AH&W Site (2)

0JA0% 14

® North Carolina Wildlife Resources Commission
Charles R Fullwood, Executive Director
MEMORANDUM
TO Dave Penrose, Cynthia Van Der Wiele, NCDWQ
Eric Alsmeyer, USCOE
Lindsey Riddick, NCDOT
FROM Micky Clemmons, NCWRC dj
SUBJECT Stream Mitigation Construction Plan or AH&W Site
DATE June 15, 2001
Enclosed is the construction plan for the AH&W stream mitigation site in Wilkes County
As you know we plan to do, stream restoration at this site to accomplish the mitigation
requirement NCDOT was given by the NC Division of Water Quality and US Army
Corps of Engineers This obligation resulted from stream losses caused by the
construction of Highway 421 in Wilkes County (Project R-2239 B) It is our
understanding that this mitigation project does not require 401 or 404 permitting, since it
is being done to fulfill permit conditions However, those conditions do require your
agency review and acceptance of the mitigation construction plan
The AH&W site has been reviewed by the Mitigation Review Team, and this group has
agreed that this is an excellent site on which to carryout this mitigation effort The
enclosed mitigation construction plan details the stream work that we propose to do at
this site We have attempted to provide all of the information an individual might need to
evaluate this plan, including existing conditions, channel design, reference reach
information, sediment transport, erosion control practices and work sequence However,
I also know that it is easy to overlook obviously important information when doing a
plan Please let me know as soon as possible if you find a deficiency as you review this
document I welcome constructive criticism of this plan and desire to make it as good as
possible We would like to complete the review process by July 20 If I have not heard
from you by this date, I will call to discuss the plan
I have not included copies of our Planting Guidelines or Monitoring Protocol, however,
we plan to follow the guidelines in these documents for this project Your agency has
reviewed these documents in the past and to my knowledge has not objected to there use
Mailing Address Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone [phone] ext 281 • Fax [phone]
In addition to our normal monitoring procedures, we are cooperating with DWQ to
evaluate the biological communities in these creeks If you need copies of these
documents, please let me know and I will forward them to you ASAP
We have easements established at the site and presently have the project out for bids by
contractors We are planning to start construction August 1 Since this is a large site, we
expect the project to last 3 months Starting according to schedule will allow us to go
into the winter with a stable ground cover established Delays may result in our mabilrty
to finish before winter Your quick review of this document will be appreciated
Appendix 6
•
•
•
DESIGN FOR- Big Warrior Creek - A, H, & W Farm
Parameter Existing Reference Design Existing Reference Reference Desi n
Reach Name or Info Source BWC-upper BWC-upper BWC-upper BWC-lower Bann Creek Basin Creek BWCIlower
Stream Type B B ? B Bc4 i JC4 C4 C
Drainage Area (sq mi) 07 07 07 1 17 ;16 8 72 12!
Bankfull Width, Wbkf (ft) 173 1517 1150 19 1307 332 200
Bkf Cross Sec Area, Abkf (s ft) 185 2j1'9 180 32 73 '57 4 684 25 000
Bankfull Mean Depth, Dbkf R 1 1 1140 f 2 1 72 111 9 21 141
Bankfull Max Depth, Dmax (ft) 15 117,9 118 2 29 ?2 5 3 1 1 91
Width Flood Prone Area, W aft 20 30 30 49 185 329 501
Width/De th Ratio, Wbkf/Dbkf 161 11124 12150 110 16 16 15 8 1,43
Abkf/Wbkf J J J it 87 2 06 j
Riffle Length J J 400 1173 600
Riffle Slope, ft/ft >LJ 0 042 0 0509 002082 00365
Mean Riffle to Riffle Spacing, (ft) 190 i60 0 11143 1932
Min Riffle to Riffle Spacing J J 11485 1316
Max Riffle to Riffle Spacing ! 238 955 0
Pool Depth J 12 0 j 2 7 27 X 20
Pool Width ' 121 0 '140 6 503 X26 4
Max Pool Depth '30 PI 3 1 52 135
Pool x-sect Area 202 ?J 64 4 1096 28 0
Mean Pool length 200 X22 0
Min Pool Length 77 17 1102
Max Pool Length 250 AJ 84 53 1319
Pool Slope, (ft/ft) 00075 00129 JO 0055 0001942 00039
Min Pool Spacing, L s (ft) 6 1{ 224 271 163 25
Max Pool Spacing, L s (ft) 82 ) 334 20120
Avg Pool to Pool Spacing rJ 184 00
Riffle to Pool Spacing 91 8 J59 8
Meander Length, Lm (ft) 180 350 350 X270
Min Radius of Curvature, Re (ft) 45 3 767 441 1 27
Max Radius of Curvature, Re (ft) 133 8 693 ? SO
Min Belt Width, Wbit (ft) 52 t 105 59 35'54
Max Belt Width, Wblt (ft) 75 45118
Sinuosity, K 1 02 12 1 15 1 1 11
Valle slope, Sval (ft/ft) 00338 00116 00139
Channel Slope, Schan=Sval/K (ft/ft) 00333 00101 f 001
Valle Length, Lval (ft) 25800 1220 f
Channel Length, Lelia (ft)
RATIOS
Entrenchment Ratio, Wfpa/Wbkf 27010

1 2

19

19 1440

26

i 28

89

25
Width Flood Prone Area/Wbkf (ft) 2 77
Riffle length/Wbkf 2 38 J
Max riffle De th/Dbkf = 1 34 1 48 J
Mean Riffle to Riffle Spacing,Wbkf 1 1 { 4658
J
Min Riffle-Rifflesacm kf 1 580 f
Max Riffle-Riffle spacmg/Wbkf 7752
J
Riffle Sloe Ratio, Snf/Schan J 3 61
Pool len h/Wbkf j 2 28 1 1
Min Pool Len Wbkf i 0 512
Max Pool Length/Wbkr J 2 736 1 596 I ,
Pool De th/Dbkf 14 13
Max pool Depth/Dbkf ! 1 6 2477-6-
Pool-Pool s acm Wbkf 73 92
Pool Slope Ratio, Spool/Schan 0 23 0 388
Min Pool Spacing Ratio, L s/Wbkf 03 7 296 8 163
Max Pool Spacing Ratio, L s/Wbkf 48 10 06
Pool width/Riffle width 1 32 15
Pool Area/Riffle Area 1 12 L6
Riffle-Pool spacing/Wbkf 2 99 __
•
Appendix 6
Min Rc Ratio, Re/Wbkf 24 25 1 328
Max Rc Ratio, Re/Wbkf 4 66 2087
Meander Len Ratio, Lm/Wbkf 00 114 105
Min MW Ratio, WbIVWbkf (ft) 27 3 42 1 777
Max MW Ratio, Wblt/Wbkf (ft) 2 259
Bankfull Discharge, Qbkf (cfs) 80* 375
Bankful Mean Velocity, vbkf(ft/s) 3 85 5.5 55
s Regional curve predicts this value, however, WmXSPRO model predicted 45 cfs
Italicised numbers are for parameters that were determined using ratios from reference reachs
C
0
PEBBLE COUNT INFORMATION
0 0 0 -R \o \° \o \° \° 0\0 \0 0 0 0 0 0 0 0 0 0 1,09. V\
0 0 0 r o) LO CO r Co N c7 1_ 0 0 0 0 0 O O O O E 00 rLo N coM V Lo Co?ooO O O O O O O O O ? r r r z L o

0
U o V 2 \o
0 \o
0 \
0 o \o
0 o \°
0 \o
0 \°
0 \o
0 \°
0
0 0 0 0 0 0 0
\ \0 0
\ 0
\ 0

\ 0

\ 0
\ 0
c
m \ W 0 r v . co co CD N Co o CD O O O O O O O O O
[n to co -
W
I

N U O Co
e Co n r O M cr) r r cM to f'- C7
? 0 co 0
r c ) ?

l N
r
l Il- < M m to t ? r
r u')
r CD
r u
r

L
- - . .
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0.1 0 ? 80, 0 0 0
o \ \\\ 0 0 0 0 0 0 0
tV U o 0 0 0 o Cy CD 00 M O Co M O O O O O O O O O O O
0 0 O N u') O r r r r N Ch ? CD O O 0 0 0 0 O O O O O
? (0 ? r r r r r r r r r r r
Z
:3
-.0, \o0 0\o 0\o 0 0 0 0 0 \o \0\0\° \0 \o0 0 0 0 0 0 0 0 0 o 0 0 0 0
'01 0 0
0 o 10 o
J? W O Or CM?OM cr) NNv coCc jM0 0000 O O 00 O
co V) m I-
W
O
CUQCD M tOMO co to 0mc*
L c,)
C
o o D -0 M 80, 0 M \0 O r \0 \0 \o \0 \0 \o -a-, \° \o \° \0 0 ? o o 0 0
p 0 0 0 0 c 0 0 0 0 0 0 0 0 0 0 0 O
U U r ^ O r O O 0 E N O m O O
? N o r M C'7 M M c'7 ?v to Lo co fl- co 0 O) 0)0)-o rO O O O O
r r r r
Z
• \
r QJ o
O \ \°
\°
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W?U2O 0?D) OO OOOOti(?O00co 000)00 O O co O
0\0 0 \° \0 \o \0 0 0 0 0 0 0 \° 0- '00,
mL,mFW"Co Lo?Nr0 ,NrtiOO V r- P- 1- 0r O O 00 O
W -
aCUU
O CD N C7 r ll-lC,)Icqlco CS) Or Lo 000 O N I- 111P
cl? f- W
J
U
F-
Q
a
U)I<Izlolu)ll I(DlQfl I>ILL?IJlunl IIUIOImIJIIm IJ lola,
O

0 O O Or N N co v cco ON

r coo

r I(')
N CND

co r

to
0
0

of
W

N
(D Lo
N
r to

N t
0 0
o
r

N

r

'-

Co

co
CD
r
CD
N
co

to

IT
Co
0
O N
0
0
co
0
In
N
N
CD
N
r
V
N
'V
0

W
O

N
O
N1

0O

r

N r N

N

to r

d r

0

O c n

Co l1)

N O

N N

-V
J V co r N to to O r CD N c7 C O
D 0 N CO M _ 04
• ? ? N O O
r
C W
( n t4
D. J C cu a) M fU J
F- 2-1 u
U - uCi U u - _? w u?i
L U U -
CU -
E a) Q N (V a Q (
O c a M
11 m m p
d( n >L L? U > >E E 2. 2 U U > > U ) W J J
(
n
U)
?
J
J
Q

E
U
N
cn
U
r
F.
N
C
r
u
Appendix 7
_U
C.

N 00
^- ,I-
CV 00
M
,:I-
n
es=
a,
c?
M
O
cc
C1
? Q Q ^^
I-? Q Q
M 00 M

C

C

N -? M V
? 00 G1
^^ /
? /
? ?
8
C
LJ
0
PEBBLE COUNT INFORMATION
Co
C7
0
0
0
CD
O F-..cou-
Ir- co
CIO
Oo 0
c.
U
U
E
E (D
w Z
O cl) a
? U I?
m
Q
a
N
a
E
cn
ca
?I
m
o I*
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
O O Co ti CO U-) V co N
r
*41 Jaui3) 3Aiivinwno %
N
co
00
00
C?
4
0
o?

Q`QO
`9
00

00
O
?9 E E

Sg r
N
in
O

' W
J
I >U
>
m
C
Cn
?L U
N
0
a
mss, I U
is co

z
I SO
O
4-01 I Ste,
0
0 0 0 0 0 0 0 0 0 0 0 0 0 ?9
00o0oo00o0oo0 0
It 04 00000VNCD00(DIt04 O
NNN-r-?-r-?
azis siyl aldwes jo %
f
•
O
LO
LO
v
@i n ii 0111 1 i i t
Y

?
O X
cu
Irl,
O
C: U')
M
m W .- E
°
? m W L
U

L i
O
ti
•

Y
Q
O
M
M
N
CO
Y
L L 1
v
O
co
• Q N 4- Q
Q Q w
Q' ^ i,0
0
!?
O
°
0 I'll
0 °
° ? M N ? ? MM
W G) 1
U

V
? 4
, w
J n U
_
co
E
J
L In
I4J
N = Iw
O >

L
0
V CL
I
N
p Q. 1
_

- •

? O

? tB
CL
.

? =

3 ?•

? co

? w

? m
C.

a

V5
? ? w
? j
u
m
m
m
°
X ?
0
C:

-Y
Lo

o

co

Y
X

0
V

q?
CL) >
> cV N > ° c? 1
L
N
W L L1J
0 „ L

N X
? LO
m
Q?
> co co
°
co E
°
W W
l O
Y co cn O Y

N W' N L -
Cl.
X

f0 X

c9
Y
C
J
N

r

J

(D
co
r

4--
C
J

cu
m
w?-

Y
N
J

O
a) C 0 0 C 07 co a^0 c
0
m
CL L
CO
m

L

(•

) u01jena13
LL
0
CO
lL
"
Q)
LL
O

Appendix 10

•
t?
O
U
0
L
U
n
O
LO
c
O
0
O
0
a
c
a
a
0
M
n
0
N
O
r
y-
v
rW,
L
cC
C_
O
a
t0
C
O
N
C
N
O c
> O
O
O >
Co N
O (L)
M O
7 N
O O
C-
O O
Q 11
oG
0
-0 F
c
3
0
0
CM c
c g
_
? m
M>
V?
U Q)
m
c
m N
? X
O w
? II
O
U
a)
N
N
cn
p
U
•
?-s O
to'?TMNr- CDM
NN N N N N •--
('11) UOIIBA013
Appendix 10
is
0
0
0
0
rn
•
•

O
O
1
U
0
?
n
c r
c

o
co
0
i?
a?
N a?

O 0

r? v
O Q
C O
a{ ? (a d
? 3 u
(D
C U o

C13 cu
r
? i Y
O -

LO 0 I .Q
L
2)
L
" O
`u
m
o ?>

og
l
U y

o x
W
Cf) II
U)
O
I C)
O
N
O
r
O
OOOf?C0??7MN?00?C01?<D?
?MC7(`')MC'7MMMMMNNNNN
('11) UOilenal-q
Appendix 10

4 '
O
IT

C
O
V
N
N
rA
O
L
U
T
C
R
a
3
O
O
O
LO
0)
O U
M
6
O
N
O
r
rn ti ? c? r-
U') X) Lo LO
(• ) U O I IBA013
>_
O
Rf
N
N
N
N
C O
Q-
0
-0 IZ
0 II
N ?
72
3
i ?
C
0
O
rn
iT
Im
N
RS
? -0 0
I M
' m
o m
Q) ?
N
U) W
O II
iU
i
I
n
U
P
0
r-
O
co
Appendix 10
m
U
C
O N
LO O
O C
O
tQ
U
N
? _
U N
N ?
(
j N

r E O

0 a-
0

0)11
7?
v ? I o

N co a

I s.
U
9 o
°- o

o
C?u
o
i
°

CV °(n
72
W
3 if
o
m
I I
I ?
o ? c
O
U
N

O
Y
' U
u
? w
I J I
I
o
LO M CA I? L
II- CD m w
(' 4) UOIIBA913
Appendix 10

U
E
C)
O
It
C)
M

r 10

p m
v

N N_
?

i y
i O
0 A N

V 4

i
i
I
p Y
II ; ?
o m
J
? I
O
L
L ?
a)
n
0
?n
O
r
a p
to M M t? to
00 00 co r- fl- fl-
('Ij) UOIIBA013
c
O
c?
m
a?
.0
a?
N
0
CL
0
L
a
u
r
u
a)
o?
aL
c
0
a?
c
O
f` O
+ CU
Lo >
N O
a)
CD
C
X
W
11
Appendix 10
•
•
O
ca
Y
C
m
co
Y
.D
Q
O Q
a)
U
f? v-
> Q
C Y
O7
Y
_N
W
Y
ry
Oil Y
J
II O

O
L
M
t

X O
O
Y
Q
r m W N

fn Y CO
N m

co _
I ¢
i Q
O N
E
?
M
> Q aa) > J j

U

N m N O
C)L
C)
Q p Q r-

C
?
O (n Y
o
-0 tn c)

l
Q
>
N
V
LLL
> -
LLI
n 'Q
N f9 `-
to
a? N V

.0 m CO)
I
?
O I
? I

m
4- Lo ?
-0

i
Y I
7 O Q c o
L I
L c
r
O
V
N
1
0O
U
m
4
4
m
m
a
a
n
9
7
a
s
O
LO
O
v
c
O
N
N
N
'O
V)
O
CL
O
a) a
1- ,2 „
F-I
d
O
co
Q)
O
O
?Lo

V U')

}0
N
CO
C
0 O
0
c0
O
N

I
m
I ? O
9
? O
Y
C
m
J
O
O co m N O co
LO '7 IT 'T IT Nr M
UOIJeAGG
CL C
C
CO
N W
n
I

Q
U
L.
O
L
W
d
O
a
O
J
t
T ?
i
f
r
I
r
i
r
r ;I
' r
r .!
:r
?r
j
1
1
1
r
I;
0
O
CO
O
N
O
N
O
N
(oD
N
O
N
0
N
0
f`)
N
N
N
O
N
O
N
O
0
0
_ o
O
o ?
V
w+
0
0
0
0
0
O
0
rn
0
co
0
t-
o
0
O
O
O
0
M
O
N
0
0
OO•fN0(O (DVNOCD
O (2 (2 OD O O(D OO17
(11) u01jenal3
0
N
(D
•
'
O
r I (
D
?
r . I O
f (OD
1 0
O
lC)
/ O
O
O
% o
1 O
+
1 O

O
(O
r
Lf)
o
r
i i .
y?
to
. o
O
O
I u

f )
O
2
Q +
I O
?
L
U t f I
j 1 Goo
L
O
?f O
L ? v
? r
! V _
?
O
O 0
d ? ? o

O v
a`

;I C
co
o
co
0

I 1 0
O

1 Cl)
l
1 Cl)
s T

I
O
Cl)
Cl)
1
Cl)
i 1 0

' o
O
N

MOD NOW(D NO=
Vim- 747 ?[ O
r O
0
N
('7j) uOrJenal3
O
NO
.??

1
.
r M
: 0
f
I N
;f

I O

O
I
?f
00
r
00
00

i O
n

i to

f O
O

r f co
:I to
f .f
'f to
I

ca
?I O

1
• O
N

a ' .1 t2

o
L 1 O
o O

•L 0 ,.
1,

I C V
? r r C
' O c
I
m I O
j m

+ .?
Lf)
N

w
O I
;

Lc)

CL
J
I "'
cr)

O

--? 1 rn
'
O

O

0

O

r LO

i ' CD

(
f (D
1 O
N
(D
I + LO

LIB L(? 0 lf) O
ICT n' M (Y) N N
( }}) u01;en 813
D)I
M
cu
I-
0
0
CL
0
^L
f1
W
0)
m
I- I
I
I
> I
0
W
LI
m..

a?
?i
UI
I
t
>
WII

N
ca
Q
U
L
.0
L
i
m
0
0
L
a
O
J
i
I
I
I
I ?
I T
i
I N
i
I LO
i
i
1
f
1 ?
11 ?
1
1
I (
! ? V
i =
r LO N
1 ° o
! LO
I ? o
j ! LO
Cl)
I I LO
I ?
? m
1; ( U')
tO
un
Cl)
rn
a) I-LO CO Mfl-Ln CO
N NN NN T T T T T
T TT TT T T T T T
( :}) u01jen813
O
(D

r ?1 0
! 'r
I :r

! :r 0

I to

i O
r co

I O

N ? to

o?S I I «S

Q r
' Q

I I o
N
L .?- L
U I ? ; U
1
O I r o O
_
.L
L I r r ° ,...
$ .?_
L
I v

I r
as .
3
C7 I r

ftl

I ?
a
m
N

m
I
0 I o I o
m (0 d
r
w I

0
i
o
I
I r
CL ,r 0 a
ca ?2 ca i

7 I o

e 04
CV)
= I I I
l ?
o I o
o J

i I
I
I
! O
i
1

I
i N
I I
!

j I ? I
?I
I I
O
N I!

ocoCD?tCVOCDCDvNO
NTTTTTooooo
T T T T T T T T T T T N
r?
(}}) UOIIBA013 `-

I
i O
co
r LO
r
'
3
0
Cl) .C

I •I o (D
i co U)
0
i a
0

: p- d.
I
T? o
j. QJ
r O
1'r

! o
co
?..? ?
,

?
r O
T v I

r .r
r
N (

W I
r C m
1 r
:r

?
! O
n
o i
r
r
>

1! r (D

;I

l
?
>I
I
I
.

/
W
I I
! o
1
r F-I
l :
I o
? I I
: r
O

ODOGOctNOQOCD?N
r-000OOU?00?0?
r-r-r-?r-?-
( }}) UOIIE 013 I
?
•
•

•?
N

O
N O
? O
• I N
+
I
I
' r N 'J
! ' I O
(O
?
•? I ' N (RV
O
O p

?r
N a
p
N
+
O
/
f N .! N
N

•
o
l N
0

1. c0

N

! •/

g
Q
co C\l

r N N
r I
r
O
'
0
co
LO
vJ
Cl) r
N U
i
' N
i
7
vt
,
C
_W
21 r O
O = I

Q)

i ''
N

w
Q
I O
N
N
I
v`
?
v
'
o
I-
i
L
r o
co L. O
N

O
N
O
r I j

ea I O O ,

I N w
v i
I
Qfl N O LA ! co V '
>
m I
' .?, m 1 ! N C

O N
8 3
O W
,
Q? ! N N ?
i co

O? i I
,
o I w
O r
I CN
N
d I 1 . N
I
__' O I N
r
, N I r , I W
±+
I r
>? , N
f

/
? co 1 011
I
I
a
?' chi I ?I
N

CN
O

I N
I
•I
I I
O
?' ''

0
Cl)

I

I
i ' N
r
I + O
04 I N
N
f cO
O I

?
N F--•
? Q) '
I r O
N
N
O o
03 N
N
O co CO V N O cA UJ V I CO NT N O m (p ? N N
O 0 m 0 0 0 00 w w ? CD w w m I- Il-ti I`
(1) U01l enaIE
? ('}}) uOijeAej3
I
Appendix 13
•
•

.03
.,N-.4
m?
11
y?
P4
N
4-4
ca u Cq C "C3 GO
ccz t? -0 U ca cq U Q w
a)
c? .-.
ca 0
N 0 p Q C, -p cC +r 0
O? a) Q ?? ? W O U 'O O H O 3 v
L) cn
'o cC ° a) ID O 'LS O
a? a? o a, 'o a, a; 3 "Cl
10 tb ca CZ
ca C)
ca CZS
3 cj N °' co -a
0 to -ss o >, N
Til
r. ca u u
to ca (D CZ - a)
O U O° a) vii O ° r p p OC) 00 a 3 U

'C \ \, Z
c
3
0
0
0
3
c
r
r
i
C
O
O
O
U
U
I
i
cn
O
U
cn
0
a
n.
0
H
0
?flJ
11 -1
Oj
ix 16
.-k
U
94
CA
O
O
..o ?
? O
ca
-o ?
N
v Al
O U
s.. ^a
a)
O ?
0
w
Appendix 17
•
O
N
TT??
V1
c?3
U
O
p

w 4
??
w U U ? o U
03

l
- c >
A C?
tu t
? - o
2 -,5
0
?
>, v
;
U
o
U
0
c
n
M 72 to
o

ci
sU. ca
't7
vUi E o
U
b
U
>, U s
cC a0 > O

73
o
O
3 M ?,
o
o U

O C V CE C? ff

ccz

5
is.
O

+
f • cig C,3 „
O

?n
V)
i ?. c Q a. .0 U ca o

>
u o,
CZ 2
o

y
c
> cz
c?
?

?

s.
U G r
U p -
s. a .O ? ? z.
s- cn U +U
U
o cz
u U
u c? C1
vczmv O

•
•
P4
U
Cf
_cz
C

Q?
i
i
i
x
U
x
7-.
_U
O
O
r?
11L
C°/ ILL -
y - v
°;.
III-
Cl. -0
O ,L
O O ?. ?? U
I I
C
N
III
ti r +?
44 'A
03
Y
1 ? 1 I 1
~ ? rC
f
C
Appendix 18

C7
ct
_O
?i--I
O
• O
•ct
`V

N
Q
c
v
,
c

D
" °
3 ° cox 3 -

U o a) ?-o-0 0 ? L?? o
° w
u
O. -a
:3 c- °'
'°
= b -o -o
C's
1 ' N O 1 ? O C.
N O
Y ti y
C w C C ? y s.
> y to

aC
c C*
a _ os O O x O
E o
° W° ai ti -
x

VI E U N U L
to

C" ftt
U o... R
U Q =
L o
N °
•
.. > d U
o Y,! '

3 .°l
'
vY y? _

u cs = 72

ca cn

R ` oS. C
? eS y:- C cCC
CrJ _ ..o

~el - '? of

o ? o
N r.°.) f V of

cl 0.
t
o
N O
?
? ? -a cc
3 v ?a «i -
°
> U-0-

co 0000
C4 10
O C U ?n Ca O F
LL °
?
U
? a
i
?
'
ft!
y
? rN G) O
CO
?
1
O cz y O >

Cl)
Ib-a
- „
C
°
O ?o o ?
U C-0 Q
co .? y cc
O
=
o f ° w ' O O N° c
c
a
cc
`-' > •O 0 3F-s?
N o
3 3 3 c
In Tt L
c o
°
x y?
U N CC
ms
° CC
? G a?
C a? o
a2 'O ? ? 'II
°
E
- w w .
c "o U Q F
c.
1
J
L ?
O
G c+0-
T?
Appendix 19
•
•

Ts tD 3 4 cn
7J - O N r
N c3 cC > N > 'o
N

cC >

U > cz c? •J

o ° o `V
U r
3
o o ^' o '
o Ca
-
vu
CZ3 r-
r.

v v O ca cuts > av

E n
Q o ~
&-
. N M ? ? ? [? 00

1 1 1! I I 1 1 1 1 1 1 1

111111111111111111 1111
I f I I
1 1 1 1 1 1 1 1 1 1 1 1 1 1
1

cC

N
1 1 1 1 1 1 1 1! 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1
I I 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1
? V]
Q? ?--?
1 1 1 1 I i l l l l l
1 1 1 c 1 1 1 1 1 1 1
?' ?
1 1 1 1 a 1 1 1 1 1 1 1
I CC+ O
Y X X X

' j Ill?l?l?t?l?l?
1 I 1
r
/I X X
I I 1 O I l l t l l i
1
t
1
1
1
1
I
1 ?+„ V
CS
1
1 ? I
1
1
1
1
1
1
I I I 1 1 1 1 1 1 1 ? ?
? ?
1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 I I I I I I I I i l l ?
?? ?

!
!
'
I
'
!
'
I
I
1
1
1
'
' X X X X
'
'
'
'
'
'
'
I
'
l
1
l
1
! ?O +?-+ G?

111111111111111111111111111
II111111111111
11111 d) X X X X X
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1 1 1 1 1 1 1 1 1 1 1 1 1 1
I I I I I i l l l l i t l
? 'T ?

'C
"
I 111111111111111111111
1 1 1 ' '1'1'1'1'1'1
1 1111 I 11'1'1'1'1'1 .?
N
? j .?
? '?
X
X
X
X
X
1111 I IIIIt1111111
I - 1 1 1 1 1 1 4a+-+ v ?
?

'1'1'1 1'I'1'I'I'1'I'I'i'1'1 ?? r X X X X X
'1'I't'1'I'I'I'1'I'I'I'I'1'I
I I I I I I I 1 1 1 1 1 1 1 V] Cu' n
1 1 ! 1 , 1 III111'1'I'I'1'
'
'
'
'
'
'
'
'
o
X
X
X
X
I
I?
1 1 I1?1
1
1
1
!
1
1 Q
11111111,1111 II'1 1'I 1
IIIIIIIIiII , 1 ! 11 3 i ?
? ?
1 O
T-
I I I I I I I 1 1 1
1! 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 f~ .?
?Iu U
?
II 1 1'1'1'!',
1 1 1! 1 1 1 ??
? CJ ? W
1 1 1 1 1 1 1 1 1 1 1 c CC '?

1 ?O 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1!! 1
1 1 1 1 1 1 1 1 1 1 1 1
I I I 1 1 1 1 1 1 1 1 1

?+

??? x

N

?
I I 1 1 1 1 1 1 1 1 1 1 1 1 U

Appendix 20
RS
i
i
C
C
U
C
C
C_
.3
r
i
CC
v
Cd
it
CC
i+
C>
G1
Cd
C
r
Cli
G'
CAS

c
-? v
w
U ?
N
y ?
ca O
C v?
O C)
iC y
N ?
> O
? y
O
v O
U y
.? U
V w
C
O
U
N
Y
C
v
4-.
V
U
C
? L
U +U+
V ?
C
C/.` O
C
? C
?p O
O v?
N Z7
U
U U
N cC
O ?
? O
C
O
b
N
U
U
a
W
U
U
U
CL
L
.- U
C E
O
C cC
N ?
O
v v
Y ?
? U
? y
U aT
> v
Appendix 21
4
4
4
> f}
rr/11rJ

is r!r//f/ >
U y eq
o

ea 3t4,
°
c ii}ifrii/
?,
04,
N ° .? rlirr/rJr 3.c

> y lrirfrr/r ?, ?- >
p ^; //!/ir!//
^ f!r//J///
C
? U
y L y ca

N rf cd
an /%%%!?
U
rr l %i?%!%%% ? 0.

?
O fa
p

C , MM v°i v
r/11J1r/
CA

•o iii/iiiii u

i.

CL

rf/},/11r y

y
a?
-Z E
b °
40- iiiii%%%% ?
- ?
C ° •+
Y a
o

N ? f % ! % ! ! I y
v
m r R
i.i f I
c
ca L
i '
' y
i 1/ i l Gn C*
° 3 ? ? a? ca
a?
?°s?
3 //rrrl/111r
iiiiiiiiiii ° ??`? •? -S E
F ca
TJ
O C
O

en°
E. O
I,//,s//I1r o
},r/rrrr,rr
rn
a?
L. n
Eo
t

0 0

.
? ? co
GL ?
L L
.? VI
z?
•
•
U
C
L1
v
a?
c.
a?
a?
C
O
C
0
r
v
C
G
0
0
W"
x
cC
X
w
w
Oil

U
U

Q? CC

V1 ?

c..
? a
o
N T.?
U

N U

O +?
O ?
j N ca
N O ct
O N ?
O
-O
c3
cn
> G
a tr cct
a?
O
U
>

Appendix 22
c
c
cF.., O CA
O ?p1 v?
O y^G?
CZ
V
V--1
N C'n
H O
ca
'G E
'? O O
U ?.
GA ? CIS
?
cu ? ? U
a O N >
c?
ec
c
x
w
•
6.62
Practice Standards and Specr?P$es23
Definition A temporary sediment barer consisting of filter fabric buried at the bottom,
stretched, and supported by posts
Purpose To retain sediment from small disturbed areas by reducing the velocity of sheet
flows to allow sediment deposition.
Conditions Where Below small disturbed areas less than 1/4 acre per 100 ft of fence
Practice Applies
Where runoff can be stored behind the sediment fence without damaging the
fence or the submerged area behind the fence
Do not install sediment fences across streams, ditches, or waterways.
Planning A sediment fence is a permeable barer that should be planned as a system to
•
Deposition occurs as the storage pool forms behind the fence The designer can
direct flows to specified deposition areas through appropriate positioning of the
fence or by providmg an excavated area behind the fence. Plan deposition areas
at accessible points to promote routine cleanout and maintenance Show deposi-
tion areas in the erosion and sedimentation control plan A sediment fence acts
as a diversion if placed slightly off the contour This may be used by the design-
er to control shallow, uniform flows from small disturbed areas and to deliver
sediment-laden water to deposition areas
Sediment fences serve no function along ridges or near drainage divides where
there is little movement of water Confining or diverting runoff unnecessarily
with a sediment fence may create erosion and sedimentation problems that
would not otherwise occur
Design Criteria Ensure that the drainage area is no greater than 1/4 acre per 100 ft of fence
•
Considerations retain sediment on the construction site The fence retains sediment primarily
by retarding flow and promoting deposition In operation, generally the fence
becomes clogged with fine particles, which reduce flow rate. Tlus causes a pond
to develop more quickly behind the fence The designer should anticipate pond-
ing and provide sufficient storage areas and overflow outlets to prevent flows
from overtopping the fence. Since sediment fences are not designed to withstand
high heads, locate them so that only shallow pools can form Tie the ends of a
sediment fence into the landscape to prevent flow around the end of the fence
before the pool reaches design level Provide stabilized outlets to protect the
fence system and release stormflows that exceed the design storm
Make the fence stable for the 10-yr peak storm runoff
Where all runoff is to be stored behind the fence, ensure that the maximum slope
length behind a sediment fence does not exceed the specifications shown in
Table 6 62a
C*
Appendix 23
• Ensure that the depth of impounded water does not exceed 1.5 ft at any point
along the fence
•

Table 6.62a
Maximum Slope Length and
Slope for which Sediment
Fence Is Applicable
If nonerosive outlets are provided, slope length may be increased beyond that
shown in Table 6.62x, but runoff from the area should be determined and by-
pass capacity and erosion potential along the fence must be checked The
velocity of the flow at the outlet or along the fence should be in keeping with
Table 8 05d, Appendix 8 OS.
Slope Slope Length (ft)
< 2% 100
2 to 5% 75
5 to 10% 50
10 to 20% 25
>20% 15
Provide a nprap splash pad or other outlet protection device for any point where
flow may overtop the sediment fence, such as natural depressions or swales En-
sure that the maximum height of the fence at a protected, reinforced outlet does
not exceed 1 ft and that support post spacing does not exceed 4 ft.
The design life of a synthetic sediment fence should be 6 months. Burlap is only
acceptable for periods up to 60 days

Construction MATERIALS
Specifications 1. Use a synthetic filter fabric or a pervious sheet of polypropylene, nylon,
polyester, or polyethylene yam, which is certified by the manufacturer or sup-
plier as conforming to the requirements shown in Table 6 62b
Table 6 62b
Specifications For
Sediment Fence Fabric
Synthetic filter fabric should contain ultraviolet ray inhibitors and stabilizers to
provide a minimum of 6 months of expected usable construction life at a
temperature range of 0 to 120° F
2. Ensure that posts for sediment fences are either 4-inch diameter pine, 2-inch
diameter oak, or 1 33 lb/linear ft steel with a minimum length of 4 ft. Make sure
that steel posts have projections to facilitate fastening the fabric
3. For reinforcement of standard strength filter fabric, use wire fence with a
minimum 14 gauge and a maximum mesh spacing of 6 inches
Physical Property
Filtering Effiaency
Tensile Strength at
20% (max) Elongation
Slurry Flow Rate
Requirements
85% (min)
Standard Strength-
30 Win in (min)
Extra Strength-
50 Win in (min)
0 3 gaVsq ft/min (min)

6622
Practice Standards and Specifications
Appendix 23
is 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 18 inches above
the ground surface. (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 bar-
ner to avoid joints. When joints are necessary, securely fasten the filter cloth
only at a support post with overlap to the next post.
4. Support standard strength filter fabnc by wire mesh fastened securely to the
upslope side of the posts using heavy duty wine staples at least 1 inch long, or
tie wires Extend the wire mesh support to the bottom of the trench.
5. When a wire mesh support fence is used, space posts a maximum of 8 ft apart
Support posts should be driven securely into the ground to a minimum of 18 in-
ches
6. Extra strength filter fabric with 6-ft post spacing does not require wire mesh
support fence. Staple or wire the filter fabnc directly to posts.
7. Excavate a trench approximately 4 inches wide and 8 inches deep along the
• proposed line of posts and upslope from the bamer figure 6 62a)
8. Backfill the trench with compacted soil or gravel placed over the filter fabnc.
9. Do not attach filter fabnc to existing trees.
Maintenance Inspect sediment fences at least once a week and after each rainfall. Make any
requued repairs immediately
Should the fabric of a sediment fence collapse, tear, decompose or become in-
effective, replace it promptly. Replace burlap every 60 days
Remove sediment deposits as necessary to provide adequate storage volume for
the next rain and to reduce pressure on the fence Take care to avoid undermin-
ing the fence during cleanout.
Remove all fencing materials and unstable sediment deposits and bang the area
to grade and stabilize it after the contributing drainage area has been properly
stsbthzed
0
662-3

13
Appendix 23
Figure 6 62a Installation detail of a sediment
fence _
Backfill min 8"
thick layer of gravel
?-- 14"
8 r TTI-IfIllIII IR
V-trench
•
Filter fabric

A" * i wire
yr? i i(((jj I I
4" i
References Runoff Conti ol Measures
6 20, Temporary Diversions
Outlet Protection
6 41, Outlet Stabilization Structure
Sediment Traps and Barriers
6 60, Temporary Sedunent Trap
6 61, Sediment Basin
• Appendix
8 03, Estimating Runoff

6624
Compacted fill
Extension of fabric and wire
into the trench
Appendix 24
• Soil disposal area in pasture between unnamed tributary and Little Warrior Creek.
showing access and silt fence placement. A grass buffer will be in place
outside of the silt fence.
IIY Access route
Old channel to be filled
dunn separate ro ect.?dJ.
'1 r
•
•? Prateeted by silt fence. y !
?? .. ? ? r `?" z
gr? b*
r J 4
W
r<
P -'v -78
`-/
Soil disposal area for Big C
.r Wamor Creek Project
r-•
Mirt ? - :,.YJ
R
l ?
# A
pal
`?,rItghway 18 i
r 1
?J
Natural Resources Conservation Service' w6kx 25
Wilkesboro Field Office
USDA
I.r Rm 244 Federal Building 207 West Main Street Wilkes Sod and Water Conservatior District
~ Wilkesboro, NC 29697-2465 Past Office Box 194
• 336 838-3622 Wilkesboro NC 28697
Contract Support Document
Wedon, Glen
1190 Fall View Road
boomer, NC 28806-6135
Contract Numbw 0197-01
Planned Estimated Cost / Cost
Tree Field item 1S Conservation Treatment Amount units Und Program Snore 2ik'YJ
1 SPRING DEVELOPMENT (S7a)
2400 12 1111 19.20.21.23.24
VA -9prng
1 a dove t 5 0 Hr 5c 00 WRP ;400 0% $250
1 D E-gravel 25 on S 14 RP 0°h 360
FILTER to
1c la. bnc 180 3 Yd $2.C'0 WRP 1M 0°/ i $36
Id
4"
I
20 0
Lin It
$2 65
W
1 CO 09
853

,
loft tw
ib ncre
t® 30" Round
1 0
Each
5150 CO
WRP
tCC 096
5150
2 USE EXCLUSION (472)
2400 12,10 19, 20, 21 2124
• 2; IFINCE-pe(M electric 16 650 G UnFt S 1 50 WV P 100 0S6 27,9
2400 13 3 AELI. t842)
PUMP-livelitwk
9a watonni; 10 Each 3600 CO WRP 100 0°ro $600
L•
consrUebonnlead
3b prAOon 1 O Job $2 656 00 WRP 100 0% AM $2,666
4 TROUGH OR TANK (614)
2400 9 13 15.16.22 28

48 FILTER CIA
wtWiietabre
8800
5gvo
$200
WRP
1000%
s-'.7
'JO
PPEI water
4b su Qftb <:2' 6,925 0 UnFt $1 50 WRP 10:0% S 10 388
4c STON ravel 350 0 Ton $14 40 WR 1030% $5,040
TANK"I'mandnt
E 10 0 Eso $53300 WRP 1000% AM SS 330
V L at,
4 0Vomak
bfass 9 0 Each 83300 WRP 100 0% 5257
•
S STM MBANK AND SHORELINE PROTECTION (560)
2400 91315.16.22.26
50 F m1, a 1100 Each 565 00 WRP 100% S630
LT CLOTH.
50 fabric 595 0 S Yd 12 00 WRP 100 0% $1100
E 290 on S 1440 W 100 0% $4176
tom,
Sd OR 60.120 CL6 2 0 Job $60000 WRP 100 096 $1600
R SS-ford,
se ax} 12.0 Cult 4 0 Jab $1,00000 WRP 102 01/4 $4000
PIPVC IF, 4-
5f sections 40 0 UnFt Moo WRP 10C 0r/r y600
Ilr????rl??l??..?.111 wr?-?• r.??- rr
Totes e-ost-share by Calendar Year
, S67 101
rnnlraf4 NILOM. P1 of M n - .J
Appendix 25
• T Comnct 1004harst $87,10t
NOTES
A. All items ftVrb8W vender Item mfr must be Wined out as pan of this conbad to prevent vmototion
8 Whin eatathIlhed, the Consenlatmon practlCes fisted ss "Planned Conservat!an Treatment must be maintained by tike panicloant at no cost to the
govemmarri.
C Enter tetal Coat per tarot undw Usti nV unless the metnpg of cost-share r6 flat rate When flat rate enter the &n10u11 per inn to be plug to the
parlkoant
D All cost she,* rstej shown tmrmdet "Cost Share" a e based on average Cost JAC) with the foliow.ng exceptions
AA a Actual costs not to exoeea evetage cost
FR a Fist rate
NC • Non cost filtered
AM s Actual cast not to exceed a speafteld maximum
This agormaw is used in bdh ne t:evewpment and umpidmantsaon of a Conservation, Rwamatuan or Water Ch al4y plan as the bens far technical
assistance andlor con sMong The authorities fw Such work are 16 U $,C SW34 (Sod and Water Conlon stwn); 16 U S C 680n(b) (Apncultr•e
Conservation) t6 U S C 590p(b) (Great P1*3), 30 U S C 1234 et seq (Rinds Abandoned Mine Reclamat,onl, 43 U S C 1592(c) (Colorado River Basin
SAtnnrty Controtl; The Food Seeunty Act of 1065, Public Low W 190, Federal AgdeAure improvement and Reform Act of , 996 Public law 104 127 one the
tegutaftoos promulgated thereunder Furnishing ,Mormatlon s volunta. / and will be coffidenbai, however, it is necessary in o•yjr to meeoie a3mstanco
8y signing the putlowt acknowledges teoeipt of this pract oe schedule and agrees to co ncly w'h the'erms and conditions hrrwof
CERTIFICATION OF PARTICIPANTS
•
Waston Ginn Date Andrews "a Dato
CONSERVATION DISTRICT
lI
Wdkes Sod and Water Constans urn Ntnct Date
NONDISCRIMINATION STATEMENT
T1e U S 080artment of AWK44" IUSOA) prohrblts dncuiminatton to ail its programs and acWtIes on ft basis of race odor nabcrai or pn sex, ra49-on
a" drssbutty, ppptcal b94efs, sexual onentation or manta) or family Status (Not alt prohibited bases apply to IN pmgrami ) Persors wrtn miabdrtres who
mctudo iwematw means for communlcabon of progra r lnf?rmatfon (6. ante large ptim, audiolaps, arc) snoulo contact USDA s TARGET Center at 2C2
220.2600 (voice and TOO)
To file a corriplarnt of docarnInabon, Nnta USDA, Director, Ofttoe of Crod Rights Room 326W IVVI titer BueatAg 14th and Indeaendew Avenue SW
Plash ngten, DC 20250-9410 or sate (202172C.-SW (voice Ara TOD) USDA is an equak opponurdy provider eM employer
0
•
Natural Resources Conservation Service
USDA Wilkesboro Field Office
Rm 244 Federal Building 207 West Main Street
Wilkesboro, NC 28697 2465
335 838-3622
Appendix 25
NRCS-LTP-11 E
WilkeS Soil and Water Conservation Gestnct
Post Office Box 194
WiUtesbom NC 28697
Contract Support Document
Weston, Olen
1190 Fall Vew Road
SaMer, NC 2IM4135
•
Contract Number 01 97-02
Planned Eatkneted C051 / Coat
Tract Fheed kem! Conaermon Treatmsnl Arrount Und3 URN Prop wn Share 2000
758 3, 4, 5, 7
758 3 4,7
758 3 4
1 TROUGH OR TANK (614)
'FILTER
t a ootexble fabric _ 660.0 So Yd $2 00 WRP 100 ON, 51 360
PE-water
1b 9 s <8 3,850 0 UnFt $1 50 WRP 10001/4 $5.775
__j C STONE-gravel 80.0 Ton 14 40 W 100 5% $0", !
T K-pemwer,t
10 weterhn ` 8 0 Each $533 00 WRP 100 0% AM $4264
VAL at,
to automabc, brass 7 0 Each $33 CO WRP 100094
5231
2 STREAMOANK AND SHOREUNE PROTECTION (6805
2a FENCE-Perm, ads 13 0 sch 0 WRP 1000% $845
FILTER CL M-
2D geftxtft fabr c 425 0 $Yd $2 CO WRP 10C 0% $850
20 TONE vet 210 0 On 116 40 WRP 100 0 $3,024
STREAM CROSS-ford
2d ep 120 cull 19 Job 51 CVJ 00 WRO 10C 0% 1,000
18" Ston7twa t
candurt(nmooth inter
:e Corru der) 90 0 LR $1875 IhRa 1000%
31,688
3 SPRING IDMOPMENT (574)
EXCAVATON wring
38 develcmoat 240 Ht Sb0 00 WRP 1000% $1,200
3b STON ravel 83 0 Ton 1440 WR 100 0, $1224
Collection ox
3c Conaele 30" Round 2 0 Each 115000 WRP 100 C% $300
FILTER ZLOTH-
3d aotextft 12bnC 92 0 S Yd S200 WRP t GD 0% 364
So .PVC 4' 400 U t 52 P 100 1116 106
reye ank
I
3f Rseervow -1000
got
20
Leen
150000
WRP 1
100c%
1100
4 USE fzXCLLIS*N (472)
758 3,4 5 7
4a fM. elednt 7 250 0 L nFt 11 50 10D 094 S
• Tots) Coat Share by Calendar Y4er 337 838
Taal Contract Cog4h&e 537,338
NOTES Appendix 25
A Ail Items numbered under '4em sr mutt be carried out as part of this contract to prevent violation
6 When established, the conservebon practices listed as "Planned Conservation Treatment"must be maintained by the participant at no Cost to the
government.
• C Enter total cost per unit umer'Cos" r unless the method of ecst-share Is hat rate Whon flat rate, enter the amount per unit to be paid to the
paAtc?pan?,
D Ail cost sham rates shown under 'Cost SNOW are based on average Cott (AC) with the 1040wing exceptlpnf
AA s Actual costs not to exceed average cost
FR = Flit rate
NC a Non cost-shared
Aso : Actual cost not to exceed a specified maximum
This itfomiatton is 6-sed to both the devetppment and unptementation of a Conservation Reclamation or Water Ojelity plan as the bans for technical
asststance ariifte post sharing The suthontles for such work ore 16 U S C SWe-r (Sod and Water Conservation), 16 U S C 590,4b) (Agr cure
Cons Noon), 16 U S C 590p(b) (Great Ptains). 30 U S C '236 et saq (Rural Abandoned M10 Reclamation) 43 U S C 1592(0) (Colorado River Basin
Sallniy Control) The Food Security Act of 1983, Public Lew ;s -198, Federal Agriculture Improvement and Reform Act of 1996, Public Law iOA-127 and the
regulations promulgated ttwiiunder Fumrshrng information u1 voluntary and win be confieQntrsl, however, It Is neowssary .n order to receive assistanoe
by signing the p 011panl at knowhedpsi fsWt of this practice SCnaidu?e and agrees to comply with the terns and CondWris hawf
CERTIFICATION OF PARTICIPANTS
•
Weston, Glen Date
J
i
Weston caryle Date
(CONSERVATION DISTRICT
WJkes S041 and Water Conservation D-Anct Dials
NOND?SCRIfdINATtON STATEMENT
The U S Departrrent of AgnWitura (USDA) prohibits discrintinaLon in all Ift programs and Wivdres On the basis of race color, natio-tal origin sex rangwn
age, disability political bettafs, Sexti91 orientation, or marital or fsrniy status Not all prohibited bases apply to all programs ) Parsons with d-sabiidtea who
require alternative means, for ewnmunieation of program information (Braille, isege print, audlotspe, etc I should contact USDA's TARGET Center at 202-
720.2600 (mice and TDD)
To file a complaint of discrimination, write USDA Director, Office of Clvd Rtgi,+s Room .26W, Whetan Building 14tH and Indepe^dence Aaenue SW
Washington, DC 20250.9410 or call [phone] (voice and TOD) USDA is an equal oppoe.nity provider and employer
1?1
Natural Resources Conservation Service
USDA Wilkesboro Field Office
Rrt1244 Federal Building 207 West Main Street
Mikesboro, NC 28697-2465
• 336 638.3622
NTP 1ES
RC,S-L
Wakes Soo and Water Conservation Dstrrct
Post Office Box 194
Wilkesboro NC 26697
Contract Support Document
Ham, CoWts A
9220 a. NC" 16
Boarnw, NC 288OH130
Contract kumber 0147-03
Planned Estimated Coat! Cost
Tract Field Rem 0 Conservatran Treatment Amourt Units Una Program Share 2001
1 TROUGH OR TANK (814)
2401 20 21, 22
FIL CL
Id ote4le fabttc 170 0 S 1'd $2 00 WRP 190.0°h 1340
-Water
10 gu 3, -2" 1,2W 0 LinP1 6150 NWRP too 0% $1,900
is ravel 0 Ton $14 100 0 $1,008
-pormenent
id watering 20 Each $53300 WRP IWO%AM $1066
sat,
to automatic, brags 2 0 Each $33 CO WRP 1000% $e6
•
2401 20 2 SPRING DEVELOPMENT 1574)
FILTER CLOTH- - I
2a ile fabric 30 0 39Y0 $2 to WRP too 0% no
PIPE-water
2b aupplymiti 4" 60 0 Lmfl 12 65 WRP 1000%
S159
ng Opment.
Zc eaddl0e 24 0 NrS $5000 WRP 1000% 81 200
taVel 24 0 an $1440 WRp 1000% 1346
3 STREAMS" AND SHORELINE PROTECTION (580)
2401 20 21,22
U_ FENCE-Perm, Aw 20 901 $65 00 WRP 100 0% $130

3b FILTER CLOTH-
eotexfde fattne
85 0
Yd
$2 00
WRP
10C O%
$170
3c STQNE?raval 420 Ton $' 440 WRP 1000% $605

3d ST t0 ,
ex 60-120 wit
1 0
ao0
$60000
WRP
1000%
5800
?•?? .wrww -,.?wwi
4 USE EXCLUSION (477)
2401 20,21 22
ea
IFE
N -pemt, eNetnc r t 3150 WR 1000% $3000
Tatet Cc* s1%nit Calendar Year 310 750
•
Total Contract Caat,Bhare $10, 750
I ........., YI --. A. A, n..
NOTES.
Appendix 25
A. All items numbered under item 4" must be carried out as pert of this contract to prevent violation
8 When established, the eOnS@(vauon practices IsMd AS 'Planned Conservattin TraWant' must be maintalead by the participant it no cost to the
government
• C Enter total cast per urn undet "Coo Nnir unless tt,e method of coat-Share as flat rate When flat rate eriter the amoant pal unit to be paid to the
Rartidpara.
D AN cost share fetes !town undar "Cott ghare' ere based on average cost JAC) with the falbiving exceptions
AA - Actual Coats not to exceed ararapa cost
FR n Fist rata
NC = Non Cott-shared
AM s Actual cast not to exceed a weohed maximum
Thte information is lied In both the development and Implementation of a Conservation, Reclamation or Water Gusilty plan as sera basis for technical
aaalstance and?er cost owing, The suthonbtas far such work are. 16 U S C S90s-f (Sail and Water Conservation), 16 U S.C 6901(b) (Ayrculture
Conservaton),15 U S G 590p(b) (Great Plains), 30 U S C (236 at seq (Rural Abandoned Mme Reclamation) 43 U S C 1592(cl (Coloreaa Rivsr Bann
Saritlty Control), The flood bounty Act of 1IMS, Pubic L.aw 99-196 Federal Agriculture Mnprovsment and RefortP Act of 1996, Public Low 0&127 and the
regOabons promutgaW thereunder Furnishing information is voluntary and will be confident+ai; however, h Is necessary In order to eeeervre assistance
By Stowe the pertlevent ledmowbdges receipt of this p?ea>!oe schedule and agrees to comply w4h trio terms end m nouns twPof
CERTIFICATION OF PARTICIPANTS
•
Ham Gota?e A. Date
I
Wimp, Glee _ Date
CONSERVAT'ON DISTRICT
Wilkes Sod and Waist Conservation District Date
J
NONDISCRIMINATION STATEMENT
•
The U S Depar(mertit of Agriculture (USDA) prohibits disc rrAnation in all Its program; ON actiwtles on the 0i"Is of lee color national od9tn, sex religion
age, dsablAy, political beliefs, sexual orwntatton of nlarltal or fam,y status (Not an crohibba bases apply to en programs) P®rsahe Meth &-abitdies who
require altema" means for eommumeatren of program Informsbon (Braille, large print, au Impel ate) shout coltoot JSDA a TARGET Garter at M
720.2600 (vote and Too)
To foe a complaint of d1101nineWel. Write USDA, Oireetor Office of Ovil Pights Roam 326W, Whitten Audding, 14th and indaper4er4a, Avenue, SW,
Washmten, DC 20250 8410 or call (202) 720-SW (vacs and TOD) USDA m an equal opportunity provider and omployer
f^n"Ir..w 161 -6- A. A- /.o 0- -,- 9 .d
• • 0
r+
n
r+
CD
N
rt
r+
3
cr
N
N
CD
Q
r+
.-t
CD
9C
G
N
CD
O
(Q
r+
iU
CD
w
n
SO
G
CD
I
CQCG
On
CD
CD
4%ft >
W ca
l< l<
3 3
v- v-
° °
0 0
? v
< n
o
CD T
<
v fu
°
CD CD
3
CD
7
0.

cn
3 o
cr
°
0
o
o
°
v
Q

m 0
0 °
U'
o
r
7 °
n N
°
0
3
cc
T
(
"C
t
f
L
(
i
.
r
k
k
k
z:

D
c?
a
X
•
•
r]
iP II'
111 I' 4'?a Jr
? fax ? s`
25+8Q
1`1

?+ ..

AA1I - Old Feed Barn
"to a
Mao
Structures to be used in the upper section of Big Warrior Creek and their application.
In the feedlot section (shown here) coir logs will be used to define the channel and
in other areas will be used in hign stress locations and along pools.
symbol for a cross-vane
Erosion control matting
j symbol for a rootwad
Coir Log
/ symbol for a Vane placement

•
0
Appendix II
Upper Big Warrior Creek alignment and approximate easement location.

^ M 4, -
W? q J i
•!9 ;_.
E

k
N
u

r{ ? M }r? t ? x a

w400'
2010'

[(ill tlg?

.;4
- e
r ?

x?
¦

A ?.
{
M

...
V 11.
•
l }
•