20231642 Ver 1_401 Permit Pre-filing Request_20231130

Friday, 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: [e-mail]
To: [e-mail]
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
[e-mail]
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: 9/23/21 Local Sponsor Name: Buncombe Co Soil and Water Site ID: Valerie Allen
Investigator(s) :Taryn Hendrickson, Richard Gustafson
Obtain and transmit digital photos of the watershed impairment with this form.
LOCATION:
County: Buncombe
23 Janet Road, Candler, NC,
Location/Address: 28715 Drainage Name: Hominy
Latitude Decimal 35.5049697
Degrees
BACKGROUND:
Longitude Decimal-82.7136474
Degrees
Describe the damage at this location as a consequence of the natural disaster event:
Large trees and woody debris blocking stream channel, significant bank erosion.
Describe the Watershed Impairment:
Trees and woody debris are blocking the flow of water, causing excess erosion.
How does the watershed impairment currently impair the watershed's hydrologic or ecological functions?
Debris is blocking the natural stream channel.
How does the watershed impairment currently create an imminent or immediate threat' to life, property, or health?
If the downed trees and woody debris blockage are dislodged, it could take out a bridge further down the stream.
Another storm event would cause erosion, threatening the cabin which is approximately 20 feet from stream.
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?
Bare soil containing no vegetation in eroded areas, fresh trees deposited in river, silt deposits on banks.
Summarize what will be protected from damage by the proposed work:
Private Property: cabin on side of stream, fence and pasture on the other side of the river.
Business Property:
Public Property, including public buildings, infrastructure and utilities:
Any bridges downstream would be taken out by the dislodged debris.
'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.).
Property 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?
Another storm event risks losing the cabin, fences, pasture, and bridges downstream of debris blockage.
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. If cabin falls into creek it could kill anyone inhabiting the cabin. If the debris dislodges
and takes out a bridge it could kill pedestrians or drivers.
• has interfered with access to a medical facility. NA
• impairment has interfered with normal operation of public infrastructure or public services.
NA
• raises a up blic safety risk?
NA
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
IZI
❑
❑
*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
❑
❑✓
❑
I nvasive Species
❑✓
❑
❑
*Migratory Birds/Bald and Golden Eagle Protection Act
❑✓
❑
❑
Natural Areas
❑✓
❑
Prime and Unique Farmlands
✓❑
Ll
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:
Engineering Cost Estimate for Repair Measures
Description of Proposed Recovery Measure (including mitigation measures)
Woody Debris removal, stream bank shaping.
Practices/Components
Estimated Qty.
Units
Unit Cost Calculated Cost
580 Mobilization and Demobilization
2.00
Lump Sum
$ 0.00
236 Clearing and Snagging
350.00
Linear Feet
$ 0.00
580 Bank Shaping
350.00
Linear Feet
$ 0.00
10 % Contingency
1.00
Unit
$ 0.00
Unit
$ 0.00
Unit
$ 0.00
Proposed Recovery Measure Total Costs (including mitigation measures): $ 0.00
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

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EWP Field Data Report
Description of Picture 3:
View of erosion on bank left with compromised cabin in background.
Description of Picture 4:
View of debris blockage from bank left.
Page 6 of 8 North Carolina Sept-2020

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EWP Field Data Report
Description of Picture 7:
Downed trees and woody debris along bank left.
Description of Picture 8:
Page 8 of 8 North Carolina Sept-2020

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USDA United States
Department of
Agriculture
N RCS
Natural
Resources
Conservation
Service
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
Buncombe County,
North Carolina
Valerie Allen Site
July 19, 2023

Preface
Soil surveys contain information that affects land use planning in survey areas.
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 [phone] (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 [phone] (voice) or [phone] (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
RsA—Rosman fine sandy loam, 0 to 3 percent slopes, occasionally
flooded..................................................................................................
10
References............................................................................................................12

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.

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Custom Soil Resource Report
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
RsA
Rosman fine sandy loam, 0 to 3
percent slopes, occasionally
flooded
0.4
100.0%
Totals for Area of Interest
0.4
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
development of resource plans. If intensive use of small areas is planned, however,

Custom Soil Resource Report
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
RsA—Rosman fine sandy loam, 0 to 3 percent slopes, occasionally
flooded
Map Unit Setting
National map unit symbol: 1 t3xy
Elevation: 1,690 to 2,590 feet
Mean annual precipitation: 50 to 58 inches
Mean annual air temperature: 46 to 57 degrees F
Frost -free period: 116 to 170 days
Farmland classification: All areas are prime farmland
Map Unit Composition
Rosman, occasionally flooded, and similar soils: 80 percent
Minor components: 5 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Rosman, Occasionally Flooded
Setting
Landform: Flood plains
Landform position (three-dimensional): Mountainbase
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Loamy alluvium
Typical profile
Ap - 0 to 10 inches: fine sandy loam
Bw - 10 to 59 inches: fine sandy loam
C - 59 to 80 inches: fine sandy loam
Properties and qualities
Slope: 0 to 3 percent
Depth to restrictive feature: More than 80 inches
Drainage class: 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 42 to 60 inches
Frequency of flooding: Occasional
Frequency of ponding: None
Available water supply, 0 to 60 inches: Moderate (about 8.5 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2w
Hydrologic Soil Group: A
Ecological site: F130BY012WV - Non-Hydric Flood plains
Hydric soil rating: No
Minor Components
Toxaway, undrained
Percent of map unit. 5 percent
Landform: Depressions on flood plains
10

Custom Soil Resource Report
Landform position (three-dimensional): Mountainbase
Down -slope shape: Concave, linear
Across -slope shape: Concave, linear
Hydric soil rating: Yes
11

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
12

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
13

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®Buncombe County Assessment
Property Record Search
Buncombe County Assessment Property Record Search
869549751900000 ALLEN VALERIE
99999 OLD CHURCH OF GOD RD 17 DELOVA LN APT 403, SWAN NANOA,
NC, 28778
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 [e-mail]
Exemption
Legal Description
Deed Date:03/31/1994 Deed:1791-0490 Lot:E-2 Plat:0196-0106
Plat Reference
196-106
ASSESSMENT DETAILS
Land Value
$79,200
Building Value
$0
Features
$0
Total Appraised
$79,200
Value
Deferred Value
$0
Exempt Value
$0
Total Taxable
$79,200
Value
LAND INFORMATION
LH2A
ZONING LAND USE CODE SIZE NEIGHBORHOOD ASSESSED VALUE
OPEN USE RES BLDG LOT 3.27 acres LH2A $79,200
BUILDING INFORMATION
IS THE BUILDING INFORMATION ON YOUR PROPERTY RECORD CARD CORRECT?
Total Appraised Value
$79,200
FLOODPLAIN
YES
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
No items to display

VALUE CHANGE HISTORY
DATE OF VALUE EFFECTIVE TAX
CHANGE YEAR
2020-03-19 00:00:00 2020
2021-02-01 00:00:00 2021
RECENT PERMIT ACTIVITY
PERMIT DATE
No items to display
APPEALS
No recent appeal information
LAND
BUILDING
FEATURES
NEW
REASON FOR CHANGE
VALUE
VALUE
VALUE
VALUE
NEW PARCEL RESULT OF
$49,600
$0
$0
$49,600
SPLIT
RAPP REAPPRAISAL
$79,200
$0
$0
$79,200
NOTICE
PERMIT TYPE
PERMIT STATUS
No Photo Available
Data last updated: 07/19/2023

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7 Samuel Ashe Drive, Asheville, NC 28805 1 919-600-4790 1 [e-mail]
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