20240232 Ver 1_Site Information Photos and Figures_20240205

7 Samuel Ashe Drive, Asheville, NC 28805 1 919-600-4790 1 [e-mail]
AGENT AUTHORIZATION FORM
Project Name: Carroll -Harris -Mandell Tract Webb Creek
Project Address/Location: Along Webb Creek at 1025 Deitz Cable Rd; Tract A Old
Hwy 64 W; 3130 Old Hwy 64 W, Warne, Clay Co., NC
The undersigned is the
Property Owner ✓
Assigned
Representative
0
Easement
Holder 11
Right -Of -
Way Holder
Lease Holder
�E
and will be the applicant on the request for permit(s) and/or jurisdictional determination. I
hereby authorize Jennings Environmental PLLC to act on my behalf and take all actions
necessary for the processing, issuance, and acceptance of the permit or certification and any
and all standard and special conditions attached. Additionally, I authorize the representative(s)
of the permitting agency(s) to enter the property for the purpose of conducting activities
associated with verification of the request for permit(s) and/or jurisdictional determination. I
hereby certify that the information submitted in this document is true and accurate to the best
of our knowledge.
Name:
Company Name
(if applicable):
Mailing Address
Phone Number:
Email Address:
Signature:
Date:
Debbie Dodson
■ itzmvii I l•Sa l I FIR l l! ['Las l I l
I4•Dl Wit- I Lei lR r ■ :t•r lR R►1. l l�1
rwnezi•na+rna���►►•��ii�i•
[e-mail]
4/11/23
Check if applicable
❑✓ The property owner has executed a binding agreement with the Natural Resources Conservation
Service (NRCS) for this stream/wetland restoration project. The above is the assigned representative
for the NRCS and is authorized to act on behalf of the NRCS and the property owner through a signed
mutual agreement for the stream sabiIization/restoration project.
Jennings Environmental PLLC is licensed with the North Carolina Board of Examiners for Engineers and Surveyors and is
authorized to practice engineering under the provisions of Chapter 89C and 55B of the General Statutes of North Carolina.
License Number P-1932.

Parcels 2023: MANDELL JAMES N & MARY B
ParcelNumber
544900145399
Land Units
3.02
Land Type
AC
Namel
MANDELL JAMES N & MARY B
Name2
Addressl
1025 DEITZ CABLE RD
Address2
City
WARNE
State
NC
ZipCode
28909
Parcels 2023: CARROLL JON G & MELLISA B
ParcelNumber 544900138846
Land Units
10.48
Land Type
AC
Namel
CARROLL JON G & MELLISA B
Name2
Addressl
3130 OLD HWY 64 W
Address2
City
WARNE
State
NC
ZipCode
28909-8728
Parcels 2023: HARRIS DONALD KELLEY
ParcelNumber 544900146122
Land Units
3.24
Land Type
AC
Namel
HARRIS DONALD KELLEY
Name2
HARRIS VICKIE LYNN
Addressl
2926 OLD HWY 64 W
Address2
City
HAYESVILLE
State
NC
Description
TRACT A OLD HWY 64
911 / Location
OLD HWY 64 W

Parcel 5399
4/3/2023, 3:12:36 PM
Misc Lines 2023
- Original Lot Line
WATER
Symbols_2023
0 Parcels_2023
k ►
y,
1:2,257
0 0.02 0.04
0 0.03 0.07
NC CGIA, Maxar, Microsoft
0.08 mi
0.13 km
ArcGIS Web AppBuilder
NC CGIA, Maxar, Microsoft i

Parcel 5399
4/3/2023, 3:15:13 PM
Misc Lines 2023
" Original Lot Line
WATER
Symbols_2023
0 Parcels_2023
1:2,257
0 0.02 0.04
0 0.03 0.07
NC CGIA, Maxar, Microsoft
0.08 mi
0.13 km
ArcGIS Web AppBuilder
NC CGIA, Maxar, Microsoft i

Parcel 6122
4/3/2023, 3:16:18 PM
Misc Lines 2023
" Original Lot Line
WATER
Symbols_2023
0 Parcels_2023
1:2,257
0 0.02 0.04
0 0.03 0.07
NC CGIA, Maxar, Microsoft
0.08 mi
0.13 km
ArcGIS Web AppBuilder
NC CGIA, Maxar, Microsoft i

Parcel 8846
4/3/2023, 3:17:52 PM
Misc_Lines_2023
1:2,257
0 0.02 0.04 0.08 m i
Original Lot Line
WATER
0 0.03 0.07 0.13 km
Symbols_2023
NC CGIA, Maxar, Microsoft
0 Parcels_2023
ArcGIS Web AppBuilder
NC CGIA, Maxar, Microsoft i

44
"Its- e.,

4
j r
'eve. I
AT
4t
^r}� S ���� r 3 •• yy /r
"
A t
mot. - r'.'k � , alb s�'4 "` M'.e, ^x� �.•"� ' M8• - � =_. i' �'���i..7�
y
1 a'
vw,
ilk
.14
r + _
.ram w ,Yi ' + i� ! _.•, 77
r � 4
L
is ;'✓W'9� t .. .:'^`qj�� ; •r. - - -
r
.�u
i
i
n G
• � :. t n♦ R k 4i
�,
n
s �
s �^4.F-14
r
—.
w rr 6
e

1
� rrxi
hmilk
-n
M
*5' `�%,� .. a .- 4144•yt,, M.,. ry +'� is

ok Iw r �/ r
�-,s�r •�, � w �'��IC �4 y,� �v �"�. w 1 i� � h:J � 4YN• �� x 1
v
Jam}« • fit) 1 .y�
S P� 8 a r k I .I �'. ee.. Y. ,rr i� •FI^A!i7' 1� .5' y.
_"� }'� \1' ` 2 �. T .1•+a'.ti (�� ,yy:. .off 4�i
��'° i � � n.+� ;x q�i'�y,, i _� !, may' ,��• ..,,� __ .. � , � �i
. 1!
wt
f
rc 1
^
_J
owl
d"'3
' •,w y +.� �''� •+r t ,n�,yob 1, •yyA� �' F�i„�g����iY`,�•1 ?�w"4L� � T„�,• �'..,� b ti , iJc -
AV1,AVA
11 I
m
'IV I�
ir
A' F P 'w " • �y C 1
7
.x � z
rig s *iA �.�

"AL. 4

0
CC
r
4t
1 a
Alt
dt
Y
�m
c
wil
w

ek
IL
I0
4" A, .4Z,

-W-
lo;e
0

USGS 7.5 Minute Quad
d ,
M1
Xe
1 � l O Jf
—
�Y�Y a
ar >
m
fT—
t� r
T
iw-
r
Shady Cr^ve Ch'
a
-0
A� elk
fff 1 r
r 'b
T I00 i,
06
40
00
l'
.'
' 3
A
c„✓ -
7/20/2023, 1:53:28 PM
1:18,056
0 0.13 0.25 0.5 mi
0 0.2 0.4 0.8 km
Copyright:© 2013 National Geographic Society, i-cubed
USGS
2021 USGS

USGS Hydrography Dataset
Moodv Cogre
*-
-
7/20/2023, 1:56:07 PM
1:2,257
0 0.01 0.03 0.06 mi
0 0.03 0.05 0.1 km
State of North Carolina DOT, Tennessee STS GIS, Esri, HERE, Garmin,
INCREMENT P, USGS, EPA, USDA, USGS TNM — National Hydrography
Dataset. Data Refreshed July, 2023.
USGS
2021 USGS

LiDAR Hillshade
S% Sh1(
p; E
9
al�� �
r
g�1i���`6 �J1 %io,lAt. r
owq,,00
ow"
7/20/2023, 1:57:54 PM
ME
1:2,257
0 0.01 0.03 0.06 mi
0 0.03 0.05 0.1 km
State of North Carolina DOT, Tennessee STS GIS, Esri, HERE, Garmin,
INCREMENT P, USGS, EPA, USDA, USGS National Map 3D Elevation
Program (3DEP). May 16, 2023.
USGS
2021 USGS

LiDAR Slope
7/20/2023, 1:59:55 PM 1:2,257
0 0.01 0.03 0.06 mi
0 0.03 0.05 0.1 km
State of North Carolina DOT, Tennessee STS GIS, Esri, HERE, Garmin,
INCREMENT P, USGS, EPA, USDA, USGS National Map 3D Elevation
Program (3DEP). May 16, 2023.
USGS
2021 USGS

Stream Stats Report
Region ID: NC
Workspace ID: N C20220120222535BBB000
Clicked Point (Latitude, Longitude): 35.00914,-83.87291
Time: 202 2-01-2 O 17:2 5:5 B -O 5 O O
\ �
: � y
3D ^y,�
g �
(01A Ru
. .f
. �
Basin Chamderstc
Parameter
. �
e 2
:0y .
$�«%?
^ ««
Code
Parameter Description
Value
Unit
D R N A R E A
area that drains to a point on a stream
0.96
square
miles
PCTREG]
Percentage of drainage area located in Region]
- Piedmont /
O
percent
Ridge and Valley
PCTREG2
Percentage of drainage area located in Region 2-Blue
Ridge
100
percent
PCTREG]
Percentage of drainage area located in Region S
- Sandhills
O
percent
PCTREG4
Percentage of drainage area located in Region 4-Coastal
O
percent
Plains

Parameter
Code Parameter Description
PCTREG5 Percentage of drainage area located in Region 5 - Lower
Tifton Uplands
Peak -Flow Statistics Parameters [Peak Southeast US over 1 sgmi 2009 5158]
Parameter Code Parameter Name
DRNAREA
Drainage Area
PCTREG1
Percent Area in
Region 1
PCTREG2
Percent Area in
Region 2
PCTREG3
Percent Area in
Region 3
PCTREG4
Percent Area in
Region 4
PCTREG5
Percent Area in
Region 5
Value Unit
0 percent
Value Units Min Limit Max Limit
0.96
square miles
1
9000
0
percent
0
100
100
percent
0
100
0
percent
0
100
0
percent
0
100
0
percent
0
100
Peak -Flow Statistics Disclaimers [Peak Southeast US over 1 sgmi 2009 51581
One or more of the parameters is outside the suggested range. Estimates were extrapolated with
unknown errors
Peak -Flow Statistics Flow Report [Peak Southeast US over 1 sgmi 2009 51581
Statistic
Value
Unit
50-percent AEP flood
106
ft"3/s
20-percent AEP flood
203
ft"3/s
10-percent AEP flood
280
ft"3/s
4-percent AEP flood
387
ft"3/s
2-percent AEP flood
465
ft"3/s
1-percent AEP flood
559
ft"3/s
0.5-percent AEP flood
642
ft"3/s
0.2-percent AEP flood
772
ft"3/s
Peak -Flow Statistics Citations
Weaver, J.C., Feaster, T.D., and Gotvald, A.J.,2009, Magnitude and frequency of rural floods
in the Southeastern United States, through 2006—Volume 2, North Carolina: U.S. Geological

Survey Scientific Investigations Report 2009-5158, 111 p.
(http://pubs.usgs.gov/sir/2009/5158/)
Bankfull Statistics Parameters [Appalachian Highlands D Bieger 2015]
Parameter Code Parameter Name Value Units Min Limit Max Limit
DRNAREA Drainage Area 0.96 square miles 0.07722 940.1535
Bankfull Statistics Parameters [Blue Ridge P Bieger 20151
Parameter Code Parameter Name
DRNAREA Drainage Area
Bankfull Statistics Parameters [USA Bieger 2015]
Parameter Code Parameter Name
DRNAREA Drainage Area
Value Units
0.96 square miles
Value Units
0.96 square miles
Bankfull Statistics Flow Report [Appalachian Highlands D Bieger 2015]
Min Limit Max Limit
5.459454 125.999874
Min Limit Max Limit
0.07722 59927.7393
Statistic Value Unit
Bieger_D_channel_width 14.9 ft
Bieger_D_channel_depth 1.11 ft
Bieger_D_channel_cross_sectional_area 16.8 ft"2
Bankfull Statistics Disclaimers [Blue Ridge P Bieger 20151
One or more of the parameters is outside the suggested range. Estimates were extrapolated with
unknown errors
Bankfull Statistics Flow Report [Blue Ridge P Bieger 20151
Statistic Value Unit
Bieger_P_channel_width 17.6 ft
Bieger_P_channel_depth 1.09 ft
Bieger_P_channel_cross_sectional_area 19.9 ft"2
Bankfull Statistics Flow Report [USA Bieger 2015]
Statistic Value Unit

Statistic Value Unit
Bieger_USA_channeI_width 12.2 ft
Bieger_USA_channel_depth 1.2 ft
Bieger_USA_channeI_cross_sectional-area 16.7 ft"2
Bankfull Statistics Flow Report [Area -Averaged]
Statistic
Value
Unit
Bieger_D_channel_width
14.9
ft
Bieger_D_channel_depth
1.11
ft
Bieger_D_channel_cross_sectional_area
16.8
ft"2
Bieger_P_channel-width
17.6
ft
Bieger_P_channel-depth
1.09
ft
Bieger_P_channel_cross_sectional-area
19.9
ft"2
Bieger_USA_channeI_width
12.2
ft
Bieger_USA_channel_depth
1.2
ft
Bieger_USA_channeI_cross_sectional-area
16.7
ft"2
Bankfull Statistics Citations
Bieger, Katrin; Rathjens, Hendrik; Allen, Peter M.; and Arnold, Jeffrey G.,2015, Development
and Evaluation of Bankfull Hydraulic Geometry Relationships for the Physiographic Regions
of the United States, Publications from USDA-ARS / UNL Faculty, 17p.
(https://digitalcommons.uni.edu/usdaarsfacpub/1515?
utm_source=digitalcommons.unl.edu%2Fusdaarsfacpub%2F1515&utm_medium=PDF&utm_carr
USGS Data Disclaimer: Unless otherwise stated, all data, metadata and related materials are considered to satisfy the quality
standards relative to the purpose for which the data were collected. Although these data and associated metadata have
been reviewed for accuracy and completeness and approved for release by the U.S. Geological Survey (USGS), no warranty
expressed or implied is made regarding the display or utility of the data for other purposes, nor on all computer systems, nor
shall the act of distribution constitute any such warranty.
USGS Software Disclaimer: This software has been approved for release by the U.S. Geological Survey (USGS). Although the
software has been subjected to rigorous 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.

USDA United States
Department of
Agriculture
N RCS
Natural
Resources
Conservation
Service
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
Clay County,
North Carolina
Carroll -Harris -Mandell Tract
Webb Creek
July 20, 2023

Preface
Soil surveys contain information that affects land use planning in survey areas.
They highlight soil limitations that affect various land uses and provide information
about the properties of the soils in the survey areas. Soil surveys are designed for
many different users, including farmers, ranchers, foresters, agronomists, urban
planners, community officials, engineers, developers, builders, and home buyers.
Also, conservationists, teachers, students, and specialists in recreation, waste
disposal, and pollution control can use the surveys to help them understand,
protect, or enhance the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil
properties that are used in making various land use or land treatment decisions.
The information is intended to help the land users identify and reduce the effects of
soil limitations on various land uses. The landowner or user is responsible for
identifying and complying with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some
cases. Examples include soil quality assessments (http://www.nres.usda.gov/wps/
portal/nres/main/soils/health/) and certain conservation and engineering
applications. For more detailed information, contact your local USDA Service Center
(https:Hoffices.sc.egov.usda.gov/locator/app?agency=nres) or your NRCS State Soil
Scientist (http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/?
cid=nres142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as
septic tank absorption fields. A high water table makes a soil poorly suited to
basements or underground installations.
The National Cooperative Soil Survey is a joint effort of the United States
Department of Agriculture and other Federal agencies, State agencies including the
Agricultural Experiment Stations, and local agencies. The Natural Resources
Conservation Service (NRCS) has leadership for the Federal part of the National
Cooperative Soil Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its
programs and activities on the basis of race, color, national origin, age, disability,
and where applicable, sex, marital status, familial status, parental status, religion,
sexual orientation, genetic information, political beliefs, reprisal, or because all or a
part of an individual's income is derived from any public assistance program. (Not
all prohibited bases apply to all programs.) Persons with disabilities who require

alternative means for communication of program information (Braille, large print,
audiotape, etc.) should contact USDA's TARGET Center at [phone] (voice
and TDD). To file a complaint of discrimination, write to USDA, Director, Office of
Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or
call [phone] (voice) or [phone] (TDD). USDA is an equal opportunity
provider and employer.

Contents

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.

237720
35° 0' 36" N Q,
bi
�i
tb
�i
�i
35° 0' 23" N
237720 237760 237800 237840 237880
Map Scale: 1:1,900 if printed on A portrait (8.5" x 11") sheet.
Meters
N 0 25 50 100 150
Feet
0 50 100 200 ?00
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
6
Custom Soil Resource Report
Soil Map
237760 2378M 237M 237880
237920 2379M
2379M 2379M
in
z3saao
Q 35° 0'36" N
�i
�i
�i
35° 0'23" N
in

N
O_
Q
N
y(n
7
m 0 a)
a)
U y m
a) N
m
u!
a)
I
a) -p
C `p
0_0
O_
U
O V p
(6
N
ON
U) 3,
a)
m i m 0
N
y y E
U)
E
N
O
C
CL
Z
m
E
a)
O
O_
if
N `' N a
a) m
(n
m
E
m
U) -0 O
a) y .
U
N
m C E
C m a)
d'
-5
a)
U)
C
E m y
L
U)
a) (7
O N a)
'O
Z
N
o N
in
a)
U E vi o
Q
3
y
O) a) p
O C==
Q
m
U) U
C d
a) p m
a) 70 y 3 m
Q
m O
U N
3
O
O
a)
O a) >
a)
Q 3 y
E
U w
m O w
0
s ao
m
C
c y m N
Q
m
cmi m a)
s
U
y
O
C p N
N
o Q
a)
m
o(D Q >+
0
U a)
E U)
N
a)
p
m C 0
O
a)
Z U)
p
rn
p= N m
E
>+
m
p 0 a)
7 U
>, i C p
+' O
>+
U)
O
E m
Z
N
C O L
O
a) 2
L '� O O
O�
C
O-
N m E N
-0 a)
m
O
(6
Q
U
U
Q
-0
3 J>
a) Q E O
C
—
>
U
a)
a) -O O O
(6
E
Q
m D a) 0
a)
m
Z E
Q Q U
o
a) Utl)
a)
m
a)
a)
0 N p
U)
m
E �_ H y
> °?
m
s 2
rn m
m
m a)
E
o p) (D �
>'
0-0--a
C y
O_ N >+
a) U m m 7
Mn '6
a) Q
y
._
T
O 76 m Q
O
U
C m N 0
a) N Ern
O a)
3 U
U °?
.J 3 C m M
U .O
Q m
'�
O
L C N E
Q m
U)
.30
C
E a) .c
N '6 y
N E
0— m
O C
E m� U
C a
O p U p ""
'6
O>
m CL 0
a)
m
N
O '6
y O
m
C (6
Q
a) 7
u) y
m U 'p
y U C
Q a)
7 >+
U a)
E O
y 0
O)
O 'Q a) C
p N
E
(6 N a) C m
m m
N a)
7 0
a)
O_ .� 6 a) V
m O y
N
—
— 0
N
N
a) E m
L
C O U
W E— U U)
a E
U> U
Q '6 Q m
H O
U U
U
O
N
O L
H U. U)
Q
y
d y
R O
Li U
R
L
L
Q
Q
>.
00
2 y a
0
-yo 0
L
d
Q
0 J N
CL
U)CL
a) .0. O
o M
O
� a
o O
U U>
Z
N L_ y
O U U
�
O
°
a)
S Z):E
R m
U
3 a Q
0
R
R
0
O
C
p
O
Z
W
N \
R
y +
R
K
Y.
F
m
W
J
y
a
a
pCL
y
o
o
)
w
o
a
o
a
N
y
Q
E
R
y
Q
a
o
a
O`
U
0
C
>
Q
C C a)
> >
Q Q R
fl Q
Q Q
w
fl >,
3 R
3 y
O `O
`o
O >
>
N
°
w o
(�
o W
(� ,
Q
_
a)
`o
0
O-
o
a R
R
R R w
LL 3
3
O T
`)
a
w > >
=
a R w o
E
coi
O
a)
o
Y o
U)
a
y d
Q
0
cn
0 0 c O
cn cn p m
4
m U
O
U (7 (7
N N R C
J J
V) O
a
O m
m U)
R a)
U) U)
O 0
in U)
O
U)
w
a
S
R ❑
}f R�p
■
y0 ❑
0 °
^ice
a.p`.w
!
o m �
�}
F9F1
00
i U)
Q
M
ro

Custom Soil Resource Report
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
FrA
French fine sandy loam, 0 to 3
percent slopes, frequently
flooded
2.5
100.0%
Totals for Area of Interest
2.5
100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They
generally are in small areas and could not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
are identified by a special symbol on the maps. If included in the database for a
given area, the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each. A few areas of minor
components may not have been observed, and consequently they are not
mentioned in the descriptions, especially where the pattern was so complex that it
was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
pure taxonomic classes but rather to separate the landscape into landforms or
landform segments that have similar use and management requirements. The
delineation of such segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, however,

Custom Soil Resource Report
onsite investigation is needed to define and locate the soils and miscellaneous
areas.
An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil
properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major
horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness,
salinity, degree of erosion, and other characteristics that affect their use. On the
basis of such differences, a soil series is divided into soil phases. Most of the areas
shown on the detailed soil maps are phases of soil series. The name of a soil phase
commonly indicates a feature that affects use or management. For example, Alpha
silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.
The pattern and proportion of the soils or miscellaneous areas are somewhat similar
in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present
or anticipated uses of the map units in the survey area, it was not considered
practical or necessary to map the soils or miscellaneous areas separately. The
pattern and relative proportion of the soils or miscellaneous areas are somewhat
similar. Alpha -Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion
of the soils or miscellaneous areas in a mapped area are not uniform. An area can
be made up of only one of the major soils or miscellaneous areas, or it can be made
up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.

Custom Soil Resource Report
Clay County, North Carolina
FrA—French fine sandy loam, 0 to 3 percent slopes, frequently flooded
Map Unit Setting
National map unit symbol. Ibld
Elevation: 1,200 to 2,000 feet
Mean annual precipitation: 45 to 70 inches
Mean annual air temperature: 46 to 57 degrees F
Frost -free period: 116 to 170 days
Farmland classification: Prime farmland if drained and either protected from flooding
or not frequently flooded during the growing season
Map Unit Composition
French, frequently flooded, and similar soils: 80 percent
Minor components: 5 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of French, Frequently 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: FrequentNone
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): 6w
Hydrologic Soil Group: B/D
Ecological site: F130BY011VVV - Hydric Floodplains
Hydric soil rating: No
Minor Components
Ela, undrained
Percent of map unit. 5 percent
Landform: Depressions on flood plains
10

Custom Soil Resource Report
Down -slope shape: Concave, linear
Across -slope shape: Concave
Hydric soil rating: Yes
11

References
American Association of State Highway and Transportation Officials (AASHTO).
2004. Standard specifications for transportation materials and methods of sampling
and testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife
Service FWS/OBS-79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric
soils in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service.
U.S. Department of Agriculture Handbook 18. http://www.nres.usda.gov/wps/portal/
n res/d eta i I/n ati o n a I/s o i Is/?cid = n res 142 p2_0 54262
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for
making and interpreting soil surveys. 2nd edition. Natural Resources Conservation
Service, U.S. Department of Agriculture Handbook 436. http://
www. nres. usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053577
Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http://
www. nres. usda.gov/wps/portal/nres/detail/national/soils/?cid=nres142p2_053580
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http://www.nres.usda.gov/wps/portal/nres/detail/soils/
home/?cid=nres142p2_053374
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www.nres.usda.gov/wps/portal/nres/
detail/national/landuse/rangepastu re/?cid=stelprdb1043084
12

Custom Soil Resource Report
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430-VI. http://www.nres.usda.gov/wps/portal/
n res/d eta i I/so i Is/scie ntists/?cid=n res 142 p2_054242
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States,
the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook
296. http://www.nres.usda.gov/wps/portal/nres/detail/national/soils/?
cid = n res 142 p2_05 3624
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210. http:H
www.nrcs.usda.gov/lnternet/FSE—DOCUMENTS/nrcsl 42p2_052290. pdf
13

4)
u
i
Ln =
-0
O
diL
rZ 4-
o
O
a
O
a1
Ou
�
Ln
C
4�
X
o
4�
_
c
o
4
o
Ln
0
o
-�
> o
W
0
m
LL
u
ro
aJ
vi
u
a)
O
1
d
N
>
b0
X
rz a)
Q
4�
bA
� L
0
•C:
U
4-J
�_
s
o
E
a
o
v o
-
.
W
au
v
�
-0
Ln ro
ra
O
L.
rb
�,
>
Q)
U i
U
O
V O
O
0
_
vi 0
�
U U
—
�
a)
b-0 "
0
o
0
N
L
rz
O
-L
.V)
Ln �
Q1 O
4-
N
aJ
L •�
O
0
"—
�
Q1 V)
V)
O
r6
b0
0
o Ln
CD
O
4
ra Vn
}'
-�
CU
�
aJ U
Q)
V
CU
v
u
c
�
ru
v
L/Iuq
—
u
Q
�
o
00
r6
� �>
�,
a)
V 1
>
�
. �
a1 -
u
O
(IJ
O
U
can
b.
bA �
>,
U)
>, vi
aj
O
o .
a�
a) .
(�
O
L
�
0
0
L
r ^
V /
O
+�
v
O
>'
�
C
is
u
U
a�
W
L
rz
cu
ai
a
0 u
-�rz�o
�
w
a)
'—
U
� �
(3)
0 °
ro
��
ro
r6
u
c�
N
O
L,
R
4-
��04-
v
d
s
o
c V)
LL
O Vl
4-_�
u
t >
� 0 0
}' u
O
L bjD Ln
u
u �
,-
O N O
U) U —
0- CU
LL Ln
cn a
a) �.
O 4� bjD r6
L O
O
u
O O O
Z V) Ln
o 50
^ C w
L O +--)
O
v
N
O
O
L
O
bODO
E
+�
N
O
bA
bA
QJ
u
u
v
a�
Ln
u
=
(o
�
O
�
O
O
O
u
O
u
4�
N
Q
O
a)
L
r6
L
U
N
u
—
5
CD-
rz
O
O
O
0
;_,
r6
5,
M
-0
�
O
O
O
�-_)
r6
L
Q)
=
O
0
O
O
+�
�
�
u
CU
ro
a)
0
L
L
O
Q
a)
,n
a)
Q
0
ro
L'
ro
4
u
Q)
E
O
7
7
L��
Q
O
Ln
ra
O-0
u
0
m
4�
L
o
J
V!�
r6
z
o
U
w
a
Z
°o
b�q
�
w
o
u
0

N
0
a�
x
v
a
Itz-
M
0
Q
h
a�
z
i L
co
N
�
�
00
Q
v
a
a
o)
o
a
00
QJ
d)
M
i1
�
l.J
v
co1
4,
o
°u,°
00
v)
U
o
Lr)
rz
z
N
p
0
—
Li
ai
w
w
00
00
__
_
CU
oN�O
ONTO
N
4000
C)
U
,
�
�
N
0
J
a

Q)
u
Q)
(n
��
>
C
E
T
'
(6
Q1
U
`~
.�
u
l 1
O>
L
U
CO
o
«
u
vi
Vl
O
aJ
�+
u
N
'o
++
aJ
n3
O
CL
m
w
-
u
C4
L
Ln
in
4-
>
u
E
u
O
N
_
O
�O
p
vt
C
T
Q1
-Q1
C
Ln
ut
QJ
O
OU
C
aJ
O
C
v
>
S
•�
.E'
ut
U
aJ
aJ
L
+�
n3
aJ
_
aJ
-0
0
aJ
O
0-
v,
'�
O
`_�
Q
T
L
-
C
Ln
a--'
u
aJ
a
u
-0
aJ
4,
u
L
O
O
�6
Ln
v,
_
a,
Q-
'^
Z3
.�
p
s
�'
�
C
p
`�
a,
�
a
a
Ln
EL
a
0
+-J
U
0-
u
bLo
O
o
Q-
aJ
-C�m
a)
-z
o
4
�
o
(u
aa)
�
aJ
p
C
v
u
O
O
U
E
O
U
aJ
aJ
m
aJ
C
N
0-m
-
n3
M
4-J
!6
0
f6
C
4-
C
>
C
O
Q1
O
aJ
QJ
bA
Ln
f6
C
O
aJ
Ln
aJ
C
O
4-
C
L
O
4-
L
a-
�
-Cai
ate--+
Q1
-C
a
O
Ln
' C
O
C
O
C
O
u
+�-'
O�
ut
aJ
C
u
0
0
0
+-
v
Q�1
(u
0-m��
`j4-
'�
O
L
C
L
�
a
co
a�J
Ln
CDL
-
p
-
�
aJ
u
.E
aJ
LA
u
pQ
p
�
a
C
M
�,
_
QJ
L
a
aJ
Q
a�J
aJ
u
Q
-
L
�,
4 ,
�
aJ
v'
Q
a,
N
o
v,
`~
m
O
O
4-
aJ
a)
u
N
u
bA
O
[A
°
�
`�
�'
�
t
E
IL
O
O
Ln
O
�aJ
LnaJa
—
C
v
V)
O
a
a
a
Ln
E
—,
.,
o
C
c
C
�_
�
w_
O
O
0
O
O
N
�
t6
C
Ln
b-0
u
>
a1
C
Z
-
vt
C
t6
-C
t6
4-
O
in
C
!6
O
a-"
T
aJ
Q
QJ
C
U
L
QJ
Q
aJ
L
aJ
C
m
U
w
Q\1
u
C
aT
O
E
O
C
u
LL
>,
LL
C
a-+
u
b.0
cn
O
4-
vt
m
b0
C
LA
r
T
4-aJ
v'
U
w
ai
r
C
C
O
Ln
E
-6
S
0_
OU
O
Q
L
~
a)
4
�
O
co
z
O
n�
Q
ru
C
a
0-ate+
C
v
Lr)1
T
�
ul
W
. —
E
QJ
C
-6
-
bA
ut
aJ
C
O
a
O
C
v
p
`OC�
��
aJ
O
O
�
QJ
U
Ln
a�
U
C
p
UC
O
'N
u
vl
O-
W
C
C
O
L
+�
UjaJ
J
u
O
O
S
a�
v
C
Q
Q1
Ln
0-
U
v
O+
U
ai
i
O
+�
O
_
C
Ln
u
u
J
+�
VC)
:3
u
�
4-
O
Q
O
-0-0
!1
w
U
vi
�teQ
i
O
O
ut
a-J
a-
V)
bA
O
O
m
U
O
�
U
•�
--
C
Q
bA
O
t6
O
C
in
C
4 '
4 '
O
O
u
QJ
C/1
ut
>,
r6
v
w
v
�
m
of
�
W
►^� /1
=
O
`�
Ln
aJ
>
'�
u
W
U
aJ
.�
E
-
a�
C
O
p
w
(U
rz
Cn
w
f6
aJ
J
C
U
L_
C
_
L
U
aJ
aJ
C
E
to
CO
Q
Z
C
Q
in
4
L
U
U
T
n3
v
Q
a>.J
aJ
LL
rz
a
aJ
-
coQ
�6
in
T
C
'-
C
4-+
C
p-
a
•-
U
a- J
U
,- j
VI_
L
w
Q
aJ
w
U
a1
C
r6
V
O
E
L
>,
O
aJ
,u
aJ
aJ
m
C.2=
_
>
Q
v
C
OL�f
E
�'
C
vi
u
O
uq
u
bA
u
ut
Ln
vl
ut
••
U
Q
O
U
U
Q
U
J
d
U
aJ
LL
U
QJ
QJ
C
>�
u
QJ
C
QJ
C/)
Q
w
O
Ou
�
O
E
0�
N
m
ul
J
Q
H
H
n3
v,
r6
l!1
N

aU
c
u
�6 +J
VI
a
4, v
Ln a O
a, Q
u LA
Q O
ut O 4�
�^ L/I Z
0 2' a
� c �
Vq O ,-
O u O
a u
u
M O O
Cl. O O
aj V
� Q1 l
L i
O
o
L.- Z
aJ E v_
° O > a
j 4- QJ i
v al Ln a
aa a0 Ln E
4-1n3� .�a'
v L 0
:3 u
+, 4-1 V1 L�--
m ii O
a, +-
i a �
4- c
Q Ln
Ln -
aJ a Q
u c a�
O 0
Q a
Vl a
In Z 4-J
v to a c
CU .0 -
bA + 4,
Vi
w a L 0
Q1 -0 a O
V) 4 +
4 V)
O
Lr)o m c
E
QLn
D a Q
O > L L
a
j Q
aJ M Q O
a (u b-0 Q E
0-M a O
N Ln u L Z Q
N � N
0
N
O
m
u
O
Vt
Ln
a�
u
n3
a
u
a
O
Q
a
Ln
a
u
a
Vl
b0
c
O
O
a
`A
ro
ro
� w �
v
bA b0A
Q � �
� c c
Un w w
w
Q
z
Ln
a
u
a
Cl
Vi
V,
0
� N
� m
ao
� v
a
v1 c Q
a �IQ) a Q
u - v
U,
v rLn
,
4
o
b-0 4
3
4-
0 vi
5� 0
L Q u (U
+�
aJ u Q
> O
>, Z ai �I
aj
j
v
a
QJ
O
0
c
Ln
a
0
0
aJ
a,
b.A
c
w
a
O
CL
0
a
a
a
u
O
v
Lnai
L
-
Q
C
Z
Vi
L
O
c
Vi
in
O
!E
dta
-
°
a
L
L
u
a
�
x
Q
Q
vVi Ln
Ln
v
h
a
4 - 't
,
Vl
4- Ln
to
m
Uf
m CDr6
O
Ca
Ln
to
c
-
>
c
r
N
L
Ull
a
4-1
O
LO
•Ln a
,-
L
'N a
ti
0
a
i,
tJ
a
u
Z
0 cua
aj
az
c Q
c 0ai _
ai
I
a 0-1
Q
m
u
-0 u
u
Ln
E
o
a°
4-
,
� �,
� L�,
u
p
vi
�
m
roO
00
O
m
O
!6
N
J
v
N
w
O
ut
r
O
.0
O
.0
m
~
a
�
0
O
L
~
.-� -
L Vl
~
a-'
•L VI
N
L
Q
a
0,
Q
I
�I
J
Z �I
Z �00
g
CU
°
-C
O
-
�:
z
�:

cn
cn
Q
�
�
X
Q
�
cn
w
cn
vi
aJ
u
a)
Cl
Vi
L
L
O
4-1 00
ro u)
U a)
QJ
O O_
j 0-1
Cn
Ln Q)
O
4-b0
aJ
C:
4� V)
-0
U
Ln
v
Vi
b,o
u Q)
C:
Q
u Q
p
z -C
Q
LLJ
:5
z
z
Ln
a)
u
a)
Cl
Vi
Ut
L
L
O
_ N
°4
aJ .� N
Ln a)
a) V
v
� � Q
a) Q
� U
O
QJ ro
Ln
4-1
Ln
v
L-- u N
O Q
^ z �I
0
m
vi
a)
u
a)
Q-
o
U'l
00
00
E
rn
L
Ln
a)
V
a-
0
4-
a)
�I-0
Q
�6
U
>
U
bOA
O
U
U
Ul
m
vi
O
O
Ln
a)
LnLn
E
_
Ln
>
L
QJ
t
o
L
U
z
�
(10'.
Ln
a)
u
a)
CL
Ut
4-
L
O
aj cn
4
0-
X
to vi
a)
Q
(L)
c Q
a) �I
�
-0 u
U
m
Ul a)
T
O
r
4� Ul
Q)
4�
r
Q
(n
m
a
V
u v
a--i
U
U
L
aj
>
U Q
W LLJ c
G
Q
-
O 4-1
Z -cI
� z
�
-C
O �

vi
aJ
a)
E
aJ
Ln
Q)
u
Q)
v a, Ln
aU a
cn to L
ru ru
c c
c
Ln w ii w
c
ow
a)
o bA
0 0
a �
a�
w N
a �
.. c
W
Ln
: O
ui E O
I) aU c a-J
u u p m
v a) u
V Cl ro O
o V)
4 4� —
o 0 a-J
aJ 4� 4--+
m0 a) c
4 rn = — m
ro 00 ru (Z C V)
O c rlj cry) +, �+
V)i V)
a.) aJ
a� aJ p -0 v
u c c Q �6
�
�I ai LnI Ln
vi v j LnW (� v U
v� � �
+� o c o u
p +o bA u
u - 4 U
I
C
W E 0 CpC 0 �_ O O
v W C � u a) `�
r w QJ v au >0-1 W �u, 7
ci Uv QI�- QJ
�Z Z
CJ a
Q U � U 0
0
N
ri
U)
( -, nn
b-O
m
LU
Ko
a�
O
>,
bA
c
Ln
QJ
E
Ln
aJ
b,p
m
aU
a
a)
0
aU
a,
0
2
c
0
m
u
0
T
4- Q1
m u
4-1
c 0
aU
in aU
(U u_
>
Q �
bO aJ
c N
Lf) -0
4J c
4
O
QJ .�
Lrl LL
v �
� v
(u o
4-1aJ
c �
Q1 4,
�O
U 4�
O :3
_0 O
O L
c u
aJ ro
aj
ru L
a1 aJ
L Ln
aJ m
aU
vi
c
bA
0
O
O
a�
bA
c
Ln
c
0
4-
Q1
c
n3
u
c
O
rz
E
0
c
O
a
c.

E
Ut
a--
Ln
L
0
U
Q
E
b4
C
N
E
E
O
b-0
C
O
O
ut
a
L
ul
m
a
FE
T
Ln
Li
a,-
4�1
4-
L
Ln
L
O
Ln
(U
L.
Ln
m
a
E
C
O
rz
>
a
Ln
C:
0
v
a
0
Z
a c
+Lo
C .a AW
•� Q
O C Q -O
je
b.0 i r6
O U �I
C u in
O 0 M 4-
Ln a +.,
V)
IJun
a
O -C r6
Q a
a Lo Q
Ln
Z u v
Q(Lj -0 ro
a un C v
(11
-Cp .O
H _r a--' O
}, C L
L, a O_
Z p Sz 4 L
rz
Q oo
Y r .0 c
O c a _
� � L c
z (' v
a O L
bA 4- C A
L
a a
O 4 c
M 4-
-0 p
a Q
(Z � H V7
Q a c
a 'L a
t a —
+- :
> s c
ut O
N
a a —
> ro
rz
O a
CLJQ u '�
rz ML 0
-1
E u Q
Lf o ai u M
Ln ro
c ai E
L NUn
a C 4-1
V) V u a
- a E
a) C 'p a
C L L
a = 00
� C L 0
a w J
CL c >,
� u
a L
v aai� a4 0
O u
L n vl U
4-= a J
r6 u bA C
r O ro o
c c a .
4-1
O L C r6
O u m E
L
a a __N:� w o
a o L C
H u — M
VI
C:
boo v
p
L 'U
�
!6
a
L
Q
4-3�
L
Ln
u L^
i^ c6
u0
u
O U
E
-1
p
a
_ c
O
L
>
4-- 4.1 p
u
:3
O
a a
L
p
>
}, O
a
L
Ln�
C
O
H
N
a
�-
a CLn
S
O
>
Ln
a
u
Y
a v
Ln a
u
M
Q Q
Q
O
�
a
`i
+-1
L
O
p
4--O+
O
�I
O Of
C
w I
�
v
Ln
4-1_
�
o
4-�
+
Z
t6 r6
O
+�
bA
_
4
V)
C
-0
41 V
•
M a
O
a
a Q_0
u V
o
O ut
4f bn
a
a N
o
_0
C:
c
C
—:3
c—
o
>
a
L
>
L a
m
(6
>
� L
L
C
°,
Q
c
�
�
c
O
'4-
4 -
C (/�
(6
'�
I
L 'Q
L.-
L
Q
Q'
a a
C
r6
u L
O
r6 S
a)
a
a +,
V
p
C a
>
: C
o- a
r6
t6 >,
E
r6
>O
Ln
4-1
am,
O
Q
4-1
4- a
O T
4-1
a
to
a
_ Ln
a
M
Ln -0
a
U
a
a
u
E
L
�
o
-c
o
`6 p
L
4-
m
r6
L
v
-C
u 4'
0C
-0 4-
O LZ
>
C
-
j,
C
v
N
•ai_ rC6
`�
Q
Q-
V
)
Vi
a >
Vi
)
M
>, L
b.0 OJJ
o
�
u
a
>,
C
O —
N V)
u
N
—
O
a
V 4-
V
a
O
LO
Q
C
�
_
Px
L
a"
u
O
bZ A)a
Q
Q
Ul a
U1 m
L
O
�
-0D
L
a
i �
<`•
V1
4o L
L
a s<
a
o
.—
U
C
i LiM
E
a L
W
bA
to
+'
a
0 73
O_ 0
�
W
C
0
V
V
o
`:I
m o
O
a
o
_�
C
Q
ai
u
rrz
u
_0
O u
m
L
O L
bq
Vi 4-
o
p
L
r
u
a
4- O
r6
r6 C
OV
O
o
u
>,
L
c
b0 >'
a
4'
4—J
3
a
o
p
V E
r6
'C
>
a �
L
r6
b.a
a
a Ci
v
CL
a0
C C)
-C
� u
`�
Q
{^1 /i
o
O
>,
btJ +�
4-
+�
c6 Q
t
L
�, u
V J�J
a
bbZ
¢ E �.
p

U
4, U
-0 O
C -0
(Z Ln
L/ ro
a) vi
u by
C V)
O vi N
U E
-J
o O
d O
a) >
w
U E
C
O O O
QJ
Ln aJ
O U r6
Q Q
E O
— Q
Q
4--)
pp � bCA
a- j C
E N
Q
U E
T L i
aJ
Z
v >
U O
00 -
T u ro
O vt
C
0 O
U +-j
ro
O 5
aJ bA
� r
o
0 0
O
� C Q
�
O Cl
u ro ro
� N
00 C O
Q to O
L.- 0
M L
ut O
C
O V)
C 4�
a)
M Clro
i >, 0
a) C r6 a)
u a = -0
C)
CY)
O
vi
C
bA
C
O
0
QJ
L
bA
C
C
O
au
C
cu
u
C
O
E
O
C
O
a
W
m�
C
E
C
rz
vi
V1
Q
L
vt
L
O
v1
u
Q
bA
C
N
E
E
C
b0
C
O
O
O
Ln
rz
a)
WE
T
C!1
ut
4-ji j
L
L
O
Ul
a)
L
ut
ro
a)
E
C
O
>
a)
ut
C
O
u
a)
C
O
z
C
0
76
Ln
a)
(U
v
4�
>,
c
O
ti
bo
v
C
a,
O
0
C
—
i^
Ln
4
>
�
o
-0
O
Q
a�
U
�
M
C
M
�
�
0
M
4+
C
O
O
u_
'--
O
U
-
a)
0
m
U
�
Ln
�_
0
C
Q1
O
E
o
4�
O
in
4�
>
S
v
E
>,
O
()
cn
`�
M
E
c
.—
o
O
—
Q
DO
�
o
C
o
j
-0
r6
0
O
O
O
•�
O
O
O
I
bA
O
E
-Q
+,
lu
o
C
i
C
M
i
Ln
4�
L
U
>
uXi
o
v
O
—
a)
O
�
o
Ln
N
-0
Ln
�
C
�
2
O
O
O
—
-0
4"
a
=
0
aJ
U
u
O
C
S
r6
aJ
�
m
a)
T
L
a)
4-J
u
�
ro
40
-O
u
to
W
+1
O
+,
cu
.�
O
to
L
Ln
bA
o
Q
>
u
E
4-J
Q
u
0
a)
i
0
Q)
>,
i
0
a)
>,
r6
r6
C
>,
O
T
C
v
O
4,
u
O
Ln
N
O
<
L
C
O
4—
•—
O
O
0
0
o
Q
N
.o
a)
-0
4
L
Q
0
O
C
M
ut
-0
O
4-
a)
a)
O
T
L
++
ru
YJYJ
CC—
O
�
E
Q
O
+,
O
O
'v
N
a-
y1
O
.V)
aJ
C
r6
_
�
—
v1
CL
a)
•Ln
r6
L
C
4,
C
LnC
C
O
O
4
'n
Ln
E
3
�_
'aj
u
L
O
O
i^
Q1
U
O
4.,
4�-1
a)
Q
W
4 -
.Ln
�:
N
�
C
O
—
0
-C
a)
ut
U
C
In
O
O
..
QJ
03
O
i
tin
c
03
a)
cu
U
ro
—
�
flo
O
o
m
m
r6
�,
o
H
U
T
bA
Q-
-
L
U
C
O
O
C
ru
u
4-
L
O
0-
0
4-
ro
L
bA
O �
4� a)
v, =
u
4,
r6 C
Q (1)
L
a) QJ
v ()
Ln
v o z
O
O v Lf)
4 — Q
In w
O O Ln
vi >% z
co `- o
a) 0 w
Q w
C o m
O a)
,Z; L
r6 +'
E
� a
E
C
aj Ln
U w
C U
w
O Lq M
> LU
ro Q'
4� d 4�
C IL u
a, O a)
E o
QJ Q
O- J L
E m
0 m >'
O C
a) of bA
> aJ
U 4- Q)
a) O -0
-0 U �
a) — M
= U 4-1
U 4- C
vi vi (L)
O — Ln
a J Q)
C CO Cl
O T a1
C
C O O
O T
u
Ln
4O 0 w
bA 2- E :E
L-- " Q1 Q
° E r z
L

ui
N
o
o
0
b0'0
N
ao
b
m
v
a
Q
Q
0
0
0
0
0
0
0
4-1
o
�n
}'
CDC:)
V)
Ln
V)
Ln
V)
V)
V)
(1)
W
(1)
W
a,
a,
v
L
L
m
m
m
m
m
m
m
U)
L/)
U)
U)
Ln
7
7
7
7
7
7
4
7
c
-c
c
-c
c
-c
c
�
c
4-
C:c
�
c
�
c
4-
O
0
O
0
0
0
O
ki
ki
v
ki
u
v
v
W
aJ
(L)
(Li
a)
a)
(L)
t
t
J
C:
c
c
c
c
c
c
W
a
�
W
0
�
W
aco
c
c
c
C:
c
co
Z3
Z3
Z
3
0
0
O
0
0
0
-C
0
-C
-C
-C
-C
-C
-C
Q
-C
b-o
ao
ao
ao
a.o
ao
tin
0
0
0
to
0
0
0
O
0
4
v
�
�
4-
U
U
U
O
U
U
U
N
U
m
m
m
0
00
v�
00
m
Ln
m
In
i
i
�
i
QJ
O
U
D
U
N
v
U
E
U
O
U
Q)
v
Ln
C
O
QJ
C
0
--
V)
r6
v
C
O
O
+-
C
O
�
c
O
C
C
U
v
U
b1J
U
u)
U
U
�
U
U
O>
C
m
u
C
N
f6
C
0O
C
Vl
C
—
�
C
�
C
O
0
0
Q1
O
—
0
�
0
'�
0
'r
O
O
--
Q
m
m
N
Q
O
O
_
a)
V
CL)V)
al
c
L
I
4—
v
V)
c
c
0
c
c
cO
0
0
0
0
�
0
0
U
U
U
D
U
U
C)U
U
o
o
-
o
o
o
o
p
14—
o
u
_
_D
L.-vi
Q
i
0
m
r6
(6
oo
c6
0
u
m
C6
�
o
oai
m
m
oo
m
oo
M
�
m
m
�
ro
Q
O
Q�
T
Q
>
Q
Q
Q
Q
O
N
�
Q
-C
-CI
E
H
O
Q)
�Eai
Y
m
U
U
w
Cl.
400 c.
. o
c.

0
V)
a
Ln
v,
C
Ln
a
ru
a
r6
C
C
ro
u
a)
,/�
a)
11l
C
N
to
U
txo
ro
O
>
N
to
O
0
Ln
t6
O
vi
'—
O
a
L
to
C)
L
QJ
—
O
>,
u
00 Ln-
Ln
N
L
a
-�e
-�e
r
M
L
�
Ln'
CD
0
NCU
aa)
N
bA
T
L
Q
r6
O
a
Q�_
a
o
>
o
L-
a-
N
ro
E�
aj
a
p
+�
o
4-
p
�
L
Ou
-
0
v
aJ
a
0
-0
U
Oa)
CU
E
O
a)
I I
ut
a
v
r6
+�
L.-p
a
N
a
4,
a
'n
a)N
rT6
Q
Q
N
r
U
a)
Q
O
a
E
a
i
m
Ln0
a
a
O
W
i
O
o
Ln
N
_a
cu
E
m
a—
Q
om—
.—
u
-C
4,
O
a
N
1
L
QJ
C
aJ
a
~
Ln
4 ,
v,
o
4--j
M
-0
—
L
U
bo
�
>
a
ai
a
=
L
a
a
o
bA
0
-ELna
CDL
tan
'0
E
L-
O
L
i
0
p
O
>
L
OJ
4--Ln
4-1X
u
O
u
4-J
O
r6
p
O
m
O
a
O
Q
M
M
a
C
0
0
�'
Q�
O0
n
a
�
N
QJ
0
ut
a
O
a
4
o
L
O
o
a
LL
a
0
Val
�Zl-
u
O
•�
a
O
O
_0
Q
r6
a
ut
M
a
L
p
O
.>
_
�'
>
a
v1
E
N
O
�J
LJ
Lri
aj
`�
u
u
O
dJ
W
O
�
�
>,
a
Q
O
0
+
0
o
Ln
v
r6
i0
L
--
-
m
ut
•�
L
•a
O
Q�J
)
a
.—
�
m
•—
a
�
bA
O
O
Q
O
O
a
>,
—
O
a
0-;6
O
4
vim',
u
L-
V)
L
Z)
a
0
+-
O
a
4 -+
O
H
�
0
4'
p
L
ro
a=
to
L
a
Z3
o
4-
O
a
a
ro
VI
m-0
Lno
a
rl-
u
a'
f
b.0
�
C
a
L
�
u
N
a
m
O
N
p
a
O�
W
�
p
0
Ov
n
i
4-
a)
.E
�
O
u
Q
Q
OOJ
-o
a
u
�
p
V)
�
O
�
r6
a
)
r--�
r6
a
�
�
O
U
m
a
C=
r6
Q
m
u
u
L
a
O
�J
a
i
U
O
r6
L
oo
0
0
i
u
-O
O
Q
`�
O
a
>>
�
O
L.L
Ln
. �^
O
u
u
Ln
0
A
N
a
n
r6
a
J
M
a
�
a
-
p
u
U1
a
�'
o
�'
a
T
u
u
v
O
aJ
aJ
°'
0
c
a
a
Q
a
>
o
c
L
v
Q-
-0
.�
a
ro
i
i
�
.-.
`.
Q
Ln
�
a
u
4—
}'
u
a
aa)
�'
tO
a�
(u
o
N
4�
1a
C
T
v
VI
>��
v
Q
T�
HaJ
a
0T
vTi
s
`T^
O
M
oo
�
CLa
a
c
o'
O
`�
O
sc
11O
O
�_0
O
a.
to
o
O
r6a
A
a
a
)
E
�
O~
O
a
a
M
L
~
`�
V,
Q
(�
c-
o
a
0
ou
a
�
u
o
C
�
+-'
t1oU
u
C
L
v,
�
O
O
O
a
O
ra
O
bA
.�
a
a
-C
>O
a
�_
a
0
u
Ln
C
3
H-0
M
H
Q�
H
u)
M
a.
Lu
C)L
0--r-
2
N
O
I I
Ln
N
O
Ln
O
O
0
[i
Ln
Ln
O
Q
M
rz
t
O
Ln
O
O
Ln
i
a
>
O
0
u
M
u
4,
uq
4,
2
Ln
fz aj
N o
0 u
bo V)
a a
C a
p V)
Q �
4
L/I 4--
V) 0
p
O
Q o--
4- -0
O C
T r6
a
c
a
O
Q 4-
a
4,
a�J N
a
L
41
a
L
a
O
L
O
ut
u
a
ut
0
E
O
T
L
a
O
L
CQ
C
ul
a
0
u
ut
a
u
c
a
Ln
a
O
T
0
Q
ut
a
a
ut
O
H
ii

O
O
v,
m
Ln
T
4�
L.-0
r
u
o
i
-
-
-
-
-
-
-
(,
a)
c
I--L
o
O-
vt
o
-1
a)
Ln
U
L
i--
Q
V)
Q
m
X
00
�
z
cvl
N
r
L
a.l
a)
v
zo
.
E
Q
V)
Q1
E
p0
'
�
p
X
(J
a)
.-VO
m
Ln
O
E
�
(U-
Ln
t
o
bA
-
-
-
-
-
-
Ln
>
a)
p
O
>
bA
-
a1
U
LLI
i
u
:0M
�
.�
v
m
vt
i
ro
V
vi
_0
4-
o
ro
Ln
>
Q)
+� -+
+
$
Q)
m
(a
a)
4
4
4
-
7
4
-
-0
v
CD-
ai
a)
L
..
—
+
+
+
—
—
o L
-
N
a)
U
c6-
4--
aj
L
4-
a u
u
ut
L
O
�'
T
°
aa))
>
p
Q)
r6
w a)
t6
o
:3
O
4 +
—_
u
O
4-�
-0
O
u
>
C
—
—
—
—
—
—
—
OJ
u
a)
QJ
L.-W
QJ
a)
>
�
to
O
—
—
—
—
—
—
—
E
0—p
in
%
a)
p
�
Q
—
—
—
—
—
—
—
L
Q)
C
C
O
>
a)
Ln
—
—
oft
—
—
—
Ln
p
c6
QJ
O
Q
C
OJ
�
O
L
(U—
E
>'
O
O
+�
N
p
Ln
Q
vi
N
a)
p
>O
O—
N
a)
-0
-0
a)
L/I
t
M
L
O
o
Q
4-+
a)
Ln
o
Ln
ru
O
_0
a)
ro
Ln
�
aJ
O
T
�
QJ
O
Q
O0
r6
L
C
O
rz
p
�
O
Q
OJ
QJ
�
>
m
U
W
m
QJ
O
.-.
>,
a)
cn
ro
a)
o
z
z
z
z
z
z
u
a
ro
z
Lna,
o
O
O
O
o
O
O
O
�'
Vl
L
ro
,�
aj
L
U
L
VI
i
U
L
r6
.-.
E
E
p�aj
4-
(D
L
aD
aU
Q
Q
(U
L
v
W
E
i_n
O
O
(
w
v
vl
v)
�, b4
O
b4
U,
A b4
�j
b4
T
b4
>
b4
u b4
P.
>1
O
T
>>
(6
C
C
C
C
C
>
C
t6
N C
p
p
O
>
N
a)
>>
°'
O
of
Z3
of
�'
�
of
N —
—_
L
+�
L.aj
LnL
L.
ru
u
�
w
O
U
i
U
U
U
U
"�
U
-6
OO U
M OJ
a 1
QJ
o
Z3
E
a
O U
N
U
L U
U
N
U
L
U
v
U
>
4-1
Z
a
N
N
.�
v,
no
Um
Um
w
m
o-
N

c
>�
E
_
_
,
s
N
v,
C
a
In
Q
u
O
_Q
O
p
a
T
Q1
Ull
a
L
Q
V)
N
Ln
o
>
E
c
_
_
u
a
Q
O
a
CO
C
_
a
m
.
V)
-
V)
ro
4-
�
L
E
Q
Q
V)
L
uq
a
,O
u
E
v
-
i
L
a
o
4-
U
(6
E
a
DL
O
—
Q
Q
E
Q
-
m
ro
a
E
L
—
bA
0
-C
Ln
-
E
V1
,
C
a
C
L
o
O
u
m
L
Q
aj
a
Ln
QJ
VI
-
u
E
o
i
u
-
m
a
a
®
-
Q
E
N
E
>,
>
O
m
a
a
.Ln
=
4-
N
E
E
,
O
o
—
E
C
a--+
p
a
0:
L
Q
E
a
a4-1
L
O
o
>
L
ra
a
4-
a
=
V)
L
4-'
a
a
>
a
,--,
>
—
m
O
-
C
C
w
N
bA
u
a
C
C
u
a
M
+'
>
a
-
E
cm
m
c
-
a
-0
o
p
Q
a
p
c
Q
E
L
=
Q
f6
-
a
E
Ln
,
—
m
N
'T
v
>,
Z3
E
c
>,
-
_
LnN
m
�
a
>
i1
u
u
�
+'
O
Ul
i
m
>
a
a
u
_
m
a
Q
c
L
4-
E
-0
v
-0
O
-
—
C
QJ
N
O
Q
O
L
c
4-1
m
O
a
i
a
a
j
m
L
a
E
u
u
c
Ln
CO
C
O
u
O
O
O
Ln
a
a
O
bA
c
>
�
+�
4'
>,
z
O
(IJ
O
a
O
Li
c
c
�L->
._
Q
a
a)a
O
U
O
.j2
+-+
C
a
4-
0
O
a
LnO
(U
+'
E
:E
zi a
E
a
?�
a
E
m
QLJ
N
V)
6
C
M>
E
p
a
M
Ln
o v
—
4-
Q
a
ca
00
H
Z
E
C:
W
Ln0
o C
a
.0
4-1c
L
r
L
a
+�
in u
vi
C
�
O
Y
—
U
0
ca
V)
U
E
-j
m
+
~
_
u
- M
M
Q
O
—
u
O
L
O
a
m
4-
O
3:
O
-
C
_0
E
Z
o
p
Yp(Z
��
O
p
u
a
-
L
Q L
-C
w
-0
ro
-
f6
a V)
+'
V)
C
O_
a
u�t
-
a
a
N
a
L
H L
a
O
>'
O
a
.
Z3>
V,
a)
2
E
o
E-E
E
a
U
a--�
>
Q
i
4-1
cn
g
a
Q
Y
O-0
a
b4
c
C
c
L
}
0-1
i
a
fp
r
e-,
Y
O
O
O
�
i
>
O
i
N
p O
+
r-
C
Q
�6
+-
c
,�
V_)
a
u
a
E
a
ai
O
E
a—�
Z
o
=
+-
O
4-
Q
ns
>+
cn
a.)
baA Z3
>
n3
_0
>
v
-0 �
_
a
+�
a
O
O-
u
C
-0
vl
N
O
a
Ul
a
O
bA
C
a
O
Q
O
E
C
c
L
Q
Q
O
Y a
5
c-
r
ut
V;
u
}
U
C I-->
a
L
Z
a
4,
�--
a
p
0
m
Q>,
'-
i
o
—
i
a
u
a
p
+�
C
Ln
},
L
p
O
_
ca
O
N
a
u
L
bA
U
_0 C
m
O
.a
a
C
a a
+,
C
L
ca
ca
O
>,
E
0)�
L
.2
0-
a)
-CE
C
(6
C
a;
4-1
O •�
—
r6
4'
�-1
4'
Vim)
N
a
O
�
C
LO
=
.+�
N
0- c
N
4-
-C
4-1
CLJ
4
_0
E
c
4
a
-0
cu
V)
-0
VI
a
VI
L
a
C
�
—
Q
-C
4-1
u
a
>
a
-
O-
>,
+
4-
V1
E
Q-0>N
o
b�
a
CD
O
p 4--�
C
O
�
C
Q
V)
I �6
4�
(6
L
4-1
a
a
4�
aj
m
a u
-0Ln
O
a
E
a
Ln
� c
a
�,
N
Q
y
L
a
M
o
-0 •N
m
Q
Q
_0
L
O_
�
Q
v)
Vl
r
L
>,
L
O
u_) c
a
u
>,
C
O
-C
4-
O
b.0
s
p
4�
v
a
M
E
O—
>,
�'
V)
a
7
c
;�_
OL u}
a
�,
a
_0
c
a
4—
O
-0
m
a
4�
O
V)
�
4-
>,
a
Q
u
E
c—
O
u
C�
E
p
.a
a
t6
L
O
—_
O-0
O
p
u
>> C
L
O
L
L
Vim)
)
4'
a
a
Vim)
rz
O
u
Q
p
4 C
Q
L
v
V
bA
O
-C
4•
.�
}
C
LJ
L
L
~
Q
Ou
V)
v
O
�
�
ns
ro >,
Q
in
a
L
b.0
L
-C
CL)u
a>
u
a
�
C
a
a
u
bq
V)
c
O
Vi
O
aO
—
ut
p
�caa
L
u
up
m
C
a
bA
L
N
0--oL
-'o
aCL
C
saQ
�
Z
O
>
�p
Q)
m
u
u
s
bo
>
4
(
Q
Q
a
i
O O
—
—
O
O
+O
'p
u
E
ca
Vt
-0
ut
ra
L
t6 o
b'
`-L
N
a
O
a
r
4-
L
b0
Q
L C
b4
C)
-C
u
OI
O
-0—
,a_>
=
L
-
E
a
a
ca
c
u
O
F-
c6
n3
n3
o
Q
Q
0
0
a
>,
a
bAbLO
4—
4
b
-C
a
"d
N

L
W
L
}-
V)
C
>�
C
C
a
u
L
O
bA
0
0
O
},
C
a
Q
bA
b-O
p �6
0
Ln
Qa
Ln
a%
O4-
4-1
E
Q-
-0
u
r
O
Q
Q
Ln
�
�
L
t6
c
N1C
p-0
a
u
0-
O
a
E:3
aj
v
C6
"
-0 4-
m
a
a
a
O
Nai
c
X
E
+-�
p
u
a
O
4
a-0
C
C
m
u
C
>'
Vt
�
L
a
i
t
C
O
ut
0,
O
Q
O
E
to
�
c-
a)+�
3
Q
C
call
bQ
p
ut
a
v
p
+-
s
+�
Ln
by
O
C
L
ut
J
a
C
C
O
O
L
N
0-
O
L
}1
L
C
>,
N
O
' j,
C bA
t6
L
C
O
.4-
--,
C:v
O
'Q
O
W
t6
�,
O
v_
ca
O
O
F
-0
14-
w
O
a
v
O
0-0
C
L
-1
L
a)
QJ
Ln
E
a
A
a
V
U
V
p
Ln
a
as
Lcp
+abcA
4
O
4-1
O
-0
a a
+
+,
L
a
C
E
+1
U
L
=
�
M
>,
`^p
c
c
a
E
a
o
Oo
�
� 4
o
4-1
<
bA
-1
O
C
O
M
�
VC
>
aQ
O
Ltil
V
a
4-
M
L -
p
_
CL
a
V)
-
v4,
t C
O
a
a.
u
C
O
O
E
-c
+1
a
Q
Vi
L
�
O
L
" -
C.
uO
>
m
O
O
4-
O
ai
�O-0
�C
4-1
bA
?>
•N
i
C
4-1
v
Ln
_
�
E
C
L-
O
a
p
C
C
O
!6
cp
L
a
m
C
a
w
a
U
a
p
E
�'
c
-E
a
a
L
4.1
a
�
Q
L�Q
QL
�
Cp
mCLO
Q
L--
0
L
r
0
O
a
`~
aU
.,O
La
O
M
i6
CacE>>r6
,
Vl
;
�
pVl
E
c
E
p
Op
o
c4-1
W
`L
wL
�a
oV,
pa
o
C
O
V)
Vl
C
O
Cl
C
O
J
a
U
C
(Z
L-
L-
u
�,4
_0
3L
a
t
�-
4"
"
L
a
U
a
°c
4-1
C m
E
4-
OL
CL)
a
C
(L)
U
L
O
O
a
Q
ro
+'
OCLJ
C O
�Q
4,b0
(Li
>
>
u C
L-2m
ut
C
C
"
_-LCLr__
O
Q
O
ro
� C
O
4-1
a
�O
c
V)
m
j
a
4-
m
O O
>aj
u
V)
V
Q
UL-
V,
E
o
o
�
+�
V,a
c>
o
a
a
7
m
M
�'
-E
to
�,
E
V)-
a
p
a
V,�
Q4C"
a
V
m
4-1_C4-1
Q
u
bO
aa
a
+--�
L.L
0,
C
ru
V1
a
s
4O
L
a
C
lJ
C
V,
C
U
Q
u
L
O
.>
E
i
c
V,
m
o
U
U
E
E
a
�
a
aJ
m C
L
t10
a
u
a
+
O
O
C
�
U
O
+-ut
p
ut
C
C
L
�'
O
v
r6
4
bn
of
L
m
a
>
4'
a
E
4.1
a
a
to
O
O
O
�aa=-
-
C
p
c6
�
o
4
b
a
L
�
4-1-,`-w
4-10
Q0
Vt
4-
Lnm
>L-
a
top
C
LbLA
CQ
/1
E
Q
U
Q
O
L a"
bQ
-�O
-
U
U
U
a
s
c
>
a
Q a
.�
I
>+
C
O
�
m
a
c
O
m
47
O
a
iO
E
L
a:E(Zb+-a
0-
+,
O
to
O
m
C
p
Q
J
E
u
L
c6
�
C
+-
C
u)
E
-0
ro
(Z
O
>,
L
U
a
U
C
a
O
Q
O
V)
O
-
Vt
a
p
O
a
C
�
u
U
4O
+i
p
C
M
V,
Of
>,
r
of
-
a
C
C
L
L
+�
E
to
-
u
C
L
A
p
U
a
r
M
�
Q
'�
-
Q
C
to
Ln
O
a
O+
>
--
>
L
C
Q
t�
y
v
C6
L
C-
C
a
V)
N
-
O
C
E
C
�
r6
O
a
C6
m
a
L
�
�o
a
�_
bLO
a)
E
:Ln
�
<
Ul
to
a
>
u
N
�
C:
m
m
o
O
C
O
C
a
a
Z
C
V
a
i
C
Q
L
d'
f
-
.-
i
�
ut
O
+,
O>
p
-0
O
L
a
-
Y
L
S
O
c
N
a
L
U
U
a
V,
-0
m
+�
4-
Q
C
U
p
Q
+J
V1
�
M
O
4'
U
U
p
ao
>
bn
L
Q-
O
a
>'
L
W
a
O
+�
�
a
U
s
*'
0]
2=
00
Z
�6
a-0
a
C
p
v
-
m
O
E
z
c
a
+,
i
u
ut
C
O
t
tLo
=
=
a
m
L
N
m
a
C
t
u
�'
N
(� 1
a�
o
°
a
4-�
u°
m V)
o

O
4.1
Vt
U
d
Vt
N
O
m
V
L.L
a
N
N
Vi
N
Vt
N
Q
v
ru
u
v
.o
O_
O
O
>,
N
>,
Vt
N
i
4-
O
4-
b,0
C
a
0
V)
C
O
4.1
O
N
a
Vt
C
v
a
C
a
w
V)
V)
O
>,
_
v
_T
i
OJ
0--0
bA
O
u �
O
N
E a"
O_ OJ
lo,�
O N
`�
O
r-
u
C
N L
N u
Qj
N
m
O L
�
f6
E
O
i
�
+� N
O
Ou
0
O O
Q1 4-
:3 N
Qj
N
Qj
O
LnL-
-r-
O
L }
�,
0
c
— 0)E
=
t6 (UQ
V)
7C
0
V)
L
O f6
N
Q1
bA L1
O
CL
r
Qj
Ln Q
Q
(JJ
_0O
LA
>
Q
E
Qj
Ln
m
Vt
O
Q�
O
U
a)>
N
'L
N
-0
r-
+
O
j
O
N
vi .�
Qj E
vi
N
C
Qj
(6
U
Q
Ln
L
O
N >
u
O
E
O
aj
y
�0
t ;6-
Ln
Ln
Qj u
0-
-0
0
O L
\6
C
0-C
to
aj N
L
��
E N
C
C
L.- �
O
O >
L p
M
.O
E C
u
LULU
_j
(Li
L
Q
—
Ln
+�
:�5
>
U v
CCLJ L
o
E
aj
.,
C
-
a
Ln
u
o O
�
4-
C
- u
m
T
Q
M
U
0- .�
o
0 E
N
-J
C
aj a-o
O
O
a�
L
p 0_
o
�pLl
f
C
T
C
OU
O
O
7
La) 4'
v
�
Vi
N
�6
>, >N
}'
U
bjD
C
lU/1
Qaj .O
C
m E
O
N
-
-
N
O
O U
u
N
_0
7
O
�
Ln
4.1
M
u O
+'
'_
O
u
a--'
C
_
bA
u L
O
�
O
O
1
CD
C
O
4-
_
x
u
Q-0
U
Q)
aj >,
QJ
=
CU
O O
�
i�
-C
t6 0
N
E
O
LnO
C
u
L
E
cu
C
LnU
�
Q
LO
+-+
-C
LL
L
rR
�
.—
u
O
bn 0
i
�
4 -�
L
�
a
�./
O
Vl
O
-0
a--�
C CU
>
�
L
^ 1
4,
Q
U
C
N O
N
4-Wj•�
11
U
a--+
S
O N
>-
QJ
V,O
-0
O
(LiCJ
0�
tO
E
!6
C
a--+
ri"
C6
>,
ai
tnJ1l
O
u
N
�
E
a
C
v
u
� E
v
>,
Lna)
`�
ru
ai
�
4-1
O
QJ
C
O
N
>,
(Uut
L
-c
E .o
�
E
E:
�
�V-+
Ln
Ln
L
-0
Ln
E C
L
a v
>
O
b-O
V_J
L
C0
L
Ln
L
o
0
Ln
_
Qi
l�
m Yo
O
4.1
O
Q
L
E aU
o
O
O
ao —�
v
E
L
v
c
L
o 0-
E
o
-
LO
Q)
_
Q
�+
>,
C
C
°
O
C 4-
L C
a,
Q
-0
W
- —
i--�
TZ
41
C6
dJ
-r
>,
O
° .o
E
�'
Q
4T
>
a�
L
r6
L
m
aJ 4
U
bo
o
>,
L
•—
_
�,
u
to
C o
E
o
U
4--i
U
(JJ LA
V1
Y
L
Qj
QJ
/1
QJ
Qj
N
L
c6
L
L
m
v
•�
I '
LL
Z
C
CO
• —
L.L
ao E
,
+�
a V,
-a
E
Q
U
�
F--

O
u
a
rz
a
U
O
O
z
�i O
0
4-1
O
txo
Ln O
a-
U
C
V)
ro
n l �
W �
E
Ln
rz
CO
rz
L
O
4�
4- 1 rz
C
zL
a
n , �
W
O
4-1 ro
Ln
CO Z
O
Ln
W a--)
U
rz
E
E
vi
a
a-1
4-1
4-1
vi
L
a
a
LL
a
m
+-1
L/1
a)
4-1
O
u
4-1
Ln
0
Ln
Maj
w
O
Q
OI
E
a
vi
rz
u
O
a
O
ru
bA
O
L
a
L
O
4-1
rz
bA
a
a
u
ro
C
O
u
a
V)
ro
a
C:
O
ru
E
i
O
a
O
E
O
a
a
Ln
m
Z
O
a)
Q
O
O
c
a
L
U
a
L
a)
a
4-
O
O
a
T
E
C
O
Ln
C
Z
a
4-
()
4-
O
a
Ln
a
a
aj
Ln
O
O
Ln
ro
a
O
a)
x
a
Z5
U
a
L
a)
C
E
a
a
O
Ln
a
Ln
Ln
Z5
Ln
a
L
Ln
a
O
C
a)
E
O
U
a
L
vi
O
a
b.0
O
O
O
a
4-1
Ln
v
>
O
O
O
m
u
O
Ln
H
T
z m
LLU
El
O
a
u
u
O
V)
E
L
a
4-J
a
O
a--+
O
rz
a
O
a
a
Ln
O
O
a
v
Q
a
O
O
Ln
()
O
a
a
v
Ln
rz
Ln
t
H
r�
O
a)
a)
O
L
Ln
ru
z
a)
C
O C
O O
O 4-'
E
O 4-J
0
C:
a
O
bA
E
0
u'
0
0
M
c-
a)
�
o
c
Ln-
a)
Ln
= �
L
4.1
u
so
v
o
4-
L
C
a
a
b
�
o
ro
ai
>
rZ
E
4-
�,
O
C
O
�
c
Ln
O
-0
C
o
a
v
a
'�
L
a
u
O
�n
u
�
a
-0CL
u�
-0L
a
To
ro
ro-0
E
LO
��
Q
Qjc
p
ra
Z3
a
O
��
EL
�Ln
�c
a
N
Qj
O
u
Y
O
���
4�
L
0c
C
O
O
_0
O
�6
u
a
�l
�j
z
a)
L
Ln
L
O
u
i
c6
a
a
O
L
a
E
o
s
a
C
a
L
zo
a
cu
+�
4�
-0
bLaA
rov
Ul
E
C
E
v
+'
a
C
bA
O
-
a
CLn
O
-0
O
M
�
u
a
O
o
Ln
y
Ln
v
O
o
aj
a
4-
Ln
4-
C
4
U
>
O
=
O
C
Q
.�
o
cn
u
s
aJ
c
ru �
bA
o
4--C
E
ra
7
+'
c
v
ra
u
a
E
o
.�
O>
L
-Ln
a
Ln
4-
a
o
-0
L
O
(n
a
+�
M
-C
C
-
L
a
L
ru
Q
c
vi
E
S
m
CL
-0
a
-0
-j
a
E
C
aJ
o
c
c
o
-
.c
o
o
to
o
a
bA
41
}
L
E
c
c
c_aj
�„
Im
E
a
>,
N
�
O
E
O
c6
a
C
o
aJ
_C
c
E
+�
o-
a
�-C
a
cm
Q
Li
E
pvi
+
n3
"'
aj
a
o
E
-0
c
L
a
✓,
rz
i
to
Q
`0
O
�6
ru
4
u
o
ON
c
L
'a)
u
�
O
L
a
v
ra
Ln
L
o
Ln
a
a
a
o
C
U
z
N
L
QJ
u
a
m
O
+�
2
1
O
L
Ln
a
Ou
m
>
:3
i
.-
-0

a) i
u o V) tin
Z5 N :
v a) 4-
Ln O = m O u
�
N Or � C � O
E c f6 O L
O O
o O Q)
L C p +.1
Ln C 4.1
4.1 � V)
C f6 x -Ln
ai �
_ a) C a) a1
M C a 'U -0
Ln -0 a) N O LL
CD
t6 a) L a)
>, � QJ c6 " a)
a) 4.1 C o a) .2 a
bA -L C +�
a) Q a) '>
a) C LO E o
+� L 4-1
.0 vi
-C `~ a) C6 L
L O o > u
!6 � � O Ln
O o di a) O .0 u
vi a) — Ln > ate)
C L E
Q) a) �
o (6 L � E r
4-1 O 4--
u a) " -Cra
L -l-C � C O
C u Q
a) 4O o L Ln-C- 4-1 -0 to
O a) Z a) L C
L C o O O
Ln > O >, QJ C aa)) � u
v
+O a)> L
>, > a1 cn
S O m C �'
LnE Ln .
E aJ v, �E O
-0 4-1 WC
bA b 0 C �6 O o +� a)
O a) � a) 'L
Q E >, v 3 0
bA -0E -0O
C Z3 0U 4� 00
_0 a) p 4- Q
Q L V >O Q Q C
O a) a) O L
aj a C
E a) L Q) O o b4 vl
V) 4- C o E
C V)
z a) N O
L v°
L -C
a, a) v to x
E Ln -C
E O L QJ �^ O O M
o - Q) U w a--+ bLO
Ln vi c c o u v Q
r
J p b(l +' O� u ti
O c
z
u s o
x4.1 v ac) E a
+�
� ou v v C > O v w
�; L V o >
O t, !u6 — Q
U, VI
� s u .v
L� -0 � o �_ C:�
0
> C
C O m L o u au
u 4' ai o ai ca u 3
w
+- � C C .- O
U, L a) C b0 Ln
QJ o
a,
o 'L o Q .0
ti
Ln
4- w � w C C
a) vwi - > tp Q) aJ(11 bA
U LL .� LL o M v
c.

Monday, February 5, 2024 at 13:20:08 Eastern Standard Time
Subject: NRCS EQIP Stream Project, Clay County- Carroll-Harris-MandeLLTract Webb Creek Restoration, NWP
27
Date: Monday, February5, 2024 at 1:19:38 PM Eastern Standard Time
From: [e-mail]
To: Shannon Healy
CC: Ottinger, John - NRCS, Waynesville, NC, Alan Walker, Greg Jennings, Zan Price, USACE-SAW-AFO
NCREG
Attachments: image001.jpg, CLAY COUNTY_744532220A8_DONALD KELLEY HARRIS_CPA-52.pdf, Cultural
Resources Review Tracker- 1600 1601 1413 (002).pdf, Donald Kelley Harris 1202.pdf, James Mandell
1202.pdf, John Gregory Carroll 1202.pdf, Jon Gregory Carroll CPA 52-signed.pdf,
WEBBCREEK_DESIGN_1.23.24.pdf
Shannon,
Please see the attached information listed below to document the activities that do not require a
pre -construction notification (PCN) through Nationwide Permit (NWP) 27 Aquatic Habitat
Restoration, Enhancement, and Establishment Activities. This will serve as documentation that
NRCS is the lead agency for your records.
Project Name: Carroll -Harris -Mandell Tract Webb Creek Restoration
Project Location: Clay County
Stream Name(s) and Feet of Impacts: Webb Creek (1,263 ft)
Latitude/Longitude: 35.00914,-83.87291
Property Owner(s) & PIN: James and Mary Mandell (parcel no. 544900145399);
Jon and Melisa Carroll (parcel no. 544900138846); and Donald Kelly (parcel no.
544900146122)
Per the Notification Section of the NWP 27 guidance with the effective dates of February 25,
2022, through March 14, 2026. The USACE in North Carolina can provide authorization to
impact WoUS for stream and wetland restoration projects which are being conducted under a
NRCS program without submittal of a PCN. Under the terms of NWP 27 - Notification: The
permittee must submit a pre -construction notification to the district engineer prior to
commencing any activity (see general condition 32), except for the following activities:
(1) Activities conducted on non -Federal public lands and private lands, in accordance
with the terms and conditions of a binding stream enhancement or restoration agreement
or wetland enhancement, restoration, or establishment agreement between the landowner
and the FWS, NRCS, FSA, NMFS, NOS, USFS or their designated state cooperating
agencies;
See attached documentation for your files.
NRCS EQIP Contract for the participant/landowner
NRCS-CPA-52 - Environmental Evaluation Worksheet
Project Plan Sheets
1of2

We will submit a PCN to the Division of Water Resources for a 401 Water Quality Certification
and will check "yes" under the "For the record only for Corps Permit" section unless we hear
otherwise from you. If you need additional information, please let us know.
Have a good week,
David
David Brown, PG
Sr. Geologist, Environmental Services Leader I Jennings Environmental, PLLC
828 384 1890
[e-mail]
Asheville, NC I jenningsenv.com
Jennings
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.
2of2