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They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nres.usda.gov/wps/ portal/nres/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https:Hoffices.sc.egov.usda.gov/locator/app?agency=nres) or your NRCS State Soil Scientist (http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/? cid=nres142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. Contents Preface.................................................................................................................... 2 SoilMap.................................................................................................................. 5 SoilMap................................................................................................................6 Legend..................................................................................................................7 MapUnit Legend.................................................................................................. 8 MapUnit Descriptions.......................................................................................... 8 Buncombe County, North Carolina................................................................. 10 DeA—DeIIwood- Redd ies complex, 0 to 3 percent slopes, occasionally flooded.................................................................................................. 10 IoA—lotla loam, 0 to 2 percent slopes, occasionally flooded ...................... 11 References............................................................................................................13 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. Custom Soil Resource Report Soil Map a m m 343010 343020 343030 343040 343050 34WM 343070 342080 343090 343100 343110 35° 30' 2" N I 35° 30' 2" N FS FhS: 0 i Soil MaN may not he valiel at this scale. 35° 29' 58" N 35° 29' 58" N 343010 343020 343030 343040 343050 343060 343070 343080 343090 343100 Map Scale: 1:672 if printed on A portrait (8.5" x 11") sheet. M ` Meters ` N 0 5 10 20 30 Feet 0 30 60 120 1� Map projection: Web Mercator Coner000rdinates: WGS84 Edge tics: UTM Zone 17N WGS84 6 .(n LD oU) G T a3 0 2 cn y a)� �6 a) _0 U) = o U 0 '6 U 2 p s '6 my O O U) N V N N m E a) y E a) '6 y w '6 . a3 fUA N O O E — O) Q j N E N U) > _ ._ C O_ N — V N Z N E a) O O N O C if O N `' a) a a3 (n O m E L U) -0 O y 0 Q p as `° O O E L `° m Q U) 3 2 O a3 a) U d' U o Q C a) N O E as y U) a) (7 O N a) 'O z L N N ) a) U E Q 3 y O) a) p Q m U)U) O d a) p m a) y a3 Q O O Z N 2i O O a) O N> a) E U w s Q ao Q as a) Q as Q Q Q o O O a) N E T a > a O O a) C > 7 U O >+ N C '� U " O U O a) N U) O E% m yLL Z N CO O a) 7 w E0 mO_ NQE N mON a) p .0 a a3 Q U U U) Em 3 J> O N O_ 'E O N— = i 00 Q t 'O O O E Q o as (U Z E Q 0 Q a`) n as a) O N p -E y Q O E C y a) >+ a) O a) a) jp a) O) (6 a3 a) a3 a) E O O N a) p -p � O y O_ N >+ a) U N (6 7 ,U) '6 N Q U) ._ O -6 T -0a3 O_ O U) C a3 N y a) E o) O a) > 7 U) a) .J 2i C a3 N cm U .O U) Q m 'C O 0 L O N E Q M U) O C n E a) .c a) '6 y E N 0— (6 O C E U O a O p U p '6 O> aa) O O a) m O '6 O O rn E (5 C (6 Q a) 7 y y O 'O U) U C m Q a) 7 >+ a) E O y O) O 'p a) C a) N 2 � N � a3 a3 a3 N a) � � O a) O_ .� �6 a) U M O n� L � — � — O N � N a) E N � C O U W E— U U) a E u) > U Q 'O Q m H O U) U) (n O N L O L H U. U) Q y d y R O Li U R L L Q Q >. 00 0 0 L d Q 0 J N CL E U)CL a) .0. O m o M O � a o O U) cn Z > N L_ y O cn cn � O ° a) S Z) :E R m U 3 a Q 0 R N R 0 O C p O Z}{ WR 4 R 5 R fVn � F m W J y a a pCL y o o ) w o a o a N y Q E R y Q a o a U C > Q C C a) > > Q Q fl Q Q Q w fl 3 R 3 y O `p O > > N ° w o O` o w Q _ a) o O- 0 o a R R R R R y C) LL 3 3 O T >, a w > > = LL o a R w o coi (� O (� , o `o Y o a y Q o cn 0 0 o cn cn p m o R m U O U (7 (7 m R J J Mn a o m m U) R U) U) a in U) o U) w a R20! ❑ R +Vy� ■ y0 ❑ a i/ ® �ap� <> { � yp� "V `} ! }� y Q y ro Custom Soil Resource Report Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI DeA Dellwood-Reddies complex, 0 to 3 percent slopes, occasionally flooded 0.7 100.0% IoA lotla loam, 0 to 2 percent slopes, occasionally flooded 0.0 0.0% Totals for Area of Interest 0.7 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the Custom Soil Resource Report development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha -Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. Custom Soil Resource Report Buncombe County, North Carolina DeA—Dellwood-Reddies complex, 0 to 3 percent slopes, occasionally flooded Map Unit Setting National map unit symbol: 1 t3vk Elevation: 2,150 to 2,700 feet Mean annual precipitation: 42 to 48 inches Mean annual air temperature: 46 to 57 degrees F Frost -free period: 116 to 170 days Farmland classification: Farmland of statewide importance Map Unit Composition Dellwood, occasionally flooded, and similar soils: 60 percent Reddies, occasionally flooded, and similar soils: 30 percent Minor components: 5 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Dellwood, Occasionally Flooded Setting Landform: Flood plains Down -slope shape: Linear Across -slope shape: Convex Parent material: Gravelly and cobbly sandy alluvium Typical profile Ap - 0 to 8 inches: gravelly fine sandy loam A - 8 to 16 inches: extremely gravelly sand C - 16 to 80 inches: extremely gravelly coarse sand Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: 8 to 20 inches to strongly contrasting textural stratification Drainage class: Moderately well drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 in/hr) Depth to water table: About 24 to 48 inches Frequency of flooding: NoneOccasional Frequency of ponding: None Available water supply, 0 to 60 inches: Very low (about 1.1 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3s Hydrologic Soil Group: B Ecological site: F130BY012VVV - Non-Hydric Flood plains Hydric soil rating: No Description of Reddies, Occasionally Flooded Setting Landform: Flood plains 10 Custom Soil Resource Report Down -slope shape: Linear Across -slope shape: Concave Parent material: Loamy alluvium over cobbly and gravelly alluvium Typical profile Ap - 0 to 14 inches: sandy loam Bw - 14 to 26 inches: fine sandy loam C - 26 to 80 inches: very gravelly sand Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: 20 to 40 inches to strongly contrasting textural stratification Drainage class: Moderately well drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 in/hr) Depth to water table: About 24 to 42 inches Frequency of flooding: NoneOccasional Frequency of ponding: None Available water supply, 0 to 60 inches: Low (about 3.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2w Hydrologic Soil Group: B Ecological site: F130BYO12VVV - Non-Hydric Flood plains Hydric soil rating: No Minor Components Ela, undrained Percent of map unit. 5 percent Landform: Depressions on flood plains Down -slope shape: Concave, linear Across -slope shape: Concave Hydric soil rating: Yes IoA—lotla loam, 0 to 2 percent slopes, occasionally flooded Map Unit Setting National map unit symbol: 1 t3wg Elevation: 1,800 to 2,300 feet Mean annual precipitation: 45 to 70 inches Mean annual air temperature: 46 to 57 degrees F Frost -free period: 116 to 170 days Farmland classification: Prime farmland if drained Map Unit Composition lotla, occasionally flooded, and similar soils: 85 percent 11 Custom Soil Resource Report Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of lotla, Occasionally Flooded Setting Landform: Flood plains Down -slope shape: Linear Across -slope shape: Concave Parent material: Loamy alluvium Typical profile Ap - 0 to 10 inches: loam Bw - 10 to 31 inches: loam C - 31 to 35 inches: loamy sand Cg - 35 to 80 inches: loam Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Drainage class: Somewhat poorly drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 in/hr) Depth to water table: About 18 to 24 inches Frequency of flooding: NoneOccasional Frequency of ponding: None Available water supply, 0 to 60 inches: Moderate (about 7.6 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: A/D Ecological site: F130BY011VVV - Hydric Floodplains Hydric soil rating: No Minor Components Toxaway, undrained Percent of map unit. 10 percent Landform: Depressions on flood plains Down -slope shape: Concave, linear Across -slope shape: Concave Hydric soil rating: Yes 12 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nres.usda.gov/wps/portal/ n res/d eta i I/n ati o n a I/s o i Is/?cid = n res 142 p2_0 54262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:// www. nres. usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www. nres. usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://www.nres.usda.gov/wps/portal/nres/detail/soils/ home/?cid=nres142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.nres.usda.gov/wps/portal/nres/ detail/national/landuse/rangepastu re/?cid=stelprdb1043084 13 Custom Soil Resource Report United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. http://www.nres.usda.gov/wps/portal/ n res/d eta i I/so i Is/scie ntists/?cid=n res 142 p2_054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nres.usda.gov/wps/portal/nres/detail/national/soils/? cid = n res 142 p2_05 3624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:H www.nrcs.usda.gov/lnternet/FSE—DOCUMENTS/nrcsl 42p2_052290. pdf 14 USGS 7.5 Min Quad IF 7/19/2023, 2:52:13 PM P Override 1 1:18,056 0 0.13 0.25 0 0.2 0.4 Copyright:© 2013 National Geographic Society, i-cubed ■ _&q . a alp db W 0.5 mi H 0.8 km USGS 2021 USGS USGS Hydrography Dataset E3 7/19/2023, 2:54:44 PM 1:1,128 0 0.01 0.01 0.03 mi 0.01 0.02 0.04 km USGS TNM — National Hydrography Dataset. Data Refreshed July, 2023., Buncombe County, NC, State of North Carolina DOT, Tennessee STS GIS, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USDA USGS 2021 USGS LiDAr Hillshade 7/19/2023, 2:55:57 PM 1:1,128 0 0.01 0.01 0.03 mi 0.01 0.02 0.04 km Buncombe County, NC, State of North Carolina DOT, Tennessee STS GIS, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USDA, USGS National Map 3D Elevation Program (3DEP). May 16, 2023. USGS 2021 USGS LiDAR Slope r 7/19/2023, 2:57:06 PM 1:1,128 0 0.01 0.01 0.03 mi 0.01 0.02 0.04 km Buncombe County, NC, State of North Carolina DOT, Tennessee STS GIS, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USDA, USGS National Map 3D Elevation Program (3DEP). May 16, 2023. USGS 2021 USGS 1p P;r ip h •L ;, 3". qllP 4Y. W I . 'xt /N6 .Arl jr 4*z uj 0 ED 0 0 (31 31 -LL A V I e4 k A Rn� VDIPPP-1 4(z 4(z 4? iF 40L 40 9-4i FM e t 74 r �t +' lip * i rh ww 4 •• � _.nd ir do PA F ®Buncombe County Assessment Property Record Search Buncombe County Assessment Property Record Search 868597983200000 AUSTIN DAVID Total Appraised Value 27 MEDFORD BRANCH RD 27 MEDFORD BRANCH RD, CANDLER, NC, $55,600 28715 KEY INFORMATION Zoning OU Neighborhood UHMC Land Use Code MFG HOME SITE Municipality Fire District FUH Special District Present Use Appraisal Area Scott Lewis 828-250-4952 scott.lewis@buncombecounty.org Exemption Legal Description Deed Date: 01/29/2002 Deed: 2702-0047 Subdiv: Block: Lot: Section: Plat: 0000-0000 Plat Reference 0=0 ASSESSMENT DETAILS Land Value $30,000 Building Value $16,000 Features $9,600 Total Appraised $55,600 Value Deferred Value $0 Exempt Value $0 Total Taxable $55,600 Value LAND INFORMATION ZONING LAND USE CODE SIZE NEIGHBORHOOD ASSESSED VALUE FLOODPLAIN OPEN USE MFG HOME SITE 1.25 acres UHMC $30,000 YES BUILDING INFORMATION IS THE BUILDING INFORMATION ON YOUR PROPERTY RECORD CARD CORRECT? Please confirm that the information below is correct for all buildings, via the'Confirm property record card data is correct' button. If any of the information is incorrect on any building please report the changes via the 'I want to update my property record' button for the building that needs to be updated. Confirm Property Record Card Data is correct. a r NCC15'1 I 200 ft rrr 6fi8547�2d0000 Data last updated: 07/19/2023 ®Buncombe County Assessment Property Record Search Buncombe County Assessment Property Record Search 869507063600000 SKINNER DANNY, SKINNER LUANN 17 EMMAS COVE RD 6326 LAMM RD, WILSON, NC, 27896 KEY INFORMATION Zoning OU Neighborhood Land Use Code RES BLDG LOT Municipality Fire District FUH Special District Present Use Appraisal Area Scott Lewis 828-250-4952 scott.lewis@buncombecounty.org Exemption UHMC Legal Description Deed Date: 01/05/2015 Deed: 5274-1737 Subdiv: Block: Lot: Section: Plat: 0171-0184 Plat Reference 171-184 ASSESSMENT DETAILS Land Value $7,800 Building Value $0 Features $0 Total Appraised $7,800 Value Deferred Value $0 Exempt Value $0 Total Taxable $7,800 Value LAND INFORMATION ZONING LAND USE CODE SIZE NEIGHBORHOOD ASSESSED VALUE OPEN USE RES BLDG LOT 0.54 acres UHMC $7,800 Total Appraised Value $7,800 FLOODPLAIN YES BUILDING INFORMATION IS THE BUILDING INFORMATION ON YOUR PROPERTY RECORD CARD CORRECT? Please confirm that the information below is correct for all buildings, via the'Confirm property record card data is correct' button. If any of the information is incorrect on any building please report the changes via the 'I want to update my property record' button for the building that needs to be updated. Confirm Property Record Card Data is correct. BUILDING(S) TRANSFER HISTORY TRANSFER DATE TRANSACTION PRICE VALID SALE BOOK / PAGE DEED INSTRUMENT 01/05/2015 $20,000 Not Qualified 5274-1737 WDT VALUE CHANGE HISTORY DATE OF VALUE EFFECTIVE TAX LAND BUILDING FEATURES NEW CHANGE YEAR REASON FOR CHANGE VALUE VALUE VALUE VALUE 2016-03-04 00:00:00 2016 NEW PARCEL RESULT OF $6,600 $0 $0 $6,600 SPLIT 2017-01-2700:00:00 2017 RAPP REAPPRAISAL $6,600 $0 $0 $6,600 NOTICE 2021-02-01 00:00:00 2021 RAPP REAPPRAISAL $7,800 $0 $0 $7,800 NOTICE RECENT PERMIT ACTIVITY PERMIT DATE 06/07/2017 APPEALS No recent appeal information 100 ft PERMIT TYPE RESIDENTIAL NEW CONSTRUCTION r� sa9507gVDo0 No Photo Available PERMIT STATUS COC ISSUED Data last updated: 07/19/2023 a N N r- u c vi -> Ln -0 o c LL di ,� o cfn O O v Q1 v � Ln V p 4- J X Q�1 L r6 a) u `•n 4 Q p m O 4, O Ln QLJ LO O p O 1 O LO Oa a- v > O W m by Ln LL U CU a) 4 ' a� ao v ru vi 4' X � ai C 0 Ncu �— LL � Ln v cn cn M O � � LJ c cu a a, U � E c vi O> O p w p 4-j Ln Ln m D w � o o : u 3: v E o �' Ln o o 0 a, o— Ln Ln o 4� _ > + a� `Li � c Z-- 4-1ro a� 0 0 L o v v Ln v W-0 � O p pcu cu O O 4- C l Ln OV .O r6 p v v aJ to O � O Ln U f Q v — p 4 � p Q) r6 O V)� O s O ro ra > O Ln Q1 to O p +O Q1 v cu >, i O O u > +E Q o � a1 > v a-=� p �, Ln cn o Q O, E Q to � 0 ra O O 4-J r6 Ln aJ O LO L> 4—j Lnro 1 O .� a1 E v O p �_r O L p _cn +--� �-1� cu ru Oflo � � Erz p -6L-n,4--j ai O— ro O g U ii v i �o L° L/iL p v O O � Q Q) � 4-, aJ .O CL)> v N d O O O ra � o ru a., 4-- r6 M Z E I ♦ O v >' >, L' O >cu 0 CD CU -0 uL Lrz-0 O p p O # U `" -- - oa�,��ru rza� +tea QLn m LnF-aj 4-J Ln c6 ^ cu Ln.o m�ajOIL Eo =ro a, N ��i a fro ri W u Itz- a� LL N u a.� u 0 p 0 u w N N l/1 a N 00 C) o) o a m m Q1 00 G) m Q1 00 cry � N , O0' 00 C/) U u, ui rz Z N N p �-. — u Q1 00 00 - — N N — 00 00 N N a J %10 Q aJ u U u Ln > — u •� U In vi p QJ 4+ m u Q1 '0 ++ aJ O O- m QJ - U C4 L L In In 4- u E u O N _ O �O p to C T Q1 ,Q1 C C uq Ln QJ O OU O aJ O C •v > S •� N :E5 to U aJ aJ -- � +� n3 aJ _ aJ aJ O 0- Ln '� O `_� Q T L - c Ln a--' u aJ Q u -0 aJ 4, u L o O r6 Ln LL v, = vi a, QJ Q- vi Z3 .� O S �' � C O }' aJ � Q Q Ln EL a 0 +-J U 0- u bLo O o Q- aJ -C�m a) u -z o uq 4 � o (u aa) � aJ o c v Ln U o U O aJ aJ m aJ C N Q ca � � 0 O r6 O aJ 4- C > C o Q1 U O -- aJ QJ i bA [n r6 O aJ 4- O 4- L 4--� +�+ 00 C Q p C m QJ bA to aJ C o C � c � o u r Q1 4- o C t6 O O o +� p Ln� v Q�1 o p � Q1 Qm�� ^,� to L C L a ° 4 a�J 4� 'Qu vC � QO pLn QJ W te— %-. 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