20231426 Ver 1_401 Permit Pre-filing Request_20231017

Friday, June 30, 2023 at 13:12:50 Eastern Daylight Time
Page 1 of 2
Subject:Buncombe County EWP Stream Bank Stabiliza7on: 401 Pre-Filing Mee7ng Request
Date:Friday, June 30, 2023 at 1:11:11 PM Eastern Daylight Time
From:[e-mail]
To:[e-mail]
ADachments:image001.jpg
This is the pre-filing mee7ng request for the following proposed stream bank stabiliza7on projects in
Buncombe County.

Site Name Lat./Long.Stream
DWR
Classification
and WRC Trout
Watershed
Proposed
Length of
Fill in
Stream
PIN(s)401 Permit
Curtis Wright 35.52064
-82.40358 Cane Creek C; Tr
Trout watershed 150 lf 9686-71-
4595
Individual
WQC
PCN
Webb Bridge 35.53447
-82.73677 Hominy Creek C
Trout watershed 1,000 lf
8686-89-
4630
8687-80-
7590
8687-80-
3577
Individual
WQC
PCN
Beverly-
Greens-Reeves
35.53299
-82.7311 Hominy Creek C
Trout watershed 700 lf
8697-21-
1727
8696-09-
3669
8697-20-
8984
8697-31-
3090
Individual
WQC
PCN
Big Ivy
Community
Center
35.76092
-82.43113
Dillingham
Creek
WS-II; B; Tr;
HQW
Trout watershed
350 lf 9784-29-
5148
Individual
WQC
PCN
Gavin McCully 35.69136
-82.76664
Sandymush
Creek
C; Tr
Trout watershed 350 lf 8782-26-
3198
Individual
WQC
PCN
Wells-Worden-
Mallard
35.68570
-82.71781
North Turkey
Creek C 650 lf
8792-65-
2442
8792-54-
9452
8792-65-
4672
Individual
WQC
PCN
Valerie Allen 35.50496
-82.71364
South Hominy
Creek
C; Tr
Trout watershed 350 lf 8695-49-
7519
Individual
WQC
PCN
Israel-Haley 35.50017
-82.7302
South Hominy
Creek
C; Tr
Trout watershed 250 lf
8685-97-
9832
8695-07-
0636
Individual
WQC
PCN

Buncombe County Soil and Water Conserva7on District has received funding through the NRCS’s Emergency
Watershed Protec7on program to conduct stream bank stabiliza7on at the property to protect exis7ng
Page 2 of 2
structures damaged or threatened by stream erosion during Storm Fred (late August 2021).

We propose to conduct the stream bank work using a combina7on of stacked boulders, boulder/rock toe
with vegeta7ve geo-liZs, and plan7ngs. 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-liZs. In areas where the banks are currently at a
manageable grade, we will plant vegeta7on or add geo-liZs with vegeta7on.

Thank you,
David Brown, PG
Sr. Scientist / Geologist | Jennings Environmental, PLLC
828 384 1890
[e-mail]
Asheville, NC | jenningsenv.com

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.
7/19/23, 11:49 AM StreamStats
https://streamstats.usgs.gov/ss/1/5
StreamStats Report
 Collapse All
R e g i o n I D :N C
W o r k s p a c e I D :N C 2 0 2 3 0 7 1 9 1 5 4 5 1 5 4 4 9 0 0 0
C l i c k e d P o i n t (L a t i t u d e , L o n g i t u d e ):3 5 .6 9 1 5 5 , -8 2 .7 6 6 6 0
T i m e :2 0 2 3 -0 7 -1 9 1 1 :4 5 :3 6 -0 4 0 0

7/19/23, 11:49 AM StreamStats
https://streamstats.usgs.gov/ss/2/5
  Basin Characteristics
P a r a m e t e r C o d e P a r a m e t e r D e s c r i p t i o n V a l u e U n i t
D R N A R E A A r e a t h a t d r a i n s t o a p o i n t o n a s t r e a m 2 4 .1 s q u a r e m i l e s
P C T R E G 1 P e r c e n t a g e o f d r a i n a g e a r e a l o c a t e d i n R e g i o n 1 - P i e d m o n t / R i d g e a n d V a l l e y 0 p e r c e n t
P C T R E G 2 P e r c e n t a g e o f d r a i n a g e a r e a l o c a t e d i n R e g i o n 2 - B l u e R i d g e 1 0 0 p e r c e n t
P C T R E G 3 P e r c e n t a g e o f d r a i n a g e a r e a l o c a t e d i n R e g i o n 3 - S a n d h i l l s 0 p e r c e n t
P C T R E G 4 P e r c e n t a g e o f d r a i n a g e a r e a l o c a t e d i n R e g i o n 4 - C o a s t a l P l a i n s 0 p e r c e n t
P C T R E G 5 P e r c e n t a g e o f d r a i n a g e a r e a l o c a t e d i n R e g i o n 5 - L o w e r T i f t o n U p l a n d s 0 p e r c e n t
  Bankfull Statistics
Bankfull Statistics Parameters  [Appalachian Highlands D Bieger 2015]
P a r a m e t e r C o d e P a r a m e t e r N a m e V a l u e U n i t s M i n L i m i t M a x L i m i t
D R N A R E A D r a i n a g e A r e a 2 4 .1 s q u a r e m i l e s 0 .0 7 7 2 2 9 4 0 .1 5 3 5
Bankfull Statistics Parameters  [Blue Ridge P Bieger 2015]
P a r a m e t e r C o d e P a r a m e t e r N a m e V a l u e U n i t s M i n L i m i t M a x L i m i t
D R N A R E A D r a i n a g e A r e a 2 4 .1 s q u a r e m i l e s 5 .4 5 9 4 5 4 1 2 5 .9 9 9 8 7 4


7/19/23, 11:49 AM StreamStats
https://streamstats.usgs.gov/ss/3/5
Bankfull Statistics Parameters  [USA Bieger 2015]
P a r a m e t e r C o d e P a r a m e t e r N a m e V a l u e U n i t s M i n L i m i t M a x L i m i t
D R N A R E A D r a i n a g e A r e a 2 4 .1 s q u a r e m i l e s 0 .0 7 7 2 2 5 9 9 2 7 .7 3 9 3
Bankfull Statistics Flow Report  [Appalachian Highlands D Bieger 2015]
S t a t i s t i c V a l u e U n i t
B i e g e r _D _c h a n n e l _w i d t h 5 6 .9 f t
B i e g e r _D _c h a n n e l _d e p t h 2 .7 9 f t
B i e g e r _D _c h a n n e l _c r o s s _s e c t i o n a l _a r e a 1 6 2 f t ^2
Bankfull Statistics Flow Report  [Blue Ridge P Bieger 2015]
S t a t i s t i c V a l u e U n i t
B i e g e r _P _c h a n n e l _w i d t h 6 2 f t
B i e g e r _P _c h a n n e l _d e p t h 2 .9 5 f t
B i e g e r _P _c h a n n e l _c r o s s _s e c t i o n a l _a r e a 1 9 0 f t ^2
Bankfull Statistics Flow Report  [USA Bieger 2015]
S t a t i s t i c V a l u e U n i t
B i e g e r _U S A _c h a n n e l _w i d t h 3 8 f t
B i e g e r _U S A _c h a n n e l _d e p t h 2 .3 7 f t
B i e g e r _U S A _c h a n n e l _c r o s s _s e c t i o n a l _a r e a 9 5 .3 f t ^2
7/19/23, 11:49 AM StreamStats
https://streamstats.usgs.gov/ss/4/5
Bankfull Statistics Flow Report  [Area-Averaged]
S t a t i s t i c V a l u e U n i t
B i e g e r _D _c h a n n e l _w i d t h 5 6 .9 f t
B i e g e r _D _c h a n n e l _d e p t h 2 .7 9 f t
B i e g e r _D _c h a n n e l _c r o s s _s e c t i o n a l _a r e a 1 6 2 f t ^2
B i e g e r _P _c h a n n e l _w i d t h 6 2 f t
B i e g e r _P _c h a n n e l _d e p t h 2 .9 5 f t
B i e g e r _P _c h a n n e l _c r o s s _s e c t i o n a l _a r e a 1 9 0 f t ^2
B i e g e r _U S A _c h a n n e l _w i d t h 3 8 f t
B i e g e r _U S A _c h a n n e l _d e p t h 2 .3 7 f t
B i e g e r _U S A _c h a n n e l _c r o s s _s e c t i o n a l _a r e a 9 5 .3 f t ^2
Bankfull Statistics Citations
B i e g e r, K a t r i n ; R a t h j e n s , H e n d r i k ; A l l e n , P e t e r M .; a n d A r n o l d , J e f f r e y G .,2 0 1 5 , D e v e l o p m e n t a n d E v a l u a t i o n o f B a n k f u l l
H y d r a u l i c G e o m e t r y R e l a t i o n s h i p s f o r t h e P h y s i o g r a p h i c R e g i o n s o f t h e U n i t e d S t a t e s , P u b l i c a t i o n s f r o m U S D A -A R S /
U N L F a c u l t y, 1 7 p . (h t t p s ://d i g i t a l c o m m o n s .u n l .e d u /u s d a a r s f a c p u b /1 5 1 5 ?
u t m _s o u r c e =d i g i t a l c o m m o n s .u n l .e d u %2 F u s d a a r s f a c p u b %2 F 1 5 1 5 &u t m _m e d i u m =P D F &u t m _c a m p a i g n =P D F C o v e r P a g e s )
USGS Data Disclaimer: Unless other wise stated, all data, metadata and related materials are considered to satisfy the quality standards relative to the purpose for which
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shall the act of distribution constitute any such warranty.
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review, the USGS reserves the right to update the software as needed pursuant to further analysis and review. No warranty, expressed or implied, is made by the USGS
or the U.S. Government as to the functionality of the software and related material nor shall the fact of release constitute any such warranty. Furthermore, the software
is released on condition that neither the USGS nor the U.S. Government shall be held liable for any damages resulting from its authorized or unauthorized use.
7/19/23, 11:49 AM StreamStats
https://streamstats.usgs.gov/ss/5/5
USGS Product Names Disclaimer: Any use of trade, firm, or product names is for descriptive purposes only and does not imply endorsement by the U.S. Government.
Application Version: 4.16.0
StreamStats Services Version: 1.2.22
NSS Services Version: 2.2.1
United States
Department of
Agriculture
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
Gavin McCully
Natural
Resources
Conservation
Service
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.nrcs.usda.gov/wps/
portal/nrcs/main/soils/health/) and certain conservation and engineering
applications. For more detailed information, contact your local USDA Service Center
(https://offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil
Scientist (http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/?
cid=nrcs142p2_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
2
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.
3
Contents
Preface....................................................................................................................2
Soil Map..................................................................................................................5
Soil Map................................................................................................................6
Legend..................................................................................................................7
Map Unit Legend..................................................................................................8
Map Unit Descriptions..........................................................................................8
Buncombe County, North Carolina.................................................................10
FrA—French loam, 0 to 3 percent slopes, occasionally flooded.................10
RdA—Reddies sandy loam, 0 to 3 percent slopes, occasionally flooded....11
References............................................................................................................13
4
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.
5
6
Custom Soil Resource Report
Soil Map
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7
340133 340141 340149 340157 340165 340173 340181
340133 340141 340149 340157 340165 340173 340181
35° 41' 29'' N
82
°

4
6
'

0
'
'

W
35° 41' 29'' N
82
°

4
5
'

5
8
'
'

W
35° 41' 27'' N
82
°

4
6
'

0
'
'

W
35° 41' 27'' N
82
°

4
5
'

5
8
'
'

W
N
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
0 15 30 60 90
Feet
0 4 9 18 27
Meters
Map Scale: 1:323 if printed on A portrait (8.5" x 11") sheet.
Soil Map may not be valid at this scale.
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at
1:12,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Buncombe County, North Carolina
Survey Area Data: Version 20, Sep 8, 2022
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Apr 1, 2022—May 9,
2022
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Custom Soil Resource Report
7
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
FrA French loam, 0 to 3 percent
slopes, occasionally flooded
0.1 35.7%
RdA Reddies sandy loam, 0 to 3
percent slopes, occasionally
flooded
0.2 64.3%
Totals for Area of Interest 0.3 100.0%
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
8
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
9
Buncombe County, North Carolina
FrA—French loam, 0 to 3 percent slopes, occasionally flooded
Map Unit Setting
National map unit symbol: 1t3wc
Elevation: 1,900 to 3,100 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: Prime farmland if drained
Map Unit Composition
French, occasionally flooded, and similar soils:90 percent
Minor components:5 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of French, Occasionally Flooded
Setting
Landform:Flood plains
Down-slope shape:Linear
Across-slope shape:Convex
Parent material:Loamy alluvium over sandy and gravelly alluvium
Typical profile
Ap - 0 to 12 inches: loam
Bw - 12 to 30 inches: loam
2Cg - 30 to 80 inches: extremely 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:Somewhat poorly drained
Runoff class: Low
Capacity of the most limiting layer to transmit water (Ksat):Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table:About 12 to 30 inches
Frequency of flooding:NoneOccasional
Frequency of ponding:None
Available water supply, 0 to 60 inches: Low (about 5.0 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3w
Hydrologic Soil Group: B/D
Ecological site: F130BY011WV - Hydric Floodplains
Hydric soil rating: No
Minor Components
Ela, undrained
Percent of map unit:5 percent
Landform:Depressions on flood plains
Down-slope shape:Concave, linear
Custom Soil Resource Report
10
Across-slope shape:Concave
Hydric soil rating: Yes
RdA—Reddies sandy loam, 0 to 3 percent slopes, occasionally flooded
Map Unit Setting
National map unit symbol: 1t3xp
Elevation: 1,270 to 2,960 feet
Mean annual precipitation: 60 to 68 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
Reddies, occasionally flooded, and similar soils:80 percent
Minor components:5 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Reddies, Occasionally Flooded
Setting
Landform:Flood plains
Landform position (three-dimensional):Mountainbase
Down-slope shape:Linear
Across-slope shape:Linear
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
2C - 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:Occasional
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: F130BY012WV - Non-Hydric Floodplains
Hydric soil rating: No
Custom Soil Resource Report
11
Minor Components
Ela, undrained
Percent of map unit:5 percent
Landform:Depressions on flood plains
Landform position (three-dimensional):Mountainbase
Down-slope shape:Linear, concave
Across-slope shape:Concave
Hydric soil rating: Yes
Custom Soil Resource Report
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.nrcs.usda.gov/wps/portal/
nrcs/detail/national/soils/?cid=nrcs142p2_054262
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.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053577
Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http://
www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_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.nrcs.usda.gov/wps/portal/nrcs/detail/soils/
home/?cid=nrcs142p2_053374
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/
detail/national/landuse/rangepasture/?cid=stelprdb1043084
13
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/
nrcs/detail/soils/scientists/?cid=nrcs142p2_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.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?
cid=nrcs142p2_053624
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210. http://
www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf
Custom Soil Resource Report
14
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MCCULLEY LAURA
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SCALE (34"X22"):
SCALE (17"X11"):
1" = 150'
1" = 300'
SCALE IN FEET
0 300'150'
BUNCOMBE COUNTY EWP - SITE ID: GAVIN MCCULLY - 37-11-21-5042-303
SANDY MUSH CREEK - MCCULLY
BUNCOMBE COUNTY , NORTH CAROLINA
LAT: 35.6913669, LONG: -82.7666413
PROJECT DIRECTORY
PROJECT SPONSOR
BUNCOMBE COUNTY
SOIL & WATER CONSERVATION
ANTHONY DOWDLE
NCACSP SOIL CONSERVATIONIST
[e-mail]
DESIGN TEAM
ENGINEER
JENNINGS ENVIRONMENTAL PLLC
GREG JENNINGS, PHD, PE
PRESIDENT
[e-mail]
CONSTRUCTION
CONTRACTOR
TO BE DETERMINED
PROPERTY OWNER(S)
PIN OWNER
8782371662 GRAYCE MOUNTAIN RANCH LLC
8782263198 MCCULLEY GAVIN;MCCULLEY LAURA
8782184309 ROBINSON JAMES R;ROBINSON BETTY
PERMIT DRAWING
NOT FOR CONSTRUCTION
October 17, 2023
NRCS DESIGN CERTIFICATION:
"TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE
PLANS MEET APPLICABLE NRCS STANDARDS AND PERMITTING REQUIREMENTS."
GREG JENNINGS, PHD, PE
PRESIDENT, JENNINGS ENVIRONMENTAL PLLC
PROJECT
SITE
----------------
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10/17/2023
1.1
SHEET INDEX
COVER SHEET 1.1
GENERAL PROJECT NOTES AND SPECIFICATIONS 1.2
STREAM RESTORATION - PLAN 2.1
TYPICAL SECTIONS 3.1 - 3.2
STREAM RESTORATION PRACTICE DETAILS 4.1 - 4.2
EROSION & SEDIMENTATION CONTROL (ESC)5.1 - 5.3
RE-VEGETATION NOTES AND SCHEDULES 6.1
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SCALE (34"X22"):
SCALE (17"X11"):
NTS
NTS
NOT TO SCALE
NRCS PRACTICE CODES
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1.2
1.DEFINITIONS:
1.1.CONSTRUCTION DOCUMENTS: THE CONTRACT AND APPLICABLE DRAWINGS, DETAILS, SPECIFICATIONS,
PERMIT(S), AND/OR ANY OTHER DOCUMENTS (MEETING MINUTES, PUNCH LISTS, BID TABS, ETC.) FOR
COMPLETE INFORMATION ABOUT THE REQUIRED WORK. ANY ONE OF THESE PARTS MAY NOT CONTAIN
ALL OF THE INFORMATION REQUIRED TO COMPLETE THE PROJECT WORK.
1.2.ENGINEER: JENNINGS ENVIRONMENTAL PLLC
2.THE WORK ON THIS PROJECT SHALL ADHERE TO THE FOLLOWING SPECIFICATIONS, STANDARDS AND/OR
REGULATIONS:
2.1.NC DEMLR'S "EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL" (2013)
2.2.NC DEMLR'S CONSTRUCTION GENERAL PERMIT NUMBER NCG01000
2.3.GENERAL, REGIONAL AND SPECIAL CONDITIONS OF USACE'S 404 NATIONWIDE PERMIT NUMBER 27
2.4.GENERAL AND SPECIAL CONDITIONS OF NCDWR'S 401 WATER QUALITY CERTIFICATION 4134
2.5.THE CONSTRUCTION DOCUMENTS
3.ALL EXISTING UTILITIES MAY NOT BE SHOWN. SOME LOCATIONS MAY BE APPROXIMATE. CONTRACTOR SHALL
NOTIFY 'NC811' (811) OR (1-800-632-4949) AT LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING
CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY
LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF 'NC811'. REPORT ANY
DISCREPANCIES TO THE ENGINEER IMMEDIATELY. ANY UTILITIES SHOWN ON THE CONSTRUCTION
DOCUMENTS ARE FOR INFORMATIONAL PURPOSES ONLY AND IN NO WAY RELIEVES THE CONTRACTOR FROM
COORDINATING, VERIFYING AND PROTECTING EXISTING UTILITIES.
4.ALL UTILITIES SHALL BE PROTECTED AND REMAIN ACTIVE UNLESS OTHERWISE NOTED. CONTRACTOR IS
RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH THE APPROPRIATE UTILITY COMPANIES
FOR ANY REQUIRED RELOCATIONS (I.E. POLES, METERS, FITTINGS, ETC.).
5.THE CONTRACTOR IS RESPONSIBLE FOR THE PROJECT AREA UNTIL COMPLETION AND FINAL ACCEPTANCE BY
THE ENGINEER AND PROJECT OWNER. THE CONTRACTOR SHALL CONFINE ALL ACTIVITIES, INCLUDING
EQUIPMENT STORAGE, TO THE LIMITS OF DISTURBANCE, STAGING AREAS, AND DESIGNATED CONSTRUCTION
ACCESS POINTS.
6.THE MANNER IN WHICH THE CONTRACTOR DEALS WITH PEOPLE AND THEIR PROPERTIES WHILE PERFORMING
THIS WORK IS EXTREMELY IMPORTANT. THEREFORE, THE CONTRACTOR AND THE CONTRACTOR'S
REPRESENTATIVES SHALL MANIFEST A SPIRIT OF FRIENDLINESS AND COOPERATION WHEN DEALING WITH
PROPERTY OWNERS AND THE GENERAL PUBLIC WHILE PERFORMING WORK ON THE SITE.
7.EXTREME CARE AND DILIGENCE SHALL BE EXERCISED BY THE CONTRACTOR TO ASSURE THE SAFETY OF
PERSONS, ANIMALS, AND PROPERTY. IF AT ANY TIME THE OWNER OR ENGINEER DETERMINES THAT THE
CONTRACTOR'S METHODS OR EQUIPMENT ARE INADEQUATE FOR SECURING THE SAFETY OF THE
CONTRACTOR'S EMPLOYEES OR THE PUBLIC, THE DESIGNATED REPRESENTATIVE MAY DIRECT THE
CONTRACTOR TO TAKE SPECIFIC ACTIONS TO ENSURE SAFETY. THE CONTRACTOR SHALL IMPROVE METHODS
AS DEEMED APPROPRIATE BY THE DESIGNATED REPRESENTATIVE WITHOUT ADDITIONAL COST TO THE
PROJECT OWNER, SO AS TO ASSURE COMPLIANCE WITH SAFETY CONCERNS. FAILURE OF THE DESIGNATED
REPRESENTATIVE TO MAKE THIS DEMAND SHALL NOT RELIEVE THE CONTRACTOR OF ANY OBLIGATION TO
ENSURE THE SAFE CONDUCT OF ITS WORK.
8.THE CONTRACTOR SHALL MAINTAIN ALL LIGHTS, GUARDS, SIGNS, TEMPORARY PASSAGES, OR OTHER
PRECAUTIONS NECESSARY FOR THE SAFETY OF ALL PERSONS. THE CONTRACTOR SHALL ABIDE BY ALL SAFETY
RULES AND CONSTRUCTION CONDITIONS REQUIRED BY GOVERNMENTAL AUTHORITIES AND OTHER ENTITIES,
INCLUDING RAILROADS, SO THE PUBLIC IS SAFEGUARDED FROM ACCIDENTS AND DELAYS. GUARDS AND
FLAGS REQUIRED BY GOVERNMENTAL OR RAILROAD AUTHORITIES SHALL BE PROVIDED AT THE
CONTRACTOR'S EXPENSE, UNLESS DIRECTED OTHERWISE BY THE DESIGNATED REPRESENTATIVE.
CONTRACTOR SHALL AT NO TIME COMPROMISE EITHER SAFETY OR ENVIRONMENTAL REQUIREMENTS.
9.THE CONTRACTOR SHALL ONLY USE ACCESS PATHS AND STAGING AREAS SHOWN ON THE DRAWINGS. ANY
ALTERNATE ACCESS PLANNED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER AND PROJECT
OWNER PRIOR TO USE.
10.NO NON-PERMITTED FILL IN WETLANDS MAY OCCUR. ALL EXCESS SOILS FROM STABILIZATION AND GRADING
WORK SHALL BE PLACED IN DESIGNATED AREAS ON THE SITE.
11.SITE SHOULD BE “STORM READY” AT THE END OF EACH WORK DAY AND WORK WEEK.
TOPOGRAPHIC NOTES AND SPECIFICATIONS
12.HORIZONTAL DATUM IS NAD83(2011) & VERTICAL DATUM IS NAVD88. ALL COORDINATES ARE BASED ON
NAD83(2011) AND ALL ELEVATIONS ARE BASED ON NAVD88.
13.THE DESIGN ELEVATIONS AND GRADES SHOWN IN THE DRAWINGS ARE BASED ON NORTH CAROLINA SPATIAL
DATA DOWNLOAD LIDAR DIGITAL ELEVATION MODELS (DEM) FROM WHICH ALL COMPUTATIONS OF CUT
AND FILL ARE BASED. DISCREPANCIES BETWEEN THE SURVEYED EXITING GROUND SURFACE AND FIELD
CONDITIONS AT THE TIME OF CONSTRUCTION CAN RESULT IN VARIATIONS OF TOTAL EXCAVATED
QUANTITIES. THESE VARIATIONS SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION.
STREAM RESTORATION NOTES AND SPECIFICATIONS
14.FIELD CONDITIONS MAY REQUIRE ADAPTATION OF THE DESIGN AND/OR DETAILS PROVIDED IN THE
DRAWINGS. MINOR VARIATION(S) OR ADAPTATION(S) OF THE PROPOSED WORK SHOWN IN THE DRAWINGS
AND DETAILS ARE CONSIDERED INCIDENTAL TO THE WORK. THE ENGINEER WILL WORK WITH THE
CONTRACTOR TO ADDRESS ANY FIELD CHANGES.
15.THE CONTRACTOR SHALL MARK THE LOCATIONS OF BANK STABILIZATION STRUCTURES USING SURVEY GRADE
GPS EQUIPMENT FOR REVIEW BY THE ENGINEER BEFORE BEGINNING EXCAVATION AND GRADING.
16.CONTRACTOR SHALL MINIMIZE, TO THE MAXIMUM EXTENT POSSIBLE, IMPACTS TO ADJACENT SIGNIFICANT
TREES.
17.CONTRACTOR SHALL USE AN EXCAVATOR WITH A HYDRAULIC THUMB TO INSTALL BANK STABILIZATION
STRUCTURES.
18.DESIGN ELEVATIONS SHALL BE CONSTRUCTED WITHIN 0.1' (VERTICAL). WIDTHS AND DEPTHS MUST FALL
WITHIN RANGES SHOWN IN THE DRAWINGS AND DETAILS.
19.IF THE EXISTING GROUND IS LESS THAN 0.2' HIGHER THAN THE PROPOSED BANKFULL ELEVATION, IT IS NOT
NECESSARY TO EXCAVATE TO THE PROPOSED ELEVATIONS AND GRADES IN THE CONSTRUCTION
DOCUMENTS.
20.BANK STABILIZATION STRUCTURES SHALL BE INSTALLED AS SHOWN IN THE DRAWINGS AND DETAILS. ALL
STRUCTURES SHALL BE FINISHED TO A SMOOTH SURFACE IN ACCORDANCE WITH THE LINES, GRADES AND
ELEVATIONS SHOWN IN THE DRAWINGS AND DETAILS. THE FINISHED STRUCTURE SLOPES AND GRADES SHALL
BE WITHIN 0.1' OF DESIGN ELEVATIONS.
21.THE GRADED RIVER BANKS SHALL BE STABILIZED AS SOON AS POSSIBLE BY TEMPORARY AND PERMANENT
SEEDING, ADDING STRAW MULCH TO BARE SOIL AND INSTALLING EROSION CONTROL MATTING AS SHOWN
IN THE DRAWINGS AND DETAILS. PRIOR TO INSTALLING THE EROSION CONTROL MATTING, PREPARE THE SOIL
SURFACE BY LOOSENING 3 - 6” OF SOIL OR APPLYING 3 - 6” OF TOPSOIL TO THE DESIGN ELEVATIONS AND
APPLY TEMPORARY AND PERMANENT SEED AND THEN STRAW MULCH. SEED SHALL BE BROADCAST EVENLY
OVER THE AREA USING A BROADCAST SPREADER PRIOR TO COVERING WITH THE EROSION CONTROL
MATTING. THE MATTING SHALL BE ROLLED OUT IN THE DIRECTION OF ANTICIPATED RUNOFF. INSTALL
MATTING IN ACCORDANCE WITH THE DETAIL INCLUDED IN THE DRAWINGS. MATTING USED FOR
STREAMBANK STABILIZATION MUST BE CERTIFIED WEED-FREE STRAW OR OTHER NATURAL WEED-FREE /
NON-PROPAGATING VEGETATIVE MATERIALS. REWORKING OF AREAS THAT DO NOT ESTABLISH VEGETATION
OR BECOME UNSTABLE SHALL BE NECESSARY IN THE MATTING SEPARATES FROM THE SOIL.
22.TOPSOIL SHALL BE REMOVED FROM EXCAVATION AND FILL AREAS PRIOR TO EXCAVATION AND GRADING
AND RE-APPLIED TO AREAS AFTER ROUGH GRADING IS COMPLETE. 2 - 4” OF TOPSOIL SHALL BE PLACED ON
DISTURBED AREAS TO THE ELEVATIONS AND GRADES INCLUDED IN THE DRAWINGS. EROSION AND
SEDIMENTATION CONTROL NOTES AND SPECIFICATIONS.
23.ALL CONSTRUCTION ACTIVITIES SHALL ADHERE TO THE CONDITIONS AND REQUIREMENTS OF NCDEMLR'S
NG01 CONSTRUCTION GENERAL PERMIT.
24.ALL TREES, UTILITIES AND OTHER SITE FEATURES SHALL BE PROTECTED UNLESS MARKED FOR REMOVAL OR
RELOCATION.
25.ALL WETLANDS AND STREAMS LOCATED WITHIN 50 FEET OF THE CONSTRUCTION AREA ON THE PROJECT SITE
SHALL BE CLEARLY MARKED (EXAMPLE- ORANGE FABRIC FENCING) PRIOR TO ANY LAND DISTURBING
ACTIVITIES AND MUST BE MAINTAINED ON THE PROPERTY UNTIL THE PROJECT PHASE IS COMPLETED [15A
NCAC 02H .0506 (B)(2)].
26.THE CONTRACTOR SHALL USED A STANDARD CONSTRUCTION ENTRANCE AT ALL SITE ACCESS POINTS TO
PREVENT SEDIMENT FROM BEING TRACKED ONTO PUBLIC ROADS.
27.THE CONTRACTOR SHALL USED TEMPORARY SILT FENCE ALONG THE DOWNSLOPE SIDE OF ALL STAGING
AREAS AND TEMPORARY STOCK PILE AREAS.
28.THE TURBIDITY IN THE RECEIVING WATERS SHALL NOT EXCEED 50 NEPHELOMETRIC TURBIDITY UNITS (NTU)
IN STREAMS NOT DESIGNATED AS TROUT WATERS AND 10 NTU IN STREAMS, LAKES, OR RESERVOIRS
DESIGNATED AS TROUT WATERS, AS DESCRIBED IN 15A NCAC 02B .0200. APPROPRIATE SEDIMENT AND
EROSION CONTROL PRACTICES MUST BE USED TO MEET THIS STANDARD. [15A NCAC 02B .0211 (21)].
29.EQUIPMENT SHALL BE WELL-MAINTAINED, CLEANED PRIOR TO MOBILIZATION, AND CHECKED DAILY FOR
LEAKS OF PETROLEUM PRODUCTS. FUELING, LUBRICATION AND GENERAL EQUIPMENT MAINTENANCE
SHOULD NOT TAKE PLACE WITHIN 50 FEET OF A WATERBODY OR WETLANDS TO PREVENT CONTAMINATION
BY FUEL AND OILS. [15A NCAC 02H .0506 (B)(3) AND 15A NCAC 02B.0211(12)].
30.CONSTRUCTION SHALL BE TIMED TO OCCUR DURING TIMES OF LOW FLOW.
31.THE DESIGNER OR HIS DESIGNEE SHALL SUPERVISE THE INSTALLATION OF IN-STREAM STRUCTURES. [15A
NCAC 02H .0506(B)(1) AND (2)].
32.A TEMPORARY DIVERSION AND/OR PUMP AROUND SYSTEM SHALL BE USED TO DURING ALL STREAM
RESTORATION AND STABILIZATION WORK AS SHOWN IN THE DETAILS. TEMPORARY PUMP AROUND SYSTEM
SHALL BE USED AT PROJECT SITES WHERE THE WATERSHED SIZE IS LESS THAN 2 SQUARE MILES.
33.THE STREAM BANKS, IN-STREAM STRUCTURES, AND WORK AREA MUST BE STABILIZED AT THE END OF EACH
DAY BEFORE THE TEMPORARY IN-STREAM DIVERSIONS AND/OR PUMP AROUND SYSTEM(S) ARE REMOVED
AND FLOW IS RETURNED THE FULL CHANNEL.
34.EROSION CONTROL MATTING THAT INCORPORATES PLASTIC MESH AND/OR PLASTIC TWINE SHALL NOT BE
USED ALONG STREAMBANKS OR WITHIN WETLANDS. DISTURBED AREAS SHOULD BE SEEDED, MULCHED,
AND/OR MATTED AS SOON AS POSSIBLE, PREFERABLY AT THE END OF EACH WORKDAY. [15A NCAC 02B
.0201]
35.IF BORROW OR WASTE MATERIAL IS REQUIRED OR GENERATED DURING GRADING OPERATIONS, AN
APPROVED EROSION AND SEDIMENT CONTROL PERMIT MUST BE SECURED FOR THE BORROW OR WASTE
MATERIAL SITE PRIOR TO INITIATION OF ANY LAND DISTURBING ACTIVITY. [15A NCAC 04B .0110].
QUANTITIES AND MATERIALS NOTES AND SPECIFICATIONS
36.THE CONTRACTOR SHALL FURNISH ALL MATERIALS NECESSARY TO COMPLETE THE PROPOSED WORK UNLESS
OTHER PROVISIONS HAVE BEEN AGREED UPON PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL DELIVER
ALL MATERIALS TO THE DESIGNATED ACCESS POINTS AND STAGING AREAS. MATERIAL QUANTITIES,
DIMENSIONS AND SIZES SHALL CONFORM TO THE NOTES AND SPECIFICATIONS PROVIDED IN THE
CONSTRUCTION DOCUMENTS. THE ENGINEER MAY INSPECT AND APPROVE ALL MATERIALS PRIOR TO
CONSTRUCTION. IF MATERIALS DO NOT MEET THE MINIMUM REQUIREMENTS SPECIFIED IN THE
CONSTRUCTION DOCUMENTS, THE ENGINEER SHALL REJECT THE MATERIALS.
37.COSTS INCURRED DUE TO PROJECT DELAYS RESULTING FROM FAILURE OF THE CONTRACTOR TO MEET THE
REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS SHALL BE THE EXPENSE OF THE CONTRACTOR.
QUANTITIES LISTED ARE ESTIMATES ONLY AND SHALL BE CONFIRMED BY THE CONTRACTOR.
38.THE EROSION CONTROL MEASURES DEPICTED ON THE DRAWINGS SHALL BE INSTALLED AS NEEDED TO KEEP
ALL SEDIMENT ON SITE AND OUT OF STREAMS AND WETLANDS. ADDITIONAL EROSION CONTROL MEASURES
(ABOVE THOSE SHOWN ON THE DRAWINGS) MAY BE REQUIRED IN ORDER TO KEEP ALL SEDIMENT ON SITE
AND OUT OF STREAMS AND WETLANDS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE PROJECT
OWNER AND ENGINEER PRIOR TO INSTALLATION OF ADDITIONAL EROSION CONTROL MEASURES.
39.ANY ADDITIONAL GRADING OTHER THAN WHAT IS SHOWN ON THE PLANS SHALL REQUIRE PRIOR APPROVAL
FROM THE PROJECT OWNER AND ENGINEER.
40.THE USE OF ANY BRAND NAMES/MANUFACTURERS OR MODELS IS INTENDED SOLELY TO DENOTE THE
QUALITY STANDARD OF THE DESIRED PRODUCT. ANY USE OF BRAND NAMES IS NOT INTENDED TO RESTRICT
BIDDERS TO A SPECIFIC BRAND, MAKE, MANUFACTURER, OR NAME. THE BRAND NAMES / MANUFACTURERS
OF MODELS ARE INTENDED TO CONVEY THE GENERAL STYLE, TYPE, CHARACTER, AND QUALITY OF PRODUCT.
EQUIVALENT PRODUCTS WILL BE ACCEPTABLE IF THE PROJECT OWNER OR ENGINEER HAS GIVEN APPROVAL
OF THE SPECIFIC PRODUCT IN WRITING.
41.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROVIDING STORAGE AREAS FOR
CONSTRUCTION MATERIALS AND EQUIPMENT. THE MATERIAL AND EQUIPMENT STORAGE SHALL COMPLY
WITH THE CONSTRUCTION DOCUMENTS AND ALL LOCAL, STATE AND FEDERAL REGULATIONS THROUGHOUT
THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL RESTORE THE STORAGE AREA TO ITS ORIGINAL (OR
BETTER) CONDITION UPON COMPLETION OF THE PROJECT OR UPON SUCH TIME AS DIRECTED BY THE
PROJECT OWNER AND ENGINEER. SUCH RESTORATION SHALL BE AT NO ADDITIONAL COST TO THE PROJECT
OWNER.
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
10
0
Y
R
100
Y
R
100Y
R
10
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R
100YR
100
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10
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100YR100YR
100YR
100YR
100YR
10
0
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R
10
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100YR
100YR
10
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100YR
100YR
100
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100YR
100YR
10
0
Y
R
10
0
Y
R
100
Y
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100Y
R
100Y
R
100Y
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100YR
100Y
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100Y
R
100YR
10
0
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10
0
Y
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100
Y
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100Y
R
100
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R
100
Y
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100
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10
0
Y
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100
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10
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Y
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1
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100
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SAND
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GRAYCE MOUNTAIN
RANCH LLC
8782371662
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
CO
M
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CO
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CO
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CO
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MCCULLEY GAVIN;
MCCULLEY LAURA
8782263198
ROBINSON JAMES R;
ROBINSON BETTY
8782184309
0+
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8040
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1" = 40'
1" = 80'
SCALE (34"X22"):
SCALE (17"X11"):
SCALE IN FEET
0
NOTES:
- REMOVE STORM DEBRIS (BRUSH, ETC.) AT
BRIDGE AND ALONG REACH.
- SUPPLEMENT EX. ROCK MATERIAL PLACED
UP- AND DOWNSTREAM OF THE BRIDGE.
ROCK MATERIAL MAY BE RE-USED FOR 580
- STREAMBANK STABILIZATION, AT THE
DIRECTION OF THE ENGINEER.
-DEBRIS SHALL BE DISPOSED ON HIGH
GROUND OUTSIDE OF THE FEMA 100-YR
FLOODPLAIN.
-ONSITE DEBRIS DISPOSAL SHALL BE
LOCATED IN AN AREA OUTSIDE THE
100-YEAR FLOODPLAIN WITH LOCATION
PROVIDED BY LANDOWNER AND
APPROVED BY PROJECT ENGINEER.
-RESTORE ACCESS PATHS AND STORAGE
AREA(S) TO ORIGINAL CONDITION UPON
COMPLETION OF THE PROJECT OR UPON
SUCH TIME AS DIRECTED BY THE PROJECT
OWNER AND ENGINEER.
-DISTURBANCE OF TREES AND/OR WOODY
VEGETATION SHALL BE KEPT TO THE
MINIMUM EXTENT PRACTICABLE TO
COMPLETE WORK.
EX. BRIDGE
(TO REMAIN)
580 - STREAMBANK STABILIZATION, 300 LF
326 - CLEARING & SNAGGING, 140 LF
(STORM DEBRIS: WOODY MATERIAL)
PLAN VIEW LEGEND
580 - STREAMBANK
STABILIZATION
SEE DETAIL, SHEET 4.2
326 - CLEARING &
SNAGGING
SEE DETAIL, SHEET 4.1
EXISTING STREAM
CENTERLINE
PROPERTY LINE
EX. CONTOUR (1 FT)
FLOW DIRECTION
A
A'
----------------
----------------
----------------
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7 SAMUEL ASHE DRIVE
ASHEVILLE, NC 28805
SHEET NUMBER
DATE:
DR
A
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B
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10/17/2023
2.1
EX. BRIDGE
(COMPROMISED)
FEMA FLOODWAYFWAY
FEMA 100 YR
FLODPLAIN
100YR
FEMA 500 YR
FLOODPLAIN
500YR
EX. CHANNEL
CROSSING
TypSect - SCALE: HOR 1" =30'; VERT 1"= 15'
2055
2060
2065
2070
2055
2060
2065
2070
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+45
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SCALE (34"X22"):
SCALE (17"X11"):
NTS
NTS
NOT TO SCALE
TYPICAL SECTION CHANNEL SECTION SPECIFICATIONS
SECTION A - A'
MAINTAIN CHANNEL
DIMENSION & CAPACITY
BANKFULL STAGE
CHANNEL
SECTION
DESIGN CENTERLINE
ALIGNMENT
62.7' ±
d = 2.9'±
----------------
----------------
----------------
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7 SAMUEL ASHE DRIVE
ASHEVILLE, NC 28805
SHEET NUMBER
DATE:
DR
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E
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XX
XX
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10/17/2023
3.1
AVERAGED CHANNEL DATA: FROM LIDAR AND REGIONAL CURVE DATA
BANKFULL WIDTH (FT): 62.7
BANKFULL FLOW AREA (FT2): 186.4
BANKFULL HYDRAULIC RADIUS (FT): 2.7
MANNINGS N VALUE: 0.035
CHANNEL SLOPE (FT/FT): 0.006
CALCULATED AVERAGE CHANNEL CAPACITY (IMPERIAL UNITS):
Q = (1.49 / N)*AREA*(HYD. RADIUS)^(2 / 3) * (SLOPE)^(1 / 2)
Q (FT3/S) = 1196
1.INSTALL STREAMBANK STABILIZATION PRACTICES AS SHOWN ON THE
DRAWINGS AND DETAILS. CONTRACTOR SHALL NOT INCREASE CAPACITY
OF THE CHANNEL BEYOND THE PRE-DISASTER CAPACITY AS
DOCUMENTED.
2.FINISHED SURFACE OF STREAMBANKS AND STABILIZATION PRACTICES
SHALL MATCH PRE-DISASTER CHANNEL DIMENSION AND CAPACITY.
ELEVATIONS AND DEPTHS SHALL BE CONSTRUCTED TO WITHIN 0.1'
(VERTICAL). CHANNEL WIDTHS AND OTHER HORIZONTAL (X,Y)
DIMENSIONS SHALL BE WITHIN 0.2'.
APPROX. PR GRADE
Alignment - (1) STA 0+00 VE: 2
2055
2060
2065
2070
2075
2080
2055
2060
2065
2070
2075
2080
0 20 40 60 80 1000-20-40-60-80-100
Alignment - (1) STA 1+00 VE: 2
2055
2060
2065
2070
2075
2055
2060
2065
2070
2075
0 20 40 60 80 1000-20-40-60-80-100
Alignment - (1) STA 2+00 VE: 2
2055
2060
2065
2070
2075
2055
2060
2065
2070
2075
0 20 40 60 80 1000-20-40-60-80-100
Alignment - (1) STA 3+00 VE: 2
2055
2060
2065
2070
2075
2055
2060
2065
2070
2075
0 20 40 60 80 1000-20-40-60-80-100
Alignment - (1) STA 4+00 VE: 2
2055
2060
2065
2070
2075
2055
2060
2065
2070
2075
0 20 40 60 80 1000-20-40-60-80-100
Alignment - (1) STA 5+00 VE: 2
2055
2060
2065
2070
2075
2055
2060
2065
2070
2075
0 20 40 60 80 1000-20-40-60-80-100
Alignment - (1) STA 6+00 VE: 2
2050
2055
2060
2065
2070
2075
2050
2055
2060
2065
2070
2075
0 20 40 60 80 1000-20-40-60-80-100
Alignment - (1) STA 7+00 VE: 2
2050
2055
2060
2065
2070
2075
2050
2055
2060
2065
2070
2075
0 20 40 60 80 1000-20-40-60-80-100
Alignment - (1) STA 8+00 VE: 2
2050
2055
2060
2065
2070
2075
2050
2055
2060
2065
2070
2075
0 20 40 60 80 1000-20-40-60-80-100
Alignment - (1) STA 9+00 VE: 2
2050
2055
2060
2065
2070
2075
2080
2085
2090
2050
2055
2060
2065
2070
2075
2080
2085
2090
0 20 40 60 80 1000-20-40-60-80-100
Alignment - (1) STA 10+00 VE: 2
2050
2055
2060
2065
2070
2075
2080
2085
2090
2095
2100
2050
2055
2060
2065
2070
2075
2080
2085
2090
2095
2100
0 20 40 60 80 1000-20-40-60-80-100
Alignment - (1) STA 11+00 VE: 2
2050
2055
2060
2065
2070
2050
2055
2060
2065
2070
0 20 40 60 80 1000-20-40-60-80-100
Alignment - (1) STA 11+89 VE: 2
2050
2055
2060
2065
2070
2050
2055
2060
2065
2070
0 20 40 60 80 1000-20-40-60-80-100
6030
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2
0
2
3

1
0
:
0
2
:
0
5

A
M
1" = 30'
1" = 60'
SCALE (34"X22"):
SCALE (17"X11"):
SCALE IN FEET
0
----------------
----------------
----------------
AP
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7 SAMUEL ASHE DRIVE
ASHEVILLE, NC 28805
SHEET NUMBER
DATE:
DR
A
W
N

B
Y
:
CH
E
C
K
E
D

B
Y
:
AP
P
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O
V
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D

B
Y
:
XX
XX
CM
P
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I
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D
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A
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I
N
G
SE
C
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O
N

V
I
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W
S
NO
T

F
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C
O
N
S
T
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I
O
N
BU
N
C
O
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B
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C
O
U
N
T
Y

E
W
P
SA
N
D
Y

M
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S
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C
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K
-

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BU
N
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B
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,
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A
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10/17/2023
3.2
NOTE: BANK REVETMENTS WILL BE OUTSIDE THE CHANNEL CROSS SECTION.
TYPICAL STORM DEPOSITED DEBRIS
NOT TO SCALE
TYPICAL CLEARED CHANNEL
CONSTRUCTION NOTES (STORM DEBRIS REMOVAL):
NOT TO SCALE
PRE-EXISTING CHANNEL BED
BANKFULL
WATERLINE
PRE-EXISTING CHANNEL BED
BANKFULL
WATERLINE
STORM DEBRIS
DEPOSIT
VARIABLE CHANNEL TOP WIDTHMIN. 5.0'MIN. 5.0'
DEBRIS REMOVAL AREADEBRIS DISPOSAL
(VARIES)
DEBRIS DISPOSAL
(VARIES)
VARIABLE CHANNEL TOP WIDTHMIN. 5.0'MIN. 5.0'
DEBRIS REMOVAL AREADEBRIS DISPOSAL
(VARIES)
DEBRIS DISPOSAL
(VARIES)
VARIES
VARIES
1.PLAN AND DESIGN ACTIVITIES TO COMPLY WITH ALL
FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS.
NO WORK SHALL PROCEED WITHOUT PROPER
NOTIFICATIONS, DOCUMENTATION, AND PERMITS AS
REQUIRED BY REGULATING AGENCIES. PLAN MUST
ACCOUNT FOR ALL TYPES OF DEBRIS/GARBAGE
EXPECTED TO BE ENCOUNTERED DURING OPERATIONS.
2.CONTRACTOR SHALL NOT INCREASE CAPACITY OF THE
CHANNEL BEYOND THE PRE-DISASTER CAPACITY AS
DOCUMENTED. UPROOTED STUMPS MAY BE PULLED
FROM THE GROUND (MP EXCAVATION), BUT SHALL
INCLUDE NO MORE THAN MINIMAL AMOUNTS OF SOIL
ATTACHED TO ROOTS. THE DEBRIS REMOVAL WILL BE
RESTRICTED TO THAT ASSOCIATED WITH IDENTIFIED
STORM EVENTS ONLY.
3.DEBRIS SHALL BE DISPOSED ON HIGH GROUND OUTSIDE
OF THE FEMA 100-YR FLOODPLAIN. ANY DEBRIS
REMOVAL, BURNING, AND DISPOSAL OF MAN-MADE
DEBRIS/GARBAGE SHALL ADHERE TO ANY LOCAL OR
STATE REGULATIONS. OFF-SITE DISPOSAL OF DEBRIS
MAY BE REQUIRED; CHECK WITH REGULATORY &
PERMITTING AGENCIES.
4.DEBRIS THAT IS NOT OBSTRUCTING FLOW MAY BE LEFT
FOR HABITAT DEVELOPMENT AND/OR IMPROVEMENT
PER GUIDANCE FROM THE ENGINEER OR SPONSOR.
5.HAZARD LEANING TREES (GREATER THAN 45-DEGREES
SHALL BE CUT AT THE STUMP AND REMOVED. EXISTING
ROOT STRUCTURE AND STUMPS FIRMLY WITHIN THE
SOIL SHOULD REMAIN TO HELP STABILIZE THE SOIL AND
FACILITATE RESPROUTING OF WOODY VEGETATION.
6.EQUIPMENT USED WILL GENERALLY INCLUDE
HYDRAULIC EXCAVATORS EQUIPPED WITH MECHANICAL
THUMB OR GRAPPLE ATTACHMENT, LOADERS, WINCHES
MOUNTED ON TRACKED OR RUBBER-TIRE EQUIPMENT,
PORTABLE WINCHES, AND CHAIN SAWS.
7.HEAVY EQUIPMENT WORKING IN WETLANDS MUST BE
PLACED ON MATS, OR OTHER MEASURES MUST BE
TAKEN TO MINIMIZE SOIL DISTURBANCE.
8.EQUIPMENT SHALL OPERATE ADJACENT TO THE STREAM
AND NOT WITHIN THE STREAM UNLESS PRIOR APPROVAL
IS GRANTED. MECHANIZED LAND CLEARING WILL NOT
OCCUR WITHIN WETLANDS AT ANY TIME.
9.NO ACTIVITY MAY CAUSE MORE THAN MINIMAL ADVERSE
IMPACT ON NAVIGATION.
10.IN THE EVENT OF A SPILL OF PETROLEUM PRODUCTS OR
ANY OTHER HAZARDOUS WASTE, THE CONTRACTOR
SHALL REPORT IT TO 1) THE CONTRACTING OFFICER,
AND 2) THE NC DIVISION OF WATER QUALITY AT
919-807-6308. IF AN OIL SPILL REACHES SURFACE
WATER, BOTH NORTH CAROLINA AND THE NATIONAL
RESPONSE CENTER (800-424-8802) MUST BE
CONTACTED. PROVISIONS OF THE NORTH CAROLINA OIL
POLLUTION AND HAZARDOUS SUBSTANCES CONTROL
ACT WILL BE FOLLOWED.
G:
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0
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3

A
M
NOT TO SCALE
SCALE (34"X22"):
SCALE (17"X11"):
NTS
NTS
----------------
----------------
----------------
AP
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7 SAMUEL ASHE DRIVE
ASHEVILLE, NC 28805
SHEET NUMBER
DATE:
DR
A
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B
Y
:
CH
E
C
K
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D

B
Y
:
AP
P
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B
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:
XX
XX
CM
P
PE
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D
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M
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-

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NO
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10/17/2023
4.1
G:
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2
3

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0
:
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2
:
1
4

A
M
NOT TO SCALE
SCALE (34"X22"):
SCALE (17"X11"):
NTS
NTS
STREAMBANK STABILIZATION - STRUCTURAL
NOTES AND SPECIFICATIONS
1.ALL STREAMBANK STABILIZATION - STRUCTURAL WORK SHALL TAKE PLACE DURING DRY
WORKING CONDITIONS. THE CONTRACTOR SHALL MINIMIZE THE EXPORT OF SEDIMENT TO
ADJACENT SURFACE WATERS TO THE MAXIMUM EXTENT PRACTICABLE BY USING ADDITIONAL
EROSION AND SEDIMENTATION CONTROL MEASURES AS NEEDED OR AS DIRECTED BY THE
ENGINEER ONSITE.
2.FOR IMPLEMENTATION, THE CONTRACTOR SHALL PREPARE THE EXISTING STREAMBANK AND
INSTALL 8 OZ. NON-WOVEN FILTER FABRIC, AS NEEDED. STABILIZATION MATERIAL SHALL BE
PLACED ON THE PREPARED SLOPE TO A MINIMUM DEPTH OF 2.0 FEET. LARGER MATERIAL IS
TO BE PLACED IN A TOE TRENCH AT THE EXISTING TOE OF SLOPE.
3.ROCK MATERIAL USED FOR STRUCTURAL STREAMBANK STABILIZATION SHALL CONSIST OF
100% NCDOT CLASS 2 RIPRAP. ALL MATERIALS ARE TO BE APPROVED BY THE ENGINEER.
RIPRAP SHALL BE INSTALLED IN LIFTS NOT TO EXCEED 2.0'. EACH LIFT SHALL BE COMPACTED
WITH THE EXCAVATOR BUCKET TO FORM A DENSE LAYER OF COMPACTED ROCK MATERIAL TO
LINES, ELEVATIONS AND GRADES IN THE DRAWINGS AND DETAILS.
4.KEY EROSION CONTROL MATTING IN AT INTERFACE WITH STRUCTURAL STREAMBANK
STABILIZATION AND INSTALL MATTING ON ALL DISTURBED RIVER BANKS.
5.TRANSPLANTS AVAILABLE ONSITE MAY BE INSTALLED IN THE TOPSOIL AS DIRECTED BY THE
ENGINEER ONSITE.
6.THE SURFACE OF THIS FEATURE SHALL BE FINISHED TO A SMOOTH AND COMPACT SURFACE IN
ACCORDANCE WITH THE LINES, GRADES, AND CROSS-SECTIONS OR ELEVATIONS SHOWN ON
THE DRAWINGS.
7.STABILIZATION OF THE WORK AREA WITH TEMPORARY AND PERMANENT SEEDING AND
MULCHING IS REQUIRED FOLLOWING GRADING OF THE STREAMBANK. INSTALL WOODY
PLANTING AND VEGETATION AS SHOWN ON THE APPROVED RE-VEGETATION PLAN.
FL
O
W
MIN.
3.0'
TIE TO EXISTING
TOP OF BANK
DETAILED SECTION A - A'
NOT TO SCALE
DETAILED PLAN
NOT TO SCALE
EX. TOP OF BANK
MIN. 2.0 FT
MIN. 2.0 FT
VARIES
(MAX. 2.0' ABOVE
BANKFULL)
COMPACTED BACKFILL
NON-WOVEN GEOTEXTILE OR
BEDDING MATERIAL, AS NEEDED
TIE TO EXISTING
GRADE
EX. STREAMBED
MATCH EX. GRADE
MAX. 2:1
INSTALL EROSION CONTROL MATTING OR LIVE
TRANSPLANTS AS DIRECTED BY THE ENGINEER
ON ALL DISTURBED STREAMBANKS.
STREAMBANK STABILIZATION - STRUCTURAL
MATERIAL, SEE NOTE 3.
ST
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B
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N
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N
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V
A
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I
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S

P
E
R

P
L
A
N
A A'
VARIES
(EXTEND TO
TOP OF BANK)
----------------
----------------
----------------
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7 SAMUEL ASHE DRIVE
ASHEVILLE, NC 28805
SHEET NUMBER
DATE:
DR
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N

B
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:
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B
Y
:
AP
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:
XX
XX
CM
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D
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G
ST
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A
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B
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A
B
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A
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N
NO
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F
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C
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BU
N
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B
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10/17/2023
4.2
© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS
10
0
Y
R
10
0
Y
R
10
0
Y
R
100
Y
R
100
Y
R
100
Y
R
100Y
R
10
0
Y
R
100YR
100YR
100YR
100YR
100YR
100Y
R
10
0
Y
R
1
0
0
Y
R
1
0
0
Y
R
1
0
0
Y
R
10
0
Y
R
100
Y
R
10
0
Y
R
100YR
SAND
Y

M
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C
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COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
CO
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CO
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CO
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CO
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CO
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MCCULLEY GAVIN;
MCCULLEY LAURA
8782263198
SF
SF
SF
SF
LOD LOD
LOD
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D LOD LOD
L
O
D
L
O
D
L
O
D
L
O
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L
O
D
L
O
D
L
O
D
L
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L
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LODLODLODLODLOD
LOD
LOD
LOD
LOD
L
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D
L
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L
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L
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D
L
O
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
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D
LO
D
LO
D
LO
D
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TD
TD
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TD
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TD TD TD TD TD
TD
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G:
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2
3

1
0
:
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2
:
2
6

A
M
SCALE (34"X22"):
SCALE (17"X11"):
LIMITS OF
DISTURBANCE
(LOD) = 0.96 AC.
TEMPORARY SILT FENCE
TEMPORARY STAGING
AND STORAGE AREA
STABILIZE STREAMBANKS WITH
EROSION CONTROL MATTING
(TYP.)
TEMPORARY IN-STREAM
DIVERSION (TYP.)
UTILIZE EX. GRAVEL DRIVE TO
ACCESS SITE. SUPPLEMENT
ROCK FOLLOWING DETAIL ON
SHEET 5.2, AS NEEDED.
LOD LOD
SF SF
LIMITS OF DISTURBANCE
SILT FENCE
STAGING AND STORAGE
AREA
STABILIZED
CONSTRUCTION
ENTRANCE
CONSTRUCTION ACCESS
ROUTE
TD TD TEMPORARY DIVERSION
EROSION AND SEDIMENTATION CONTROL
LEGEND
NOTES:
SCALE IN FEET
0 20 40
1" = 20'
1" = 40'
TEMP. ACCESS PATH
(12' WIDE TYP.)
----------------
----------------
----------------
AP
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7 SAMUEL ASHE DRIVE
ASHEVILLE, NC 28805
SHEET NUMBER
DATE:
DR
A
W
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B
Y
:
CH
E
C
K
E
D

B
Y
:
AP
P
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O
V
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D

B
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:
XX
XX
CM
P
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D
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A
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P
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A
N
NO
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C
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BU
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NO
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10/17/2023
5.1
TEMPORARY
CONSTRUCTION
ENTRANCE
G:
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SCALE (34"X22"):
SCALE (17"X11"):
NTS
NTS
NOT TO SCALE
EROSION AND SEDIMENTATION CONTROL
NOTES AND SPECIFICATIONS SEQUENCE OF CONSTRUCTION
1.ALL CONSTRUCTION ACTIVITIES SHALL ADHERE TO THE
CONDITIONS AND REQUIREMENTS OF NC DEMLR'S NG01
CONSTRUCTION GENERAL PERMIT.
2.ALL TREES, UTILITIES AND OTHER SITE FEATURES SHALL BE
PROTECTED UNLESS MARKED FOR REMOVAL OR RELOCATION.
3.EQUIPMENT SHALL BE WELL-MAINTAINED, CLEANED PRIOR TO
MOBILIZATION, AND CHECKED DAILY FOR LEAKS OF PETROLEUM
PRODUCTS. FUELING OPERATIONS SHALL BE PERFORMED IN A
CONTAINED AREA AWAY FROM SURFACE WATER.
4.ALL WORK IN OR ADJACENT TO STREAMS AND RIVERS SHALL BE
CONDUCTED SUCH THAT THE FLOWING WATER DOES NOT COME
IN CONTACT WITH THE DISTURBED WORK AREA.
5.UTILIZE A TEMPORARY IN-STREAM DIVERSION AT ALL TIMES
WHEN WORKING IN THE ACTIVE STREAM CHANNEL. SEE DETAIL,
SHEET 5.3.
6.CONSTRUCTION SHALL BE TIMED TO OCCUR DURING TIMES OF
LOW FLOW.
7.CONSTRUCTION SCHEDULING AND STAGING SHALL BE TIMED TO
MINIMIZE THE AMOUNT OF TIME SPENT WORKING IN THE RIVER
CHANNEL.
8.THE RIVERBANKS, IN-STREAM STRUCTURES AND WORK AREA
MUST BE STABILIZED AT THE END OF EACH DAY BEFORE THE
TEMPORARY IN-STREAM DIVERSIONS ARE REMOVED AND FLOW
IS RETURNED THE FULL CHANNEL.
9.ALL WASTE SOIL SHALL STAY ONSITE AND WILL BE DISPOSED OF
IN AREAS DESIGNATED ON THE PLANS. THE WASTE SOIL FOR THE
FUTURE WALKING TRAIL SHALL BE ROUGH-GRADED AND
STABILIZED WITH TEMPORARY AND PERMANENT SEEDING AND
MULCH
1.OBTAIN AND REVIEW THE BUNCOMBE COUNTY EWP SANDY
MUSH CREEK - MCCULLY PROJECT, EROSION AND
SEDIMENTATION CONTROL PLAN AND ALL OTHER APPLICABLE
PERMITS.
2.FLAG THE WORK LIMITS AND STAKE OUT THE LIMITS OF
DISTURBANCE (LOD) OF THE PROJECT. THE TOTAL PROJECT LOD IS
0.96 AC.
3.LOCATE ALL UNDERGROUND UTILITIES WITHIN THE WORK AREA.
4.INSTALL RAIN GAUGE AND PREPARE INSPECTION FORMS.
5.HOLD PRE-CONSTRUCTION MEETING WITH THE PERMITTEE,
ENGINEER AND CONTRACTOR PRIOR TO STARTING ANY LAND
DISTURBING ACTIVITIES.
6.INSTALL ALL EROSION AND SEDIMENTATION CONTROL BMPS AS
SHOWN IN THE DRAWINGS AND DETAILS.
7.INSPECT EROSION PREVENTION AND SEDIMENT CONTROL BMPS
DAILY AND AFTER SIGNIFICANT RAINFALL EVENTS. MAKE NEEDED
REPAIRS IMMEDIATELY. KEEP ALL LOGS AND RECORDS
UP-TO-DATE.
8.ACQUIRE AND STORE MATERIALS FOR SITE (E.G. ROCK, LOGS,
EROSION CONTROL MATTING AND FILTER FABRICS) IN THE
TEMPORARY STAGING AREAS.
9.CLEAR EXISTING VEGETATION REQUIRED TO COMPLETE THE
WORK TAKING CARE NOT TO DISTURB DESIRABLE VEGETATION
TO REMAIN INTACT.
10.GRADE THE RIVER BANKS AND INSTALL BANK STABILIZATION
STRUCTURES ACCORDING TO THE PLANS AND DETAILS. WHEN
POSSIBLE, PERFORM WORK FROM THE RIVER BANKS TO
MINIMIZE TIME SPENT WORKING IN THE CHANNEL.
11.WHEN WORKING IN THE CHANNEL, UTILIZE A TEMPORARY
IN-STREAM DIVERSION.
12.INSTALL TEMPORARY SEEDING, PERMANENT SEEDING, AND
EROSION CONTROL MATTING ON ALL DISTURBED RIVER BANKS
AND GRADED SLOPES AS SHOWN ON SHEET 5.3.
13.INSTALL TEMPORARY AND PERMANENT SEEDING AND MULCH TO
ALL AREAS DISTURBED FOR CONSTRUCTION ACCESS AND
STAGING AS SHOWN ON SHEET 5.1.
14.ONCE THE WORK AREA IS STABILIZED AND CONSTRUCTION
ACTIVITIES ARE COMPLETED, REMOVE AND DISPOSE OF ALL
NON-BIODEGRADABLE EROSION AND SEDIMENTATION CONTROL
BMPS.
15.NOTIFY THE PERMITEE AND THE ENGINEER FOR A FINAL
INSPECTION AND WALK THROUGH TO VERIFY FINAL
STABILIZATION OF THE SITE.
16.WHEN SEASONALLY APPROPRIATE, INSTALL PERMANENT
PLANTINGS ON RIVER BANKS AND WITHIN THE RIPARIAN ZONES
AS SHOWN ON SHEET 6.1.
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SHEET NUMBER
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10/17/2023
5.2
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SCALE (34"X22"):
SCALE (17"X11"):
NTS
NTS
NOT TO SCALE
NOTES:
1.Lime, fertilize and seed before installation. Planting of shrubs, trees, etc. should occur after installation.
2.Slope surface shall be smooth before placement for proper soil contact.
3.Design velocities exceeding 2 feet/second require temporary blankets, mats or similar liners to protect seed and soil until vegetation becomes
established.
4.Terminal anchor trenches are required at RECP ends and intermittent check slots must be constructed across channels at 25 foot intervals.
5.Terminal anchor trenches should be a minimum of 12 inches in depth and 6 inches in width. Intermittent check slots should be 6 inches deep
and 6 inches wide.
6.For installation on a slope, place RECP 2-3 feet over the top of the slope and into an excavated end trench measuring approximately 12
inches deep by 6 inches wide. Pin the RECP at 1 foot intervals along the bottom of the trench, backfill and compact. Unroll the RECP down
the slope maintaining direct contact between the soil and RECP. Pin using staples or pins in a 3 feet center-to-center pattern.
7.11 gauge, at least 6 inch by 1 inch staples or 12 inch minimum length wooden stakes are recommended for anchoring.
8.Grass-lined channels with design velocities exceeding 6 feet/second should include turf reinforcement mats
9.Check slots to be constructed per manufacturers specifications.
10.Staking or stapling layout per manufacturers specification.
11.If there is a berm at the top of slope, anchor upslope of the berm.
12.Do not stretch blankets/matting tight, allow the rolls to conform to any irregularities.
13.For slopes less than 3H:1V, rolls may be placed in horizontal strips.
MAINTENANCE:
1.Inspect Rolled Erosion Control Products at least weekly and
after each rain of 1 inch or greater; repair immediately.
2.Good contact with the ground must be maintained, and
erosion must not occur beneath the RECP.
3.Any areas of the RECP that are damaged or not in close
contact with the ground shall be repaired and stapled.
4.If erosion occurs due to poorly controlled drainage, the
problem shall be fixed and the eroded area protected.
5.Monitor and repair the RECP as necessary until ground cover
is established.
Overlap
6" Min.Longitudinal
Anchor Trench
Overcut channel 2"
to allow bulking
during seedbed
preparation
Design Depth
6" Min.
6" Min.
Typical installation
with erosion control
blankets or turf
reinforcement mats
Intermittent check slot Longitudinal anchor trench
Single-lap spliced ends or begin new
roll in an intermittent check slot
FLOWPrepare soil and apply seed before
installing blankets, mats or other
temporary channel liner systems
6" Min.
Overlap
Anchor 6"x6"
min. Trench
and staple at
12" intervals
Staple Overlaps
Max. 5" spacing
3" Min.
Overlap
Bring material down to a level area,
turn the end under 4" and staple at
12" intervals.
Check Slots at 25'
intervals
Cha
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Bott
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m
Stakes at
3'-5' intervals
Initial channel anchor trench
12"
Terminal slope and channel
anchor trench
Construction:
1.Clear the entrance and exit area of all vegetation, roots, and other objectionable
material and properly grade it.
2.Place the gravel to the specific grade and dimensions shown on the plans, and
smooth it.
3.Provide drainage to carry water to a sediment trap or other suitable outlet.
4.Use geotextile fabrics in order to improve stability of the foundation in locations
subject to seepage or high water table.
Maintenance:
1.Per NCG-01 inspect at least once a week and after each 1 inch or greater rainfall;
make any required repairs immediately.
2.Maintain the gravel pad in a condition to prevent mud or sediment from leaving the
construction site. This may require periodic topdressing with 2 inch stone.
3.Immediately remove all objectionable materials spilled, washed or tracked onto public
roadways.
Pub
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R
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2-3" Course Aggregate
6" Min.
As R
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12'
M
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50'
M
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Construction:
1.Construct the sediment barrier of standard strength or extra strength synthetic filter fabrics.
2.Ensure that the height of the sediment fence does not exceed 24 inches above the ground. (Higher fences may
impound volumes of water sufficient to cause failure of the structure)
3.Construct the filter fabric from a continuous roll cut to the length of the barrier to avoid joints. When joints are
necessary, securely fasten the filter cloth only at a support post with 4 feet minimum overlap to the next post.
4.Support standard strength filter fabric by wire mesh fastened securely to the upslope side of the posts. Extend the
wire mesh support to the bottom of the trench. Fasten the wire reinforcement, then fabric on the upslope side of the
fence post. Wire or plastic zip ties should have a minimum 50 pound tensile strength.
5.When a wire mesh support fence is used, space posts a maximum of 8 feet apart. Supports should be driven securely
into the ground a minimum of 24 inches.
6.Extra strength filter fabric with 6 foot post spacing does not require a wire mesh support fence. Securely fasten the
filter fabric directly to posts. Wire or plastic zip ties should have a minimum of 50 pound tensile strength.
7.Excavate the trench approximately 4 inches wide and 8 inches deep along the proposed line of the posts and upslope
from the barrier.
8.Place 12 inches of fabric along the bottom and side of the trench.
9.Backfill the trench with soil placed over the filter fabric and compact. Thorough compaction of the backfill is critical to
silt fence performance.
10.Do not attach filter fabric to existing trees.
Maintenance:
1.Inspect sediment fences at least once a week and after each 1
inch or greater rainfall. Make any required repairs immediately.
2.Should the fabric of a sediment fence collapse, tear,
decompose, or become ineffective, replace it promptly.
3.Remove sediment deposits as necessary to provide adequate
storage volume for the next rain and reduce pressure on the
fence. Take care to avoid undermining the fence during
cleanouts.
4.Remove all fencing materials and unstable sediment deposits
and bring the area to grade and stabilize it after the contributing
drainage area has been properly stabilized.
Steel Post
8' Max. Standard Strength fabric with wire fence
6' Max. Extra strength fabric without wire fence
18-24"
8" down & 4"
forward along the
trench24"
Wire Fence
Filter Fabric
Plastic or
Wire ties
24"
8" Min.
4"
Min.
Backfill trench
and Compact
thoroughly
Upslope
Wire Fence Filter Fabric
Steel Post
Plastic or
Wire
CROSS SECTION VIEW
STANDARD CONSTRUCTION ENTRANCE / EXIT
ROLLED EROSION CONTROL PRODUCTS (RECP)TEMPORARY SILT FENCE
TEMPORARY IN-STREAM DIVERSION DETAIL
WORK AREA
TEMPORARY IN-STREAM DIVERSION NOTES
DETAILED PLAN
LENGTH NOT TO EXCEED THAT WHICH CAN BE COMPLETED IN ONE DAY
FLOW
RIVER BAN
K
FLOW
WORK AREA
TEMPORARY GRAVEL/COBBLE
BERM
RIVER BANK
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7 SAMUEL ASHE DRIVE
ASHEVILLE, NC 28805
SHEET NUMBER
DATE:
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10/17/2023
5.3
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NOT TO SCALE
SCALE (34"X22"):
SCALE (17"X11"):
NTS
NTS
----------------
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----------------
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7 SAMUEL ASHE DRIVE
ASHEVILLE, NC 28805
SHEET NUMBER
DATE:
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B
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AP
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10/17/2023
6.1
SEEDING SCHEDULES ZONE 1: STREAMBANKS
ZONE 2: BUFFER RE-ESTABLISHMENT
1. FINAL VEGETATION SPECIES SELECTION MAY CHANGE
DUE TO REFINEMENT OR SPECIES AVAILABILITY AT THE
TIME OF PLANTING. SPECIES SUBSTITUTIONS WILL BE
COORDINATED BETWEEN THE BANK MANAGER,
ENGINEER AND PLANTING CONTRACTOR PRIOR TO THE
PROCUREMENT OF PLANT/SEED STOCK.
2. LARGER NATIVE TREE SPECIES TO BE PRESERVED WILL
BE FLAGGED BY THE ENGINEER PRIOR TO
CONSTRUCTION ACTIVITIES. ANY TREES HARVESTED FOR
WOODY MATERIAL WILL BE UTILIZED TO PROVIDE BED
AND BANK STABILIZATION AND COVER OR NESTING
HABITAT ON THE FLOODPLAIN. ANY EXCESS WOODY
MATERIALS MAY USED TO BACKFILL OLD CHANNELS.
3. ALL DISTURBED AREAS WILL BE STABILIZED USING
TEMPRORY AND PERMERMANET SEEDING AS DEFINED IN
THE SEEDING SCHEDULE AND THE APPROVED E&SC
PLANS.
4. SUPPLEMENTAL PLANTING ACTIVITIES MAY BE
REQUIRED WITHIN THE CONSERVATION EASEMENT.
TEMPORARY SEEDING AND MULCHING NOTES
5. TEMPORARY SEEDING AND MULCHING SHALL BE
APPLIED TO ALL AREAS AND ACCESS ROUTES DISTURBED
DURING CONSTRUCTION.
6. ALL SEED AND SEED VARIETIES MUST BE FREE OF
STATE AND FEDERALLY LISTED NOXIOUS WEED SEED
AND INVASIVE SPECIES.
7. ALL DISTURBED AREAS WILL BE SEEDED WITH
TEMPORARY SEED AND MULCHED WITH WHEAT STRAW.
SEEDING WILL BE
PERFORMED USING A BROADCAST SPREADER. OTHER
METHODS MAY BE USED BUT MUST BE APPROVED BY
ENGINEER IN ADVANCE OF INSTALLATION.
8. MAINTENANCE OF SEEDED AREAS SHALL CONSIST OF
WATERING, WEED AND PEST CONTROL, FERTILIZATION,
EROSION REPAIR, RESEEDING, AND INCIDENTAL
OPERATIONS AS NECESSARY TO ESTABLISH A HEALTHY,
VIGOROUS, WEED FREE AND DISEASE FEE UNIFORM
STAND OF GRASS. ALL AREAS WHICH FAIL TO SHOW A
UNIFORM STAND OF GRASS FOR ANY REASON SHALL BE
TREATED REPEATEDLY UNTIL A UNIFORM STAND OF AT
LEAST 90% COVERAGE IS ATTAINED WITH NO BARE AREA
GREATER THAN FIVE (5) SQUARE FEET.
PERMANENT SEEDING NOTES
9. PERMANENT SEEDING SHALL OCCUR IN CONJUNCTION
WITH
TEMPORARY SEEDING WHERE APPLICABLE. IDEALLY,
PERMANENT SEEDING SHALL OCCUR DURING THE
PLANTING SEASON FOR EACH SEED TYPE. AREAS
FERTILIZED FOR TEMPORARY SEEDING SHALL BE
SUFFICIENTLY FERTILIZED FOR PERMANENT SEEDING;
ADDITIONAL FERTILIZER IS NOT REQUIRED FOR
PERMANENT SEEDING.
10. ALL SEED AND SEED VARIETIES MUST BE FREE OF
STATE AND FEDERALLY LISTED NOXIOUS WEED SEED
AND INVASIVE SPECIES.
11. THE CONTRACTOR SHALL LOOSEN THE SOIL TO A
MINIMUM DEPTH OF 4-INCHES AND GRADE TO A
SMOOTH, EVEN SURFACE WITH A LOOSE, UNIFORMLY
FINE TEXTURE. THE AREAS TO BE SEEDED ARE THEN TO
BE ROLLED AND RAKED TO REMOVE RIDGES AND FILL
DEPRESSIONS TO MEET FINISH GRADES. THE
CONTRACTOR IS TO LIMIT SUB GRADE AND FINISH
GRADE PREPARATION TO AREAS THAT WILL BE PLANTED
IMMEDIATELY. PREPARED AREAS ARE TO BE RESTORED IF
ERODED OR OTHERWISE DISTURBED AFTER FINE
GRADING AND BEFORE PLANTING.
12. SEED SHALL BE SOWN WITH A SPREADER OR A
SEEDING MACHINE. SEED IS NOT TO BE BROADCAST OR
DROPPED WHEN WIND VELOCITY EXCEEDS 5 MPH. SEED
SHALL BE EVENLY DISTRIBUTED BY SOWING IN TWO
DIRECTIONS AT RIGHT ANGLES TO EACH OTHER. WET
SEED OR SEED THAT IS MOLDY OR OTHERWISE
DAMAGED IN TRANSIT OR STORAGE IS NOT TO BE USED.
AFTER BEGIN SOWN, THE SEED SHALL BE RAKED INTO
THE TOP 1/4 INCH OF THE TOPSOIL, LIGHTLY ROLLED,
AND WATERED WITH FINE SPRAY. SEEDED AREAS ON
STREAM BANKS SHALL BE PROTECTED WITH COIR FIBER
MATTING.
ZONE 1: STREAMBANK
13. LIVESTAKES AND HERBACEOUS PLUGS LISTED IN THE
PLANTING SCHEDULE SHALL BE PLANTED IN OFFSET
ROWS AT A DENSITY OF 4,840 STEMS PER ACRE (3.0'
O.C.) FROM TOE OF THE RESTORED CHANNEL TO 3.0'
OUTSIDE THE BANKFULL STAGE. HERBACEOUS PLUGS
SHALL BE PLANTED ALONG THE TOE OF THE CHANNEL IN
THE OUTSIDE OF THE POOL MEANDER BENDS.
ZONE 2: RIPARIAN BUFFER
14. WOODY SPECIES LISTED IN THE PLANTING SCHEDULE
SHALL BE PLANTED IN OFFSET ROWS AT A DENSITY OF
440 STEMS PER ACRE (10.0' O.C.) FROM 3.0' OUTSIDE
THE BANKFULL STAGE TO THE GRADING LIMITS. EXACT
PLACEMENT OF THE SPECIES SHALL BE DETERMINED BY
THE CONTRACTOR’S VEGETATION SPECIALIST PRIOR TO
SITE PLANTING AND BASED ON THE WETNESS
CONDITIONS OF PLANTING LOCATIONS.
SOIL SPREADING
15. AREAS OF SOIL SPREADING SHALL BE STABILIZED
USING TEMPORARY SEEDING AS DEFINED IN THE
SEEDING SCHEDULE AND THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLANS.
GENERAL RE-VEGETATION AND PLANTING NOTES
Buncombe County Assessment
Property Record Search
LAND INFORMATION
BUILDING INFORMATION
Buncombe County Assessment Property Record Search
878226319800000
353 SANDY MUSH CREEK RD
MCCULLEY GAVIN
353 SANDY MUSH CREEK RD, LEICESTER,
NC, 28748
Total Appraised Value
$857,800
KEY INFORMATION
Zoning OU Neighborhood R8RB
Land Use Code MULTIPLE RES Municipality -
Fire District FLE Special District -
Present Use -
Appraisal Area Henry Outlaw 828-250-4968 [e-mail]
Exemption -
Legal Description Deed date: 2022-09-28 Deed: 6262-1089 SubDiv: Block: Lot: Section: Plat: 0000-0000
Plat Reference 0-0
ASSESSMENT DETAILS
Land Value $497,200
Building Value $351,500
Features $9,100
Total Appraised
Value
$857,800
Deferred Value $0
Exempt Value $0
Total Taxable
Value
$857,800
OPEN USE MULTIPLE RES 76.27 acres R8RB $497,200 NO
ZONING LAND USE CODE SIZE NEIGHBORHOOD ASSESSED VALUE FLOODPLAIN
IS THE BUILDING INFORMATION ON YOUR PROPERTY RECORD CARD CORRECT?
Please conrm that the information below is correct for all buildings, via the ‘Conrm 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 proper ty record’
button for the building that needs to be updated.
Conrm Property Record Card Data is correct.
1000 ft
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IPaC resource list
This report is an automatically generated list of species and other resources such as critical habitat (collectively referred to as
trust resources) under the U.S. Fish and Wildlife Service's (USFWS) jurisdiction that are known or expected to be on or near the
project area referenced below. The list may also include trust resources that occur outside of the project area, but that could
potentially be directly or indirectly aected by activities in the project area. However, determining the likelihood and extent of
eects a project may have on trust resources typically requires gathering additional site-specic (e.g., vegetation/species
surveys) and project-specic (e.g., magnitude and timing of proposed activities) information.
Below is a summary of the project information you provided and contact information for the USFWS oce(s) with jurisdiction in
the dened project area. Please read the introduction to each section that follows (Endangered Species, Migratory Birds, USFWS
Facilities, and NWI Wetlands) for additional information applicable to the trust resources addressed in that section.
Location
Buncombe County, North Carolina
U.S. Fish & Wildlife ServiceIPaC
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Local oce
Asheville Ecological Services Field Oce
 [phone]
 [phone]
160 Zillicoa Street
Asheville, NC 28801-1082
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Endangered species
This resource list is for informational purposes only and does not constitute an analysis of project level impacts.
The primary information used to generate this list is the known or expected range of each species. Additional areas of inuence
(AOI) for species are also considered. An AOI includes areas outside of the species range if the species could be indirectly
aected by activities in that area (e.g., placing a dam upstream of a sh population even if that sh does not occur at the dam
site, may indirectly impact the species by reducing or eliminating water ow downstream). Because species can move, and site
conditions can change, the species on this list are not guaranteed to be found on or near the project area. To fully determine
any potential eects to species, additional site-specic and project-specic information is often required.
Section 7 of the Endangered Species Act requires Federal agencies to "request of the Secretary information whether any
species which is listed or proposed to be listed may be present in the area of such proposed action" for any project that is
conducted, permitted, funded, or licensed by any Federal agency. A letter from the local oce and a species list which fullls
this requirement can only be obtained by requesting an ocial species list from either the Regulatory Review section in IPaC
(see directions below) or from the local eld oce directly.
For project evaluations that require USFWS concurrence/review, please return to the IPaC website and request an ocial
species list by doing the following:
1. Draw the project location and click CONTINUE.
2. Click DEFINE PROJECT.
3. Log in (if directed to do so).
4. Provide a name and description for your project.
5. Click REQUEST SPECIES LIST.
Listed species and their critical habitats are managed by the Ecological Services Program of the U.S. Fish and Wildlife Service
(USFWS) and the sheries division of the National Oceanic and Atmospheric Administration (NOAA Fisheries ).
Species and critical habitats under the sole responsibility of NOAA Fisheries are not shown on this list. Please contact NOAA
Fisheries for species under their jurisdiction.
1
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1. Species listed under the Endangered Species Act are threatened or endangered; IPaC also shows species that are
candidates, or proposed, for listing. See the listing status page for more information. IPaC only shows species that are
regulated by USFWS (see FAQ).
2. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an oce of the National Oceanic and
Atmospheric Administration within the Department of Commerce.
The following species are potentially aected by activities in this location:
Mammals
Reptiles
NAME STATUS
Gray Bat Myotis grisescens
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/6329
Endangered
Northern Long-eared Bat Myotis septentrionalis
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/9045
Endangered
Tricolored Bat Perimyotis subavus
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/10515
Proposed Endangered
NAME STATUS
Bog Turtle Glyptemys muhlenbergii
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/6962
SAT
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Insects
Flowering Plants
Lichens
Critical habitats
Potential eects to critical habitat(s) in this location must be analyzed along with the endangered species themselves.
There are no critical habitats at this location.
NAME STATUS
Monarch Buttery Danaus plexippus
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/9743
Candidate
NAME STATUS
Mountain Sweet Pitcher-plant Sarracenia rubra ssp. jonesii
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/4283
Endangered
NAME STATUS
Rock Gnome Lichen Gymnoderma lineare
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/3933
Endangered
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You are still required to determine if your project(s) may have eects on all above listed species.
Bald & Golden Eagles
There are bald and/or golden eagles in your project area.
For guidance on when to schedule activities or implement avoidance and minimization measures to reduce impacts to
migratory birds on your list,click on the PROBABILITY OF PRESENCE SUMMARY at the top of your list to see when these birds are
most likely to be present and breeding in your project area.
BREEDING SEASON
Bald and golden eagles are protected under the Bald and Golden Eagle Protection Act and the Migratory Bird Treaty Act.
Any person or organization who plans or conducts activities that may result in impacts to bald or golden eagles, or their
habitats, should follow appropriate regulations and consider implementing appropriate conservation measures, as described
below.
Additional information can be found using the following links:
Eagle Managment https://www.fws.gov/program/eagle-management
Measures for avoiding and minimizing impacts to birds https://www.fws.gov/library/collections/avoiding-and-minimizing-
incidental-take-migratory-birds
Nationwide conservation measures for birds https://www.fws.gov/sites/default/les/documents/nationwide-standard-
conservation-measures.pdf
NAME
Bald Eagle Haliaeetus leucocephalus
This is not a Bird of Conservation Concern (BCC) in this area, but warrants attention
because of the Eagle Act or for potential susceptibilities in oshore areas from certain
types of development or activities.
Breeds Sep 1 to Aug 31
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Probability of Presence Summary
The graphs below provide our best understanding of when birds of concern are most likely to be present in your project area.
This information can be used to tailor and schedule your project activities to avoid or minimize impacts to birds. Please make
sure you read and understand the FAQ "Proper Interpretation and Use of Your Migratory Bird Report" before using or
attempting to interpret this report.
Probability of Presence ()
Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your project overlaps during a
particular week of the year. (A year is represented as 12 4-week months.) A taller bar indicates a higher probability of species
presence. The survey eort (see below) can be used to establish a level of condence in the presence score. One can have
higher condence in the presence score if the corresponding survey eort is also high.
How is the probability of presence score calculated? The calculation is done in three steps:
1. The probability of presence for each week is calculated as the number of survey events in the week where the species was
detected divided by the total number of survey events for that week. For example, if in week 12 there were 20 survey events
and the Spotted Towhee was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is 0.25.
2. To properly present the pattern of presence across the year, the relative probability of presence is calculated. This is the
probability of presence divided by the maximum probability of presence across all weeks. For example, imagine the
probability of presence in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12 (0.25) is
the maximum of any week of the year. The relative probability of presence on week 12 is 0.25/0.25 = 1; at week 20 it is
0.05/0.25 = 0.2.
3. The relative probability of presence calculated in the previous step undergoes a statistical conversion so that all possible
values fall between 0 and 10, inclusive. This is the probability of presence score.
To see a bar's probability of presence score, simply hover your mouse cursor over the bar.
Breeding Season ()
Yellow bars denote a very liberal estimate of the time-frame inside which the bird breeds across its entire range. If there are no
yellow bars shown for a bird, it does not breed in your project area.
Survey Eort ()
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 no data survey eort breeding season probability of presence
Vertical black lines superimposed on probability of presence bars indicate the number of surveys performed for that species in
the 10km grid cell(s) your project area overlaps. The number of surveys is expressed as a range, for example, 33 to 64 surveys.
To see a bar's survey eort range, simply hover your mouse cursor over the bar.
No Data ()
A week is marked as having no data if there were no survey events for that week.
Survey Timeframe
Surveys from only the last 10 years are used in order to ensure delivery of currently relevant information. The exception to this
is areas o the Atlantic coast, where bird returns are based on all years of available data, since data in these areas is currently
much more sparse.
SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Bald Eagle
Non-BCC Vulnerable
What does IPaC use to generate the potential presence of bald and golden eagles in my specied location?
The potential for eagle presence is derived from data provided by the Avian Knowledge Network (AKN). The AKN data is based on a growing
collection of survey, banding, and citizen science datasets and is queried and ltered to return a list of those birds reported as occurring in the
10km grid cell(s) which your project intersects, and that have been identied as warranting special attention because they are a BCC species in that
area, an eagle (Eagle Act requirements may apply). To see a list of all birds potentially present in your project area, please visit the Rapid Avian
Information Locator (RAIL) Tool.
What does IPaC use to generate the probability of presence graphs of bald and golden eagles in my specied location?
The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern (BCC) and other species that may warrant special attention
in your project location.
The migratory bird list generated for your project is derived from data provided by the Avian Knowledge Network (AKN). The AKN data is based on
a growing collection of survey, banding, and citizen science datasets and is queried and ltered to return a list of those birds reported as occurring
in the 10km grid cell(s) which your project intersects, and that have been identied as warranting special attention because they are a BCC species
in that area, an eagle (Eagle Act requirements may apply), or a species that has a particular vulnerability to oshore activities or development.
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Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your project area. It is not representative of all birds that
may occur in your project area. To get a list of all birds potentially present in your project area, please visit the Rapid Avian Information Locator
(RAIL) Tool.
What if I have eagles on my list?
If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid violating the Eagle Act should such impacts
occur. Please contact your local Fish and Wildlife Service Field Oce if you have questions.
Migratory birds
The birds listed below are birds of particular concern either because they occur on the USFWS Birds of Conservation
Concern (BCC) list or warrant special attention in your project location. To learn more about the levels of concern for birds on
your list and how this list is generated, see the FAQ below. This is not a list of every bird you may nd in this location, nor a
guarantee that every bird on this list will be found in your project area. To see exact locations of where birders and the general
public have sighted birds in and around your project area, visit the E-bird data mapping tool (Tip: enter your location, desired
date range and a species on your list). For projects that occur o the Atlantic Coast, additional maps and models detailing the
Certain birds are protected under the Migratory Bird Treaty Act and the Bald and Golden Eagle Protection Act .
Any person or organization who plans or conducts activities that may result in impacts to migratory birds, eagles, and their
habitats should follow appropriate regulations and consider implementing appropriate conservation measures, as described
below.
1. The Migratory Birds Treaty Act of 1918.
2. The Bald and Golden Eagle Protection Act of 1940.
Additional information can be found using the following links:
Birds of Conservation Concern https://www.fws.gov/program/migratory-birds/species
Measures for avoiding and minimizing impacts to birds https://www.fws.gov/library/collections/avoiding-and-minimizing-
incidental-take-migratory-birds
Nationwide conservation measures for birds https://www.fws.gov/sites/default/les/documents/nationwide-standard-
conservation-measures.pdf
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relative occurrence and abundance of bird species on your list are available. Links to additional information about Atlantic
Coast birds, and other important information about your migratory bird list, including how to properly interpret and use your
migratory bird report, can be found below.
For guidance on when to schedule activities or implement avoidance and minimization measures to reduce impacts to
migratory birds on your list, click on the PROBABILITY OF PRESENCE SUMMARY at the top of your list to see when these birds
are most likely to be present and breeding in your project area.
BREEDING SEASONNAME
Bald Eagle Haliaeetus leucocephalus
This is not a Bird of Conservation Concern (BCC) in this area, but warrants attention
because of the Eagle Act or for potential susceptibilities in oshore areas from certain
types of development or activities.
Breeds Sep 1 to Aug 31
Black-billed Cuckoo Coccyzus erythropthalmus
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
https://ecos.fws.gov/ecp/species/9399
Breeds May 15 to Oct 10
Bobolink Dolichonyx oryzivorus
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
Breeds May 20 to Jul 31
Canada Warbler Cardellina canadensis
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
Breeds May 20 to Aug 10
Cerulean Warbler Dendroica cerulea
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
https://ecos.fws.gov/ecp/species/2974
Breeds Apr 27 to Jul 20
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Chimney Swift Chaetura pelagica
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
Breeds Mar 15 to Aug 25
Eastern Whip-poor-will Antrostomus vociferus
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
Breeds May 1 to Aug 20
Golden-winged Warbler Vermivora chrysoptera
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
https://ecos.fws.gov/ecp/species/8745
Breeds May 1 to Jul 20
Kentucky Warbler Oporornis formosus
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
Breeds Apr 20 to Aug 20
Northern Saw-whet Owl Aegolius acadicus acadicus
This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions
(BCRs) in the continental USA
Breeds Mar 1 to Jul 31
Prairie Warbler Dendroica discolor
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
Breeds May 1 to Jul 31
Red-headed Woodpecker Melanerpes erythrocephalus
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
Breeds May 10 to Sep 10
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Probability of Presence Summary
The graphs below provide our best understanding of when birds of concern are most likely to be present in your project area.
This information can be used to tailor and schedule your project activities to avoid or minimize impacts to birds. Please make
sure you read and understand the FAQ "Proper Interpretation and Use of Your Migratory Bird Report" before using or
attempting to interpret this report.
Probability of Presence ()
Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your project overlaps during a
particular week of the year. (A year is represented as 12 4-week months.) A taller bar indicates a higher probability of species
presence. The survey eort (see below) can be used to establish a level of condence in the presence score. One can have
higher condence in the presence score if the corresponding survey eort is also high.
How is the probability of presence score calculated? The calculation is done in three steps:
1. The probability of presence for each week is calculated as the number of survey events in the week where the species was
detected divided by the total number of survey events for that week. For example, if in week 12 there were 20 survey events
and the Spotted Towhee was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is 0.25.
2. To properly present the pattern of presence across the year, the relative probability of presence is calculated. This is the
probability of presence divided by the maximum probability of presence across all weeks. For example, imagine the
probability of presence in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12 (0.25) is
the maximum of any week of the year. The relative probability of presence on week 12 is 0.25/0.25 = 1; at week 20 it is
0.05/0.25 = 0.2.
3. The relative probability of presence calculated in the previous step undergoes a statistical conversion so that all possible
values fall between 0 and 10, inclusive. This is the probability of presence score.
Rusty Blackbird Euphagus carolinus
This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions
(BCRs) in the continental USA
Breeds elsewhere
Wood Thrush Hylocichla mustelina
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
Breeds May 10 to Aug 31
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 no data survey eort breeding season probability of presence
To see a bar's probability of presence score, simply hover your mouse cursor over the bar.
Breeding Season ()
Yellow bars denote a very liberal estimate of the time-frame inside which the bird breeds across its entire range. If there are no
yellow bars shown for a bird, it does not breed in your project area.
Survey Eort ()
Vertical black lines superimposed on probability of presence bars indicate the number of surveys performed for that species in
the 10km grid cell(s) your project area overlaps. The number of surveys is expressed as a range, for example, 33 to 64 surveys.
To see a bar's survey eort range, simply hover your mouse cursor over the bar.
No Data ()
A week is marked as having no data if there were no survey events for that week.
Survey Timeframe
Surveys from only the last 10 years are used in order to ensure delivery of currently relevant information. The exception to this
is areas o the Atlantic coast, where bird returns are based on all years of available data, since data in these areas is currently
much more sparse.
SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Bald Eagle
Non-BCC Vulnerable
Black-billed Cuckoo
BCC Rangewide (CON)
Bobolink
BCC Rangewide (CON)
Canada Warbler
BCC Rangewide (CON)
Cerulean Warbler
BCC Rangewide (CON)
Chimney Swift
BCC Rangewide (CON)
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Eastern Whip-poor-will
BCC Rangewide (CON)
Golden-winged Warbler
BCC Rangewide (CON)
Kentucky Warbler
BCC Rangewide (CON)
Northern Saw-whet Owl
BCC - BCR
Prairie Warbler
BCC Rangewide (CON)
Red-headed
Woodpecker
BCC Rangewide (CON)
SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Rusty Blackbird
BCC - BCR
Wood Thrush
BCC Rangewide (CON)
Tell me more about conservation measures I can implement to avoid or minimize impacts to migratory birds.
Nationwide Conservation Measures describes measures that can help avoid and minimize impacts to all birds at any location year round.
Implementation of these measures is particularly important when birds are most likely to occur in the project area. When birds may be breeding in
the area, identifying the locations of any active nests and avoiding their destruction is a very helpful impact minimization measure. To see when
birds are most likely to occur and be breeding in your project area, view the Probability of Presence Summary. Additional measures or permits may
be advisable depending on the type of activity you are conducting and the type of infrastructure or bird species present on your project site.
What does IPaC use to generate the list of migratory birds that potentially occur in my specied location?
The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern (BCC) and other species that may warrant special attention
in your project location.
The migratory bird list generated for your project is derived from data provided by the Avian Knowledge Network (AKN). The AKN data is based on
a growing collection of survey, banding, and citizen science datasets and is queried and ltered to return a list of those birds reported as occurring
in the 10km grid cell(s) which your project intersects, and that have been identied as warranting special attention because they are a BCC species
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in that area, an eagle (Eagle Act requirements may apply), or a species that has a particular vulnerability to oshore activities or development.
Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your project area. It is not representative of all birds that
may occur in your project area. To get a list of all birds potentially present in your project area, please visit the Rapid Avian Information Locator
(RAIL) Tool.
What does IPaC use to generate the probability of presence graphs for the migratory birds potentially occurring in my specied location?
The probability of presence graphs associated with your migratory bird list are based on data provided by the Avian Knowledge Network (AKN).
This data is derived from a growing collection of survey, banding, and citizen science datasets.
Probability of presence data is continuously being updated as new and better information becomes available. To learn more about how the
probability of presence graphs are produced and how to interpret them, go the Probability of Presence Summary and then click on the "Tell me
about these graphs" link.
How do I know if a bird is breeding, wintering or migrating in my area?
To see what part of a particular bird's range your project area falls within (i.e. breeding, wintering, migrating or year-round), you may query your
location using the RAIL Tool and look at the range maps provided for birds in your area at the bottom of the proles provided for each bird in your
results. If a bird on your migratory bird species list has a breeding season associated with it, if that bird does occur in your project area, there may
be nests present at some point within the timeframe specied. If "Breeds elsewhere" is indicated, then the bird likely does not breed in your
project area.
What are the levels of concern for migratory birds?
Migratory birds delivered through IPaC fall into the following distinct categories of concern:
1. "BCC Rangewide" birds are Birds of Conservation Concern (BCC) that are of concern throughout their range anywhere within the USA (including
Hawaii, the Pacic Islands, Puerto Rico, and the Virgin Islands);
2. "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation Regions (BCRs) in the continental USA; and
3. "Non-BCC - Vulnerable" birds are not BCC species in your project area, but appear on your list either because of the Eagle Act requirements (for
eagles) or (for non-eagles) potential susceptibilities in oshore areas from certain types of development or activities (e.g. oshore energy
development or longline shing).
Although it is important to try to avoid and minimize impacts to all birds, eorts should be made, in particular, to avoid and minimize impacts to
the birds on this list, especially eagles and BCC species of rangewide concern. For more information on conservation measures you can implement
to help avoid and minimize migratory bird impacts and requirements for eagles, please see the FAQs for these topics.
Details about birds that are potentially aected by oshore projects
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For additional details about the relative occurrence and abundance of both individual bird species and groups of bird species within your project
area o the Atlantic Coast, please visit the Northeast Ocean Data Portal. The Portal also oers data and information about other taxa besides birds
that may be helpful to you in your project review. Alternately, you may download the bird model results les underlying the portal maps through
the NOAA NCCOS Integrative Statistical Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic Outer
Continental Shelf project webpage.
Bird tracking data can also provide additional details about occurrence and habitat use throughout the year, including migration. Models relying on
survey data may not include this information. For additional information on marine bird tracking data, see the Diving Bird Study and the nanotag
studies or contact Caleb Spiegel or Pam Loring.
What if I have eagles on my list?
If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid violating the Eagle Act should such impacts
occur.
Proper Interpretation and Use of Your Migratory Bird Report
The migratory bird list generated is not a list of all birds in your project area, only a subset of birds of priority concern. To learn more about how
your list is generated, and see options for identifying what other birds may be in your project area, please see the FAQ "What does IPaC use to
generate the migratory birds potentially occurring in my specied location". Please be aware this report provides the "probability of presence" of
birds within the 10 km grid cell(s) that overlap your project; not your exact project footprint. On the graphs provided, please also look carefully at
the survey eort (indicated by the black vertical bar) and for the existence of the "no data" indicator (a red horizontal bar). A high survey eort is
the key component. If the survey eort is high, then the probability of presence score can be viewed as more dependable. In contrast, a low survey
eort bar or no data bar means a lack of data and, therefore, a lack of certainty about presence of the species. This list is not perfect; it is simply a
starting point for identifying what birds of concern have the potential to be in your project area, when they might be there, and if they might be
breeding (which means nests might be present). The list helps you know what to look for to conrm presence, and helps guide you in knowing
when to implement conservation measures to avoid or minimize potential impacts from your project activities, should presence be conrmed. To
learn more about conservation measures, visit the FAQ "Tell me about conservation measures I can implement to avoid or minimize impacts to
migratory birds" at the bottom of your migratory bird trust resources page.
7/19/23, 11:14 AM IPaC: Explore Location resources
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Facilities
National Wildlife Refuge lands
Any activity proposed on lands managed by the National Wildlife Refuge system must undergo a 'Compatibility Determination'
conducted by the Refuge. Please contact the individual Refuges to discuss any questions or concerns.
There are no refuge lands at this location.
Fish hatcheries
There are no sh hatcheries at this location.
Wetlands in the National Wetlands Inventory (NWI)
Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section 404 of the Clean Water Act, or
other State/Federal statutes.
For more information please contact the Regulatory Program of the local U.S. Army Corps of Engineers District.
Please note that the NWI data being shown may be out of date. We are currently working to update our NWI data set. We
recommend you verify these results with a site visit to determine the actual extent of wetlands on site.
This location overlaps the following wetlands:
RIVERINE
R3UBH
7/19/23, 11:14 AM IPaC: Explore Location resources
https://ipac.ecosphere.fws.gov/location/XQ3RPBLOHBFZDGQEY3U6GP55SE/resources 18/18
NOTE: This initial screening does not replace an on-site delineation to determine whether wetlands occur. Additional
information on the NWI data is provided below.
Data limitations
The Service's objective of mapping wetlands and deepwater habitats is to produce reconnaissance level information on the location, type and size
of these resources. The maps are prepared from the analysis of high altitude imagery. Wetlands are identied based on vegetation, visible
hydrology and geography. A margin of error is inherent in the use of imagery; thus, detailed on-the-ground inspection of any particular site may
result in revision of the wetland boundaries or classication established through image analysis.
The accuracy of image interpretation depends on the quality of the imagery, the experience of the image analysts, the amount and quality of the
collateral data and the amount of ground truth verication work conducted. Metadata should be consulted to determine the date of the source
imagery used and any mapping problems.
Wetlands or other mapped features may have changed since the date of the imagery or eld work. There may be occasional dierences in polygon
boundaries or classications between the information depicted on the map and the actual conditions on site.
Data exclusions
Certain wetland habitats are excluded from the National mapping program because of the limitations of aerial imagery as the primary data source
used to detect wetlands. These habitats include seagrasses or submerged aquatic vegetation that are found in the intertidal and subtidal zones of
estuaries and nearshore coastal waters. Some deepwater reef communities (coral or tubercid worm reefs) have also been excluded from the
inventory. These habitats, because of their depth, go undetected by aerial imagery.
Data precautions
Federal, state, and local regulatory agencies with jurisdiction over wetlands may dene and describe wetlands in a dierent manner than that used
in this inventory. There is no attempt, in either the design or products of this inventory, to dene the limits of proprietary jurisdiction of any
Federal, state, or local government or to establish the geographical scope of the regulatory programs of government agencies. Persons intending
to engage in activities involving modications within or adjacent to wetland areas should seek the advice of appropriate Federal, state, or local
agencies concerning specied agency regulatory programs and proprietary jurisdictions that may aect such activities.
A full description for each wetland code can be found at the National Wetlands Inventory website
Site ID:
EVENT:
Report Date: Local Sponsor Name:
Investigator(s):
Obtain and transmit digital photos of the watershed impairment with this form.
LOCATION:
Location/Address: Drainage Name:
Longitude Decimal
Degrees
County:
Latitude Decimal
Degrees
BACKGROUND:
Describe the damage at this location as a consequence of the natural disaster event:
Describe the Watershed Impairment:
How does the watershed impairment currently impair the watershed’s hydrologic or ecological functions?
How does the watershed impairment currently create an imminent or immediate threat1 to life, property2, or health?
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?
Summarize what will be protected from damage by the proposed work:
Private Property:
Business Property:
Public Property, including public buildings, infrastructure and utilities:
1The 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.).
2Property 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.
EWP Field Data Report
Page 1 of 8 North Carolina Sept-2020
•creates a potential for loss of life.
•has interfered with access to a medical facility.
•impairment has interfered with normal operation of public infrastructure or public services.
•raises a public safety risk?
Are any special environmental circumstances likely to occur (or known to occur) at, or close to this location, such as:
EVENT:
RANKING:
What is likely to happen if the damage is left untreated?
Has any loss of life been caused by this watershed impairment?
Explain if and how this watershed impairment:
Present (P), Not Present (NP), May Potentially Have an Effect (MPHE)
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
Floodplain Management
Invasive Species
●Migratory Birds/Bald and Golden Eagle Protection Act
Natural Areas
Prime and Unique Farmlands
Riparian Area
Scenic Beauty
●Wetlands
●Wild and Scenic Rivers
NC Only- National Food Security Act (HEL/WC)
NC Only- Hazardous Materials
EWP Field Data Report
Page 2 of 8 North Carolina Sept-2020
SCREENING for PRELIMINARY EWP ELIGIBILITY
There has been an unusual event that h as caused watershed impairment (blockage or channel
migration)that is causing an immediate or imminent threat to life, public health, and
property including houses, buildings, structures, roads, utilities.
The threat to life and property significantly exceeds that which existed prior to the
impairment.
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
opposed to removing storm debris) at the exact location.
The damages are NOT considered typical O&M activities.
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
transportation facilities, utilities or similar facilities.
The site is NOT on Federal Land.
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.
EWP Field Data Report
Page 3 of 8 North Carolina Sept-2020
SKETCH of DAMAGE:
Engineering Cost Estimate for Repair Measures
Description of Proposed Recovery Measure (including mitigation measures)
Practices/Components Estimated Qty. Units
Description of Alternative Recovery Measure (including mitigation measures)
Practices/Components Estimated Qty. Units
Calculated Cost
EWP Field Data Report
Page 4 of 8 North Carolina Sept-2020
Unit Cost
Unit Cost Calculated Cost
Proposed Recovery Measure Total Costs (including mitigation measures):
Alternative Recovery Measure Total Costs (including mitigation measures):
Description of Picture 1:
Description of Picture 2:
EWP Field Data Report
Page 5 of 8 North Carolina Sept-2020
Description of Picture 3:
Description of Picture 4:
EWP Field Data Report
Page 6 of 8 North Carolina Sept-2020
Description of Picture 5:
Description of Picture 6:
EWP Field Data Report
Page 7 of 8 North Carolina Sept-2020
Description of Picture 7:
Description of Picture 8:
EWP Field Data Report
Page 8 of 8 North Carolina Sept-2020
_______________________________________________________________________________________________________________________________________________________
7 Samuel Ashe Drive, Asheville, NC 28805 | 919-600-4790 | [e-mail]
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.
AGENT AUTHORIZATION FORM
Project Name: ____________________________________________________________
Project Address/Location: ______________________________________________________
______________________________________________________
The undersigned is the
Property Owner Assigned
Representative
Easement
Holder
Right-Of-
Way Holder Lease Holder
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: ____________________________________
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 sabilization/restoration project.
1
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
-82.39995
Bee Tree
Creek
9780-93-9430
9790-14-5905
Robertson and
Dumont
35.63167
-82.41036
Bee Tree
Creek 9780-62-8206
Samantha
Howard
35.63705
-82.39934
Bee Tree
Creek 9790-04-1027
Steve Harris 35.63128
-82.40588
Bee Tree
Creek 9780-81-0827
Peter Smith 35.63243
-82.40294
Bee Tree
Creek 9780-82-8238
Curtis Wright 35.52064
-82.40358 Cane Creek 9686-71-4595
Roscoe Lyle 35.47614
-82.47623
Merrill Cove
Creek 9664-56-5257
Susan
Chatoney
35.54251
-82.76145
UT Hominy
Creek 8687-13-2660
Webb Bridge 35.53447
-82.73677
Hominy
Creek
8686-89-4630
8687-80-7590
8687-80-3577
Cynthia
Waddell
35.53591
-82.74278
Hominy
Creek 8687-70-0689
Beverly-
Greens-Reeves
35.53299
-82.7311
Hominy
Creek
8697-21-1727
8696-09-3669
8697-20-8984
8697-31-3090
Center for
Spiritual
Living
35.56290
-82.60926
Hominy
Creek 9627-69-9577
Lloyd-Ball 35.5265
-82.6654
UT Bill
Moore
Creek
9606-96-6612
9606-96-7660
Dwayne
Roberson
35.54859
-82.65160
Moore
Creek 9617-44-1765
Big Ivy
Community
Center
35.76092
-82.43113
Dillingham
Creek 9784-29-5148
Billie Redmon 35.64489
-82.51538
UT
Beaverdam
Creek
9750-58-7200
9750-58-8002
Tim Banks 35.75582
-82.38672
Dillingham
Creek 9794-57-4192
Meg Cooper 35.70157
-82.64809
Whitter
Branch 9713-70-1073
Christine
Golkwski
35.614
-82.722
UT
Newfound
Creek
8699-39-6526
Nelson-Shook 35.62620
-82.65980 Dix Creek 9710-23-8225
9710-23-8225
Gavin
McCully
35.69136
-82.76664
Sandymush
Creek 8782-26-3198
2
Neil Woody 35.67900
-82.71188
South
Turkey
Creek
8792-72-5038
Sharon Dubuc 35.63687
-82.83274
Willow
Creek 8760-18-2728
Wells-
Worden-
Mallard
35.68570
-82.71781
North
Turkey
Creek
8792-65-2442
8792-54-9452
8792-65-4672
Vickie Rogers 35.64217
-82.75209
South
Turkey
Creek
8780-69-1980
Goddard-
Costner
35.51848
-82.68729
Beaverdam
Creek
9606-33-0730
9606-23-9556
Valerie Allen 35.50496
-82.71364
South
Hominy
Creek
8695-49-7519
Brad Martin 35.48983
-82.74151
South
Hominy
Creek &
Warren
Creek
8586-64-5168
8685-54-9341
8685-54-5410
Israel-Haley 35.50017
-82.7302
South
Hominy
Creek
8685-97-9832
8695-07-0636
Clyde Fox 35.63286
-82.31549 Flat Creek 0710-41-9697
Betty Doll 35.58823
-82.46635
Swannanoa
River 9668-95-6701