20190922 Ver 1_PCN Plan Set_20190801

Yadkin Valley Umbrella Mitigation Bank
Critcher Brothers Mitigation Site
Yadkin River Basin 20190922
Vicinity Map
Not to Scale
Project Directory
Engineering:
Wildlands Engineering, Inc
License No. F-0831
1430 South Mint Street, Suite 104
Charlotte, NC 28203
Emily G. Reinicker, PE
704-332-7754
USACE Action ID No. 2017-01913
USACE Project Manager: Steve Kichefski
Survey:
Kee Mapping and Surveying, PA
88 Central Avenue
Asheville, NC 28801
Brad Kee, PLS
828-575-9021
Wilkes County, North Carolina
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
PRELIMINARY PLANS ISSUED
WITH PCN APPLICATION
AUGUST 1, 2019
Stream Origins
STREAM
LATITUDE LONGITUDE
South Fork Fishing Creek
N36' 09' 23.44"
W81` 01' 51.56"
Critcher Tributary
N36' 09' 41.70"
W81' 01' 35.69"
Critcher Trib A
N36' 09' 29.26"
W81` 01' 43.56"
Critcher Trib C
N36" 09' 39.63"
W81' 01' 39.91"
Critcher Trib D
N36" 09' 41.89"
W81' 01' 37.21"
Antioch Tributary
N36" 09' 53.37"
W81' 01' 37.50"
Antioch Trib A
N36' 09' 54.20"
W81' 01' 37.52"
Antioch Trib B
N36' 09' 47.98"
W81` 01' 43.24"
Antioch Trib C
N36' 09' 52.17"
W81' 01' 46.33"
Chicken Tributary 1
N36' 09' 28.35"
W81` 02' 12.00"
Chicken Trib 1A
N36" 09' 31.01"
W81' 02' 25.26"
Robin Hill Tributary
N36' 09' 43.22"
W81' 02' 27.25"
Robin Hill Trib A
N36" 09' 48.38"
W81' 02' 23.06"
Robin Hill Trib B
N36' 09' 43.56"
W81' 02' 29.79"
Oak Tributary
N36' 09' 57.12"
W81` 02' 14.17"
West Fork Fishing Creek
N36' 09' 52.68"
W81' 02' 49.08"
Magnolia Tributary
N36' 09' 42.86"
W81` 02' 46.32"
Shew Ridge Tributary
N36" 10' 03.91"
W81' 02' 58.59"
Ironwood Tributary
N36' 09' 52.26"
W81' 02' 36.80"
Timber Tributary
N36" 10' 17.12"
W81' 02' 46.87"
Sheet Index
Title Sheet
Project Overview
General Notes and Symbols
Typical Sections
Plan Sheets
South Fork Fishing Creek
Critcher Tributary
Critcher Trib A
Critcher Trib C
Critcher Trib D
Antioch Tributary
Antioch Trib A
Antioch Trib Al
Antioch Trib B
Antioch Trib B1
Antioch Trib C
Chicken Tributary 1
Chicken Trib 1A
Robin Hill Tributary
Robin Hill Trib A
Robin Hill Trib B
Oak Tributary
West Fork Fishing Creek
Magnolia Tributary
Shew Ridge Tributary
Ironwood Tributary
Timber Tributary
SMP Grading
Planting
Erosion and Sediment Control
Details
2.1.1-2.1.18
2.2.1-2.2.10
2.2.11-2.2.14
2.2.15
2.2.16
2.3.1-2.3.9
2.3.10-2.3.14
2.3.15
2.3.16-2.3.19
2.3.20-2.3.21
2.3.22
2.4.1-2.4.4
2.4.5-2.4.7
2.5.1-2.5.3
2.5.4
2.5.5
2.6.1-2.6.2
2.7.1-2.7.7
2.8.1
2.9.1
2.10.1-2.10.2
2.11.1-2.11.2
Not Shown
4.1-4.8
5.0-5.18
6.1-6.13
X
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RALPH U. ANDERSON & WIFE
ti
\ VIRGINIA L. ANDERSON (LIFE ESTATE)
3n0
REGINA L. ANDERSON
\ PIN: 3898-54-2986
DS: 1201 PG: 75
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\ \
mm �u
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ARDEL B. BOWLIN & WIFE
N'o \
SHIRLEY A. BOWLIN
u
PIN:4739
D 751 PB: 751 PG::437
\
110
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mm
WF Fishing Creek a'
3D
RAYMONDT. NANCE & WIFE
TRISHIA M. NANCE
du
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PIN: 3898-45-8733
df.
DB: 1079 PG: 129
ANGIE SALE
PIN: 3898-78-0049
DB: 1232 PG 174
SALE LANDANDTI M BER, LLC
DB: 1022 PG: 50, DB: 1029 PG: 11,
& DB: 1236 PG: 382 & 383
PB: 9 PG: 169 & 170
PB: 11 PG: 545 & 546
JOHN E. COTHREN &
WIFE
- - DORA C.COTHREN
� PIN: 3898-87-9237
DB: 695 PG: 726
CRITCHER BROTHERS -----_
PRODUCE, INC.
PIN: 3898-75-5006 " Q
DB: 835 PG: 86 � I \
RALPH T. SPARKS, JR.
<iQ A
PIN: 4808-06-1862 / CHERIE R. TRIPLET
DB: 1016 PG: 105 / PIN: 4808-16-1032
n o I DB: 1164 PG: 6
JEFFREY B. KELLER & — _ — - — - —� I REFEFENCE: DB: 1044 PG: 42,
d� /m ti I JASON B. KELLER — - — - rJ DB: 272 PG: 142 & DB: 142 PG: 617
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IPARCEL THREE_
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OF WILKES, INC.
P IN: 4808-15-3590, 4808-15-5113
\ //� a• '1 & 4808-15-2795
DB: 1000 PG: 388
BOBBY L. SHEW,
Qa•P� / c I JEFFREY B. KELLER & I / PATRICIA SHEW,
E JASON B. KELLER & BRYCE F. SHEW
JEFFREY B. KELLER & PIN: 4808-05-1674 / PI N: 4808-25-9513
JASON B. KELLER I DB: 1124 PG: 124, (� / DB: 731 PG: 740
PIN: 3898-95-2202 I Q PARCEL TWO P,'(��•��
I 2.6.2/o DB: 1124 PG: 124,
-11PC
PARCEL
BOBBY L. SHEW & WIFE
-� PATRICIA SHEW
PIN: 4808-15-9086
DB: 360 PG: 181 & DB:
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-_-_-
a Antioch Trib B
C CRITCHER BROTHERS C� J E I o I / m 235 2 3-18 2.3.17 23.16 y
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\ / C PIN: 3898-75-5006 m �3' 9 \�
DB: 835 PG: 86 c� a'(J N I o o �$ N 236 ,�� 2.3.21 O
2.5.5' ,�'
\ \ 13.9 23' ` '2� � REX W. INSCORE & WIFE
`CE \ 3J�(�`` = BARBARA C. INSCORE
PIN: 4808-24-61676167
\ CE CF •\,� p.� c:� DB: 512 PG: 483
CRITCHER BROTHERS \ Q� �Z�� 03 2,1 (l\
PRODUCE, INC.
PIN: 3898-75-5006 ) ALAN K. ANDERSON �\ OHE C
\ DB: 835 PG: 86 (l PIN: 3898-63-7965 o N
DB: 1193 PG: 435 2.1.9
(/ c. CRITCHER BROTHERS 1•
ALAN K. ANDERSON r CRITCHER BROTHERS `v EXISTING BARN PRODUCE, INC.
\ PIN:3898-74-0033 PRODUCE, INC. TO REMAIN PIN: 3898-75-5006
DB: 699 PG: 488 S` BRANDON S. STOKES & WIFE
REF.: D6: 416-6:206, PIN: 3898-75-5006 a m DB: 835 PG: 86
N LISA M. STOKES
TRACT NUMBER \ DB: 835 PG: 86 n�/ m 0 tit 1-� PIN: 48
DB 8202-6:3697
SHERRY S. WILCOX, RACHEL S. CARTER, y.� •1 16 �J' /
&TONYA S. TEAGUE
PIN: 3898-63-9668
DB: 1265 PG: 130 \ 3� ck I•L am 2z -fig 2a
4-i I A 2 f (� / ROBIN M. STANLEY &HUSBAND
\ cE V ROCKYSTANLEY
PIN: 4808-13-7147
DB: 1259 PG:G:396396
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TROY PERRY& WIFE CI
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12 2.2.1DIANA PERR
PIN: 4Y737TOMMY W. SHEW & IFE ]
LINDA S.SHEW DB: 1204 PG: 208 V
PI N:3898-52-14191 ZZ,V _
DB: 516 PG: 926 I _ _ ICHAEL B. WILLIAMS & WIFE / \ " �•iLL /
DIANE H. WILLIAMS V
-�S�
PIN: 3898-92-1067OMICHAEL B. WILLIAMS DB: 729 PG: 812
&WIFE MICHAEL B. WILLINDIANE H. WILLIAMS & WIFE DON KATIELD . INSCE &WIFE
KATIE M.INSCORE
PIN: 3898-72-9202 DIANEH.WILLIA\ PIN: 4808-21-3763
MICHAEL B. WILLIAMS
DB: 649 PG: 751 PIN::3898-81-0983
3898-81-0983
DB912 PG: 314 JAMES M. WILLIAMS / DB: 1120 PG: S
i
& WIFE PIN: 3898-82-5368
- DIANE H. WILLIAMS DB: 957 PG: 238-
0'
PI
300' 600' 900' /' V DB:: 3898-71-4974
0 8 PG: 19 (HO -ON-)/ BILLY MATHIS
TROY C. PERRY &WIFE
/ PIN: 3898-PG:808 I GERALDINE B.
N: 4808-11-26811TER
DIANA H. PERRY C /� DB: 370 PG: 80
PIN: 3898-61-4638 / r \SPED / IDBDB::1241 PG 46 PG: 1:42
311
DB: 1202 PG: 161
N-
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V
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RALPH U. ANDERSON & WIFE
ti
\ VIRGINIA L. ANDERSON (LIFE ESTATE)
3n0
REGINA L. ANDERSON
\ PIN: 3898-54-2986
DS: 1201 PG: 75
ANGIE SALE
PIN: 3898-78-0049
DB: 1232 PG 174
SALE LANDANDTI M BER, LLC
DB: 1022 PG: 50, DB: 1029 PG: 11,
& DB: 1236 PG: 382 & 383
PB: 9 PG: 169 & 170
PB: 11 PG: 545 & 546
JOHN E. COTHREN &
WIFE
- - DORA C.COTHREN
� PIN: 3898-87-9237
DB: 695 PG: 726
CRITCHER BROTHERS -----_
PRODUCE, INC.
PIN: 3898-75-5006 " Q
DB: 835 PG: 86 � I \
RALPH T. SPARKS, JR.
<iQ A
PIN: 4808-06-1862 / CHERIE R. TRIPLET
DB: 1016 PG: 105 / PIN: 4808-16-1032
n o I DB: 1164 PG: 6
JEFFREY B. KELLER & — _ — - — - —� I REFEFENCE: DB: 1044 PG: 42,
d� /m ti I JASON B. KELLER — - — - rJ DB: 272 PG: 142 & DB: 142 PG: 617
uu N I o l PI
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3898-96-0111
Lj-I DB: 1124 -G: 124,
IPARCEL THREE_
Ce I
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2.7.6 2.7.7 N / ANTIOCH BAPTIST CHURCH
OF WILKES, INC.
P IN: 4808-15-3590, 4808-15-5113
\ //� a• '1 & 4808-15-2795
DB: 1000 PG: 388
BOBBY L. SHEW,
Qa•P� / c I JEFFREY B. KELLER & I / PATRICIA SHEW,
E JASON B. KELLER & BRYCE F. SHEW
JEFFREY B. KELLER & PIN: 4808-05-1674 / PI N: 4808-25-9513
JASON B. KELLER I DB: 1124 PG: 124, (� / DB: 731 PG: 740
PIN: 3898-95-2202 I Q PARCEL TWO P,'(��•��
I 2.6.2/o DB: 1124 PG: 124,
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PARCEL
BOBBY L. SHEW & WIFE
-� PATRICIA SHEW
PIN: 4808-15-9086
DB: 360 PG: 181 & DB:
o / ti ,C �' 510 PG: 257
-_-_-
a Antioch Trib B
C CRITCHER BROTHERS C� J E I o I / m 235 2 3-18 2.3.17 23.16 y
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DB: 835 PG: 86 c� a'(J N I o o �$ N 236 ,�� 2.3.21 O
2.5.5' ,�'
\ \ 13.9 23' ` '2� � REX W. INSCORE & WIFE
`CE \ 3J�(�`` = BARBARA C. INSCORE
PIN: 4808-24-61676167
\ CE CF •\,� p.� c:� DB: 512 PG: 483
CRITCHER BROTHERS \ Q� �Z�� 03 2,1 (l\
PRODUCE, INC.
PIN: 3898-75-5006 ) ALAN K. ANDERSON �\ OHE C
\ DB: 835 PG: 86 (l PIN: 3898-63-7965 o N
DB: 1193 PG: 435 2.1.9
(/ c. CRITCHER BROTHERS 1•
ALAN K. ANDERSON r CRITCHER BROTHERS `v EXISTING BARN PRODUCE, INC.
\ PIN:3898-74-0033 PRODUCE, INC. TO REMAIN PIN: 3898-75-5006
DB: 699 PG: 488 S` BRANDON S. STOKES & WIFE
REF.: D6: 416-6:206, PIN: 3898-75-5006 a m DB: 835 PG: 86
N LISA M. STOKES
TRACT NUMBER \ DB: 835 PG: 86 n�/ m 0 tit 1-� PIN: 48
DB 8202-6:3697
SHERRY S. WILCOX, RACHEL S. CARTER, y.� •1 16 �J' /
&TONYA S. TEAGUE
PIN: 3898-63-9668
DB: 1265 PG: 130 \ 3� ck I•L am 2z -fig 2a
4-i I A 2 f (� / ROBIN M. STANLEY &HUSBAND
\ cE V ROCKYSTANLEY
PIN: 4808-13-7147
DB: 1259 PG:G:396396
R6
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TROY PERRY& WIFE CI
U ?�Tt-'
12 2.2.1DIANA PERR
PIN: 4Y737TOMMY W. SHEW & IFE ]
LINDA S.SHEW DB: 1204 PG: 208 V
PI N:3898-52-14191 ZZ,V _
DB: 516 PG: 926 I _ _ ICHAEL B. WILLIAMS & WIFE / \ " �•iLL /
DIANE H. WILLIAMS V
-�S�
PIN: 3898-92-1067OMICHAEL B. WILLIAMS DB: 729 PG: 812
&WIFE MICHAEL B. WILLINDIANE H. WILLIAMS & WIFE DON KATIELD . INSCE &WIFE
KATIE M.INSCORE
PIN: 3898-72-9202 DIANEH.WILLIA\ PIN: 4808-21-3763
MICHAEL B. WILLIAMS
DB: 649 PG: 751 PIN::3898-81-0983
3898-81-0983
DB912 PG: 314 JAMES M. WILLIAMS / DB: 1120 PG: S
i
& WIFE PIN: 3898-82-5368
- DIANE H. WILLIAMS DB: 957 PG: 238-
0'
PI
300' 600' 900' /' V DB:: 3898-71-4974
0 8 PG: 19 (HO -ON-)/ BILLY MATHIS
TROY C. PERRY &WIFE
/ PIN: 3898-PG:808 I GERALDINE B.
N: 4808-11-26811TER
DIANA H. PERRY C /� DB: 370 PG: 80
PIN: 3898-61-4638 / r \SPED / IDBDB::1241 PG 46 PG: 1:42
311
DB: 1202 PG: 161
N-
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1030
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1035
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I�oR��oN,a�l
ENHANCEMENT II REACH TREATMENTS:
1. EXCLUDE CATTLE
2. TREAT INVASIVE VEGETATION
3. SUPPLEMENTAL PLANTING - SEE
PLANTING PLANS
"am
Sheet Index
15 N
2.1.14
2.1.13
2.1. 2
12 2.111
H � m
z 0,� 91
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j�j�Z�y ov
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2.1.5
F 2.1.4
U 2.1.3
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2.1.2
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211

1035
1030
1025
1020
104+20
104+50 105+00 105+50 106+00 106+50 107+00 107+50 108+00
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\ m
SAF 020 `` \ , 0
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--------------
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V1032.1.15
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NT 11
END
H 1
OfjO BEGIN REACH
2- RESTORATION BEGIN REACH 2 -RESTORATION
1030--,
---_ _ -V• =;`S.F �� FILL EXISTING
CHANNEL (TYP)
0 `mak
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1030
1025
1020
108+50 108+65
ENHANCEMENT II REACH TREATMENTS:
1. EXCLUDE CATTLE
2. TREAT INVASIVE VEGETATION
3. SUPPLEMENTAL PLANTING - SEE
PLANTING PLANS
Sheet Index
V1032.1.15
\�
\�
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2.1.16
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2.1.14 Z
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2.1.11 2.1.5
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2.1.10
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2.1.4
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2.1.2
1
I
2.1.1
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\ P D STA: 106+46``
-_-- ;� SF FISHING CREEK
NT 11
END
H 1
OfjO BEGIN REACH
2- RESTORATION BEGIN REACH 2 -RESTORATION
1030--,
---_ _ -V• =;`S.F �� FILL EXISTING
CHANNEL (TYP)
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x —fes �I- cece IN CONSERVATION EASEMENT.
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0' 20' 40' 60'
Z m w
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Fy wm,U w
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1030
1025
1020
108+50 108+65
ENHANCEMENT II REACH TREATMENTS:
1. EXCLUDE CATTLE
2. TREAT INVASIVE VEGETATION
3. SUPPLEMENTAL PLANTING - SEE
PLANTING PLANS
Sheet Index
V1032.1.15
\�
\�
2.1.17
2.1.16
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\
2.1.15
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2.1.14 Z
2.1.13
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2.1.5 ¢
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2.1.4
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n
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1
2.1.1

1030
1025
1020
1015
108+65 109+00 109+50 110+00 110+50
----------------- --
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L
FILL EXISTING CHANNEL(TYP)LU
=
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111+00
------ .-�'_c
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111+50
1�
112+00 112+50
1030
1025
1020
1015
113+00
%
✓'' icy �.� x110IOU
PROTECT EXISTING
WETLAND TO REMAIN (TYP)"-�
REMOVE EXISTING FENCE
IN CONSERVATION EASEMENT.
cE
0' 2
4' 6'
we ncnq
0' 20'
40' 60'
- 10
112+00 112+50
1030
1025
1020
1015
113+00
%
✓'' icy �.� x110IOU
PROTECT EXISTING
WETLAND TO REMAIN (TYP)"-�
REMOVE EXISTING FENCE
IN CONSERVATION EASEMENT.
cE
0' 2
4' 6'
we ncnq
0' 20'
40' 60'
Sheet Index
2.1.17
2.1.16
2.1.15 N
2.1.14 5
2.1.13
2.1.12
2.1.11 2.1.5 2.1.7
2.1.10 2.1.6 0-
2.1.5
Vu F 2.1.4
TaNU
Q
•
� 2.1.3
_
2.1.2
E
m
v
z v
3 a
v
2.1.1

1030
1025
1020
1015
113+00
113+50 114+00 114+50 115+00 115+50 116+00 116+50 117+00
oak_
NY
4,,/
It KtIV1UVtU
-------------
0' 2' 4' 6'
1030
cr
0' 20' 40' 60' Q D 2 m m o 0
Z m w
(HokizorviaL) Z G 6,4 G
� zu s
FN wmU E
1025 N`
1020
1015
117+50
m
N
oe
CE
CE �.CE_
N
N
,. h
------------
N
6vm
CE
a
\CE
SCE
FILL EXISTING CHANNEL (TYP)
CE
�
'1025__--
Q
' i
I
+
N
O
N
N
------
m N
N
N
y
II
W
+
N
O
II
O
ri
II
N
N
N
N
N
N
II
Q
}
}
ri
N
N
II
Q
W
W
II
a W
l�/1 IJlI
NO
„
II
W
�I
II
Ill
0
N
0
II
^
N
0
II
�
a
a
_
M o
d o
PROPOSED
BAN KFULL—
V
} N
O
} N
O
W
W
_....
...
�O.-I
J
¢ J
�
O
. •..
....
�...
�.... ..
.....
�....
.N
nN
lD
nN
Q
W
Q
W
-o.s%
\
W
W
�
I
�
I
EXISTING
GROUND
PROPOSED
GRADE
113+50 114+00 114+50 115+00 115+50 116+00 116+50 117+00
oak_
NY
4,,/
It KtIV1UVtU
-------------
0' 2' 4' 6'
1030
cr
0' 20' 40' 60' Q D 2 m m o 0
Z m w
(HokizorviaL) Z G 6,4 G
� zu s
FN wmU E
1025 N`
1020
1015
117+50
Sheet Index
r
o
�ot"o
10
oe
CE
CE �.CE_
, l
N
,. h
------------
6vm
CE
a
\CE
SCE
FILL EXISTING CHANNEL (TYP)
CE
�
'1025__--
Q
' i
I
—
=�-
------
Sheet Index
r
o
�ot"o
10
6vm
a
N

1030
1025
1020
1015
117+50
118+00 118+50 119+00 119+50 120+00 120+50 121+00
2� -
r1
-_ _
2.1.15 N
___
x x —4r
. ---
x
x
1
Ln
z
------------
CE CE
CE CE —=.I ��—i--cE_-�
CE CE CE CE cE.:7�
2.1.12
2.1.11 2.1.8
2.1.7
2.1.10
.1.
2.1.6
y,y
2.1.5
_U H
T
2.1.4
Q
•
n
U�
2.1.3
v
^'
2.1.2
E m
v
Z
3 9
v
2.1.1
O a O
m
W
N
o
O
+
N
0
0
0
o�
N
N
+
N
O
0
+ N
O
Ol
N
Ol
N
II
Q
II
W
II
II
W
Ol
O
0
O
O
N O
O
N N
m
Q
+N
O
n
o�
Vl
W
t~/1
w
w
w
N
W
N
W
a
Vl
J
Ed
a J
V1 W
II
W
II W
¢
N O
ri
PRO -
¢
PROPOSED
BANKFULL
in
J
J
in w
II II
�+
O
�+
O
w
N
N
Q w
0+
J
N W
.�..
�....�
`?
`?...
.........
.....
w
M
+
O
O
-00
.. �....
...
....
+
O
Vl
W
W
Vl
w..... IQI .>,
.....
N
W
WVl
'0.8%
\
Vl
W
Vl
W
-0.9%
PRbPOSED
GRADE
EXISTING
GROUND
118+00 118+50 119+00 119+50 120+00 120+50 121+00
-cE___c€_ CE CE -<E ck\
r€
0' 2' 4' 6'
1030 (cr
0' 20' 40' 60'
(HokizorviaL) Z c z c
�Z�sHwE
H E w
1025
1020
1015
121+50 121+80
,A14 11�_ O~
o �
Sheet Index
2.1.16
2� -
r1
-_ _
2.1.15 N
___
x x —4r
. ---
x
x
1
Ln
z
------------
CE CE
CE CE —=.I ��—i--cE_-�
CE CE CE CE cE.:7�
2.1.12
-cE___c€_ CE CE -<E ck\
r€
0' 2' 4' 6'
1030 (cr
0' 20' 40' 60'
(HokizorviaL) Z c z c
�Z�sHwE
H E w
1025
1020
1015
121+50 121+80
,A14 11�_ O~
o �
Sheet Index
2.1.16
2.1.15 N
2.1.14
1
2.1.13
2.1.12
2.1.11 2.1.8
2.1.7
2.1.10
.1.
2.1.6
y,y
2.1.5
_U H
T
2.1.4
Q
•
n
U�
2.1.3
v
^'
2.1.2
E m
v
Z
3 9
v
2.1.1
O a O

1025
i
1020
1 1015
1 1010
1005
121+80 122+00
�-------------------
122+50
----ma
�1
CE —CE
- CE
CE %
122+50 123+00 123+50
124+00 124+50 125+00 125+50
1025 o, 2' 4' 6'
(vE TICAy /Ur7
H ti ro �
0' 20' 40' 60'
^Z mw
(HORIZONTAL) Z G G
�Z�sHwE
HwmU w
1020 z ~
1015
1010
N
O
�
U)
ENHANCEMENT II REACH TREATMENTS:
�
y
1. EXCLUDE CATTLE
2. TREAT INVASIVE VEGETATION
2.1.13
3. SUPPLEMENTAL PLANTING - SEE
�Q
PLANTING PLANS
2.1.12
2.1.11 2.1.8
2.1.7
2.1.10
1.
2.1.6
N
U
C,5 A
2.1.5
�F2.1.4
T
Q
•
n
U te'
2.1.3
w
^'
� �
E m
m
�
N
+
n
O
m
m
>
N
PROPOSED
BANKFULL
w
to w
u
^
u
O
—
•.
.....
....
<D to
Q
H
1 0
N
w
>
-
Q
ti
u
w
1
�
in
w
w
STA = 123+29
ELEV = 1016.94
STA = 122+90
ELEV = 1015.78
PROPOSED GRADE
EXISTING
GROUND
\
�1
CE —CE
- CE
CE %
122+50 123+00 123+50
124+00 124+50 125+00 125+50
1025 o, 2' 4' 6'
(vE TICAy /Ur7
H ti ro �
0' 20' 40' 60'
^Z mw
(HORIZONTAL) Z G G
�Z�sHwE
HwmU w
1020 z ~
1015
1010
Sheet Index
2.1.16
126+00 126+20
�
U)
ENHANCEMENT II REACH TREATMENTS:
�
y
1. EXCLUDE CATTLE
2. TREAT INVASIVE VEGETATION
2.1.13
3. SUPPLEMENTAL PLANTING - SEE
�Q
PLANTING PLANS
2.1.12
2.1.11 2.1.8
2.1.7
2.1.10
1.
2.1.6
N
U
C,5 A
Sheet Index
2.1.16
2.1.15 N
2.1.14 5
2.1.13
2.1.12
2.1.11 2.1.8
2.1.7
2.1.10
1.
2.1.6
N
C,5 A
2.1.5
�F2.1.4
T
Q
•
n
U te'
2.1.3
^'
2.1.2
E m
m

1020
1015
1010
1005
1002
126+20
126+50 127+00 127+50 128+00 128+50 129+00
1020
1015
1010
1005
1002
129+50 130+00 130+50
Z __
______-
- ---
,1 ------ ----^
''
-__ - '- PROTECT EXISTING BARN ,
5sr;-
', 71 �° _; �_' ' � ��'•
/
-
�,11 TO REMAIN _ h'' +� .�; '' ' •,''
1
j ,', �.y`• � � CR -NM , I ' �• • �.... � ' c,
,
„
,
,
,
,
,
,
``i
VREMOVE EXISTING/FENCE i _• • ' '�` / ; cE r
j M
IN CONSERVATION EASEMENT. a; o0y FILL EXISTING CHANNEL (TYF
' /='� % d op5,;%ym%;',;✓;q'T /
ce V11
STA:
CONSERVATION EASEMENT ao STA:127+45
INTERNAL CROSSING CONSERVATION EASEMENT u1 l
'r
INTERNAL CROSSING
,PROTECTEXISTING BRIDGE s �o;.�, -00 _— _ _ _ / •' ��,% cE-� �� '/ r % r
1` _ -
r i TO REMAIN `} -_ -- -- --- - --_ - -- r i
l
1 _ %:� /
INV: 1004.32,•` --� - _ - - _Lw• - -- -- -- - ING CREE, _ = �; ��. ----------
Y,
LOW CORD: 1014.44' -_-- SF'fvS- - �'' / -- a
- _
DECK: 1016.06'
/
..:�`*. `>,...o , \ re ;RC1-/ B
\ ! 1
` 1
-..�� \ PROTECT EXISTING OULDER
c f' TOETOREMAIN
e STA: 127+45
SF FISHING CREEK
.i�
�•
--------
END REACH4-ENHANCEMENTII--- - ----- o
RATION rl----- —
�e BEGIN REACH 5 -RESTO
Az
CHANNEL STABILIZATION FOR
i CONCENTRATED FLOWS. j• , �; '
i
"am
0' 2' 4' 6'
(IT-L)
0' 20' 40' 60'
(HORIlONIL)
N
Sheet Index
15 N
2.1.14 5
Z 11 \OGS
2.1.13
2.1.12 m ) S¢
F 1
-" 2.1.7
2.1.10 2.1.6
'_'
.1. 01l O� g`4
N
'h
•
V�
u � 2.1.5 ¢
uu H 2.1.4
Q
•
u n 2.1.3
^'
2.1.2
E
m
EXISTING BRIDGE
TO REMAIN
•
N
001
I�
o
• . m
^
o
N
.
II
ti
II
II
,'2.3%
`
ti
^
O
o0
O
M
O
+
O
O
^
N
w...
aw
aw
.
.. _....
_
.. N
�
w
H
¢
W
¢
W
II
II
>
�w
_....
PROPOSED
BANKFULL
o o
• • —•
O -0.8%
ti
ti
II II
+ O
} O
—
—
•%
II
¢
��
w¢ w
m o
¢ w
m O
¢ w
0.5%
I
q,
EXISTING
GROUND
PROPOSED GRADE
126+50 127+00 127+50 128+00 128+50 129+00
1020
1015
1010
1005
1002
129+50 130+00 130+50
Z __
______-
- ---
,1 ------ ----^
''
-__ - '- PROTECT EXISTING BARN ,
5sr;-
', 71 �° _; �_' ' � ��'•
/
-
�,11 TO REMAIN _ h'' +� .�; '' ' •,''
1
j ,', �.y`• � � CR -NM , I ' �• • �.... � ' c,
,
„
,
,
,
,
,
,
``i
VREMOVE EXISTING/FENCE i _• • ' '�` / ; cE r
j M
IN CONSERVATION EASEMENT. a; o0y FILL EXISTING CHANNEL (TYF
' /='� % d op5,;%ym%;',;✓;q'T /
ce V11
STA:
CONSERVATION EASEMENT ao STA:127+45
INTERNAL CROSSING CONSERVATION EASEMENT u1 l
'r
INTERNAL CROSSING
,PROTECTEXISTING BRIDGE s �o;.�, -00 _— _ _ _ / •' ��,% cE-� �� '/ r % r
1` _ -
r i TO REMAIN `} -_ -- -- --- - --_ - -- r i
l
1 _ %:� /
INV: 1004.32,•` --� - _ - - _Lw• - -- -- -- - ING CREE, _ = �; ��. ----------
Y,
LOW CORD: 1014.44' -_-- SF'fvS- - �'' / -- a
- _
DECK: 1016.06'
/
..:�`*. `>,...o , \ re ;RC1-/ B
\ ! 1
` 1
-..�� \ PROTECT EXISTING OULDER
c f' TOETOREMAIN
e STA: 127+45
SF FISHING CREEK
.i�
�•
--------
END REACH4-ENHANCEMENTII--- - ----- o
RATION rl----- —
�e BEGIN REACH 5 -RESTO
Az
CHANNEL STABILIZATION FOR
i CONCENTRATED FLOWS. j• , �; '
i
"am
0' 2' 4' 6'
(IT-L)
0' 20' 40' 60'
(HORIlONIL)
N
Sheet Index
15 N
2.1.14 5
Z 11 \OGS
2.1.13
2.1.12 m ) S¢
F 1
-" 2.1.7
2.1.10 2.1.6
'_'
.1. 01l O� g`4
N
'h
•
V�
u � 2.1.5 ¢
uu H 2.1.4
Q
•
u n 2.1.3
^'
2.1.2
E
m

1015
1010
1005
1000
130+50
131+00 131+50 132+00 132+50 133+00 133+50 134+00 134+5
------------.?030_.
----------------------
------- ---- ----- - --
CE
CE
CE
__ CE -
_ cE
__ CE -
_
0' 2' 4' 6'
1015
cr
0' 20' 40' 60'
Z m w
o
(Hokizorvia�) Z t z c
�Z�sHwE
HwmU w
1010 A'
V
``Y
0�
0
GO�
;1005
1000
0 135+00
_xl
Sheet Index
2.1.6 �g4
U
U
M
4
Q
•
1.3
2.1.2
E m
2.1.1
v
Z v
3 9
v
m
+
m
N
w
o
ti
II
I
+
o
w
o
II
¢
W
ri
N
o
N
O
Ol
o
N
v~i
w
II
>
II
m
o
+
o
„>,
W
II
J
.
•�N_
�
N
PROPOSED
BANKFULL
¢
Vl
EXISTING
GROUND
II
Q
N
N
_ ,
r
�....
�..
_...
_.
..
+
0
0
.-I
0
0
_..
. _
...
O^1 • ..�.
p
.-I
W
II
II
II
II
.-I
N
N
oo
•.
�—
/
¢
t~/1
W
O
O
Vl
W
r
\\
¢
J ¢
J
c
1.0%
N
W N
W
mo
m:
w
in
in �
PROPOSED
GRADE
STA = 133+51 ,
74
ELEV = 1002.08
131+00 131+50 132+00 132+50 133+00 133+50 134+00 134+5
------------.?030_.
----------------------
------- ---- ----- - --
CE
CE
CE
__ CE -
_ cE
__ CE -
_
0' 2' 4' 6'
1015
cr
0' 20' 40' 60'
Z m w
o
(Hokizorvia�) Z t z c
�Z�sHwE
HwmU w
1010 A'
V
``Y
0�
0
GO�
;1005
1000
0 135+00
_xl
Sheet Index
2.1.6 �g4
U
U
M
4
Q
•
1.3
2.1.2
E m
2.1.1
v
Z v
3 9
v

1010
1005
1000
995
139+50
140+00 140+50
-' --- --- ---_ ---= - ____ -k
REMOVE EXISTING FENCE
�• x \ IN CONSERVATION EASEN
------------
141+00
L EXISTING CHANNEL (TYP)
141+50
142+00
2'
142+50
143+00
143+50
---------------------
-----1005----- � : — ------------'
0'
I '��
40' 60'
m
m
N
^
O
n
N
O
0
+
O
0
n
n
0
y
II
II
W
�I
O
O
+ O
O
O
0 p O
+ O
N O
II
w
W
Q
Q
II >
Q
II >
m
PROPOSED
BANKFULL
.�,
...........
w
w
—J
m
m
....
in
�.._
...
II
II
W
II
II
Q W
\
�
N
�
I
II
Q W
Q
♦ti—
--
W
W
Vl
W
Vl
-1.0%
EXISTING
GROUND
PROPOSED GRADE
140+00 140+50
-' --- --- ---_ ---= - ____ -k
REMOVE EXISTING FENCE
�• x \ IN CONSERVATION EASEN
------------
141+00
L EXISTING CHANNEL (TYP)
141+50
142+00
2'
142+50
143+00
143+50
---------------------
-----1005----- � : — ------------'
0'
I '��
142+on
`7000 . .
low-
.. _ . \ - _ _ ��r` _--- --= 1000`"'6' - --�• • - '�\"` (�tf'.n'`�.
... .....
z
-------------------------- ----------'.--- U
\ _ _.... .....
-----------.. }' .
_-__-_' ce cel`_
ce
ce
ce
CE
1005ce -
I
ce
ce
•� -- — --- ----- ce
CE
-- �— CE ce
%ce
_ --------
_ ________________
`` 1
O
---
1005
1000
995
143+g0
"am
Sheet Index
7
0'
2'
4' 6'
1010
0'
20'
40' 60'
1005
1000
995
143+g0
"am
Sheet Index
7

N �
1005 ^ O
1000
995
m
147+00
147+50
148+00 148+20
m
m
m
m
10
y
I W
N�
N�
ri
N
D1 N
n W
II
II
II
II
l+D
¢
in
J
w
PROPOSED
BANKFULL
¢
v~i
J
w
EXISTING
GROUND
II
II
m
0
ol
\Iq
II
II
II
II
>
W
II
¢
w10
=SII
w
-1.0%
\
99
PROPOSED
GRADE
99
990
143+80 144+00
- _____-
144+50
145+00
145+50 146+00
PROPOSED WETLAND__ -
TREATMENT BMP
I .�
0' 2' 4' 6'
5 0' 20' 40' 60'
Z
(Hokizorvia�) j�j�� Z c z 4 4 c
� zu s
HwmU w
2
0
146+50
147+00
147+50
148+00 148+20
FILL EXISTING CHANNEL
` REMOVE EXISTING FENCE
IN CONSERVATION EASEMENT,
STA: 144+28-'oo
�C
/ o
\ Op SF FISHING CREEK
END REACH 6 - RESTORATION _ ��-1i- ��'; _ `�_ ~( •'
,�(• y°a �� BEGIN REACH 7 -RESTORATION G,•` _
i - _
-------------
CE CE
CE
CE
CE
CE
V CF
0 -----------------
... _ ------ -
f.,` Sheet Index
X X L.l.li5
— 2.1.17
'-� - 2.1.16
2.1.15 N
1 2.1.14 5
/ LO�
2.1.13
2.1.12
2.1.11 2.1.8 2.1.7
2.1.10 2.1.6 0-
.1. �
1e
u � z.l.s ¢
a 2.1.4
U 2.1.3
2.1.

1005
1000
995
990
989
148+20
148+50 149+00 149+50 150+00 150+50
-,
N v r:,r
0' 20'
40' 60'
IHOR��oN,a�l
y------------\
2\
`
EE
� CE
_ � ce
------
k
'O�
-
EE EE ce
CE \2
CE
E
_
-CE -
o
�
�
a+
w
m
o
m
�+
o
+
o
r.,
m
W
II
N
>
„
II
>
BANKFULL
II
+
<D
m
W
m
II
PROPOSED
II
+
¢
<
W
w
¢
J
II
>
II
II
>
Owl
in
in
w
¢
w
EXISTING
GROUND11
w
...
....
w
....
ut
w
....
.
.
/
O+
N
N
¢
N
/
Q
Q
Vl
J
W
II
+
/'
J
J
II
II II
� D7
/
-0.8%
0.9%
Q J
PROPOSED
GRADE
148+50 149+00 149+50 150+00 150+50
-,
N v r:,r
0' 20'
40' 60'
IHOR��oN,a�l
y------------\
2\
`
EE
� CE
_ � ce
------
k
'O�
-
EE EE ce
CE \2
CE
E
_
-CE -
1005
1000
995
990
989
151+50 152+00 152+50
� I o
tttlVlVt M51 HIJ6EMNCt� ,__ \
`- «-IN CONSERVATION EASEMENT ------
\,__,,
k
-----------
"am
0' 2'
4' 6'
0' 20'
40' 60'
IHOR��oN,a�l
Sheet Index
15 N
2.1.14 Z
2.1.13
�A
2.1.12
2.1.11 2.1
2.1.10
1.
zr
uH
T.j
U
H
7
I
4,r
ti 0o,;: o
C9
� U
MO O
,Srr••1 �
�2•-i
,S••1 1�
U
`

1000 m 0
995
990
iu
ti m 0
II II m PROPOSED BANKFULL
w + N p
O N -- -
ti I ti N I~W! J a
99
IQI > Q
H J \ H J
I I
V1 W V1 W
\ I I
PROPOSED GRADE —
99
EXISTING GROUND
98
985
157+00 157+50 158+00
ZS - -
158+50 159+00 159+50 160+00 160+50 161+00 161+50
60" CMP
INV IN: 991.2'
INV OUT: 990.7'
%EXISTING FARM ROAD'
;.TO BE DECOMMISSIONED AND_,1025 --------
-_ - _ -
NG;.;i;: ;GRADE LOWERED BY 1.5' ---
- '--
30- - __ ----
0' 2' 4' 6'
we ncnq /U/117
10 H tim m
0' 20' 40' 60'
Z m w
(Hokizorvia�) = G 2 8 . c
Q� °-x
�Z�sHwE
Fy wm,U w
1
o
_n
ENHANCEMENT II REACH TREATMENTS: (�
1. EXCLUDE CATTLE bA
2. TREAT INVASIVE VEGETATION +!
3. SUPPLEMENTAL PLANTING - SEE
PLANTING PLANS �- Z
O O
U
Sheet Index
2.1.17
2.1.16
2.1.15 N
2.1.14 5
2.1.13
2.1.12
2.1.11 2.1.8 2.1.7
2.1.10 2.1.6
.1.
2.1.5
UH
a 2.1.4
U 2.1.3
� 2.1.2 E m N
v Z 3 9 v
2.1.1 0 a O v
m
985
157+00 157+50 158+00
ZS - -
158+50 159+00 159+50 160+00 160+50 161+00 161+50
60" CMP
INV IN: 991.2'
INV OUT: 990.7'
%EXISTING FARM ROAD'
;.TO BE DECOMMISSIONED AND_,1025 --------
-_ - _ -
NG;.;i;: ;GRADE LOWERED BY 1.5' ---
- '--
30- - __ ----
0' 2' 4' 6'
we ncnq /U/117
10 H tim m
0' 20' 40' 60'
Z m w
(Hokizorvia�) = G 2 8 . c
Q� °-x
�Z�sHwE
Fy wm,U w
1
o
_n
ENHANCEMENT II REACH TREATMENTS: (�
1. EXCLUDE CATTLE bA
2. TREAT INVASIVE VEGETATION +!
3. SUPPLEMENTAL PLANTING - SEE
PLANTING PLANS �- Z
O O
U
Sheet Index
2.1.17
2.1.16
2.1.15 N
2.1.14 5
2.1.13
2.1.12
2.1.11 2.1.8 2.1.7
2.1.10 2.1.6
.1.
2.1.5
UH
a 2.1.4
U 2.1.3
� 2.1.2 E m N
v Z 3 9 v
2.1.1 0 a O v
Sheet Index
2.1.17
2.1.16
2.1.15 N
2.1.14 5
2.1.13
2.1.12
2.1.11 2.1.8 2.1.7
2.1.10 2.1.6
.1.
2.1.5
UH
a 2.1.4
U 2.1.3
� 2.1.2 E m N
v Z 3 9 v
2.1.1 0 a O v

1000
995
990
985
PROPOSED BANKFULL
\ 0.5
EXISTING GROUND
STA = 165+06
ELEV = 988.09 PROPOSED GRADE
995
990
985
161+50 162+00 162+50 163+00 163+50 164+00 164+50 165+00 165+50 165+80
0'
2'
we ncnq
4' 6'
1000
-------
-, - - - - ----
_ I035
1 EXCLUDE CATTLE
---
-- ---- t
1 5
-------- --- ----- -- �1
o'
20'
(10-0—L)
40' 60'
995
990
985
161+50 162+00 162+50 163+00 163+50 164+00 164+50 165+00 165+50 165+80
-- --------
o o\_
}
-------------
-
------
/+---- -------
_= -
--------------
------------------- --------- -
/ / -�v_
--------------- —_ -
-----------'
-----
_____ ____,
ENHANCEMENT II REACH TREATMENTS:
-
-------
-, - - - - ----
_ I035
1 EXCLUDE CATTLE
---
-- ---- t
1 5
-------- --- ----- -- �1
______________
-------------
•
2 TREAT INVASIVE VEGETATION
` `' - ------- ------ --------------------
`-----`
---------- ---- `- --1025-
1025 _- -
--- ___ - - - __ - -_ -_ -- - --- --- -- -- -'� -- -- -
,1-
__ 0-
-- 3
_- __ _-
3 ANTING - SEE
SUPPLEMENTAL PL
• • . 025
-
------------------ ----------------------
= _ ,, _ - _ - - - - __ _- __
_— --.`; ;
'
PLANTING PLANS
-
-
=
-
_ - -- -
0 = — — - 102
-.—__________
-lo-
z 0
,
_
_
- -
o 0
1 •�_
S
_� 3 -- _- • - -_ •_ •- _ - ----------
- _-:�3;--�: __ _• `. �- - -_ -__ ----
_ - "------- -- _ _ _ _ -_ -- - - --- -_ - -- ----- -- -----
- _--_---- - ---__ -- -_ - - - - - -- -'- -- ---- - - - - -- -- - — -- — ---- 101 -
STA' 165+14�9
— _
'
-- --------
o o\_
}
-------------
-
------
/+---- -------
_= -
--------------
------------------- --------- -
/ / -�v_
--------------- —_ -
-----------'
-----
1010 _-' _
""
-- -----
-----
—
-' ,'-- --- — —
-- _ -
.1005---- — —
�
-- -
---
-- ---- t
1 5
-------- --- ----- -- �1
______________
-------------
•
-
__ T-� _ _ _ _ __
, ' ' - '
__ ____—____�— 33__� i / / _ _
_____—
.---
_ ____________
"__""-" -__-_"__ __ - -� _---------------------------
-'- _ -
________
______________ _
__
_ _
-_ �_
_ _ _
¢'
-.—__________
---------------------------------- __________
"i.
_ 1000 _ __ —_ ___. _ _
_________------------------------------------------------------
STA' 165+14�9
— _
'
---------------
'
-----------------
— ------"--------
-_
---------------------------------------- /' ' _
--------"-- ----------
-----_ "- - " SF FISHING CREEK
--�_ _-----------_ "------------
- '--- — --
_
---------------
___ '--------` /' ; "' _ __ ----' ____ ---------- END REACH 9 -ENHANCEMENT II
SF FISHI
-' NG -" - -"" BEGIN REACH 10 RESTORATION
---' �-
___ --- _ EE -------------
-Z
----- - ----- _- __-- ..
— - —
'� o
" -------------- -- -- ---- --- — -
_.
0�
'
4Q
"-'v--,-'- ' ___ _
>T-165+00 = -_
_ __ _ _ __
7_7
_y - __ __- ---_
,-J _ - b1#tS
_ ___-- ,_ _ _ _ --
E •�-ZE_�TE-- CE-_ rE__---- _ - - - -
"- _ ------
- , ---
_ _ _-__ _ _ _ - _______ _ __
_ _ _ _ _ __________ - ___ --tE__
_ - _____ ___ ___ -- —
----------0----
___ _ _ ---------- 0 - ______________ __________ ____ ____________ -
10 _ --
cf
---_--------------------- -_------- -_-EXISTING FARM ROAD "---
`'_-_ - V \_ _ ---- --------------------------------" ------------------- N '-
-TO BE DECOMMISSIONED AND':-
------------------
D�_
p\` -----------
TQ-= -----------
---"-----1015 - ----- ----- ----------------
- - —_
-- ------
_ ----'- - - ------------- ------ --_ - _ - - - --- �i
/ _ -- - : '--------- --- ------ --
----- - ---- _
— - - - - ------
---
-------
----------------------
-
•GRADE LOWERED BY 1 5' -
-
-
' = _ _ - - - --- -- ---- _ - - _
_
" -- - -------- -- ----------
--------
- -
_--' 1 - - -------- - __------- - _ - - -
' _-� - -'- 0 - - ---- _
_ •� _-_-' _
-
------------------- ---
-
-_ -1010------
-
-
Sheet Index
2.1.18
2.1.17
2.1.16
2.1.15 N
2.1.14 Z
2.1.13 �
A
2.1.12
.r
2.1.11 2.1.8
2.1.10
.1.
u 2.1.5
2.1
T n 2
Yl
/ G
O
1
�Z 4
(r
T
v
1.7
2.1.6 G0-
¢'
4
1.3
E�m
N
X12
z
2.1.1
o
o u
m

995
990
985
980
165+80 166+00
166+50 167+00 167+50 168+00 168+50
;'i,' '; i,, ��,• ; /; ; 1,
e
1'
_F
0°6
;FILL EXISTING CHANNEL TYP
--
,% j
va
SNIA,
992 /
..... ..... /
169+00 169+50
170+00 170+20
4' 6'
Ive ncnq
N
ti ii
w
0' 20'
40' 60'
LO N
w m
Q J
O
N
m
w_
2.1.15
Q
m
w
EXISTING
w
2.1.12.1.12.1.2
�N .
7
O m
_169+p0
o
L2.1.10
aa.
'--
io
Q
GROUND
w+ w
`.�°
Q w
PROPOSED
BANKFULL
+
Q_
m
r
w
N
..
i
li
i
w
w
ti
ti
Q w
v~i w
.....
......._.......
a
+
w m
ti ii
Q w
w
+
w
m
m
ii
w
w
....
...
....
....
....
....Q
_..
.. ._.
_.._.¢ �
991
ti
Q
v~
I
vF-
�
¢
vl
¢
vl
w
w
w
98:
PROPOSED
GRADE
980
166+50 167+00 167+50 168+00 168+50
;'i,' '; i,, ��,• ; /; ; 1,
e
1'
_F
0°6
;FILL EXISTING CHANNEL TYP
--
,% j
va
SNIA,
992 /
..... ..... /
169+00 169+50
170+00 170+20
-- -------
STA: 168+60
SF FISHING CREEK --"
END REACH 10 -RESTORATION '\
BEGIN REACH 11 -RESTORATION
�_--- J - - cF \ __ -_---- -----' _ ---- ___ --------
-_-- _ _ _
cF
995 ,_- --
f g9--
------
' ---- — — --- —"---—`
----
— _ — - --- =
---------
----------------------
----------- =
" -- F
----------------------------------
I
- F=' ,
0' 2'
4' 6'
Ive ncnq
2.1.17
0' 20'
40' 60'
2.1.16
2.1.15
2.1.12.1.12.1.2
�N .
7
_169+p0
- --------- - `.\ �1\
-- -------
STA: 168+60
SF FISHING CREEK --"
END REACH 10 -RESTORATION '\
BEGIN REACH 11 -RESTORATION
�_--- J - - cF \ __ -_---- -----' _ ---- ___ --------
-_-- _ _ _
cF
995 ,_- --
f g9--
------
' ---- — — --- —"---—`
----
— _ — - --- =
---------
----------------------
----------- =
" -- F
----------------------------------
I
- F=' ,
0' 2'
4' 6'
Ive ncnq
2.1.17
0' 20'
40' 60'
2.1.16
l'7
Sheet Index
2.1.18
2.1.17
2.1.16
2.1.15
2.1.12.1.12.1.2
L2.1.10
1.7
2.1.6 �0� o-0
2.1.

995
990
985
980
170+20
170+50
-
--------------------------------
�i
2.1.15 N
2.1.14 5
2.1.13
2.1.12
2.1.11
2.1.8
2.1.7
2.1.10
2.1.6
���
���
•
F
2.1.5
r --i
2.1.4
U
2.1.3
�
2.1.2
E m m
N
m
n
"
w
w •
—
_
0
m
n
"—�
w
O1
•_
_
°1
.....
u
¢
H
PROPOSED
BANKFULL
u
¢
EXISTING
GROUND
--
• •
._
..............
...
......
99
in w
in w
0.9%
98
PROPOSED
GRADE
98
980
170+20
170+50
-
--------------------------------
�i
2.1.15 N
171+00
171+50 172+00 172+50 173+00 173+50
00
N
91
ce 995
174+00
94
--------------
—
l cE
174+50 174+70
0' 2' 4' 6'
we ncnq U)
0' 20' 40' 60'
(Hokizorvia�) Z c z c
�ZE
Sheet Index
2.1.16
-
--------------------------------
2.1.15 N
0' 2' 4' 6'
we ncnq U)
0' 20' 40' 60'
(Hokizorvia�) Z c z c
�ZE
Sheet Index
2.1.16
2.1.15 N
2.1.14 5
2.1.13
2.1.12
2.1.11
2.1.8
2.1.7
2.1.10
2.1.6
���
���
•
F
2.1.5
r --i
2.1.4
U
2.1.3
�
2.1.2
E m m
N

1070
STA = 200+22
ELEV = 1070.42
STA = 200+25'
ELEV = 1070.42
STA = 200+32:
ELEV = 1070.34
STA =260+36
ELEV = 1070.54
STA = 200+39
ELEV = 1070.01'
STA =200+44
1065 ELEV = 1070.21
STA = 200+47
ELEV = 1070.08.
STA = 200+55
ELEV = 1069.75
STA = 200+55 _
ELEV = 1069.35
STA -200+63
ELEV = 1069.42
STA = 200+63
ELEV = 1069.02
1060
`J
ti
m
+
Oo
m
o ti
o^ � a
o
4'
O
+ o
II O 0
1075
N
¢
STA = 200+28
J
ELEV = 1070.87
20'
+ B O
STA = 200+00 STA - 200+19
N
ELEV = 1072.34 ELEV = 1071.30
SS
N
O
II o
O W
ti +11
w
L
1070
STA = 200+22
ELEV = 1070.42
STA = 200+25'
ELEV = 1070.42
STA = 200+32:
ELEV = 1070.34
STA =260+36
ELEV = 1070.54
STA = 200+39
ELEV = 1070.01'
STA =200+44
1065 ELEV = 1070.21
STA = 200+47
ELEV = 1070.08.
STA = 200+55
ELEV = 1069.75
STA = 200+55 _
ELEV = 1069.35
STA -200+63
ELEV = 1069.42
STA = 200+63
ELEV = 1069.02
1060
`J
/
I /
ZI
STA = 200+71�
ELEV = 1069.09
STA = 200+71
ELEV = 1068.69
STA = 200+79
ELEV = 1068.76
STA = 200+79
ELEV- 1068.36
STA = 200+87
ELEV - 1068.44
STA = 200+87
ELEV = 1068.04
STA = 200+95
LEV = 1068.11
STA =200+95
LEV = 1067.71
STA = 201+02
ELEV = 1067.78
I
STA = 201+03
ELEV = 1067.38
STA = 201+10]
ELEV = 1067.45
— STA = 201+11
ELEV = 1066.96
1
-4.3%—
S. Z
STA = 201+28
ELEV = 1065.53
STA= 201+33
ELEV = 1065.53
PROPOSED
O1 N
—m m—+
N W ,O 1 �
+ + W ON c + O d
> 11 N w ¢ J
I
STA = 201+80
ELEV = 1063.72
STA - 201+87
ELEV = 1063.27
200+00 200+50 201+00 201+50
--------- --------
--3 ----- -------------------------------10
— — J -- - —
--
,
_ u
'
ID
-- --- ---
---
_
-
-------------------------------------------------------
STA:200+00
CRITCHER TRIBUTARY-"---------
- BEGIN REACH 1 -RESTORATION ------
--____- PROPOSED WETLAND TREATMENT BMP
-----------------
----------------
---------------------
CE
-� cE I
CE
CE
f RST\t�� _ --
C �NER ;-i --
________________ —
�OO\�\\
L
CHANNEL (TYP)
1/N
i
w
oq
2'
4'
� N
1075
N
(vEaricny
0'
10'
(HOIIZONIL)
20'
+ B O
O T
N
N
O
II o
O W
ti +11
w
11
V
W
II O
cO cO
N
�¢
= J.F
1
w ¢
w II
II O ti
O+
�
A W
N
w ¢
w 11
O
N
+O
Obi I�
N
r^
W
H
Vt
J F- W
W
II
11
O ci
N
+ W
O
J
Vt W
W
<F-
Vt w
11
¢ W
O
N 11
W
+o
O
r
, O
W
N W
F-
¢ w
N 11
O ti
W0
W
w
¢ w
II II
c+i
O .-I
V~1
H J
¢
v w
v~ w
11w
¢ w
/
I /
ZI
STA = 200+71�
ELEV = 1069.09
STA = 200+71
ELEV = 1068.69
STA = 200+79
ELEV = 1068.76
STA = 200+79
ELEV- 1068.36
STA = 200+87
ELEV - 1068.44
STA = 200+87
ELEV = 1068.04
STA = 200+95
LEV = 1068.11
STA =200+95
LEV = 1067.71
STA = 201+02
ELEV = 1067.78
I
STA = 201+03
ELEV = 1067.38
STA = 201+10]
ELEV = 1067.45
— STA = 201+11
ELEV = 1066.96
1
-4.3%—
S. Z
STA = 201+28
ELEV = 1065.53
STA= 201+33
ELEV = 1065.53
PROPOSED
O1 N
—m m—+
N W ,O 1 �
+ + W ON c + O d
> 11 N w ¢ J
I
STA = 201+80
ELEV = 1063.72
STA - 201+87
ELEV = 1063.27
200+00 200+50 201+00 201+50
--------- --------
--3 ----- -------------------------------10
— — J -- - —
--
,
_ u
'
ID
-- --- ---
---
_
-
-------------------------------------------------------
STA:200+00
CRITCHER TRIBUTARY-"---------
- BEGIN REACH 1 -RESTORATION ------
--____- PROPOSED WETLAND TREATMENT BMP
-----------------
----------------
---------------------
CE
-� cE I
CE
CE
f RST\t�� _ --
C �NER ;-i --
________________ —
�OO\�\\
L
CHANNEL (TYP)
1/N
i
ntm
1070
y 0
II II
n w
EXISTING GROUND
PROPOSED BANKFULL
t 1065
--+ 1060
202+00
Sheet Index
N
2.3.10
N 2.3.15 2?
?� 2.3.14 2.3.4
ANTIOCH
TRIBUTARY
2.3.9 .3.7 2.'
CRITCHER
2.3.22
Q � m
zZ�N�mo
Z m k.
Z. o�
�Z�sHwE
H wmO v
0'
2'
4'
6'
1075
(vEaricny
0'
10'
(HOIIZONIL)
20'
30'
ntm
1070
y 0
II II
n w
EXISTING GROUND
PROPOSED BANKFULL
t 1065
--+ 1060
202+00
Sheet Index
N
2.3.10
N 2.3.15 2?
?� 2.3.14 2.3.4
ANTIOCH
TRIBUTARY
2.3.9 .3.7 2.'
CRITCHER
2.3.22
Q � m
zZ�N�mo
Z m k.
Z. o�
�Z�sHwE
H wmO v

i
1070
1065
1060
1055
1050
202+00 202+50
Y --Y--y Y Y Y Y Y Y ___ _- --' v'
- ---;--------------
---- --3J
I --- " "
p -r — _
-----------------_____�` 3D------
J__3J '0— '
f I,,—
_----
-------- z I STA:202+07
-' CRITCHER TRIBUTARY
_ll END REACH 1 - RESTORATION
BEGIN REACH 2 -RESTORATION
Ui
i
203+00
203+50
1070
1065
1060
PROPOSED BANKFULL
1055
1050
204+00
.T.IL�!Ili_I!.
3
CE
0' 2' 4' 6'
(VERTIGL)
0' 10' 20' 30'
(Hoaizorvra�)
2
Sheet Index
7
N
2.3.10
N 2.3.15 2.3.1
1" 2.3.22
?� 2.3.14 2.3.4 m
2.3.16
ANTIOCH
TRIBUTARY
2.3,9 .3.7 2.3.19 2.3.20
CRITCHER
RIBUTARY 2.2.15 2.2.1 y
o¢ •
2.2.3 ° [� /�'
2.2.10 Q u ` V
•
2.2 .8 N
2.14
7 2.2.11 v z c 3 v
n
+
0
N N
O
+ 0 N N
O
N
II
II
W
N O—+ lD p
ON `i NO 0
W
H
ry N
O
O
/W\
I
OOw
/
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m o
0+ W
w¢
�
Nw Nw
oNo
OW
+
-O
NO
O
+OO
¢
Q J Q
O
O1 O Vl
W W
¢i.n
W
O
N
II
N
M
/m O
+
O
¢
II
p¢
Wm
O
—Hin
mM
+
N
+ m
Wcl
mo~/
cl
II
O
mWWn
m
o
m
W +
m +
0
3%
1
~II~
O
W
m
o m
o
Q
II
MOppOW
O
N
Nri
0
-35%
�.OI.I
L '
\
¢
ww
~
+
m +
O
M~
O
¢
W
onD7
N
• .
W
O
O
N
II
W
\
-5.4 %
• �..
, • -2.9%
\
in
win
w
mom
O
o
o
>
\
\
I
I
-4.4%
\ �
I
PROPOSED
GRADE
EXISTING
GROUND
203+00
203+50
1070
1065
1060
PROPOSED BANKFULL
1055
1050
204+00
.T.IL�!Ili_I!.
3
CE
0' 2' 4' 6'
(VERTIGL)
0' 10' 20' 30'
(Hoaizorvra�)
2
Sheet Index
7
N
2.3.10
N 2.3.15 2.3.1
1" 2.3.22
?� 2.3.14 2.3.4 m
2.3.16
ANTIOCH
TRIBUTARY
2.3,9 .3.7 2.3.19 2.3.20
CRITCHER
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o¢ •
2.2.3 ° [� /�'
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2.14
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O
m
ti w
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v
v
II
W
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N
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+
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1050
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m IU m H J o vt o ti
¢ w ¢ w �+° rn + rn in w N II O .-I r,.. ) N rn r.i
t~n W t~n W 0 0 0 0 II W N
II II r l O m O
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DC7
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in win w
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EXISTING GROUND \
=�=
n
----
205+00
-------------------
, M CE CECE CE
------------------------------
j
___ ____
205-_+__ 5_-0- _
0
60
1055
PR
OP-O
N
ULL
1050
1045
206+00
------------
----------
-----------------
-_
-------__
-
- -K-F-
-_-
-
2' )vE ncny
4'
26
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10' 20' 30'
(10-0-L)
u
UGm',HrwvU
J
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u
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t
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N00''
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2.3.15 2.3.1
-------------- .____ 2.3.22
ANTIOC2.3.14 2.3.4 2.3.16H
_________________ `______----__---.I __"----- TRIBUTARY 2.3.19 2.3.20
___________ --------------
2.39 .3.7 2.2.16
CRITCHER
TRIBUTARY 2.2.15 2.2.1
_______________—____ 2.2.10�----------------
M`
I
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CE________________________
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=�=
----
205+00
-------------------
, M CE CECE CE
------------------------------
j
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205-_+__ 5_-0- _
0
60
1055
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OP-O
N
ULL
1050
1045
206+00
------------
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-----------------
-_
-------__
-
- -K-F-
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-
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4'
26
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(10-0-L)
u
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u
U
t
. _
1
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-
N00''
•-
A,.ooo9n-E
-
U
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2.3.15 2.3.1
-------------- .____ 2.3.22
ANTIOC2.3.14 2.3.4 2.3.16H
_________________ `______----__---.I __"----- TRIBUTARY 2.3.19 2.3.20
___________ --------------
2.39 .3.7 2.2.16
CRITCHER
TRIBUTARY 2.2.15 2.2.1
_______________—____ 2.2.10�----------------
M`
I
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.2.14----- _ N
2.2.11
CE________________________
CECE
205-_+__ 5_-0- _
0
60
1055
PR
OP-O
N
ULL
1050
1045
206+00
------------
----------
-----------------
-_
-------__
-
- -K-F-
-_-
-
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4'
26
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-------------- .____ 2.3.22
ANTIOC2.3.14 2.3.4 2.3.16H
_________________ `______----__---.I __"----- TRIBUTARY 2.3.19 2.3.20
___________ --------------
2.39 .3.7 2.2.16
CRITCHER
TRIBUTARY 2.2.15 2.2.1
_______________—____ 2.2.10�----------------
M`
I
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.2.14----- _ N
2.2.11
CE________________________
CECE
-
- -K-F-
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-
2' )vE ncny
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26
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u
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2.3.15 2.3.1
-------------- .____ 2.3.22
ANTIOC2.3.14 2.3.4 2.3.16H
_________________ `______----__---.I __"----- TRIBUTARY 2.3.19 2.3.20
___________ --------------
2.39 .3.7 2.2.16
CRITCHER
TRIBUTARY 2.2.15 2.2.1
_______________—____ 2.2.10�----------------
M`
I
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2.2.11
CE________________________
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_________________ `______----__---.I __"----- TRIBUTARY 2.3.19 2.3.20
___________ --------------
2.39 .3.7 2.2.16
CRITCHER
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CE________________________
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�
m
206+00
206+50
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+
m
w
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—
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\
1040
206+00
206+50
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CE lzl�
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207+00
207+50
208+00
1050
PROPOSED BANKFULL
1045
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ELEV = 1044.81
1040
208+20
Sheet Index
N�
2.3.10
N 2.3.15
'1
2.3.14 2.3.4
ANTIOCH
TRIBUTARY
�� 2.3.9 .3.7
2.3.22
7
I
CRITCHER
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o¢ •
2.2.3
2.2.10
•
2.2 .8 N
2.14
7 2.2.11 v z c 3 v

1045
1040
1035
208+20
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m m
w+ o W o O
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oq
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208+50
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II
U
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0
^
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CE CE CE CECE
__________-
``-EE SSE_ -CE CEl CE S CE —
_
O
O
¢
w
p
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m
o
m
II
¢
II _ II
w ¢
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H
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vwi
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w
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a
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w
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m
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to
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PROPOSED
GRADE
EXISTING
GROUND
STA = 209+77
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ELEV = 1040.30
ELEV = 1040.20
ELEV = 1040.20
-----------------
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208+50
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U
f" _______________
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-------------------
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__________-
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_
209+00
1050
1045
PROPOSED BANKFULL
1040
1035
209+50 210+00 210+30
------- /
3J � -- _--
--` - ----
-_--- -- -- - -
- - -_ - - 3J-_�
_-
- - ---- --------
_-
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CE CE CE CE
0' 2' 4' 6'
(vEari cny
0' 10' 20' 30'
(H0 -0—L)
'v
Sheet Index
N�
2.3.10
N 2.3.15 2.3.1
1 2.3.22
?� 2.3.14 2.3.4
ANTIOCH 2.3.16
TRIBUTARY
2.3.9 .3.7 2.3.19 2.3.4
7
CRITCHER
RIBUTARY 2.2.15 2.2.1 y
o¢ •
2.2.3 N
2.2.10 Q u
•
2.2 .8 N
2.14
7 2.2.11 v z c 3 U v
l\ f] O Uti

1045
1040
1035
1030
210+30 210+50 211+00 211+50
__ \��. / 3J 3J 31 3J ' 3J
3J 3J
3J�
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31
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----`lOgS_
-------------------
\ ________________ _
----
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ce
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212+00
1045
1040
PROPOSED BANKFULL
6
1035
1030
212+50
0' 2' 4' 6'
weancnq
0' 10' 20' 30'
MEMEMMEMMI
(HORIZONTAL)
N
Sheet Index
N
2.3.10
N 2.3.15 2.3.1
1 2.3.22
?� 2.3.14 2.3.4
ANTIOCH 2.3.16
TRIBUTARY
2.3,9 .3.7 2.3.19 2.3.4
7
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2.2.10 Q U
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2.2 .8 N
2.14
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II
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N
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m0
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m
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m
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w
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p
p
p
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N
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II
N
II
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O
N
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GRADE
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\ ________________ _
----
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212+00
1045
1040
PROPOSED BANKFULL
6
1035
1030
212+50
0' 2' 4' 6'
weancnq
0' 10' 20' 30'
MEMEMMEMMI
(HORIZONTAL)
N
Sheet Index
N
2.3.10
N 2.3.15 2.3.1
1 2.3.22
?� 2.3.14 2.3.4
ANTIOCH 2.3.16
TRIBUTARY
2.3,9 .3.7 2.3.19 2.3.4
7
Y
Q�,eo� o
0�
CRITCHER
RIBUTARY 2.2.15 2.2.1 y
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2.2.10 Q U
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2.14
7 2.2.11 v z c 3 U v
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1035
1030
1025
1020
214+50
W N
p� O
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N f N
II
215+00
-----------
---------------------------------
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--- _---------
--__-------------------- -
%-----------------
----------
FILL
------ — 3
---- " FILL EXISTING
-----------__— CHANNEL (TYP)
� N
I
215+50
216+00
—3
N
1035
1030
30POSED BANKFULL
1025
1020
216+50
i � CR�R �• � � N�
I
c
� STA: 248+86
• —• • • — R�Tc I CRITCHER TRIB A
A/l rQ/ U �• END REACH RESTORATION
oo ,
0
% 474, . •
------------
m , —
0 0
i STA: 216+28 `
0' 2' 4' 6'
(VERTIGL)
0' 10' 20' 30'
NEENTEn
(HORIZONTAL)
AV
Sheet Index
CRITCHER TRIBUTARY 5 c
END REACH 3 - RESTORATION
BEGIN REACH 4 - RESTORATION
I
STA: 216+37
I
CONSERVATION EASEMENT
` INTERNAL CROSSING Q
2.3.10
2.3.15 2.3.1
�{ I�
I V 2.3.22 -
+5 �� 2.3.14
ANTIOCH 2.3.4 2.3.16
H �F, TRIBUTARY
2.3.9 .3.7 2.3.19 2.3.20
2.2.16
/ CRITCHER O O .,
/ TRIBUTARY 2.2.15 2.2.1 Q .,
00
2.2.3 N
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PROPOSED GRADE
215+00
-----------
---------------------------------
I
--- _---------
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----------
FILL
------ — 3
---- " FILL EXISTING
-----------__— CHANNEL (TYP)
� N
I
215+50
216+00
—3
N
1035
1030
30POSED BANKFULL
1025
1020
216+50
i � CR�R �• � � N�
I
c
� STA: 248+86
• —• • • — R�Tc I CRITCHER TRIB A
A/l rQ/ U �• END REACH RESTORATION
oo ,
0
% 474, . •
------------
m , —
0 0
i STA: 216+28 `
0' 2' 4' 6'
(VERTIGL)
0' 10' 20' 30'
NEENTEn
(HORIZONTAL)
AV
Sheet Index
CRITCHER TRIBUTARY 5 c
END REACH 3 - RESTORATION
BEGIN REACH 4 - RESTORATION
I
STA: 216+37
I
CONSERVATION EASEMENT
` INTERNAL CROSSING Q
2.3.10
2.3.15 2.3.1
�{ I�
I V 2.3.22 -
+5 �� 2.3.14
ANTIOCH 2.3.4 2.3.16
H �F, TRIBUTARY
2.3.9 .3.7 2.3.19 2.3.20
2.2.16
/ CRITCHER O O .,
/ TRIBUTARY 2.2.15 2.2.1 Q .,
00
2.2.3 N
/ 2.2.10 Q O
•
N
+5 . 22.8
2.14
I LF
II 2.2.11 V z 3 t
I rF

1035
1030
1025
1020
216+50
217+00
217+50
218+00
218+50
1035
1030
PROPOSED BANKFULL
1025
EXISTING GROUND
1020
218+70
I
------------------
I
I
I
0' 2' 4' 6'
0' 10' 20' 30'
(HORIZONTAL)
Sheet Index
N�
N
2.3.10
2.3.15
2.3.1
2.3.22
2.3.14 2.3.4
ANTIOCH 2.3.16
TRIBUTARY
3.7 2.3.19 2.3.2
0
2.2.
16CHER
c
o¢ •
N
N
a
m
�}
N +
N
O
N
N
O
N
rl
a~
O
Q
W
W ^
O ^
O N
W
Q
W
W
N
%
Q
w Q
H
W V1
w
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W
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II
W
�
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II
H
V1
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_—.-.
.�.��...
_. .
—
I
1
STA = 216+86
STA = 216+88
ELEV = 1024.69
ELEV = 1024.69
PROPOSED GRADE
217+00
217+50
218+00
218+50
1035
1030
PROPOSED BANKFULL
1025
EXISTING GROUND
1020
218+70
I
------------------
I
I
I
0' 2' 4' 6'
0' 10' 20' 30'
(HORIZONTAL)
Sheet Index
N�
N
2.3.10
2.3.15
2.3.1
2.3.22
2.3.14 2.3.4
ANTIOCH 2.3.16
TRIBUTARY
3.7 2.3.19 2.3.2
0
2.2.
16CHER
c
o¢ •
N
N

1030
1025
1020
1018
218+70
219+00
219+50
0' 2'
N
6'
(v
T )
m
1030
o' 10'
20'
oN
(HO-ONTAL)
i
(
)
)
)
W+
0
N
N
O
r
p
O
n
+
N
N^
O
Q
H
Vl
W
J
W
N
M
O
N
N M
0Va~1
W
W
N
O
O
ON
N
O
N
O O
N II
N
M
O
Q
Ol
^
W^
w+
N
N
O+
N
N
a
J
" W
N
II
II
J
II
¢
Ol
O
p
0
V1
W
N W
ri
N
0
ri
W
0
N
Q
N
W
w
o
EXISTING GROUND
V1 W
V1 W
Q
Vl
W
W
N
Q--
N
Vl
...._...
•
W
Vl
W
--
-.
•• —•••• .....
.....
PROPOSED BANKFULL
—
\
_....
_... ....
_....
.... _...
—
.... ..... .... _...
-0.7%
�\
\
------/�`
�---_
//
//
STA=220+80
— —
— — —
ELEV = 1023.64
PROPOSED GRADE
219+00
219+50
220+00
---------------
REMOVE EXISTING FENCE
IN CONSERVATION EASEMENT ` ` ` `
i
i
-
i
)
� � I
II
220+00
i
(
EXISTING CONCRETE PAD ,
CE
cF
\ cF
\ cF
\ cF
\ cF
\ cF
\ C
TO BE REMOVED
220+50 221+00
i
i
I I
I I
Y
%0
--------- - ---
z 1
STA: 221+13
CRITCHER TRIBUTARY Z1x
END REACH 4 - RESTORATION \• 00
�.
i
i
0' 2'
4'
6'
(v
T )
1030
o' 10'
20'
30'
(HO-ONTAL)
i
(
)
)
)
220+00
---------------
REMOVE EXISTING FENCE
IN CONSERVATION EASEMENT ` ` ` `
i
i
-
i
)
� � I
II
220+00
i
(
EXISTING CONCRETE PAD ,
CE
cF
\ cF
\ cF
\ cF
\ cF
\ cF
\ C
TO BE REMOVED
220+50 221+00
i
i
I I
I I
Y
%0
--------- - ---
z 1
STA: 221+13
CRITCHER TRIBUTARY Z1x
END REACH 4 - RESTORATION \• 00
�.
i
i
1025
1020
1018
221+20
Sheet Index
N�
2.3.10
N 2.3.15 1 2?
?� 2.3.14 2.3.4
ANTIOCH
TRIBUTARY
2. .9 .3.7 2.'
CRITCHER
2.3.22
73�h c
0' 2'
4'
6'
(v
T )
1030
o' 10'
20'
30'
(HO-ONTAL)
1025
1020
1018
221+20
Sheet Index
N�
2.3.10
N 2.3.15 1 2?
?� 2.3.14 2.3.4
ANTIOCH
TRIBUTARY
2. .9 .3.7 2.'
CRITCHER
2.3.22
73�h c

0' 2' 4' 6' U)
a O
O m ti m O
1045 0 0 + m m m O1 1045 z
0-�pO
�
nmW�wII
(HoaizoNrvra
y
1 GZ
0 +
0 0 0 -0Q 0 0 Z G} +0 � �O¢W II -1II NII +W W wO O
wOvt w + aZ
OOOO DMW ¢— ¢ WD O
+M+d
OO\0OOO
w+II n- w__
¢O MQQw O
W!II + +¢ > > o o
1040 1040PROPOSED BANKFULL
.. 'o��m'"'
t�
mHmw�o
16% STA = 241+98
ELEV 1035.28
PROPOSED GRADE
1035 10
STA 241+STA =241+68 EXISTING GROUND
ELEV 1035.56 ELEV = 1035.56
1030 1030
240+00 240+50 241+00 241+50 242+00
-------------------------------------------------
05
�wawGE
----- - , --
x.
-
_ ---- ---
----1,
0
-'
"—
,
--
5-
------------ 3
-
______'__/_'_
__________ 'v�IiI�Uz_NQ__ ,
________________10 —
4 — —
0 0
p 1055-_-____
_- +�•, �f+,C,1ji
U�
��
__ LLJ
cz
- " Cf)
-- ""__ 240+00
------
"_-
--------
---
,
,
_
C_RI
-T:C. H,-E;;R-T-R-I'B ' /A ___ __--__f_E-____-____-_•____"_-"_z, �. i
1: 0
40 - I-
0
BEGIN REACH 1RESTORATION -------- ---
"• ,'.
FILL EXISTING
L(TYP)=CHANNE
--------------
R z400; CN ------
CAI'
----
CS
She3e
t14I
ndex
CR-CR
cw
----
— 22.3
.3.1.40
2.3.2 2
2.3.16ANTIOCH
TRIBUTARY
2.39 2.3.192.3.2
0
DEBRISPILETO2.2.16
L'o-
__
0145 CRITCHERBE REMOVED ---___ _- ____ TRIBUTARY2.2.15----- _- p_- - __________
2.2 .
1
____ --L CE _ _ 2.2.10 .2.3
CE - __
CE _ _______ _ _ _---
�0
N•
CE
——
—_—___ _ CE___ FCE CE CE
CE CEi 2.2.5CE CE .2.14
"_________________ CE CE CE CE vE_____ ___
CE mq
N
2.2.11
_______

1045
1040
STA =242+02
ELEV = 1035.28
1035
1030
242+00
---------',
350
------------------------------------------------------
--------------------------------------------------
---------------------------------------
c
------3--
cHA N"EL(Ty
Zn----------------�
242+50
243+00
243+50
1045
0' 2' 4' 6' cr
�vE ncny � ZU' m u.
0' 10' 20' 30' �1 w
zt
aZ�rHwE
HwmO w
1040 ~
'ROPOSED BANKFULL10
4
1035 _c')
1030
244+00
Sheet Index
N
2.3.10
N 2.3.15 2.3.1
2O 2.3.22 c
2.3.14 2.3.4
ANTIOCH 2.3.16
�. �- TRIBUTARY
�� 2.3.9 .3.7 2.3.19 2.3.20
. __— 2.2.16
0
o
+
0 O
D
O
N
N
O
W
O
m
II
Q
0 +
m
O
> N
lV
M
t~/1
W II
W
----+
N
N II N
Q
O
N
m
m
o
m
o
IIIIw
+
W
m
i
m
in
w
J ti
ti Q
J
N
II
_w
N O
N O
N
w
N
II
m
N
o
Q
Q
in
W
w
Q
N
W
__
-- -
w
w
W
��
m
m
II
J
W
II
W
w
-----
�
`�
EXISTING GROUND
n w
n w
a
a
... _.
..._
_
—
�.
�....
14
\
PROPOSED GRADE
\
cHA N"EL(Ty
Zn----------------�
242+50
243+00
243+50
1045
0' 2' 4' 6' cr
�vE ncny � ZU' m u.
0' 10' 20' 30' �1 w
zt
aZ�rHwE
HwmO w
1040 ~
'ROPOSED BANKFULL10
4
1035 _c')
1030
244+00
Sheet Index
N
2.3.10
N 2.3.15 2.3.1
2O 2.3.22 c
2.3.14 2.3.4
ANTIOCH 2.3.16
�. �- TRIBUTARY
�� 2.3.9 .3.7 2.3.19 2.3.20
. __— 2.2.16

1040
1035
1030
1025
244+00 244+50
i
37 � 3J �/3J 3J 3J
i3J � I
3J
3J �
if �
245+00
245+50
1040 0' 2' 4' 6' Cn
IvE ncny � ' m u.
0' 10' 20' 30' ZU`� ro
��vumz
(HORIZONTAL) 1z
~Z� o� aGi
� Z" s
IKhy w m, O w
1035
e�°oma
1030
1025
246+00
/O
�W
/Q
3J _
N
+
a
m
o
O
o
2 4
Wf(o) to)
\
p
N
Qw
N iF-
II
m
m
W
+
m+
m
W
Q
w
0q-
cO
+
II
w
m
N
N
N
N
W
w
N
} m
^
�}
m
N
Q
O
N
Q
J Q
w `^
J
w
V~t
W Q
w
N
II
c0
ci
ti
`~^
PROPOSED BANKFULL
Q J
Vt w
Q
Vt
J
w
+
vt_M__
m
O
`f
�
Om
O
N
W
Q
II
`
. ..... ..
V
W
N
I;
� N
+
/
•��"
•••._,,,•�•
EXISTING
GROUND
N
3.0%
--3.5
a
7
i
.. ...
\
STA = 245+04
/
ELEV = 1032.91
PROPOSED GRADE
STA = 245+05
ELEV = 1032.18
STA = 245+08
ELEV = 1032.71
245+00
245+50
1040 0' 2' 4' 6' Cn
IvE ncny � ' m u.
0' 10' 20' 30' ZU`� ro
��vumz
(HORIZONTAL) 1z
~Z� o� aGi
� Z" s
IKhy w m, O w
1035
e�°oma
1030
Sheet Index
N
N
2.3.10
2.3.15
2.3.1
1
2.3.22
2.3.14
2. .4 2.3.16ANTIOCH
TRIBUTARY
.3.7 2.3.19 2.3.2
0
2.2.
16CHER
m
/f3-�
1025
246+00
/O
�W
/Q
3J _
2 4
Wf(o) to)
\
Sheet Index
N
N
2.3.10
2.3.15
2.3.1
1
2.3.22
2.3.14
2. .4 2.3.16ANTIOCH
TRIBUTARY
.3.7 2.3.19 2.3.2
0
2.2.
16CHER
m
/f3-�

1035
1030
1025
1022
246+00
N
o ^'
a+ m ti m m
O N N W O m m + N
n N O O W O
^ Q w
N
II II V1 W
II } N
Q W W O
} N
W O
II
II
^
O
N
O +
n ^
I�
O
}
N
W
Q
H
N W N
ti
N
Q W
H
N
II II
m
} N
} N N
ti
n 0
D7
m m
N W
W
O +
W O
+
W O
} N
Vl W
II W
II W
Q J
N
N II
W
II II
n
O W O
II
II N II
N II
N
Q J
Q J
N W
II II
II II Q
J
Q W
ry
N N N
Q
W II W
Q
II W
Q
II II
Vl W
Vl W
Q w
Q w N
W
N W
II
II II II
t~/1
W J
J
Q W
v~i w
v~i w
Q
in
w Q w
w in w
N w
in w
v~i w
• ..
.... ...
.....
.._.
-0.4%
.._
...
...
-1.4% .. .....
-1.4%
-2.2
\
PROPOSED
GRADE
/
EXISTING
GROUND
-STA =248+52
ELEV = 1025.83
STA=248+59
ELEV
= 1025
246+50 247+00 247+50 248+00 248+50
FILL EXISTING
CHANNEL(TYP)
1035
ROPOSED BANKFULL
1030
1025
.83
1022
248+90
J
/ / STA: 248+86 s+�
-- - ---- CRITCHER TRIB A \
END REACH 1 - RESTORATION /
------------
__----_ --�---� -----------
_
--- =-
'--------- -
i1 -----;-----------------------------------
-
I/ T
\
\
CE
_ CE\,
0' 4' 8' 12'
0' 10' 20' 30'
Sheet Index
N
2.3.10
N 2.3.15 2?
?� 2.3.14 2.3.4
ANTIOCH
TRIBUTARY
2.3.9 .3.7 2.'
CRITCHER
H ti m
Z E ate+ -r, F, N
04Z�sHwE
H wmO �
2.3.22 I _
/
/
/
/
246+50 247+00 247+50 248+00 248+50
FILL EXISTING
CHANNEL(TYP)
1035
ROPOSED BANKFULL
1030
1025
.83
1022
248+90
J
/ / STA: 248+86 s+�
-- - ---- CRITCHER TRIB A \
END REACH 1 - RESTORATION /
------------
__----_ --�---� -----------
_
--- =-
'--------- -
i1 -----;-----------------------------------
-
I/ T
\
\
CE
_ CE\,
0' 4' 8' 12'
0' 10' 20' 30'
Sheet Index
N
2.3.10
N 2.3.15 2?
?� 2.3.14 2.3.4
ANTIOCH
TRIBUTARY
2.3.9 .3.7 2.'
CRITCHER
H ti m
Z E ate+ -r, F, N
04Z�sHwE
H wmO �
2.3.22 I _

1065
STA
ELEV =
STA =270+00
ELEV = 1056.00
1055
PROPOSED GR
STA
ELEV =
1050
1047
270+00
270+50
271+00
1065
1060
PROPOSED BANKFULL
1055
\-STA= 271+18
ELEV = 1054.95
-EXISTING GROUND
1050
1047
271+20
0' 2' 4' 6'
0' 10' 20' 30'
Sheet Index
'o
N�
N
2.3.10
2.3.15
2.3.1
2.3.22
2.3.14 2.3.4
ANTIOCH 2.3.16
TRIBUTARY
.3.7 2.3.19 2.3.2
0
2.2.
16CHER
c
m
N
+
o^
N
N
+
O
II N
>>
,Il
O
II
W
W
o+
n
^ lD
o o+
ti n
N
> I I
J Q
^
o
ti
>
J
O
lD
,n +
O O
I I
W ¢
lD
,n
O O
I�
I I N
fl
O—O
n
I I N
fl
O
I I
o
ti
,n
O�
^
II
¢ W
O
m
ti to
O
N-
t~/1 W
)70+11
055.94
II
'^
N
I I
Q
¢
N
H
V1
J
W
I
-0.5%
S 8%
I
IDE
= 270+121
1055.04
STA = 270+65
= 1054.81
_
STA = 270+24
ELEV = 1055.08
— —
ELEV
STA = 270+42.
= 1054.80
ELEV
STA =270+8
= 1054.58
— —
ELEV
�_—'
-----
270+50
271+00
1065
1060
PROPOSED BANKFULL
1055
\-STA= 271+18
ELEV = 1054.95
-EXISTING GROUND
1050
1047
271+20
0' 2' 4' 6'
0' 10' 20' 30'
Sheet Index
'o
N�
N
2.3.10
2.3.15
2.3.1
2.3.22
2.3.14 2.3.4
ANTIOCH 2.3.16
TRIBUTARY
.3.7 2.3.19 2.3.2
0
2.2.
16CHER
c

O
N
1075 0 O
PROPOSED BANKFULL-\
1070
STA= 260+00_/
ELEV = 1069.60
PROPOSED G
ST,
ELEV
1065
+
0
o ++ 0 m
Q W N + I� O
O O m
D +
V1 W Q W N II <D O <D
0 OOODWI1
DOI
WNt~/1 0WII,
0
0 W
W + pON WII
—
NQt~/1 WII �
0
Q W O ONN+II 0NW
Q mO nW a+ 0I0
I
0 N
O
Q 0 0
O
W W
N II N OO D ON
II W <D `� O N
H Q W N N 0
O
w o ti
I \ N Q N II
_ W
4.4% w ¢ w
LADE
,=260+12 STA= 260+30J I•'�• �,`�
= 1068.02 ELEV = 1067.15 -l-s3
S 3% .
STA =260+16_j STA - 260+32 STA = 260+47 [ �' • _ _ -
:LEV = 1068.02ELEV = 1067.15 ELEV = 1066.30 I -S
STA = 260+51 I I I
ELEV = 1066.30 I I I I '4.4/ • "
STA = 260+64 STA =260+81 1 I 1 I -4.9 o'
ELEV = 1065.49 ELEV = 1064.66
STA = 260+68_j STA =260+82 STA = 260+99 I STA = 261+02
ELEV = 1065.49 ELEV = 1064.66 ELEV = 1063.81 ELEV = 1063.81
STA =261+ 8
EXISTING GROUND-/ELEV = 1062.93
STA =261+17
ELEV = 1062.93
1060
260+00
Q
o i
i
o
I
i
260+50
?- -a---Fir\C-`•T�c_ ", r�r� -
.r-• r�--__
_ _
'-------------
STA:260+00
---------
CRITCHER TRIB D
------__
BEGIN REACH 1- RESTORATION
_____-----
L--- CE`—f.F-__ CE
CE-
________________ --------- PROPOS ED WETLAND TREATMENT BMP
1060
260+00
Q
o i
i
o
I
i
260+50
?- -a---Fir\C-`•T�c_ ", r�r� -
.r-• r�--__
_ _
'-------------
STA:260+00
---------
CRITCHER TRIB D
------__
BEGIN REACH 1- RESTORATION
_____-----
L--- CE`—f.F-__ CE
CE-
________________ --------- PROPOS ED WETLAND TREATMENT BMP
260+50
RMS
S
CE
FILL EXISTING
CHANNEL (TYR)
261+00
0 2 4 6
(VERTI—) IU'
1075�wzmm v
0' 10' 20' 30' Zpom
c i
�Z-sHwE
HwmO w
Z
1070
1065
1060
261+40
---------- - 3 ---
R TR/ -----------------
------------------------
CR-CR
Qk
\261+00
STA: 261+32
CRITCHER TRIB D
END REACH 1 - RESTORATION
E — CE
CE `
cE ��
\cf\
\ \ f \
ti °oma �0�1
Sheet Index
N�
Q
N
2.3.10
2.3.15
2.3.1
2.3.22
23.14
2. .4
ANTIOCH 2.3.16
TRIBUTARY
2. 3.7 2.3.19 2.3.2
0
2.2.
16CHER &""
m
?- -a---Fir\C-`•T�c_ ", r�r� -
.r-• r�--__
_ _
'-------------
STA:260+00
---------
CRITCHER TRIB D
------__
BEGIN REACH 1- RESTORATION
_____-----
L--- CE`—f.F-__ CE
CE-
________________ --------- PROPOS ED WETLAND TREATMENT BMP
RMS
S
CE
FILL EXISTING
CHANNEL (TYR)
261+00
0 2 4 6
(VERTI—) IU'
1075�wzmm v
0' 10' 20' 30' Zpom
c i
�Z-sHwE
HwmO w
Z
1070
1065
1060
261+40
---------- - 3 ---
R TR/ -----------------
------------------------
CR-CR
Qk
\261+00
STA: 261+32
CRITCHER TRIB D
END REACH 1 - RESTORATION
E — CE
CE `
cE ��
\cf\
\ \ f \
ti °oma �0�1
Sheet Index
N�
Q
N
2.3.10
2.3.15
2.3.1
2.3.22
23.14
2. .4
ANTIOCH 2.3.16
TRIBUTARY
2. 3.7 2.3.19 2.3.2
0
2.2.
16CHER &""
m

1065
1060
1055
1050
1045
1040
300+00
300+50
J"
-----------
- - --
--------- ---- - :'- ---_ STA: 300+00
-------_--------- -- _ -_ -------- --- ANTIOCH TRIBUTARY -'
-_____,- __•BEGIN REACH 1 -ENHANCEMENT II ___
-
_
301+00
---- --- , ------------ - -
`-
--- 4 ----------
00106--
___ ------ __----
__ _ - -- '
- _
----— - --
--------------
_ - - __
-_--------- =
_ -- -_-=-
_-
___----- _= ==_
---
`-- ----------------- -¢�
301+50
\
386
1
-
m
o m II o ti a
O
Q w N W Q WO
N W I I
Q
\
\
PROPOSED BANKFULL
EXISTING GROUND ---- -0.3%
1.2
` PROPOSED GRADE
300+50
J"
-----------
- - --
--------- ---- - :'- ---_ STA: 300+00
-------_--------- -- _ -_ -------- --- ANTIOCH TRIBUTARY -'
-_____,- __•BEGIN REACH 1 -ENHANCEMENT II ___
-
_
301+00
---- --- , ------------ - -
`-
--- 4 ----------
00106--
___ ------ __----
__ _ - -- '
- _
----— - --
--------------
_ - - __
-_--------- =
_ -- -_-=-
_-
___----- _= ==_
---
`-- ----------------- -¢�
301+50
- 6_Z_S_➢- = STA: 301+85
-/ ------------
ANTIOCH TRIBUTARY
-_ �'_ ---- END REACH 1 - ENHANCEMENT II
-- BEGIN REACH 2 - RESTORATION
---
2
_________________________
--- - EXISTING FENCE
-- ----- -- _______TO BE REMOVED •-- �7og
-- - WITHIN EASEM
ENT
---------------
- 1065
- 1060
- 1055
1050
- 1045
1040
302+00
0' 2' 4' 6'
0' 10' 20' 30'
2
---__ _-1________ ENHANCEMENT II REACH TREATMENTS:
\ 1. EXCLUDE CATTLE
_ - —
--- -I
jp55__=____ r=====__ 2. TREAT INVASIVE VEGETATION
-------------------------- 3. 3. SUPPLEMENTAL PLANTING - SEE
__:1060
— PLANTING PLANS
Y_-- =
ipso- ------------
------------------
---
------- -----
10 ----------
---------
- ---_ ••�.•�- _
ice'—i?C1pP`.` `� •� _ _�--
-1055
!N
O
ro
Sheet Index
2.3.10
2.3.15 2.3.1
2.3.22
2.3.14 2.3.4
ANTIOCH 2.3.16
RIBUTARY
2.3.9 .3.7 2.3.19 2.3.4
2.
CRITCHER
cin
� � x
� U U
oy ••J
o U �
l®,® im
a a`
386
- 6_Z_S_➢- = STA: 301+85
-/ ------------
ANTIOCH TRIBUTARY
-_ �'_ ---- END REACH 1 - ENHANCEMENT II
-- BEGIN REACH 2 - RESTORATION
---
2
_________________________
--- - EXISTING FENCE
-- ----- -- _______TO BE REMOVED •-- �7og
-- - WITHIN EASEM
ENT
---------------
- 1065
- 1060
- 1055
1050
- 1045
1040
302+00
0' 2' 4' 6'
0' 10' 20' 30'
2
---__ _-1________ ENHANCEMENT II REACH TREATMENTS:
\ 1. EXCLUDE CATTLE
_ - —
--- -I
jp55__=____ r=====__ 2. TREAT INVASIVE VEGETATION
-------------------------- 3. 3. SUPPLEMENTAL PLANTING - SEE
__:1060
— PLANTING PLANS
Y_-- =
ipso- ------------
------------------
---
------- -----
10 ----------
---------
- ---_ ••�.•�- _
ice'—i?C1pP`.` `� •� _ _�--
-1055
!N
O
ro
Sheet Index
2.3.10
2.3.15 2.3.1
2.3.22
2.3.14 2.3.4
ANTIOCH 2.3.16
RIBUTARY
2.3.9 .3.7 2.3.19 2.3.4
2.
CRITCHER
cin
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� U U
oy ••J
o U �
l®,® im
-1055
!N
O
ro
Sheet Index
2.3.10
2.3.15 2.3.1
2.3.22
2.3.14 2.3.4
ANTIOCH 2.3.16
RIBUTARY
2.3.9 .3.7 2.3.19 2.3.4
2.
CRITCHER
cin
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o U �
l®,® im

1045
1040
J
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N2.3.10
n
m
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+
m
O
m
N
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ii
m
v~i w
N
4
+
mm o
¢ w
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m
o
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m
+No 0
J
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2.3.15 2.3.1
H
A�
O
m
u >
N
+
m
O
m
N
______________ ----------
2.3.14 2. .4
- n w
o
ti
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2.3.1 6
c
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\
TRIBUTARY
2.3.19
2.3.20
11
11
2.3.9 3.7
_____________I_____
CRITCHER
2.2.16
�.
-- -- -105(
---�--- --
TRIBUTARY 2.2.15 2.2.1
•
O
-w
o_ m
¢
u
oq
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w m
w-om
¢
m M/
m o
N
w
-5
ii
w v~i
�
w
o
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w
3.
ii
STA = 302+78
ELEV = 1042.90 -,
/ \'4.41
i�
\
\
/
4.8�
J STA = 303+21
'
ELEV = 1040.93\\
-53%
14
PROPOSED GRADE
EXISTING GROUND
\/lam-----
302+50
303+00
1 -
_______
__________________ _ \
_ E
CE
------------------------------------
303+50
1050
1045
1040
1035
304+00
0' 2' 4' 6'
(vEancn�)
0' 10' 20' 30'
'V
Sheet Index
7
I
-----`- --- =-----
--------------------------
---------------------------------_ __________________
N2.3.10
2.3.15 2.3.1
2.3.22
______________ ----------
2.3.14 2. .4
------__________---
ANTIOCH
2.3.1 6
c
CE _�
-____
F,
�,�
TRIBUTARY
2.3.19
2.3.20
_
cE-u
2.3.9 3.7
_____________I_____
CRITCHER
2.2.16
�.
-- -- -105(
---�--- --
TRIBUTARY 2.2.15 2.2.1
to
f2.2.3
_______________________. 2.2.10 u
__-
•
2.2 $
----------------------- v N
.2.14
m
105 m
5 2.2.11_ v
------------------
Z 3 Y

1040
1035
1030
1025
304+00 304+50
i
----------------
—
I = ----- — ------ " --_ - - -_
---------- ------0 ------------ ----- ---
N
� o a
+ m o a
o + m ti a
om o mo o
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c
ti
m m O m
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N
O �
6'
N 2.3.15 2.3.1
0' 10'
n
0 m
ri
+ m
0 o
26 2.3.14 2.3.4
ANTIOCH 2.3.16
O
M
¢w
o
o
W
n 0
m o
+ m
m
W
N
II
¢ w
�^ w
rn x
ii
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in w
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a o
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m
a O
o
u a
Q J
+ m
a O
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m ii
+ m
a O
o
¢ J
ii
11
¢ w
to w
¢ w
m
11
<
t J
v~i w
2.2 .8
2.14
N w
w
N
� o a
+ m o a
o + m ti a
om o mo o
u m O ti
¢ 11 w11 m
� ¢ w >
c
ti
m m O m
+ m + m
M
vi o
m o' t m- "R I N
305+00
i ,_105 0
---------------
-----
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i
305+50
1040
1035
-PROPOSED BANKFULL
1030
1025
306+00
u \
3J 3J 3J
-F __ - - , - --- __--- - _ _ __ _ _ _ - J 3J 3J 3 3J
3J —{ 3 _
-- , / _-- _ _ _ __ - _ - -- 3JI/
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_- - --_
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-
------- -----------
Q
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----
----------
--------------
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- -
ILL EXISTING
----
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_
---
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- ---
"-
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_ --
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p
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30 -
-
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-------------
H G
C
R ,x:30 00 - _ - _ ___
I � �• l
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--
�C.
40 _ - -- _ - - P" ---
a- ------ -- - -
- -
o�
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--- - -- _ ----- ------ ------
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3
- - - - --------------- __--_______________________:--
--- 1040 - - - - --
----------- ------- - - ----------
----------
_ - - - - - - - .O� ---- __ -� _ _ --- -- --------- - -- --- ____------
--------
______-- - - _- ___________ ___ ______
-_______ ___ ___________ 1045 --"" __________---------
-
_ _ ------
---------
____-1045 _ ---- ------- -- ` ---- _ - - - ----- ------ -- - - _ ___- _ _
_
_
- CE SCE CE =� CE ----------- --__ _____ - - - - __ - ----- - - -- - ---_-
CE CE CE - - --_ _ _ _-
_ ---- CE CE _L{ -'—CE C ,-C ---_--- - - - - -
= E �� CE CE
_
�-- --1050-________ _ _ -- _ _ ______
`-------------------------'7'�
-----
---------
------ _ __ '---------- -__
CE `
E -� C _
_
_
t
F�
Ck
----------------- ------ _____ __ - _ - - - _
0' 2'
4'
6'
N 2.3.15 2.3.1
0' 10'
O
O
M
26 2.3.14 2.3.4
ANTIOCH 2.3.16
TRIBUTARY
w—O
o—Q
+
o
2.2.16
rn x
CRITCHER
TRIBUTARY 2.2.15 2.2.1
¢ J
m o
M o
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2.2.3
2.2.10
u
t J
2.2 .8
2.14
N
7
u u
2.2.11
V z a 3 U
ami
STA = 304+72
_
-3;5%
-3,3% • •
ELEV.= 1034.55
= _
'• -•••
STA = 305+00
% • '
-• _, ,
ELEV = 1033.50 `
STA = 305+35
_
ELEV = 1033.03
\
STA = 305+06
/
PROPOSED GRADE
-
ELEV = 1033.50
-
EXISTING
GROUND
1
305+00
i ,_105 0
---------------
-----
----- -
i
305+50
1040
1035
-PROPOSED BANKFULL
1030
1025
306+00
u \
3J 3J 3J
-F __ - - , - --- __--- - _ _ __ _ _ _ - J 3J 3J 3 3J
3J —{ 3 _
-- , / _-- _ _ _ __ - _ - -- 3JI/
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--- --- --'---1-0-4--5- ------ W- __--.-------------------- -
_
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------- -----------
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----
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--------------
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ILL EXISTING
----
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---
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"-
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p
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30 -
-
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-------------
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C
R ,x:30 00 - _ - _ ___
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�C.
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3
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--- 1040 - - - - --
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----------
_ - - - - - - - .O� ---- __ -� _ _ --- -- --------- - -- --- ____------
--------
______-- - - _- ___________ ___ ______
-_______ ___ ___________ 1045 --"" __________---------
-
_ _ ------
---------
____-1045 _ ---- ------- -- ` ---- _ - - - ----- ------ -- - - _ ___- _ _
_
_
- CE SCE CE =� CE ----------- --__ _____ - - - - __ - ----- - - -- - ---_-
CE CE CE - - --_ _ _ _-
_ ---- CE CE _L{ -'—CE C ,-C ---_--- - - - - -
= E �� CE CE
_
�-- --1050-________ _ _ -- _ _ ______
`-------------------------'7'�
-----
---------
------ _ __ '---------- -__
CE `
E -� C _
_
_
t
F�
Ck
----------------- ------ _____ __ - _ - - - _
0' 2'
4'
6'
N 2.3.15 2.3.1
0' 10'
20'
30'
26 2.3.14 2.3.4
Sheet Index
7
I
N� 2.3.10
N 2.3.15 2.3.1
1" 2.3.22
-_
26 2.3.14 2.3.4
ANTIOCH 2.3.16
TRIBUTARY
.3.20
2.3.9
2.2.16
rn x
CRITCHER
TRIBUTARY 2.2.15 2.2.1
o¢
•
2.2.3
2.2.10
u
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2.2 .8
2.14
N
7
2.2.11
V z a 3 U
ami

1030
1025
a
a
0 0 m
O O
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o rl
m
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N
m
m II N W ¢ W l+D
O II II
+
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o
rn w rn
w m
O
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n
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m
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0
0N
-2.70•
.
-3.3% ••' \
O
N N
m
8%
Ej
W
\
_
307+23
ELEV= 1026.69
"•
STA= 307+26
PROPOSED GRADE
EXISTING GROUND \ / ELEV= 1026.69 I
/
STA = 307+61
/ \
ELEV = 1025.39
—
\ ELEV = 1025.39 /
1020 1.
306+00
306+50
Vo l
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\ 1<i,
FILL EXISTING �
--_S, CHANNEL(TYP)
� EXISTING 18" CMP
TO BE REMOVED,
iF-t= 'ANTI=R'BUT
�^ OCH T I ARYLu
307+00
307+50
308+00
1035
1030
-PROPOSED BANKFULL
1025
1020
308+20
STA: 358+38 1 \ ---- _ _ - - ------ — --
ANTIOCH TRIB B-_ _-- _ -
�1 _
END REACH 2 - RESTORATION - -- --------- — = - — — -
------ ---- ---
-- -------------- --- -----------------
------
-
" II --------
__ _ STA:307+03 I ---
-- _
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-------- _ \��, END REACH 2 - RESTORATION = y
------- _ o BEGIN REACH 3 - RESTORATION
O
a\ \� ------ C-4,
o —
00
O
7y CR -CR
_ = _06 ANTI
_ --- __
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---- -------
1
w----------- -------------
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% - -
_. _ _ - - - - a=ir
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kI --- — _____ --------------------
-------------
..... ............
308+00--___ -
CN•
--------------
9.4 I ------------------
_____
___ CE
Z,-,______
- SCE
CE l` 135 �� CE
CE �- cc
0' 2' 4' 6'
0' 10' 20' 30'
�HORizorv.ay
N
Sheet Index
N�
2.3.10
N 2.3.15 2.3.1
1 2.3.22
?� 2.3.14
ANTIOCH 2.3.16
TRIBUTARY
2.3,9 .3.7 2.3.19 2.3.4
7
CRITCHER
RIBUTARY 2.2.15 2.2.1 y
o¢ •
2.2.3
2.2.10 Q U t J
•
2.2 .8 N
2.14
7 2.2.11 V z a 3 U ami

1030
1025
1020
1015
308+20
308+50
309+00
309+50
310+00
030 0
2' 4 6'
mw
10, 20' 30' z
6
Z.G 4
Q0 °=x
�Z,sHwE
E.
025
A�l
'A
)OSED BAN KFULL
020
015
310+30
------- ------------------------ ---------------------------------------- u
CE --------- --- I �—
__CE — CE CE -ff��-CE ---------------- ---------------------------------------------
--------
__`_-
---------- CE _ CE ------------- CC
---------- ----------------------------------------------------------- -CC­�rE ------
CE — CC � C
---------------------------------------------------------------- 1030 ------------------ --- --- ---------------------- -----
---- -- ----------------------------------------------------------------------------------------------------------------------------------------------------------------------- -------- -------- --------------- -------------
---- ------------------------------
Sheet Index
2.3.10
2.3.15 2.3.1
3
2.3.22
2.3.14
2.3.44 1
ANTIOCH 2.3.16
TRIBUTARY 19 ,
2.3.9 .37 2.3.19 2.3.20
CRITCHER
RIBUTARY-V2215 42.2.1
2.2.3
2210
10
22�
. �.14
2.2.11
7
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3t

1025
1020
1015
1010
310+30
m ti
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f
o
1 �
i �
T
1
10
0
m
m
�I
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o
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+
/
u u
u
¢
a
Q J
Q J
in w
in w
¢
\
/EXISTING GROUND
._....
..
..._..
— _...
2.2%
...._.
_. _ ......
.................
_..
2.o%
PROPOSED GRADE
310+50
311+00
311+50
312+00
1025
1020
PROPOSED BANKFULL
1015
1010
312+50
-- - -1035,, - - --------------------------------------------------------- ---------------- --- -------- " _ _-' _-' - - " _ - " ,----------------- ---- ----
---------
----------------
------------------- --------------------- ------------- ----- ' " - _ ---" _ _" __------------------------
--- ---- --- _______ -- -------------------------------- ----------- _ ------ " _ -, --' -- - -- - - '__"-----------------------
-------------------
- 3J -________________________ _ _ ____
3J_} 1030 _ --------- _ _ ---'" - - --- - --------
O-------------- — -- -_ _ -- _ - --- ---- _ - ------` -
_ _ _
1�g5
________ _ _ _ __ _ _ _ _ _
_ _ _
3 _ __ _ __ __ _ ________
__
_______ _____� _ ___--_-_- _-3J_3J_�� __- - - --- _ __ ___-- _ - -- — ___ -
3J' '
-----------_ - --- - 1030-_ - _ - -------------
-------------------
----------------------
__ 3J''� ""��((
_____ __ _
_
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______ _
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1025________________ _______ -'
--------------------- i
. -- 1020 ---- -
i
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-------------
_--------------- -----
-
i
-------------
------------------
1020
---------- `020
------------
------------------
-------------------
---------_ - - -
__---------------------_---- = - __
=1p20- - - -------------' i
- -------------- --- - -
----------
------
---
-
s \
--------------
-- -- - - _ -
--- EXISTING ��----
-_CHANNEL(TYP) I
=
--=---------- --
--------------------- -
to ANTIOCH TRIBUTARY
-------- W_ -----------20
1023
CECE----
e-
_ `-
CE
---
cE
-____ - CE
CE
..... ..... �• 31Zy /
0' 2' 4' 6'
0' 10' 20' 30'
(10-0—L)
Sheet Index
N�
2.3.10
2.3.15
2
2.3.14 2.3.4
ANTIOCH
TRIBUTARY
.3.7 2.
2.3.22
73�h c
� U U
oy M•
o U �
1011M
----AuJ
f
1 �
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T
1
10
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0' 2' 4' 6'
0' 10' 20' 30'
(10-0—L)
Sheet Index
N�
2.3.10
2.3.15
2
2.3.14 2.3.4
ANTIOCH
TRIBUTARY
.3.7 2.
2.3.22
73�h c
� U U
oy M•
o U �
1011M

1020
1015
1010
1005
312+50
� N
o m w
+ m ti
m o m O
m
ii ii
-------
------------
Q w ti�
v~i w
N� ii w
�
N O
m c,
>
o
ti
Q
� N
o m w
+ m ti
m o m O
m
ii ii
-------
------------
Q w ti�
v~i w
N� ii w
STA.
33 H 9R --
m c,
-
----
------
m
m m�
ti Q J
vi w
�w
cR——
+
tio
_
—
—
— ---------------------------------------
EXISTING GROUND
m
m
AN'T.IOCH TRIBUTARY
"
-'�•-••••-••.._.
�\
i
...�.... .......
.. ..
......-
--- - -- --
----
---- ---
--
PROP OSED BAN KFULL
__-� ---___---_--
2.8°0
_....
_....
.... _.... ....
.....
---
-0.8%- - - - -
-1.2%
-1.3
\ _
-
---
----------------
PROPOSED GRADE
STA = 314+50
ELEV = 1012.77
--------------
-----------------------------
---------------------------------------
313+00
-------------
313+50
°
o
-------
------------
_—
-- —
STA.
33 H 9R --
---- ---- _---- -- ---_ _-_—
-
----
------
ANTIOC IB A
END REACH 2 - RESTORATION
----------
cR——
— —:=;
-------------
_
—
—
— ---------------------------------------
STA: 313+09 --------
--------------------
AN'T.IOCH TRIBUTARY
"
' 'y
_______
ES N
-' END REACH 3 - TORATIO
------------
= ---
"
l�SS
BEGIN REACH 4 - R TORATIO
__-� ---___---_--
-
---
----------------
Ck'ClR x�0
314+00
0 2 4 6'
��jj o m
we ncnq F -I IU'
1020 0' 10' a 20' 30'
(HORizoN,ny�) Z c v m c
04Z�sHwE
H wmO w
1015
o � ��
1010 clo
1005
314+50
- -------------------- -- r --
--------------------------- 1 --------------
_
—____ 3J— _ __________________�
-- -------------------------
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' FILL EXISTING
% CHANNEL(TYP)
�_ '-----"
_-. iu
314+00 �� 1
i
i 1
i
i
P \
�J
i 1 \
ANTIOCH TRIBUTARY `
1015 ------------ 1 --
__-_____``__________
1------_
Sheet Index
N�
2.3.10
N 2.3.15 2?
?� 2.3.14 2.3.4
ANTIOCH
TRIBUTARY
2.3.9 .3.7 2.'
CRITCHER
2.3.22
c!7
STA.
33 H 9R --
\
ANTIOC IB A
END REACH 2 - RESTORATION
cR——
_
—
—
— ---------------------------------------
Sheet Index
N�
2.3.10
N 2.3.15 2?
?� 2.3.14 2.3.4
ANTIOCH
TRIBUTARY
2.3.9 .3.7 2.'
CRITCHER
2.3.22
c!7

1020
1015
1010
1005
314+50
m
O
+
¢ w
o
+
¢ w
ONp
ti
u w
¢
N
u
N
o
Q _
o p
N
+
a
i+o o
w
w
+ p
¢ w
w
+ p
¢ w
m
+ o
Q
w
o
+
¢
u o n o
w m o a
¢ w ¢
n `°' a
o
v~i w
w
----------
–
..... _ ... ......
_.–.– :.
_. –
PRi
- -
– ----
..............................
..
_.... _
----- ---,
-2.2% ---
PROPOSED GRADE
i
EXISTING GROUND
`
--------- 1
----- <
- -c ;
315+00
-------------
FILL EXISTING
---- -¢ �rCHANNEL(TYP)
Lu
315+50
_
QIk
----------------------
/
I
I
k
STA: 315+59 /
CONSERVATION EASEMENT
INTERNAL CROSSING
y
- - / PERMANENT CULVERT
CROSSING
y SEE DETAIL 3 SHEET 6.8
316+00
1020
1015
)POSED BANKFULL
1010
1005
316+50
STA:316+19;'�
�` ��
------------ -
CONSERVATION EASEMENT
INTERNAL CROSSING
Q _
0' 2' 4' 6'
0' 10' 20' 30'
(HORIZONTAL)
/L
Sheet Index
N�
.10
Nk4CRITCHER
2.3.1
2.3.22
.4
2.3.16
2.3.19 2.3.4
2.
CHER
I-iZ
�Z�sHwE
H w:2

1015
STA = 316+51
ELEV = 1009.47
1010
1005
1000
316+50
�0+
�0
N m
+ 0 II
M ¢
II II Vt
¢ W
II
J
w
oo
O
M
II
¢ >
J
Vf W
N
chi c0
^ 00
�y c -I
M II
¢ w
N
N cO
^ 00
,y
M II
¢ w
m
r 0 cO
m + O
II w O
¢ m
N w II
¢
PROPOSED BANKFULL
N w
.... .... _...
�I
-4.2%
PROPOSED GRADE
1
\
EXISTING GROUND
317+00
UNI
------------------
317+50
1015
1010
1005
1000
317+70
__---------------------------------------------- _—o00---009--"� _-
0 0 0 =� 0 0 - - __-----
-' ;
o /�I
l i_ _Y_________
H I may/ I x ------- 1�9z ! _ ._i:: " . _.... �r;• . `
i
----- TIOcH-----------------------
TR�BUT
--1005-----'� -- -
STA: 317+54 7
ANTIOCH TRIBUTARY ------------ ___ _; ------- -------------
END
------- -`
END REACH 4 - RESTORATION �?}- ---------------- ------------------------ -- --- .----
_____________ ____ _ ---------------
y 0�
_
000— —
i
i
i
cF
I
ce cF
cE �
c --_ cF I
cE
cE
0' 2' 4' 6'
0' 10' 20' 30'
(HHaizoN—)
Sheet Index
N�
10
Nk4CRITCHER
2.3.1
2.3.22
.4
2.3.16
2.3.19 2.3.4
2.
CHER
u u -
oy M•
o u �
l®,® im

1055
1050
1045
1040
1035
1030
325+00
325+50
326+00
326+50
-----
-----------
-------------
-
,
-----
3�_s_ ----------__� _:----= 105`
m, - _ —
_ - _
' _ -_-
m i \- --- -- - - -------' _ ----------------" _ -
i-- --- '-
-----' —
--
-------------------------- --------------------- _.1045- "
--------------------------------------------
= ,-
- - - --- _ _
-------------------------
--' _ -
1055
1050
1045
1040
1035
1030
327+00
----------------------- —_ — ------
--------------
--------------------
----
-------------- -- _-------
------------------------------------------
-------
' --
-',EXISTINGFENCE TOBEREMOVED _____________
.WITHIN EASEMENT(TYP) ___---------------- --- -
i--------------------------------
-----------------------------------
-----
-_
_ '
__ -
10—-- -_—_
- a 4� i
------ _----------- ------
------ —
?G AQ -1040'
0 {
-
---- ' — —`
_ _
-- ='-
-_
326+0
-
\
\
EXISTING GROUND
\
J,
325+50
326+00
326+50
-----
-----------
-------------
-
,
-----
3�_s_ ----------__� _:----= 105`
m, - _ —
_ - _
' _ -_-
m i \- --- -- - - -------' _ ----------------" _ -
i-- --- '-
-----' —
--
-------------------------- --------------------- _.1045- "
--------------------------------------------
= ,-
- - - --- _ _
-------------------------
--' _ -
1055
1050
1045
1040
1035
1030
327+00
----------------------- —_ — ------
--------------
--------------------
----
-------------- -- _-------
------------------------------------------
-------
' --
-',EXISTINGFENCE TOBEREMOVED _____________
.WITHIN EASEMENT(TYP) ___---------------- --- -
i--------------------------------
-----------------------------------
fRIB A
T_
_ — _
0 0---------------------
"�`a 0
_
_
04
1040 -------------------
Imo-
-- - - - -
m------- - - - -- - ------
_ ----_ _ _ - — -- _- ---
_- STA:325+00 '-------------- --------------- --------- ----- - -`---- _-- -_-- --- \_ — --------- ------ "- __-- ------ ---' .-----------
----- --_ ---- -
_ 1045 -
ANTIOCH TRIB A ------- - ---- -
BEGIN REACH 1 -ENHANCEMENT II --_____ --- - ---, _-----------___---- -------------------------------- ------------- _-
------ ----- -- ---- _ "
-___-- _ - ---- ----------------------------------------
- ----------- ------ - '--- - -
_
- _ _ _
________
_ _ - _ _ ___ ----------------------- -- _____
_ 11 _ 10 �
_- - �W
�E'_� CE `—a-_�E CE - _ _---`�---,_ ___-_________________ ________________________--------------------------________-____----------__ ___�.T` ___________
1 ` ___
_ CE •___-___-___ -.1 __ ____
� f
CE T C
�-
__ CE
E `
``
CE
-__ CE \F �
0' 2' 4' 6'
,IERT�� )
0' 10' 20' 30'
(HORIZONTAL)
Sheet Index
N�
2.3.10
Nk5l
15 2.3.1
2.3.22
2.3.4
2.3.16
.3.7 2.3.19 2.3.4
2.
CRITCHER
H � m
zZ
_�mo
� zw.L m v
QN° x
� Z" s
H wmU o -
-----
-_
_ '
__ -
10—-- -_—_
- a 4� i
------ _----------- ------
------ —
?G AQ -1040'
0 {
-
---- ' — —`
_ _
-- ='-
-_
326+0
-
fRIB A
T_
_ — _
0 0---------------------
"�`a 0
_
_
04
1040 -------------------
Imo-
-- - - - -
m------- - - - -- - ------
_ ----_ _ _ - — -- _- ---
_- STA:325+00 '-------------- --------------- --------- ----- - -`---- _-- -_-- --- \_ — --------- ------ "- __-- ------ ---' .-----------
----- --_ ---- -
_ 1045 -
ANTIOCH TRIB A ------- - ---- -
BEGIN REACH 1 -ENHANCEMENT II --_____ --- - ---, _-----------___---- -------------------------------- ------------- _-
------ ----- -- ---- _ "
-___-- _ - ---- ----------------------------------------
- ----------- ------ - '--- - -
_
- _ _ _
________
_ _ - _ _ ___ ----------------------- -- _____
_ 11 _ 10 �
_- - �W
�E'_� CE `—a-_�E CE - _ _---`�---,_ ___-_________________ ________________________--------------------------________-____----------__ ___�.T` ___________
1 ` ___
_ CE •___-___-___ -.1 __ ____
� f
CE T C
�-
__ CE
E `
``
CE
-__ CE \F �
0' 2' 4' 6'
,IERT�� )
0' 10' 20' 30'
(HORIZONTAL)
Sheet Index
N�
2.3.10
Nk5l
15 2.3.1
2.3.22
2.3.4
2.3.16
.3.7 2.3.19 2.3.4
2.
CRITCHER
H � m
zZ
_�mo
� zw.L m v
QN° x
� Z" s
H wmU o -

1040
1035 \
1030
1025 4---
327+00
327+50
EXISTING GROUND ----------------- _----
328+00
328+50
1040
1035
1030
--+ 1025
329+00
_ ----__---__------- _ -----' -_ " — -
------- - _ _---------------------------
---------------------------------
--- --- - -
----------------
'" _a3= 3a-�--_-3�- 3s— �-- 3a 3a 3a-� 3a 3x_10 — 3a --'� 3a � 3a 3a 3a _�-���_32_ 3a 3a _�.-3a-
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----
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3a = '
_ _------------ - - - -
-
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_
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-------------------------------------------------------
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l i�
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00 z
= _
,
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/
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1 ` /; f STA: 341+78 `� - - = " ". -- --------
-- i '0 END ANTIOCH TRIB Al
-ENHANCE
IMENT II
a /
-----------------
i_
i
0 4
1 i
,
i
i
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i
\ _ _ _____
,
---------------
,
i
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----------
2'
-
2' 4' 6'
0' 10' 20' 30'
(HORIZONTAL)
Sheet Index
N
2.3.10
N 2.3.15 2?
?� 2.3.14 2.3.4
ANTIOCH
TRIBUTARY
2.3.9 .3.7 2.'
CRITCHER
2.3.22
ti 0o,;: o

1035
1030
1025
1020
329+00
329+50
a -_ _
as --
------- _
- '_______________� ---_----- _ -
330+00
330+50
I
------------
1035
1030
1025
1020
331+00
_ _
_
---------------
_
_
I
--- 33---- 3J _ - _ _ _ _________
,
3J ��''3J _� _____
3J _�_ /
3J r—
= 3
3J'
3J _
3J 3J J_� i
3;
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-----------------------------
________ _____-
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--------------
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_____ _ _
�% - TIOCH T -- ---------
o;
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— — ----�'�9 ----- - ------ /
° /' _
-0 0
_ -9
-__ � � 0 �,- �..� � \ ---
`.k
_ 330.00
------------ -
---- --; I - — '_
�-
_- Y
-----------------------
____________---____
--------------------------------
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-- -------------------- -_ - - -
m--- -
_ ---- — --- ---- -
_____ _ ,4 ,4_ - -
N _ _ ________________________
-_
J _
____________ ______ ___
_ __
1035------ --- --- ---- ---------- ------ ----- ---
U }-----_ --- cE-------- --- -- -- ----------------------- ----
CE
Q l- _-------------------- ----- --------------
-CE ___
- --- --- -- r- � '---------- - CE _ -----_ ` --- - --------------------
-
----
///
______________ ___ �__ ___ _____ ____ _________-_____ ____ ___� ♦_ __ _fit£-��
__ . __ - - frt
_C
--------------- - - --_ CE --------------------
----------
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103 '- _
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---------
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------- --
ao_�s` ----'\ `
------ I ~
-----------------------------------
J
-_________ \�----------------------------
--------------------
2'
________________ _------
2' 4' 6'
0' 10' 20' 30'
(HORIZONTAL)
EMMOMM-0-�__
Sheet Index
N
2.3.10
N 2.3.15 2?
?� 2.3.14 2. .4
ANTIOCH
TRIBUTARY
2.3.9 .3.7 2.'
CRITCHER
ti00� X01
2.3.22
73�h c
EXISTING GROUND /
--------------
----
-----
--
— — — —
329+50
a -_ _
as --
------- _
- '_______________� ---_----- _ -
330+00
330+50
I
------------
1035
1030
1025
1020
331+00
_ _
_
---------------
_
_
I
--- 33---- 3J _ - _ _ _ _________
,
3J ��''3J _� _____
3J _�_ /
3J r—
= 3
3J'
3J _
3J 3J J_� i
3;
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-----------------------------
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--------------
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_____ _ _
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o;
' A
— — ----�'�9 ----- - ------ /
° /' _
-0 0
_ -9
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`.k
_ 330.00
------------ -
---- --; I - — '_
�-
_- Y
-----------------------
____________---____
--------------------------------
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-- -------------------- -_ - - -
m--- -
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N _ _ ________________________
-_
J _
____________ ______ ___
_ __
1035------ --- --- ---- ---------- ------ ----- ---
U }-----_ --- cE-------- --- -- -- ----------------------- ----
CE
Q l- _-------------------- ----- --------------
-CE ___
- --- --- -- r- � '---------- - CE _ -----_ ` --- - --------------------
-
----
///
______________ ___ �__ ___ _____ ____ _________-_____ ____ ___� ♦_ __ _fit£-��
__ . __ - - frt
_C
--------------- - - --_ CE --------------------
----------
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103 '- _
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-- -_ - - _-_------------------
---------
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------- --
ao_�s` ----'\ `
------ I ~
-----------------------------------
J
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--------------------
2'
________________ _------
2' 4' 6'
0' 10' 20' 30'
(HORIZONTAL)
EMMOMM-0-�__
Sheet Index
N
2.3.10
N 2.3.15 2?
?� 2.3.14 2. .4
ANTIOCH
TRIBUTARY
2.3.9 .3.7 2.'
CRITCHER
ti00� X01
2.3.22
73�h c

1030
1025
1020
1015
1010
331+00
331+50
332+00
332+50
3J 3]37 , 3] —�
_
---------------------
i
i
i
i
r -- = =
_---_----_j ------------------- ---------------------------
----------
--- ---- ----
- ---------_ - _ - STA:332+44 PERMANENT CULVERT CROSSING
_1_'-- - - CONSERVATION EASEMENT EE IL SHEET 6.8
- S DETAIL 3 SH
_ : - : = " ,, % INTERNAL CROSSING
-------- -------------------------
------ — --- - _ - ------
---------- \
— ----- �-------- ----------- ---------
------------------ STA: 332+29 - w
ANTIOCH TRIB A ----- ------------
---- 1
------_� _ \ -----
�� `Opp,,__. _________--- END REACH _ - RESTORATION
;�_ �,_- _ BEGIN REACH2RESTORATION =
N'' -- --�" - _-- ANTIOCH TRIB A w ,
Aao ` ;moo -
"
I
--- --------
10
00
O
` + OR--`- --- \ dB 4 - - '//: C�C� CR -CH
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N ------ P �� ``\33� -------- ' ----'1p1° \
-� , oo — — --- --- ----
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X
_
p `
J
J _- _
___
%
_ -----
F ---- - ---- _ _ _ -----
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---------- -
/ --
--- - -- -------� -
___________________ -
---------------------------
____________ _ % -_-_ __
1 11
CE ____________ CE —_-----------
------ _ _ ___________ _____ _-` _ - C
CE CE
ZE �— CE _ --- ---- --- \AGE_ CE
CE �E - ______ ___ __
CE CE LE -�_.__ �_ _� CE �— CE CE ��
J
REMOVE EXISTING
CULVERT
STA:333+05
- CONSERVATION EASEMENT
INTERNAL CROSSING
���
1030
1025
1020
/—PROPOSED BANKFULL
1015
1010
333+20
1/
w
--- m
______
Lu
\
\
\ /
m
m
N
+
J
m
N O
N O
N
O
--
¢ J
¢ w
Q>
ru O m
m m
_-
---_
o
n w
> m
Q
H Q
n w \
>
w
EXISTING
GROUND
2.1%
.._...J_
..
...—
, ,
,2.5%
PROPOSED
GRADE
STA = 332+47
ELEV = 1015.46
I
STA = 332+49
ELEV = 1015.46
STA = 333+01
ELEV- 1013.82
I
STA = 333+OS
ELEV = 1013.82
331+50
332+00
332+50
3J 3]37 , 3] —�
_
---------------------
i
i
i
i
r -- = =
_---_----_j ------------------- ---------------------------
----------
--- ---- ----
- ---------_ - _ - STA:332+44 PERMANENT CULVERT CROSSING
_1_'-- - - CONSERVATION EASEMENT EE IL SHEET 6.8
- S DETAIL 3 SH
_ : - : = " ,, % INTERNAL CROSSING
-------- -------------------------
------ — --- - _ - ------
---------- \
— ----- �-------- ----------- ---------
------------------ STA: 332+29 - w
ANTIOCH TRIB A ----- ------------
---- 1
------_� _ \ -----
�� `Opp,,__. _________--- END REACH _ - RESTORATION
;�_ �,_- _ BEGIN REACH2RESTORATION =
N'' -- --�" - _-- ANTIOCH TRIB A w ,
Aao ` ;moo -
"
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--- --------
10
00
O
` + OR--`- --- \ dB 4 - - '//: C�C� CR -CH
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N ------ P �� ``\33� -------- ' ----'1p1° \
-� , oo — — --- --- ----
- --------- — -
X
_
p `
J
J _- _
___
%
_ -----
F ---- - ---- _ _ _ -----
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---------- -
/ --
--- - -- -------� -
___________________ -
---------------------------
____________ _ % -_-_ __
1 11
CE ____________ CE —_-----------
------ _ _ ___________ _____ _-` _ - C
CE CE
ZE �— CE _ --- ---- --- \AGE_ CE
CE �E - ______ ___ __
CE CE LE -�_.__ �_ _� CE �— CE CE ��
J
REMOVE EXISTING
CULVERT
STA:333+05
- CONSERVATION EASEMENT
INTERNAL CROSSING
���
1030
1025
1020
/—PROPOSED BANKFULL
1015
1010
333+20
1/
w
--- m
______
Lu
0' 2' 4' 6'
0' 10' 20' 30'
(HORIZONTAL)
Sheet Index
N�
2.3.10
N 2.3.15 2.3.1
1 2.3.22
?� 2.3.14 2.3.4
ANTIOCH 2.3.16
TRIBUTARY
2.3.9 .3.7 2.3.19 2.3.4
2.
CRITCHER
H � m
zZ
�Z�sHwE
H w:2

1020
EXISTING GROUND -
1015
1010
333+20
0
r
mom oF Qw v~m�
i
BEGIN REACH 4 - RESTORATION
n
-------PROPOSE E
o
PROPOSED GRADE
c -I
m 0
m .ti
ELEV =
�fl
+
m o
o N
+
a
oq
mI22mI
nIN
OIN
H
m i
mom oF Qw v~m�
i
BEGIN REACH 4 - RESTORATION
-------PROPOSE E
PROPOSED GRADE
STA=
ELEV =
of
n
333+50
1020
BANKFULL
1015
333+91
1014.20
1010
334+00
---_______
- -
STA: 313+09 ---- ---�_ - -
ANTIOCH TRIBUTARY
r END REACH 3 - RESTORATION
BEGIN REACH 4 - RESTORATION
0' 2' 4' 6'
0' 10' 20' 30'
(HO-ONIL)
�Flsl
----
Sheet Index
N�
2.3.10
N 2.3.15 2?
?� 2.3.14 2.3.4
ANTIOCH
TRIBUTARY
2.3.9 .3.7 2.'
CRITCHER
2.3.22

1040
1035
1030
1025
340+00
340+50
341+00
-- - ----- _ - -- ------ -- I
__---------------------_ - --_ --_'
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-'
,
,
,
,
\
,
,
I I
,
I
,
,
,
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_
341+50
------
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---------------------
-
1040
1035
1030
1025
341+80
----1045-______
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------------ -1040------ANTIOCH TRIB Al =
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EXISTING GROUND
340+50
341+00
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341+50
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1040
1035
1030
1025
341+80
----1045-______
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-------
341+00 ----T
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BEGIN ANTIOCH TRIB Al - ENHANCEMENT II --------------- = ' ----________- -'\ _,4 J�pO
\
-------
--1045--,'` -------------
8
\ `,-------------------------------------------------------------- --- � --_ -- `- -- 0 \ a `1035
_
\
0
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--------------------------------------------------- --------
I
1050 � - __ _ � -_ `-------
\
_
_
_
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STA' 341+78 � � � �' �' / ` ��� �.,,
END ANTIOCHTRIB AI ENHANCEMENT 11
�� � .,,�'
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X329
0' 2' 4' 6'
,.RTI )
0' 10' 20' 30'
IH0-0-1
Sheet Index
N�
10
NkoCRITCHER
2.3.1
2.3.22
.4
2.3.16
2.3.19 2.3.4
2.
CHER
r.o

1065
1060
1055
1050
1045
350+00
350+50
EXISTING GROUND
\
351+00 351+50
1065
1060
1055
1050
1045
352+00
-
` ,,�5—�3a-�—_aa-� a2_-�-:ter—_as'-r=-•zY ___a�__ �y - -� -_
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STA: 350+00
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BEGIN REACH 1 -ENHANCEMENT II
------------
350+50
EXISTING GROUND
\
351+00 351+50
1065
1060
1055
1050
1045
352+00
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2.3.22
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STA = 354+91
,
ELEV = 1030.64
STA -355+15
\ i
STA = 356+11
ELEV= 1029.98
ELEV = 1029.70
STA = 355+18
PROPOSED GRADE
ELEV=
1029.98
EXISTING GROUND
STA=356+14
ELEV = 1029.70
STA = 355+78
ELEV = 1029.05
STA = 355+82
ELEV = 1029.05
354+50
355+00
1040
1035
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1030
1025
1
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356+20
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2.3.152.3.10
2.3 .1
2.3.22
2.3.14
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TRIBUTARY
2.3.16
.7 2.3.19 2.3.2 0
22 1/f6
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1040
1035
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1025
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STA = 356+54
STA = 356+89
\
ELEV = 1028.94
ELEV = 1029.07
PROPOSED GRADE
STA= 357+94
IELEV
STA =356+55
STA = 356+92
STA = 357+66
= 1028.31
\ STA =358+17
ELEV- 1028.94
ELEV = 1029.07
STA = 357+36
ELEV = 1027.51
\ ELEV - 1027.66
ELEV = 1027.58
STA = 357+98
\
STA = 357+69
ELEV
= 1028.31
STA -35h+20
STA = 357+40
ELEV = 1027.51
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EXISTING
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1040
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358+40
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1045
1040
1035
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372+50
373+00
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1040
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1030
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Sheet Index
2.3.10
2.3.15 2.3.1
2.3.22
2.3.14 2.3.4
ANTIOCH 2.3.16
RIBUTARY
2.3.9 .3.7 2.3.19 2.3.4
2.
CRITCHER

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1060
1055
1050
1045
1042
385+00
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386+00
1065
1060
1055
1050
1045
1042
386+30
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0' 10' 20' 30'
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2.3.22
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2.3.14 2.
.4 ANTIOCH 2.3.16
TRIBUTARY
2.3.9 .3.7 2.3.19 2.3.20
2.2.16
CRITCHER
TRIBUTARY 22.15 22.1
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1025
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1025
1020
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ENHANCEMENT II REACH TREATMENTS:
1. EXCLUDE CATTLE
2. TREAT INVASIVE VEGETATION
3. SUPPLEMENTAL PLANTING - SEE
PLANTING PLANS
4. CHANNEL REALIGNMENTAS SHOWN
Sheet Index
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2.4.72.4.3 N
2.4.6 z
2.4.5 R � 2.4.2
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400+50 401+00 401+50 402+00 402+50 403+00 403+50
1030
1025
1020
1015
404+00 404+20
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(10—ON—)
ENHANCEMENT II REACH TREATMENTS:
1. EXCLUDE CATTLE
2. TREAT INVASIVE VEGETATION
3. SUPPLEMENTAL PLANTING - SEE
PLANTING PLANS
4. CHANNEL REALIGNMENTAS SHOWN
Sheet Index
244Z
2.4.72.4.3 N
2.4.6 z
2.4.5 R � 2.4.2
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1020
1015
1010
1005
404+20 404+50 405+00 405+50 406+00
-------------- = - -----__ - _- - -1075-
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— - - '
— ---- = - _ = " = "
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- 1070 _ _
-- 106
_
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406+50
-' _ __- - " _ ____________________________----------
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_ _ _ _
_ _ _ _
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5 -
-------------------
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407+00 407+50
0' 2' 4' 6'
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1020 0' 20' 40' 60'
(Hokizorvia�) Z c z c
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1015
1010
1005
408+00 408+50
ENHANCEMENT II REACH TREATMENTS:
--
------------ 1035-- -----_-_--_ 1. EXCLUDE CATTLE
- --------------------------------
______=-___rr-----------------
3._ 2. TREAT INVASIVE VEGETATION
-- F SUPPLEMENTAL PLANTING - SEE
—
--------------------- PLANTING PLANS
1030-------'
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--------------------- t-----------------
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-
--_ --F _-_ ------
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Sheet Index
244Z
42
.4.7 2.4.3 N
2 . 4 .6 z
2.4.5 2.4.2
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GROUND
PROPOSED
GRADE
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406+50
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_ _ _ _
_ _ _ _
__ __
5 -
-------------------
--------------------
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_
-------------------------
407+00 407+50
0' 2' 4' 6'
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1020 0' 20' 40' 60'
(Hokizorvia�) Z c z c
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H wmU w
1015
1010
1005
408+00 408+50
ENHANCEMENT II REACH TREATMENTS:
--
------------ 1035-- -----_-_--_ 1. EXCLUDE CATTLE
- --------------------------------
______=-___rr-----------------
3._ 2. TREAT INVASIVE VEGETATION
-- F SUPPLEMENTAL PLANTING - SEE
—
--------------------- PLANTING PLANS
1030-------'
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--_ --F _-_ ------
c T ' _ - - _ - r11 -
--_--;---------
Sheet Index
244Z
42
.4.7 2.4.3 N
2 . 4 .6 z
2.4.5 2.4.2

1020
1015
1010
1005
1003
408+50 409+00 409+50
\ _ -
--------
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410+00
i
1
411+00 411+50
*_
STA: 412+64 ---_,_
CONSERVATION EASEMENT ------
----
' INTERNAL CROSSING
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--- o FILL EXISTING CHANNEL
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CE
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,
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\ ado \
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410+00
_______
412+00 412+50
4" CMP CULVERT
TO BE REPLACED
AND RELOCATED
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1020
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411+00 411+50
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STA: 412+64 ---_,_
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410+00
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412+00 412+50
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AND RELOCATED
ado
1020
0,
2'
4' 6'
0'
20'
40' 60'
CF O\
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410+00
i
1
411+00 411+50
*_
STA: 412+64 ---_,_
CONSERVATION EASEMENT ------
----
' INTERNAL CROSSING
--
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ve �O1°_
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410+00
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412+00 412+50
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1020
0,
2'
4' 6'
0'
20'
40' 60'
2
1015
1010
1005
1003
413+00
Sheet Index
2.4.4
2.4.7 2.4.3 N
2.4.6 z
2.4.5 R 2.4.2
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1015
1010
PROPOSE[
1005
1000
995
413+00 413+50
4 1"33
STA: 412+64
\ CONSERVATION EASEMENT
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ti
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;-_-------
N ..'
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414+00
414+50
415+00 415+50
0' 20'
40' 60'
(HO—ON—)
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STA = 414+32
STA = 414+45
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ELEV = 1001.60
_ ELEV = 1001.60
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PROPOSED GRADE
—
STA = 415+08
ELEV = 1001.09
STA = 415+01
ELEV - 1001.09
EXISTING GROUND
;-_-------
N ..'
'I 1F 1 1
lu
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414+00
414+50
415+00 415+50
1015
1010
1005
1000
995
416+00 416+20
O
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CONSERVATION EASEMENT
INTERNAL CROSSING
S' -
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--------------
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---__ 1p15 IN CONSERVATION EASEMENT
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FILL EXISTING CHANNEL a,11,
15+5$ �. SF FISHING CREEK
CM /•
STA:415+56
I' CHICKEN TRIBUTARY 1
END REACH 2- RESTORATION ---------
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,_-_ 1C{mo
�\ 3110 3110 -
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1
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4' 6'
0' 20'
40' 60'
(HO—ON—)
Sheet Index
2.4.4-
2.4.3
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2.4.6 z
2.4.5 R 2.4.2
7
I

1085
1080
1075
1070
1065
1060
1055
420+00
ND
420+50 421+00 421+50 422+00 422+50 423+00 423+50
1085
1080
1075
1070
1065
1060
1055
424+00 424+20
-- -- - - _
— ---''---------- ------
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CHICKEN TR 1A
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0' 5'
10'
15'
Ive ncnq
0' 20'
40'
60'
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PLANTING PLANS
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2.4.72.4.3 N
2.4.6 z
2.4.5 R 2.4.2

1070
1065
1060
1055
1050
1045
1040
424+20
424+50 425+00 425+50 426+00 426+50 427+00 427+50 428+00
1070
1065
1060
1055
1050
1045
1040
428+50
------------- ----- --- -------------------------------------------------
_- ---- ---- -' ----------------
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0' 5' 10' 15'
Ive ncnq
0' 20' 40' 60'
A
IHORizoN,n�l ' V
ENHANCEMENT II REACH TREATMENTS:
1. EXCLUDE CATTLE
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3. SUPPLEMENTAL PLANTING - SEE
PLANTING PLANS
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Q _ - -___-------------------- ___ ___ _______ -_______ _ _ _ _ ___ _ __-_ _ _ _ - __ _______
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.______ _- ____________ _____ ____ ________ __ -_` ``"
_ __ ___ _ _ _ -
_________- -- ________ _______--------
--- -- ```43N
_____ _ _ __ ____ __ _______ ____ __ __ __ -_ -- ___ __ -_ ------ _ _ _ _ _ __ ----- ____ ______ __
♦ `-�
1 -
2 4.7 2
H
___________ -____ __ _ _
____ ________ - ___ ___ ,_ ______
--------
_F ____ _
------
__, I `., �•`_, ________________________ _ -----------------�`�— ` --, '— '--
2.4.5 2 U
_ _—
2.4.15
e
''

1050
1045
1040
1035
1030
1025
1020
1015
1010 F_
428+50
i—EXISTING GROUND
429+00 429+50 430+00 430+50 431+00 431+50 432+00 432+50
------- : - ------------ -----------
--- -- -----
---- -----------------
---------- --------
-- - - ---------- -------------
----------- ------------
----- 6F
- - - - -------------- -
---------- ---- ------
Lr) --- — -----
-------------
--oof
-----------
-------------- ----- ------
< -------- -- ----------- ----------- ::: ------
------------
-------------------------
1.0
----------
-----------
----------- ---------
----- ----- -----------
�­
0
2
4
--------------
------- ----31
-
----- ------ -
---------- ------- ---- ------ ------------- - - -
-
­---- ----------- -
X,
- - ------
4t
---------- -- ---------
0+
----------
--------------
00 ­­_� -------
429+
--- --- ----------- -
-- ----- ----------------- - --------------
--------------- -- ------------ -------
---- ------ :77 ------
—4-
3E- ------ --------
----------------------
------ --- --
-------------
------------------ -
- -------------- -----------------------------
- - --------------- -- ---- --: --- z-,=_
---------------
- --------- --- --- - ------ . .....
--------------- - - -- --- ------ - -- - - --- ---------------------------- -
--z:-- -------------------- ------------ -------- -----
--- -- -- ------------- ------
---------------- ---- -- ------- ------ ---- - - -
---------- -------- --- ----------------------- ------------------- --- ---------------- ---- 7 -- — ------------
-- - - - ----- ----
- - - - --------------
- ------------------- -------- -- ---------
----------- - ---------------- -- -
--- ------- ------
- ------ - - - ----------- ------ --
:�7 --------------- ------------------------ --
____ - -- -------------
_7LZ__: -- - - -------
-------------------- ---------------------
-- ------ --
----------------- CE
-,--= ------------------------------------- ------
:.7 ------- --cE - ------------- ------ ------ --------
----- ------- - - - - - - - - ---- -- ------------ -- ---------------- -------------------------- --------------------- -------
---- ----- --------- --- ------ -------- ---
---------------------- ---------------- -------------- ---------------- --------------------- ---
---------------- ------------------- --------
- ------- ---------- ------------------
------ -----------
------- ---------------- ------ :-: ---------- _________ ___ ------------------- ------------ - - --------------- --------- %
-- ----------------------------- -- ------ --- - --- - -----
---- - ------------------------ ---------------- ---
------------ ------------------------ __ _ -------------- --------------------
---------------------------- ----------- ------- ------
-------- -------
--------------- ---
--------------- ----------------------
------------------------------ ------------------------ - ------------------------------------ ------
------- ------------ ---------- ---------
---------------------------- -------------------------- -------- ------- ------ --------
------- ---------- --- ----------------------------- ------ ------- ------
-------------------------------- ---------
- - - - - - ----------
------------
5' 10, 15'
1050
20' 40' 60'
(10—ON—)
1045 /V
1040
1035
1030
1025
1020
1015
11 1 1010
433+00 433+20
ENHANCEMENT 11 REACH TREATMENTS:
1. EXCLUDE CATTLE
2. TREAT INVASIVE VEGETATION
3. SUPPLEMENTAL PLANTING -SEE
PLANTING PLANS
I c)
- -----------
STA:433+04
CHICKEN TRIB 1A
-- ----- END REACH 1-ENHANCEMENTII
z
Z t
E
_m
o
ar
Sheet Index
O
Ol
it
fi
Ip
V,
>
X
2.4.4-
2.4.7 2.4.3
N V
2.4.6
2.4..5
2.4.15

STA =
ELEV =
STA = 5C
ELEV = 10
STA =
ELEV =
504+20 504+50 505+00 505+50
-------------------
------------- ' ----------
- - ---�1'------------------------------
---------------------
- - =
___ 1 -------------
Of
---- ------ Q ---- ------ __ _ _-- _--------
-------------
------
-�--- - - -- / '' ---------------------------------------------------
---------
--- ------ - -------
___-_`_ - _- _ __ _ _ _ --- --
1 _ _
iO4+00 _ --— ----
CR
---------------
__________ __ o-= _ ------
--------
--------------- ----- --------------- ---- _
CE C�E
__-_- --_
-Y--Y yl--x"--ll
.x ------------
----------
-------------
-
= --- __ _ `
506+00 506+50
, I
---------------
, I
1
1
1
= �_ -- �= --_ _-_ ---
------------- _ -
"==-,cPROPOSED ROCK CASCADE, .�.0 .
507+00 507+50 508+00
' y ------
-
`----
------------
- _
-
---------------------- ----
} -
----------------
- --- - ----------------
N HILL TRIBUTARY
c �r jjl�l� l
[+ CE`���CE �C�` "
STA:507+84 ('C�
ROBIN HILL TRIBUTARY
END REACH 1 - RESTORATION
BEGIN REACH 2 - RESTORATION '�
r� =--------- x
l�
O
,= "------------ ----__ Q
------___--- ---------
= -
508+50
DBANKFULL
GRADE
3 GROUND
0' 2' 4' 6'
Ive ncnq
0' 20' 40' 60'
IHOR��oN,a�l
2
Sheet Index
erg
'l S�
O�T
ROBIN HILL 2.6.1
TRIBUTARY 2.62
2.5.4
2.5.3
2.5.5 2.5.2
2.5.1P'10AA1NC
('
H ti m
z 0� 191
Z mw
-Z o v
(N a
�Z�sHwE
H w:2

1010
PROPOSED BANKFUI
1005
1000
995
990
508+50
509+00 509+50 510+00 510+50 511+00 511+50
1010
0' 2' 4' 6'
w n q U7
y m ti
0' 20' 40' 60'
ZZ ��mw
oR=o,a,N �aj�Z=vmm=
(7 o _ is I
�Z�sHwE
Hw�O w
1005 2
1000
STA = 512+35
ELEV = 994.90
995
990
512+00 512+35
of�i�xoo }�
s
cQ
J
} J
wti 0��0 G�v
Sheet Index
rg�
O�
ROBIN HILL 2.6.1
TRIBUTARY 2.62
2.5.4
.5.3 m
2.5.5 2.5.2 EX
2.5.1 p pS5N1N0 °�
N
n �
O—W
+
O
N
0
+
O
II 0
N O
¢
w—�
II
II—O+ O
�W
w m O
v¢~i
w—Q
+ Oo
o
e
O
m
I Ip
¢ J
o0
W
m o
II
W
n
m �
+ Ol
n
+ Ol
W
N
Ol
N
Vl W
Q
o �
II
¢ w
o
m
of
m
m
w
o
m
O
O
+
O
Ol
+
Ol O
m
n
�> o$508+81
W
II
N
0mnW
t~/1
II Wto
^
Owl
r+i
`II
w
W�flII
W
o
m o
m
m ¢
Ol HW
w
u
II -m
m-� ci
^
—,n
+
w¢W
II
¢ Wto
W
NW
¢mm
N mm¢+mmSTA
ELEV
- 1002.13-
002.13
2.>�p
i
¢ w
N
\,�
-
STA=
I
508+84
I
8+
- -
' '`•
....
..
_.. %..�
�...
=.
.n....
_
..
... 0.2%
....
...
ELEV=
1002.13
'.4%
\
_.
_.
_
•••• _
•••
,
STA
= 509+09
_
-1.2%
i
ELEV =
1000.76
STA = 509+16
STA
= 509+56
'1.0%
1
/
-1.71
ELEV
= 1000.76
ELEV
= 999.52
STA = 509+62
I
/
•44%
ELEV = 999.52
PROPOSED
GRADE
I
EXISTING
GROUND
��
STA= 511+75
ELEV =
996.69
509+00 509+50 510+00 510+50 511+00 511+50
1010
0' 2' 4' 6'
w n q U7
y m ti
0' 20' 40' 60'
ZZ ��mw
oR=o,a,N �aj�Z=vmm=
(7 o _ is I
�Z�sHwE
Hw�O w
1005 2
1000
STA = 512+35
ELEV = 994.90
995
990
512+00 512+35
of�i�xoo }�
s
cQ
J
} J
wti 0��0 G�v
Sheet Index
rg�
O�
ROBIN HILL 2.6.1
TRIBUTARY 2.62
2.5.4
.5.3 m
2.5.5 2.5.2 EX
2.5.1 p pS5N1N0 °�

ON
N O
+ o
0 +o o
^
n m oq
¢ > > m w
NO o
w
1030 ii —� ii — u 1030
u u
� N I
:o
1025
,Q
1025
o
o
v
STA = 550+00
-2.6%
Z PROPOSED
ELEV = 1022.59I
¢
J �� w
1020
w BANKFULL `^
•gyp
"'
w ¢ ¢ J—¢ w- �� w ii
1020
in w in —N -N J¢
v
1015
1015
`
STA = 550+29 PROPOSED GRADE u
ELEV=
E%....
1017.05 •. 0
1010
EXISTING GROUND `�
EF.z
2 9%
1010
STA = 551+21
-1.6%
i \ ' -4.g%% -
ELEV = 1008.73
_ _ -2.2 %
1005
STA = 551+25 STA = 55 1+5 2
1005
ELEV = 1008.73 ELEV = 1007.86 --
STA= 552+17
STA = 551+55 STA = 551+87
ELEV = 1007.86 ELEV = 1006.93
ELEV = 1006.30
STA = 552+14
STA - 551+63 STA = 551+84
ELEV = 1007.53 ELEV = 1006.93
ELEV = 1006.36
1000 STA = 551+67 1000
550+00 550+50 551+00 551+50 ELEV = 1007.53 552+00 552+20
0' 5' 10' 15'
we ncnq
0' 20' 40' 60'
Sheet Index
rg�
o`
ROBIN HILL 2.6.1
TRIBUTARY 2.62
2.5.4
2.5.3
2.5.5 2.5.2
2.5.1P�0AAA Nc
H ti m
z 0� 191
Z mw
aZ=
04Z�sHwE

1015
1010
1005
1000
600+50 601+00 601+50 602+00 602+50 603+00 603+50
1015
1010
1005
1000
995
604+00 604+20
i
I i
0' 2' 4' 6'
we ncnq
0' 20' 40' 60'
�Z�sHwE
H wmO w
N ,
Sheet Index
K
rg�
O�
ROBIN HILL
2.6.1
TRIBUTARY
2.62
2.5.4
2.5.3
Lf
2.5.5 2.5.2 EXI
2.5.1
p YS5t1111 G

1000�S
O
4' 6'
rg�
g o
�\In
�11ol
o`
0 .-I
goo.
o
2.62
y
PROPOSED
0 D
O m
0
m
i
DII
vi
wo m
II O
wN �O
0
Q
W
II O
N
wm �o
mo
o mo
o o
II
ma
mN w
STA - 604+52
ELEV = 999.55
J
W
II N
Imo'
Seo
11
1005
+ m_ o
¢
w
STA = 604+25
Al
`~^
�+
IJ
+ 05
0
�\
ELEV = 1001.79
¢
m
0
O
H
V W
Q W
+
O
= 604+95
I I
I
m
ELEV
- 997.56
n w
w
+
I
Q
O m
I I
V1 W
� II
\
995
ELEV = 999.11
1ELEV
STA = 605+00
=
997.51
II
¢ w
3 g o�
I
STA = 604+69
I
I
I
ELEV = 999.11
1000�S
�
4' 6'
rg�
g o
�\In
�11ol
o`
40' 60'
(HO-ONIL)
TRIBUTARY
2.62
y
PROPOSED
BANKFULL
a
i
DII
vi
wo m
Q
wN �O
D
N
wm �o
mo
o mo
o o
II
ma
mN w
STA - 604+52
ELEV = 999.55
o
m q
1�^I
1 �
I
I
Imo'
Seo
11
+ m_ o
STA -604+56
¢ w¢
Al
o m N
�\
ELEV = 999.55
+
0 Owl
w
STA
= 604+95
I I
I
ELEV
- 997.56
I
STA = 604+65
I I
995
ELEV = 999.11
1ELEV
STA = 605+00
=
997.51
I I
I
STA = 604+69
I
I
I
ELEV = 999.11
STA = 605+10
ELEV = 996.83
STA = 605+15
`
ELEV = 996.83
96.83 --
STA=605+42
STA-
605+424
\
ELEV =
995.58
1 1
STA = 605+50
ELEV = 995.58
990
604+20 604+50 605+00 605+50
I ,
'
�
4' 6'
rg�
(uE ncnq
�\In
�11ol
o`
40' 60'
(HO-ONIL)
TRIBUTARY
2.62
y
PROPOSED
BANKFULL
1005
995
STA = 606+46
ELEV = 992.93
I
PROPOSED'
GRADE
GROUND
990
606+00 606+50 606+70
.1 I •1 Y
- - 1 STA: 606+54
' OAK TRIBUTARY --------
_ /
END REACH 1 - RESTORATION
0' 2'
4' 6'
rg�
(uE ncnq
0' 20'
�11ol
o`
40' 60'
(HO-ONIL)
TRIBUTARY
2.62
o+
PROPOSED
BANKFULL
Lf
2.5.5 2.5.2 EI<I
DII
vi
wo m
Q
wN �O
D
N
wm �o
mo
o mo
o o
II
ma
mN w
1000
o
m q
II
II
+ m_ o
¢ w¢
w
o m N
�\
+
0 Owl
w
995
STA = 606+46
ELEV = 992.93
I
PROPOSED'
GRADE
GROUND
990
606+00 606+50 606+70
.1 I •1 Y
- - 1 STA: 606+54
' OAK TRIBUTARY --------
_ /
END REACH 1 - RESTORATION
0' 2'
4' 6'
rg�
(uE ncnq
0' 20'
�11ol
o`
40' 60'
(HO-ONIL)
TRIBUTARY
2.62
2.5.4
N
Sheet Index
N,-
oma 41
rg�
�11ol
o`
ROBIN HILL
2.6.1
TRIBUTARY
2.62
2.5.4
2.5.3
Lf
2.5.5 2.5.2 EI<I
2.5.1
N,-
oma 41

1015
1010
1005
1000
995
700+00
700+50 701+00 701+50
_------- I
-
\\ STA: 701+62
WF FISHING CREEK-
`\\ � � �-' BEGIN REACH'1-RESTORATION --_ x _-
\\
(I�lliii
1
S�
>'
1'j
2.7.6
C
S
,a
2.7. yrs
_
2.7.2
NV V1
2.7.4
2.7.1
0
U
4�r
�
i
E m m
ti
O
0
II
W
W
o
PROPOSED
BANKFULL
\+
.-+I
o
O
W
J
+
N
O
o
O
1 N
M N
o m
+
N
O
o
O
m
ry
O
o
0
W
O
¢
Vl
n
¢
W
o
n
N
N ¢
.�,
m
w'
—
H
„I
.....
\
....
....
....
I
o
¢
m
J
m
o
¢
m
m
J
I
\
NIL
GROUND
PROPOSED
GRADE
EXISTING
STA = 701+70
ELEV = 999.34
STA = 701+78
ELEV = 999.34
700+50 701+00 701+50
_------- I
-
\\ STA: 701+62
WF FISHING CREEK-
`\\ � � �-' BEGIN REACH'1-RESTORATION --_ x _-
\\
(I�lliii
1
702+00 702+50 703+00 703+50
FILL EXISTING. '
CHANNEL (TYP) �' i
1015
0' 2' 4' 6'
,ve ncnq
0' 20' 40' 60'
2
1010
1005
STA = 704+19
FELEV = 1000.59
1000
995
704+00 704+20
oo�',
rN'
1005
b �• .. ,�__ \ �� `, - `•ice -: -- /
,
,
,
Sheet Index
7
Y
o
0
T
�� i
S�
>'
1'j
2.7.6
C
S
,a
2.7. yrs
_
2.7.2
NV V1
2.7.4
2.7.1
0
U
4�r
�
i
E m m

1010
1005
1000
995
992
704+20 704+50 705+00 705+50
---- - -
--_
--FILL EXISTING
__.CHANNEL (TYP) ,
,
4
a—.
d 100
oIIz-
wl': ------
I 2t
I
706+00 706+50 707+00 707+50
1010
0' 2' 4' 6'
w n q U)
0' 20' 40' 60'
Z m w
� zu s
Hw�U w
1005 ~
z
1000
995
992
708+00
708+50
2.7.6
„n
27.
7.5FISH-1
____
,____
--------------------
-
------
p
M
—
--
_�
g
o
o
o
+ o
_
o
o
w
o
w
w
J
¢
BANKFULL
w
ROPOSED
J
�....
�.
w
w
_....
_.�
.. _.
.. _.
d .
\
u
�
u
-0.2%
-1.0%
I
EXISTING
GROUND
PROPOSED
GRADE
704+20 704+50 705+00 705+50
---- - -
--_
--FILL EXISTING
__.CHANNEL (TYP) ,
,
4
a—.
d 100
oIIz-
wl': ------
I 2t
I
706+00 706+50 707+00 707+50
1010
0' 2' 4' 6'
w n q U)
0' 20' 40' 60'
Z m w
� zu s
Hw�U w
1005 ~
z
1000
995
992
708+00
708+50
2.7.6
„n
27.
7.5FISH-1
____
,____
--------------------
-
------
Sheet Index
2.7.6
%i\'V
27.
7.5FISH-1

1010
C
1 1005
1 1000
1 995
991
708+50
709+00 709+50 710+00 710+50 711+00 711+50 712+00
1010
0' 2' 4' 6'
w n q U)
0' 20' 40' 60' (ZD d' o
?=z
�Z�sHwE
H wmU w
1005
1000
995
991
712+50 713+00
�Y__Y__
904
07
Sheet Index
a
2.7.6
2.7.3
2.7.
2.7.2
2.7.4
2.7.5
ISHtNO
V� P VIS
2.7.1
4r
L�
EXISTING
GROUND
N
+
M
�
O1
N
N
of
W
N
N
of
oq
W
�
oq
0
�¢
m
o
m
+ 05
+°
PROPOSED
BANKFULL
_
~
�fl
Imo...
....
_.
.. _....
_
!.�
..
....
\
W
+
,6
l6
....
_..
_....
_.
N
+
W
¢
>
¢
J
^
II^
II
/
I
>
w
>
w
N
Ol
N
Ol
V1
W
V1
W
I
Q
Q
\
w
-0.4%
0.7%
0.9%
v~i
w
v~i
w
\
/
I
�
/
PROPOSED
GRADE
STA = 709+55
ELEV = 996.47
FE
709+00 709+50 710+00 710+50 711+00 711+50 712+00
1010
0' 2' 4' 6'
w n q U)
0' 20' 40' 60' (ZD d' o
?=z
�Z�sHwE
H wmU w
1005
1000
995
991
712+50 713+00
�Y__Y__
904
07
Sheet Index
J)
a
2.7.6
2.7.3
2.7.
2.7.2
2.7.4
2.7.5
ISHtNO
V� P VIS
2.7.1
4r
L�
J)

1005
1000
995
990
713+00
713+50 714+00 714+50 715+00 715+50 716+00 716+50 717+00
--- -- --- - - -
-- - -- ,
,
___ _ _ ___
♦, i ` '---------
---------------
----------
----------
------------
FILL
_
i
`• XON ' I ' ' , 1\ ;, ; ,� dj --- ------------
FILL EXISTING CHANNEL'
----- tQ / \ ••. `' `'` ;` � 1 ` \` ` \ I '',� �� ����- ;i�` \9`'11`=` � °° ,
1 `,\', '', v \ ♦ \\ ' �:�. , R_CN __--`_ - 000
r
— -- ------------
------------------
61
--- OO = - ,//�•
\,`,``,\\`,',\`�\�\ 1'� ', \c ♦• �\ X000 -,�` I � `\��Y l•• ---
---------------
------------------
_ — ----------------------
r::`;\ —
m
'--
------------------------
----------------
-------------
A'.
i
lo'.. _.: ':-------
----------
--- --
�1', r-- /_ '%'_ - __--
"- _-- R
I, ill �1i1, ,1, \`\ �♦•\ / \_____� __-_ __ __ '_—_ -_
CE
-
'li 1
-
lli
ill ...
lei 'li ....... ' I
ill 'ill
;l. Ian hl; Ili, I
- 1005
- 1000
- 995
990
717+50
0' 2' 4' 6'
0' 20'
40' 60'
(10-0
aL)
^m
N 'fl
0
m
'fl
+
ti mm
II
m
m
N
^
m
w
oq
+
m
m
Q W
^
^
mLq
w
w
Q
Q
PROPOSED
BANKFULL
Q
W Q W
^
^
\
Q
J
PROPOSED
GRADE
EXISTING
GROUND
713+50 714+00 714+50 715+00 715+50 716+00 716+50 717+00
--- -- --- - - -
-- - -- ,
,
___ _ _ ___
♦, i ` '---------
---------------
----------
----------
------------
FILL
_
i
`• XON ' I ' ' , 1\ ;, ; ,� dj --- ------------
FILL EXISTING CHANNEL'
----- tQ / \ ••. `' `'` ;` � 1 ` \` ` \ I '',� �� ����- ;i�` \9`'11`=` � °° ,
1 `,\', '', v \ ♦ \\ ' �:�. , R_CN __--`_ - 000
r
— -- ------------
------------------
61
--- OO = - ,//�•
\,`,``,\\`,',\`�\�\ 1'� ', \c ♦• �\ X000 -,�` I � `\��Y l•• ---
---------------
------------------
_ — ----------------------
r::`;\ —
m
'--
------------------------
----------------
-------------
A'.
i
lo'.. _.: ':-------
----------
--- --
�1', r-- /_ '%'_ - __--
"- _-- R
I, ill �1i1, ,1, \`\ �♦•\ / \_____� __-_ __ __ '_—_ -_
CE
-
'li 1
-
lli
ill ...
lei 'li ....... ' I
ill 'ill
;l. Ian hl; Ili, I
- 1005
- 1000
- 995
990
717+50
0' 2' 4' 6'
0' 20'
40' 60'
(10-0
aL)
Sheet Index
H � m
z Z�
Z mw
�zcy
�Z�sHwE
mU
91®,® im

1005
1000
995
990
1005
0' 2' 4' 6'
we ncnq
0' 20' 40' 60'
2
1000
995
990
987
WF FISHING CREEK
END REACH 3 - ENHANCEMENT I
987
717+50 718+00
718+50
719+00 719+50
720+00 720+50 721+00 721+50 721+80
- - - - -
---
-- ----
----- -_ -- ----'
---------------
------- ,' ---- _ -- -
_- ---
- -----------
- ----------_-
- '- --
-
_
- - -
---------------
Q/
_ -
-- -
719+00
--
=
- --
-
x
,�T -�_
-
_-
00.------
o.--- --- --
- ii
_ -- _---------
--------- ---
— -----------
/ STA: 717+66
3J 3D 3D 3D
3J
3J 3J 3J L
o
�
m
m
W
BAN
FULL
o
m
w
O
PROPOSED
m
W
w
^
o m
o m
¢
II
N Ol
N Ol
H
�
I I
W
~
J
W
W
N
_
N �
/
_
N•
�•fl
�'
m
m
II W
....
....
1.
.. _.
..
.. o
m., o+
m
....
............
W
.
N
N
II
W
V1
V1
—
\
,n
w
1T+
%
�
\
STA
= 717+51
STA
- 718+51
\
ELEV
=
993.42
ELEV
= 992.73
STA
= 718+57
\
/^
ELEV
= 992.72
/
EXISTING
GROUND
PROPOSED
GRADE
1005
0' 2' 4' 6'
we ncnq
0' 20' 40' 60'
2
1000
995
990
987
WF FISHING CREEK
END REACH 3 - ENHANCEMENT I
987
717+50 718+00
718+50
719+00 719+50
720+00 720+50 721+00 721+50 721+80
- - - - -
---
-- ----
----- -_ -- ----'
---------------
------- ,' ---- _ -- -
_- ---
- -----------
- ----------_-
- '- --
-
_
- - -
---------------
Q/
_ -
-- -
719+00
--
=
- --
-
x
,�T -�_
-
_-
00.------
o.--- --- --
- ii
_ -- _---------
--------- ---
— -----------
/ STA: 717+66
3J 3D 3D 3D
3J
3J 3J 3J L
?
WF FISHING CREEK
END REACH 3 - ENHANCEMENT I
-
STA: 718+58
BEGIN REACH 4 - ENHANCEMENT I
CONSERVATION EASEMENT
- - - - -
INTERNAL CROSSING
(J
STA: 717+98
_- `
r CONSERVATION EASEMENT
Q/
INTERNAL CROSSING
719+00
i
LE
------- - �=-- X�
-----------------------
----------------------------- may------------
---------------------
_________________-_ --
----
-- _ - �

1005
1000
995
990
985
721+80 722+00
722+50
723+00 723+50 724+00 724+50
------------ '
�l
..
l
11
ly
mug .,.1 • ���� ►1
` • A�'� y r�r Y;t
1,
------------ _
\1 N --- i —_
i
�y_
_
,
- -----------
___—__
I -
'L7" -
\-.
= - -
II,
0
0 `-
725+00 725+50 726+00
1005
1000
995
990
985
726+30
� 1+
STA:724+76
WF FISHING CREEK N
END REACH 4 - ENHANCEMENT I Wt - i 3�
BEGIN REACH 5 - ENHANCEMENT I
a \J1
b
'�_��1=- 2----'
02 ----__I
726+00
\QOM------------
------- 1--_ —/- -
_ ___________ _—____________ ___ _ x\ __
____-__________________ ___— ------- ______
X
-- - -_--
--
-_____ - __ - E-
�_
--- ----- - ---- _"- --
--- -
--_ ---------------------------------------=------_____---
---------------
_
0' 2'
4' 6'
Ive ncnq
0' 20'
40' 60'
0
II
W
Ol
II
^
N
D7
N
D7
D7
.
D7
O
N
^
Ol
II
N
^
^
+
¢
H J
II
W
II
W
II II
II
II ^
II
^
II
n
n
to
D7
p^j-m
p^j
N
Q
J
¢ W
¢
W II
W
II
W
II
II
II
II
^
¢
¢
N
PROPOSED
BANKFULL
II
¢
J
N
O l N
O l
• ...
N W
.. �..
.....
..
V l
W W
m
O
vt
W
H
II
II II
II
I� II
.....
....
...
.. ...
�.
�. ...
�.
..
O
cl
+
V1
W
L W
¢
W ¢
W
II
�.
.. �� .W
Vl
W Vl
W
N
II
II
•'O"
W
....
�
O
D7
^
II
¢ W
II
¢ W
+
D7
H J
+
^
II
W
II
W
¢
¢
-2.1%
-0.5%
-0.8%
-0.6%
I \
YN
/ \
\
/
-0.5%
\
0.5%
/
I
/
\
/
zz
\
STA = 722+71
ELEV =
989.82
EXISTING
GROUND
STA = 724+44
STA= 724+63
ELEV = 989.09
STA =724+49
ELEV = 988.85
STA =724+58
ELEV = 989.05
ELEV = 989.01
PROPOSED
GRADE
722+50
723+00 723+50 724+00 724+50
------------ '
�l
..
l
11
ly
mug .,.1 • ���� ►1
` • A�'� y r�r Y;t
1,
------------ _
\1 N --- i —_
i
�y_
_
,
- -----------
___—__
I -
'L7" -
\-.
= - -
II,
0
0 `-
725+00 725+50 726+00
1005
1000
995
990
985
726+30
� 1+
STA:724+76
WF FISHING CREEK N
END REACH 4 - ENHANCEMENT I Wt - i 3�
BEGIN REACH 5 - ENHANCEMENT I
a \J1
b
'�_��1=- 2----'
02 ----__I
726+00
\QOM------------
------- 1--_ —/- -
_ ___________ _—____________ ___ _ x\ __
____-__________________ ___— ------- ______
X
-- - -_--
--
-_____ - __ - E-
�_
--- ----- - ---- _"- --
--- -
--_ ---------------------------------------=------_____---
---------------
_
0' 2'
4' 6'
Ive ncnq
0' 20'
40' 60'
Sheet Index

1000
995
990
985
983
726+30 726+50
I
i
I
I
I
I
I
727+00 727+50 728+00 728+50 729+00 729+50 730+00
" - " - 3D -
L EE 1
FILL EXISTING CHANNEL ' ce
9y �'•Y
O; I
__________________
730+50 731
STA: 731+71 _
WF FISHING CREEK -
END REACH 5- ENHANCEMENT Ii
1000
U/•7�
H � m
zZ
Z�y ov
�Z�sHwE
H wmU �
995 I ~
990
985
983
731+50 731+75
O
0 2 4 6
U
IvERncny
0' 20' 40' 60'
O
(10-0-L)
z
�
O �
U
W
m
0
o
+ o
STA =
727+65 m
w
w
II
r^.I
m
r^.I m
ELEV
- 990.38-1:
m o
m o
oom
m
II
W
N
II
Q W
II
II
n
II II
N
n
+
N D1
N D1
n w
v~i
W
W
v~i w
II
IV
Q>
n
Q>
m
W
O
W
^ O
p W
rl
O
w
w
va~i
v~i w
v~i w
II
II
II
II
m m
m
m
........
• • •�
¢ w
N m
m' • •
—• • .
_. ..
^ m
D7
, ^ • �•
„••
PROPOSED
BANKFULL
w
in
J
w
m
n
+ ^
N D7
+
N
^
D7
N
II
II
>
....�
...
....
....
-�
II
II
II
..
//
/i
�`Q
J
/
_....
_. .
0.4%
/
o
11
o
m
11
7-
0.69
v~
v~
w
w
2.2%
PROPOSED
GRADE
j/
EXISTING GROUND
726+30 726+50
I
i
I
I
I
I
I
727+00 727+50 728+00 728+50 729+00 729+50 730+00
" - " - 3D -
L EE 1
FILL EXISTING CHANNEL ' ce
9y �'•Y
O; I
__________________
730+50 731
STA: 731+71 _
WF FISHING CREEK -
END REACH 5- ENHANCEMENT Ii
1000
U/•7�
H � m
zZ
Z�y ov
�Z�sHwE
H wmU �
995 I ~
990
985
983
731+50 731+75
O
0 2 4 6
U
IvERncny
0' 20' 40' 60'
O
(10-0-L)
z
�
O �
U

f 1015
1 1010
1 1005
1000
997
m
811+00 811+50 812+00
--------------
-----------------------
---------------------
---------------
--------------
------------------------
_________—
-------
-----STA: 811+51
_ MAGNOLIA TRIBUTARY
END REACH 1 - PRESERVATION, -
BEGIN REACH 2 -ENHANCEMENT I CR.N�` 812+00;-
---- iybb -
812+50 813+00 813+50 814+00 814+50 815+00
815+50
1015 Cn
p' 2' 4' 6'
FFFFHH.... Z m w
(VERTIGL) � � ; 1
1w.zm�
0' 20' 40' 60' Z
(HO-ON,ALI o4 ZF w E
H wmU w
1010
2 n -i
1005
1000
997
816+00
Sheet Index
m
�
0
�
N
to
2.11.1 G
Ski
2.11.2��CW
_
2.9.1
2.10.2
-
281
2.10.1
C
w
O
N
+
Q
II
O ^
N,JW1II
O
>
oooQJII
OO
OO
- �
> a� m II
¢ O+ O II
-
ow
+ ol-m
titiw
0
NII
aNII
N
W W
t+o
W¢W
" 0 0¢ J -W -
II
WWJ
I
1
Nm
O
N
—W II
OI
L'iN
N�
¢%
to
O¢~
�fl
¢H J ¢H11
+
O
o +
t/1
o
O
O
in
w -in w
in w -N w
ti
O -m
O
o
II
II
v~i w
v~i
w
Q
_
•
/
ISI
ISI
W-¢
w
J
to w
o
N
o
,�,
¢
>
+
O
• •� .
¢
N
w N
w
oo
o0
+
EXISTING
GROUND
+
o
• �'c �..
�
H
to
J
W
H
to
J
W
+
�
O
O
+ O
m O
I
W
m N
m 0
-1.2%
o�
II
o�
II
o
_
PROPOSED
BANKFULL
°� II
_
,>l,
¢ ,>l,
w
�.
\
PROPOSED
GRADE
I
STA = 813+70
STA = 813+76
ELEV = 1005.03
ELEV = 1005.03
I
I
I
I,
811+00 811+50 812+00
--------------
-----------------------
---------------------
---------------
--------------
------------------------
_________—
-------
-----STA: 811+51
_ MAGNOLIA TRIBUTARY
END REACH 1 - PRESERVATION, -
BEGIN REACH 2 -ENHANCEMENT I CR.N�` 812+00;-
---- iybb -
812+50 813+00 813+50 814+00 814+50 815+00
815+50
1015 Cn
p' 2' 4' 6'
FFFFHH.... Z m w
(VERTIGL) � � ; 1
1w.zm�
0' 20' 40' 60' Z
(HO-ON,ALI o4 ZF w E
H wmU w
1010
2 n -i
1005
1000
997
816+00
•
�O 06
yn Q •
G'= N
v z 3 9 v
O c O u Uti
Sheet Index
N
to
2.11.1 G
Ski
2.11.2��CW
_
2.9.1
2.10.2
-
281
2.10.1
C
•
�O 06
yn Q •
G'= N
v z 3 9 v
O c O u Uti

1010
1005
1000
995
910+00 910+50 911+00
m
----------
------------------------
STA: 910+
----- STA`910+34 - _-
_ SHEW TRIBUTARY
- END REACH 1 - PRESERVATION -
\
, BEGIN REACH 2 - RESTORATION -- -
\ \, `--- `-
---------_--- —_
o----i •_..
--=c= - ------
_ _=_- c ---
<Ttir - --
-_ --- _ (.LCL@_—=_r_-
102
----- ----
--------------
-------------
-----------------------------
-- --- ----------__
--_--- --_-__- _---_--- _ -1p45�-
_ _ __ _--10-------------
------------
55__, `
911+50 912+00 912+50 913+00
1010
1005
1000
995
913+50
0' 2' 4' 6'
we ncnq U7
0' 20' 40' 60'
Z m w
�(HO—ON—) Z c z c
� zu s
KhFN wmU E
� p o y •
�O
yn Q •
G'= N
v Z 3 9 v
O c O u uti
Sheet Index
N
�
2.11.1
Ski
2.11.2��CW
_
2.9.1
2.10.2
-
281
2.10.1
C
� p o y •
�O
yn Q •
G'= N
v Z 3 9 v
O c O u uti

ti q io m 0' 5' 10' 15'
^N
�+
6 O O (vE Ticny
1060 1060
0 20 eiz N 40' 60'
1055 1055
�Z�y ov
�Z�sHwE
IKhy w m, U w
1050 1050
1045 11045
NINE! EM EM� �'0 �0
1040EM
1040MMMMMMMMMMMMMMMMMML4W..MMM--PROPOSEDBANKF'ULL EM
EM EM -01
mmomm EM
mmommommom
1035 mmommommomm ME 1035
SIMMONS 1030 1030
1025 1025
ELEV 1026.66 -- ELEV= 1026.01 -mm
IMEME
1020 1020 •�
1000+00 1000+50 1001+00 1001+50 1002+00 1002+50 1003+00 1003+50 1004+00 1004+50
O � �
---- - ------ ---------
- - _ ----- -- - ,
-' ----
JF
--------- _----9-----------_ -�, — ---
- - - -
-
-------` - -__ " _ - - - _ _ - ----
_ J� _ _ ' - - - -_---- - - _
U)
= PROPOSED WETLAND TREATMENT BMP �- -3rl
3 3� 3� - - - - ,-' - -yam--
'------------------3s ----- -,10 a = -
�:
-
5
°
--
-
--
CI) - - -�-_ - REMOVE EXISTING FENCE
'---- IN CONSERVATION EASEMENT_- ,1050-'
" m . °, i - -'8{fiEY -�---------- '--_ +• ------------ ------
-
--- �
I - H
+0 "
ift 1
0�
-
R
_-------
----------
IRONWOOD
- _
,.1
0�
0
4`
I�o
_�.-6�. x00 cR'NM _ •�;��'-•
R NWOOD TRIBUTARY
_- . �• �` .y., - - : s•� __ - ------- ---------------- ----- ---= - ---- <-- ---"- � 003 -''�'" � _ � =: �, --` -- • t - O -
i
--------------
1035 _ -- `\``, I ice; Z c�•- .
v
P
Sheet Index
J�-- - _
STA' 1001+94 ce ;�.°, Q,� � i` �\�\I`'``''.•�°_� `
0 -_ ° '----- --_` ee � `__
_ -__ _ _ -- ``cp _ '`` IRONWOOD TRIBUTARY
- --___ %- _ = ��-c� ` •� BEGIN REACH 1 - RESTORATION,-_-
a __
CES--` -- k
1
CE T
ce
o
F
1 �.
OSS - ___ `
- - x
1060, ------------------ - - - --- _ --_ ------------" - ao ____- 1.1 �
DEBRIS PILE 2.1
`IHCI
--------------- - ------ _
- ---_ - -- _ 12
-TO BE REMOVED
1/ _ - ---- - - - --
2.1 4
E-, ______________ - ____-________
oQ , ` -- - _ --- - ---------
\ ---- - -- � -- -- 1 - _ - � --_
` ------ "------- z
- •� •,� •` `� `� \ __ _ _ _---------------------_ _ _ 2.9.1
__ _ 102
\
_ 2
> J \ , \•
----------------
��- X
.5 2.10.1 - -- _- 10
O o
so
2.8.1 p O
--------------
------------- -
��� •
,-----------
----------
------------------------
------
------ ?� v
_- -- ---
;....
o �su
• • ��■■�®ate■�
�����������������������������o������—

1040
1035
1030
1025
1020
1015
1010
1005
1000
995
N
1004+50 1005+00 1005+50 1006+00 1006+50 1007+00
-------------------
__ _- _
_"
1pa5' _ :
CR-CH
_ -- x-35
3 3] _ -.__-_ ----
1 0 s`
3
-
0
- -------- ,,- _ _
= =
_- -tion
_ -3�'^ - .
- -
_
• .. : 111■111■111■111■111■111■111■111■111■111■111■111■111■111■111■111■111■111■111■111■111■111■111■111■111■111■111■111■111■111■
_
------------------7_----------------------------------------
--- -- _
_ ----
'
–
1030 -
-------
- ---
" - , ---- `- _ '_--- --- ---------- - _ -
"
--._
,--
------- "
---
1
11
__ _---
r
- ----------- - ---- ""-__-" --- --- _-" '_--- _
------ - _
,
_I
--"
_
- ' - _ _
" ---
, - - ___ =
9 -_ _
-----
_ '1
-- 5
- _`-- -- ---------%---------"" ---' ----� _ CR -NM 1 '1006,00f_ _ __ k
_
--------
--'__
`
`
_
------
END REACH 2 - PRESERVATION
,- ` - --_ _ ---------_ 60 ---
--
x
S
r
U
1
�-I
11.2
2.9.1
22..
2.10.210.1
=\
I/IM=1Y1MMMM
1M
..
ON
Q
�
IN
Is
'&A
11
STA=1066+85FEMMMFIM��MMMMMMMMMMMMMMMMMM
Al
W -
m ELEV= 1017.80_Mj��j
so-
ELEV= 1016. M
STA- 1007+15-=�MMMMMMMMMMMMMMMMMMMMM
mmmmm
mmm
mmmmmmmmm
mmmmmmmmm
mmmmmmm
1004+50 1005+00 1005+50 1006+00 1006+50 1007+00
-------------------
__ _- _
_"
1pa5' _ :
CR-CH
_ -- x-35
3 3] _ -.__-_ ----
1 0 s`
3
-
0
- -------- ,,- _ _
= =
_- -tion
_ -3�'^ - .
- -
" --
------------------------------------
---- -
_
------------------7_----------------------------------------
--- -- _
_ ----
'
–
1030 -
-------
- ---
" - , ---- `- _ '_--- --- ---------- - _ -
"
--._
,--
------- "
---
1
11
__ _---
r
- ----------- - ---- ""-__-" --- --- _-" '_--- _
------ - _
,
_I
--"
_
- ' - _ _
" ---
, - - ___ =
9 -_ _
-----
_ '1
-- 5
- _`-- -- ---------%---------"" ---' ----� _ CR -NM 1 '1006,00f_ _ __ k
_
--------
--'__
`
`
_
------
END REACH 2 - PRESERVATION
CR-CH
CR-cH _ _' ' '
--- = ===== __ IRONWOOD TRIB
=r`1 STA: 1007+16 ( °
---- - ------------ --------
- _ _ ;- -- -
�L
-------------------------------
----�,�r-.2rT� �-'r, ce....1 :.c; ' F.-:� IRONWOOD TRIBUTARY
---- —
�.
-_ cepa - :: .,6xisrw� FAam Roao''1' " �-._ END REACH 1 -RESTORATION
------------
--------- '--= -ce-�T .. ,._. .703 �-- ---_ ----- --- 7.
0 �' f' BEGIN REACH 2 -PRESERVATION - - -_ -
_
_______ ___ _ _
-----------
-----:'-- -
,
�. - I ______- _
_ _
I
m
..
' -- ------------
----------
--
- _
_
4
.Y
_ — —
----
---- -1
- _-
X '
' — —
0
1
5
---- '---
1 r -Q' ------------- - ---------------
------
_ _ •'lo`�` 020 _- -
_____ __ , _ -----050
Z --
j
1040 0' 5' 10' 15'
0' 20' ,icnq 40' 60' Cm m w
Z w 'ten
1035 hoR�oN,al w m m z
z,4
�Z�sHwE
1030
z
1025
1020
1015 G�
1010
1005
1000
1009+00
995
1009+20
1 0 s`
3
-
0
_,- -
Sy-�I
O
o--------------'
_
9�1��
1
_
1
- 0
- _ - 55
— _---
-
1
11
4
O
r
1
-- —
,
_I
1
1
STA: 1009 14
0 4S
\
IRONWOOD TRIBUTARY
`
`
_
------
END REACH 2 - PRESERVATION
,- ` - --_ _ ---------_ 60 ---
--
x
S
r
U
1
�-I
,____ __ _________
= - _ -
_ _ ________ - _ --_ _.
-
1 0 s`
3
-
0
_,- -
Sy-�I
O
o--------------'
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9�1��
1
_
1
- 0
- _ - 55
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1
11
4
O
r
1
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,
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1
1
-
_
0 4S
U
___' ___
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--
_
------
,- ` - --_ _ ---------_ 60 ---
--
x
, 1
U
5
Index
�
U
i
Sy-�I
O
1
1
'
z
9�1��
1
1
11
r
i
r
1
O
1
1
�
U
1
x
, 1
U
1
�-I
5
Index
mrd
9�1��
2.11.1
11.2
2.9.1
22..
2.10.210.1
ON
Q
�

1015
STA =
ELEV =
1010
STA =
ELEV =
1005
1000
997
1113+50 1114+00
_- _ ___----
. �-�-------
STA: 1113+77 -------- `-- 1pzp'V�
BEGIN TIMBER TRIBUTARY - RESTORATION
/ .. .
114+00 _
2 '--
w
--------------
----------
'-- _ ---
-,
1114+50 1115+00 1115+50 1116+00 1116+50 1117+00
0' 2' 4' 6'
we ncnq U/�)
1015 H ti
0' 20' 40' 60'
Z m w
� Z� E
Z Kh~WEU w
1010
1005
1000
997
1117+50 1117+70
Sheet Index

1005
1000
995
990
1117+70
}
0'
2'
we ncnq
4' 6'
O
------------------------------
-----------------------
20'
40' 60'
6
--ti
-_------'
-----------------------
-----
}
OO
4
O
------------------------------
-----------------------
> +
6
--ti
-_------'
-----------------------
-----
Q J
¢
W
¢
>
'-
��-- -
STAASEM E 89
CONSERVATION EASEMENT
INTERNAL CROSSINGf-
I /
1005
n
w N
w
m
m
�
STA
ELEV
= 1119+45
= 997.65
p
+ +
m
16
QQ
�'
m
PROPOSED BANKFULL
—
-3
II
,n-1
O ,^
p/
+
m
O
¢
N w m
1000
J
O
N ^
+
+
^
w
+
o
m
N
m
y
0
0
N
/
/\
I
II
Ol
^ Ol
N Ol
I
I/ J
'2.3%
\ I
I
-p'
/
•y
¢ w
v~i w
¢
v~i
w
w
¢
N
W O
J .+,
wal
N
.+,
II
II
w
M
m
it II m
o
N M
m
it II
STA=
1118+31
'STA= 1118+36 ` /
N
EL =
999.08
ELEV = 999.08
\ I^I
I
/
v¢~i
w
w r+,
.�
+
¢ w
`^
+
PROPOSED
BAN KFULL ¢
¢
it
II
EXISTING GROUND
STA
= 1119+33
— �
,3.1%
_
_ _ _
_
•• ••.. '
_
_
\
_
995
EL
EV- 996.21
--
-- —
-- -- —
_
—
STA = 1119+52
PROPOSED
GRADE
-1.3%
ELEV = 995.51
I
3.g o
I
I
1
�
990
1118+00 1118+50 1119+00 1119+50 1120+00 1120+50 1121+00 1121+50 1122+00 1122+50 1122+70
yp� �
REPLACE EXISTING CULVERT \`\
C
[ E
—c
------------
t-
---------------
C
_ Q - � 1' - � _--='-- -- -_- _ =_-_ =.==---'-----�_ � X01' •:1
0, u
-_ ---------------- ---__— -
---- - - - -----
_ --_— ----- -- \ \\1
/ - - '- --- ---------------- - - -
- -
-_ --
\
— 3J � 33',
J ' `
STA: 1122+58
' 3J i 3J END TIMBER TRIBUTARY - RESTORATION _
1122+00
� �' rn end` % / 4,� -__- I ••-' --
--------
-7 q,Q �9h
_ - x
STA: 1119+49 - -c_ - --_ _ . .,--' - ' /\"; i ", 2.9.1
CONSERVATION EASEMENT
INTERNAL CROSSING - "-
CE cEFILL EXISTING CHANNEL
CE `
CE
2.8.1 1
Sheet Index
I
------------------------------
-----------------------
--ti
-_------'
-----------------------
-----
005-1
'-
��-- -
STAASEM E 89
CONSERVATION EASEMENT
INTERNAL CROSSINGf-
I /
yp� �
REPLACE EXISTING CULVERT \`\
C
[ E
—c
------------
t-
---------------
C
_ Q - � 1' - � _--='-- -- -_- _ =_-_ =.==---'-----�_ � X01' •:1
0, u
-_ ---------------- ---__— -
---- - - - -----
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/ - - '- --- ---------------- - - -
- -
-_ --
\
— 3J � 33',
J ' `
STA: 1122+58
' 3J i 3J END TIMBER TRIBUTARY - RESTORATION _
1122+00
� �' rn end` % / 4,� -__- I ••-' --
--------
-7 q,Q �9h
_ - x
STA: 1119+49 - -c_ - --_ _ . .,--' - ' /\"; i ", 2.9.1
CONSERVATION EASEMENT
INTERNAL CROSSING - "-
CE cEFILL EXISTING CHANNEL
CE `
CE
2.8.1 1
Sheet Index
I

SHEET 4.8
300' 600' 900'
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MATCH LINE - SHEET 4.3
o
/
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/
/
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/
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�\ `N��
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s
LULU
Ln
LU
z
I
+ +
++++
++++
/ N
N y
I
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+
N
+++'+ ++ +
\ ++++++
++++++++ +
MATCH LINE - SHEET 4.3
o
/
/
/
/
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/
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N
I
0' 80' 160' —_-2W---_____—_—
�HORizorv.ay

EXISTING FARM ROAD
MATCH LINE - SHEET 4.2
0' 80' 160' 240'
a yi
+++++++++++
++++++ +++++++
+++++++ +++++++
+ C, _
+ + + +
�...
++++
\\ +++++
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ANTIOCH TRIB B
i
++++++++++++++++
++++++ + ++++++
++++++ ++++++
++ +++
1 ++++++ ++
EXISTING FARM ROAD
MATCH LINE - SHEET 4.2
0' 80' 160' 240'
a yi
i

0oc

Z
/ vUNm�
^+ +
Z c o aGi
I\
+++ ++ + + +
zl., �,
0
+
+ + + / +
++ + +++
+�
ol
004. O�
80' 160' 240' I G
N
/ I O
4 U
4-4
I H
/QOn+++ \ \ \\ \ \ \ \ S\ \ /
+
' ' + '+�� \ \ \ \ \ \ \ I ° I
Iy ++++,+ 4
LU++++++++++++
LU \ \ \ ++ + ++ + + +++
_ ++. + . ./ . . . + .
. .
++++
N �\ ++++ +++ +++++ + +
+ + + + +
I W +++++ + +++ +++++ \ \ \ \ \ \ W
++ + + V W
+ +� + + \ \ \ N
++++ +++++ uj
++ +++
+ ++ + m G
I + + I }
+ + ++/ + + \ \ \ \ \ v
+ + / +
+ +
= o
I ++ + \ ° \ \ \ \ \ N \ \ \�� \ \ \ \ N o •
o
MATCH LINE - SHEET 4.4 + + + + + + �-
++++ 1}1v +++

++ + + A UILINE - SHEET 4.6 ++ MATCHLINE
SHEET 4.5
I+
++ v
+++
+ +
Z�
Z.=
z
:2
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++++++
+++
++;
\ U -i
u
+ + + ���
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+ + +
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+ +
0, 80' 160' 240'
LL
LL
+ +
+ +
+ + + + +
00
LU
LU
ZLU
RING
CR
tek
IPI<l
+ +
+t
++ + + A UILINE - SHEET 4.6 ++ MATCHLINE
SHEET 4.5
I+
++ v
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+ +
Z�
Z.=
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:2
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600' 900'
ioRizorv.ay
Q
z�N��oo
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aZ�s�LL
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ri
IN
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0' 200' 400' 600'
(Hoaizorvra�)
Q
z0,-oo
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Q()2�
aZ�sLLE
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ri
A
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3
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CE
\\
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m
mm U
mm
mm\
0' 200' 400' 600'
(Hoaizorvra�)
Q
z0,-oo
�zv�mmz
aw:.zmmv
z�Y'o'o=
Q()2�
aZ�sLLE
I
ri
A
G
=�H
E
3

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SEE PROFILE
FOR LENGTH OF RIFFLE
3" TO 6" DIAMETER WOODY
B
DEBRIS WORKED INTO RIFFLE
SUBSTRATE
MICRO POOL HABITAT
SEE PROFILE
BEHIND LARGER WOODY DEBRIS
FOR LENGTH OF RIFFLE
HEAD OF RIFFLE
HEAD OF RIFFLE ELEVATION
HEAD OF RIFFLE ELEVATION
POINT PER PROFILE
POINT PER PROFILERIFFLE
BOTTOM
SALVAGED ONSITE
A
A'
WIDTH PER
B
COBBLE/GRAVEL
TYPICAL SECTIONS
A
A'
BED MATERIAL
FLOW
RIFFLE
TOE OF SLOPE (TYP)
RIFFLE BOTTOM
Section A -A'
TAIL OF RIFFLE ELEVATION
WIDTH PER FLOW
POINT PER PROFILE
TYPICAL SECTIONS
TOP OF BANK (TYP)
TAIL OF RIFFLE ELEVATION
POINT PER PROFILE
Plan View
TOEOF SLOPE (TYP)
B'
TOP OF BANK (TYP)
SALVAGED ONSITE
B'
3" TO 6" BRUSHY MATERIAL
COBBLE/GRAVEL
BED MATERIAL
MICRO POOL HABITAT
TOP OF BANK
WORKED INTO ROCKY SUBSTRATE
BEHIND LARGER
TOE OF SLOPE
SALVAGED ONSITE
WOODY DEBRIS Plan
View
-_--_�-
COBBLE/GRAVEL
_
MIN.
BED MATERIAL
RIFFLE INVERT PER PROFILE
SALVAGED ONSITE
COBBLE/GRAVEL
LOG EXPOSED 1" TO 3" ABOVE
TOP OF BANK (TYP)
BED MATERIAL
FINISHED RIFFLE ELEVATION
Profile A -A'
Section B -B'
EMBED/BURY INTO BANK 3' MIN
Section B -B'
­lConstructed
Riffle
6.1 Not to Scale
n Woody Riffle
CR -CR
CR -WR
6.1 Not to Scale
SEE PROFILE
FOR LENGTH OF RIFFLE
CLASS 1 STONE
HEAD OF RIFFLE ELEVATION
OR SALVAGED
POINT PER PROFILE
ONSITE BOULDERS
3 CR -1Z
CR -CH
B
MIN 0.5'x1'x1.5'
TOP OF BANK (TYP)
BURY INTO BANK 5' MIN. (TYP)
°�
BANKFULL
SALVAGED ONSITE
COBBLE/GRAVEL
TOE OF SLOPE (TYP)
FLOW BED MATERIAL
TAIL OF RIFFLE
HEAD OF RIFFLE
ELEVATION POINT
ELEVATION POINT
PER PROFILE
PER PROFILE
Y a
G
A
A'
Profile View A -A'
z O
m ^
p O
B
O O
F
B'
BURY INTO BANK V MIN. (TYP)
CLASS 1 STONE Plan View
LOG STRUCTURE
OR SALVAGED
EXPOSED UNTIL
SALVAGED ONSITE
ONSITE BOULDERS
SALVAGED ONSITE
TOP OF BANK CENTER OF CHANNEL
COBBLE/GRAVEL
MIN 0.5'x1'x1.5'
COBBLE/GRAVEL
BED MATERIAL
BED MATERIAL
CLASS 1 STONE
OE OF SLOPE
B
ROCK VANES MAY
OR SALVAGED
BE USED IN PLACE
ONSITE BOULDERS
RIFFLE INVERT PER PROFILE
OF LOGS AT
3" MAX
MIN 0.5'x1'x1.5'
VARIES PER TOP OF BANK (TYP)
ENGINEER'S DISCRETION
BASEFLOW
Log Section B -B'
Section A -A'
o A
Section B -B'
TAIL OF RIFFLE ELEVATION
NOTES:
Plan View POINT PER PROFILE
1. STRUCTURES SHOULD VARY IN SIZE AND
Chunk Riffle
TYPE WITHIN EACH RIFFLE.
Riffle Structure
2. ROCK MAY BE SUBSTITUTED FOR LOGS AT 3
JdZZ
X41 Not to Scale
ENGINEER'S DISCRETION. 6.1
Not to Scale
m

m
HEAD OF RIFFLE ELEVATION
HEAD OF RIFFLE ELEVATION
POINT PER PROFILE
A
POINT PER PROFILE
3
55° TO 650
BURY INTO BANK 3' MIN. (TYP) u
(TYP)
THALWEG
BANKFULL
TOP OF BANK
SALVAGED ONSITE
FLOW 0.5' MAX. NORMAL WATER
COBBLE/GRAVEL
BED MATERIAL
12" DIAMETER OR
SURFACE
TAIL OF RIFFLE ELEVATION
GREATER (TYP)
SALVAGED ONSITE
POINT PER PROFILE (
COBBLE/GRAVEL SILL ELEVATION
=
I
POOL
BED MATERIAL PER PROFILE
WIDTH
EXCAVATED
5' MIN. NONWOVEN
PER
TYPICAL
A STREAMBED SCOUR POOL
(TYP) `FILTER FABRIC
SECTION
TOP OF BANK TYP FILTER FABRIC
Profile View A -A'
SALVAGED ONSITE
SILL ELEVATION
COBBLE/GRAVEL
PER PROFILE (TYP)
BED MATERIAL
TOE OF SLOPE (TYP)
1/2 TO 2/3
1
FLOW
EXTEND FILTER FABRIC
BANKFULL
5' IN. UPSTREAM
TOP OF BANK TOE OF
TAIL OF RIFFLE ELEVATION
Profile View
SLOPE
POINT PER PROFILE - -
?
SILL ELEVATION
PER PROFILE (TYP)
.........................
5' MIN.
5' MIN.
7EMBED
(TYP)
(TYP)
Plan View
Log'Section 13-13'
HEADER LOG
FOOTER LOG
.
A'
Section A - A'
B
Plan View
NOTES:
1. BOULDER MATERIAL CAN BE SUBSTITUTED IN PLACE
i Rock and Roll Riffle
2 Log Sill
OF ANGLED LOGS WITH APPROVAL OF ENGINEER.
/
62 Not to Scale
6.2 Not to Scale
CR -RR
U
SALVAGED ONSITE
COBBLE/GRAVEL
PLACE HEADER BOULDERS
BED MATERIAL
WITH V TO 2' CLEAR SPACE
BETWEEN ROCKS.
HEADER LOG
NO GAP BETWEEN FOOTERS TOP OF BANK TYP
TOP OF BANK
EROSION CONTROL MATTING
FL O W H
3%-5
INVERT ELEVATION TOE
OF SLOPE TYP
PER PROFILEEXCAVATE
FLCN
POOL
\ PER PROFILE �%
FOOTER LOG
SCO U R
POOL
_C � \
PLACE HEADER BOULDER
TO PREVENT LOG FROM SHIFTING.
Section 13-13'
4.0' MIN
\� 2S'1 1.0' MIN
�=� f% 1', \\ Mq�.
Y 200-300 A
A
SALVAGED ONSITE_-`\��\��
COBBLE/GRAVEL_\%_'
�J "��, ��—\ � %� \\1� � 8�
VANEARM
LENGTH
BED MATERIAL
OFFSET HEADER LOG
,\\, ����1%�\ -� �� � ,\ � �
�',\� �(S \\� �'��
(X)
0.25' TO 0.5' U PSTREAM
,.�''� \r—.\��\�\� \�\ ���t(l \\
OF FOOTER LOG
...��m�\I _�r.
Plan View
TOE OF SLOPE
HEADERLOG
FOOTERLOG
NONWOVEN
FILTER FABRIC
FILTER
FABRIC
Lo -Hook
EXTENDS 5' MIN.
4 Channel Stabilization
s
6.2 Not to Scale
6.2 Not to Scale
Section A -A'
NOTES:
1. SIDE SLOPES AND BOTTOMS TO BE
SEEDED WITH PERMANENT RIPARIAN
SEED MIX.
m

a a
Y v
Z a
5
SALVAGED ONSITE
C0
COBBLE/GRAVEL
O O
BED MATERIAL
--
a Y
} a MIXED STONE TOE OR BRUSH PACK
00 O
~ IF DEEMED NECESSARY
BY THE ENGINEER
HEADER LOG
STREAMBED
Y /IN THE FIELD
¢
20°-30°
B
NONWOVEN
FOOTER LOG
O f
`�°
FILTER FABRIC
,. ,�
6" SALVAGED ONSITE
COBBLE/GRAVEL
/
O '0 ��
D MATERIAL
A
A
X
A'
5
CLASS 2 HEADER STONE
EXTEND FILTER FABRIC
/
5' MIN. UPSTREAM
Section A
,.
�
413E
FOOTER BOULDER
ISCOUR
-A'
STABILIZE VANE INVERT ELEVATION
WITH ONE BOULDER PER PROFILE
B,"'A' BCAN
BE SUBSTITUTED WITH MIX OF
BALLAST,No. 57, CLASS A/B/I MATERIAL
5'
ON EACH SIDE
EXTEND FILTWITH ENGINEER'S APPROVAL
POOL
SILL ELEVATION
FABRICS'MIN.
I
PER PROFILE
UPSTREAM FILTER FABRIC
FLOW
H
Plan View
Section A—A'
B'
SME
EXCAVATE POOL
TOP OF BANK
/ HEADER LOG
SILL ELEVATION PER PROFILE
PER PROFILE
FOOTERLOG
Plan View
Profile B -B'
ENSURE BOULDERS
- 1' MIN OR ROCK BACKFILL
•,,_,�`;, _,
- TRAVELS UP BANK SLOPE
_,
EMBED 5' A MINIMUM OF 1'
�'-'�"" �"'
BANKS SHALL BE RAKED,
INTO
SEEDED WITH A TEMPORARY MIX
BANK (TYP)
OF PEARL HEADED MILLET AND Section
B—B'
FESCUE, AMENDED WITH FERTILIZER
AND THAN MATTED OVER WITH
70OG EROSION CONTROL MATTING
NOTES:
1. ON SMALLER STREAMS THE STABILIZATION
LO Vane
��
2 Rock Si
BOULDER MAY BE REMOVED PER
1
6.3
ENGINEER'S DISCRETION.
6.3 NottoScale
NottoScale
1/3
0
2.. II
Bottom
Width of
BRANCH CUTTINGS (TYP)
f 4' 11/1
f2-\�
UPHILL
Channel
(Z)
SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
16 GAUGE GALVANIZED
WIRE SECURED TO STAKES
3I
m
OI
LEAVE V-2' GAP
�\ \ \ \
6" MIN
BETWEEN BOULDERS CHANNEL
BED
a O
O
~ O
_
(
TYPE 2 TOE
FILTER FABRIC
2' to 3'
36"
_
A
STRUCTURE ELEVATION POINT
• SECURE WITH 24"
LONG STAKES (TYP)
Eco -Stake
)
LOCATED ON FOOTER ROCK.
5' MIN.
\
Section View
Typical Stakes
VAN ARM
SCOUR POOL TO BE
LENGTH (Y)
/
EXCAVATED PER DIRECTION Section A -A'
OF THE ENGINEER.
e
�
SHALL BEAMINIMUM
iB'
OF 35 BRANCH CUTTINGS
PER SQUARE YARD
16 GAUGE GALVANIZED
ELEVATION POINT PER PROFILE.
(1 INCH MAX. DIAMETER)
WIRE SECURED TO STAKES
/Top
TOP OF BANK
OF BANK TYP
FILL IN GAPS WITH
PlanSLOPE
5
TOP SOIL.
O
1/2 to 3/4
BANKFULL
STAGE Profile B -B'
(X)
TXOF�§LOrP�Erl
NOTES:
1. BOARD FOR STAKES SHALL BE 2" X 2" X 24"
Brush Mattress 2" X " X 36" AS DIRECTED BY THE
Boulder J -Hook -HOOK
OR
3 Not to Scale
6.3 Not to Scale
2. ROOTED/LEAFED CONDITIONS OF THE
LIVING PLANT MATERIAL IS NOT
REPRESENTATIVE AT THE TIME OF
INSTALLATION.
ti m
zZ _w"�
w
Zt
�y ov
� zu s
�wmu
U
U

NATIVE MATERIAL AND
COURSE FILL FROM EXISTING
STREAMBED. REPLACE
ERODED BANK
FLOV
CHANNEL BOTTC
T__
BACKFILL (ON-SITE NATIVE
MATERIALS OR N"
EXISTING
ERODED BANK
WFAnFR Rnry
EXTEND FILTER FABRIC
5' MIN. UPSTREAM
OFFSET HEADER
0.25' TO 0.5'
PSTREAM OF FOOTER
L BED
)CK
HEADER ROCK
TOP SITS 0.5'
BASE FLOW NORMAL ABOVE BASEFLOW.
FLOW pE BASEFLOW
ELEVATION SLS, r 0.5' TOP OF BANK
0.5' _ _ L -
0
-yam SEE PROFILE
� J� \
y 1_ i� ,�� � EXISTING
ERODED BANK
EMBED BOULDERS 1.0' (MIN) FOOTER ROCK FOOTER ROCK
BELOW CHANNEL BED
NOTE:
1. FOR STREAM BEDS WITH
COARSE SUBSTRATE PROVIDE 1 Rock Toe Protection
FOOTER ROCKS.
6.4 Not to Scale
Riffle Sequence Plan View
TOP OF BANK
TOE OF BANK
PLACE HEADER BOULDERS
WITH 1' TO 2' CLEAR SPACE
BETWEEN ROCKS
FLOW
INVERT ELEVATION
PER PROFILE
EXCAVATE POOL
B PER PROFILE
L A, SCOUR
\ POOL
_F_ —
Z J/lr�J _ B'
HEADER BOULDER CONNECT TO
Z.I j EXISTING GROUND
a
1.0' M I N
FOOTER BOULDER
s Rock Cascade
6.4 Not to Scale
RIFFLE MATERIAL /
NATURAL ROCK
NATIVE ROC
EQUIVALENT
TO CLASS I RI PRAP OR
ON-SITE STONEMEETING
CLASS 1 GRADATION
FILTER FABRIC
EXISTING SOIL
TERRACE EXISTING
SLOPE
VANEARM B
LENGTH
(Y)
pFR a
SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
NONWOVEN
FILTER FABRIC
HEADER ROCK
OFFSET HEADER
0.25' TO 0.5'
_- UPSTREAM OF FOOTER
CHANNEL BED
/ FOOTER ROCK
EXTEND FILTER FABRIC
5' MIN. UPSTREAM
Section A -A'
STRUCTUREINVERT
/ELEVATION PER PROFILE.
HEADER ROCK,
H SLOP STOE OF
�.
r -
SLOPE -
FOOTER ROCK
Profile View B -B'
z Rock Vane
6.4 Not to Scale
CONNECT TO
EXISTING GROUND
MIX OF NATIVE
ROCK
EQUIVALENT TO
CLASS 1 RIP -RAP
DOUBLE STACK
BOULDER/ ROCK MIX.
FILL ALL GAPS BETWEEN
LARGE BOULDERS
OVER EXCAVATE BY A MIN
OF 1.0' AND BACKFILL WITH
WELL -GRADED MIXOF BALLAST
,4ND CLASS A/B RIPRAP
CASCADE HEIGHT VARIES
PER PROFILE
FOOTER BOULDER NOTES:
1. MINIMUM SIZE FOR BOULDERS SHALL BE 2'x 2'x V.
Profile 2. VOID SPACES BETWEEN BOULDERS ON CASCADE
SHALL BE FILLED WITH SMALLER NATIVE ROCK.
3. IF NATIVE ROCK IS NOT AVAILABLE, QUARRIED ROCK
MAY BE SUBSTITUTED IN THE SAME SIZES.
4. ALL SMALLER ROCK SHALL BE HETEROGENEOUS AND
WELL MIXED.
•s .

N
TRANSPLANTED VEGETATION
AND ROOTMASS
TRANSPLANTED VEGETATION
AND ROOTMASS
TOP OF BANK
TOP OF BANK
EROSION CONTROL
MATTING (TYP.)
TOE OF SLOPE
TRANSPLANTED SOD AND ROOTMASS
FLOW
TRANSPLANTED SOD AND ROOTMASS
Section View
Riffle
Installation
Plan View CONSTRUCTED RIFFLE
TOP OF BANK
TOP OF BANK
Riffle Installation
EROSION CONTROL
. • . • . • . • . • .
"
MATTING (TYP.)
izi�+m/\
TOE OF SLOPE
TRANSPLANTED VEGETATION TOP OF BANK
Section View
FLOW
�_Imm
�`1
X BRUSH TOE
AND ROOTMASS
EROSION CONTROL
MATTING (TYP.)
Riffle Installation
Plan View CONSTRUCTED
RIFFLE
Y
BRUSH TOE
Riffle Installation
NOTES:
Section View
1.
PREPARE THE BANK WHERE THE SOD MAT WILL BE
Pool Installation w/ Root Wads
TRANSPLANTED BY RAKING & FERTILIZING.
NOTES:
2.
EXCAVATE TRANSPLANT SOD MATS WITH A WIDE
��
1. BANK TO BE STABILIZED THAT WILL ACCOMMODATE THE SIZE OF
BUCKET AND AS MUCH ADDITIONAL SOIL MATERIAL AS
�oP ,F
TRANSPLANT TO BE PLACED.
POSSIBLE.
�P`'
2. EXCAVATE TRANSPLANT. EXCAVATE THE ENTIRE ROOT MASS
3.
PLACE TRANSPLANT ON THE BANK TO BE STABILIZED.
oyo
'� o``
AND AS MUCH ADDITIONAL SOIL MATERIAL AS POSSIBLE. IF
4.
SECURE WITH SOD STAPLES.
���
ENTIRE ROOT MASS CANNOT BE EXCAVATED IN ONE BUCKET
5.
FILL IN ANY HOLES AROUND THE TRANSPLANT AND
Plan View
LOAD, THE TRANSPLANT IS TOO LARGE AND ANOTHER SHOULD
COMPACT.
Pool Installation w/ Root Wads
BE SELECTED.
6.
ANY LOOSE SOIL LEFT IN THE STREAM SHOULD BE
3. PLACE TRANSPLANT IN THE BANK TO BE STABILIZED SO THAT
REMOVED.
VEGETATION IS ORIENTATED VERTICALLY.
7.
PLACE MULTIPLE TRANSPLANTS CLOSE TOGETHER SUCH 1 Transplanted
Sod Mats
4. FILL IN ANY HOLES AROUND THE TRANSPLANT AND COMPACT.
Trans lanced Vegetation
THAT THEY TOUCH. 6.5 Not to Scale
2
5. ANY LOOSE SOIL LEFT IN THE STREAM SHOULD BE REMOVED.
8.
INSTALL EROSION CONTROL MATTING ABOVE
6.5 Not to Scale
6. PLACE MULTIPLE TRANSPLANTS CLOSE TOGETHER SUCH THAT
TRANSPLANTED SOD MATS.
THEY TOUCH.
TOP OF BANK
EROSION CONTROLBUFFER
WIDTH
DIBBLE BAR
MATTING
VARIES
LIVE STAKE (TYP)
(SEE DETAIL)
PLANTING BAR SHALL HAVE A
SEE PLAN VIEW
BANKFULL
BLADE WITH A TRIANGULAR
FOR SPACING
TOP OF BANK
CROSS-SECTION, AND SHALL
JUNCUS PLUG (TYP)
����� ��
RESTORED
CHANNEL -
_ BE 12 INCHES LONG, 4
INCHES WIDE AND 1 INCH
/
THICK AT CENTER.
TOE OF SLOPE y %
OE OF SLOPE
88 i
ROOTING PRUNING
6' -8' SPACING FOR LIVE STAKES
,� ����� ��
PLANTING
SPACING PER
PLAN
ALL ROOTS SHALL BE PRUNED
3' -5' SPACING FORIUNCUS PLUGS 0
Section View
TO AN APPORIATE LENGTH
TO PREVENT 1 -ROOTING.
2 - 3' SPACING FOR LIVE STAKES
Plan View - Large Streams
Section View - Large
Streams
1
O
2 3
O O
4 5 6
O O O
SF Fishing, WF Fishing 1/2" TO 2"
DIAMETER
2' TO 3' LIVE STAKE
TAPERED AT BOTTOM
3' OUTSIDE TOP OF BANK
Live Stake Detail
LIVE STAKE (TYP)
3 SEE PLAN VIEW
EROSION CONTROL
FOR SPACING
INSERT THE DIBBLE, OR
REMOVE THE DIBBLE, OR INSERT THE DIBBLE, OR
PUSH THE DIBBLE, OR PULL BACK ON THE REMOVE THE DIBBLE, OR
MATTING
SHOVEL, STRAIGHT DOWN
SHOVEL, AND PUSH THE SHOVEL, SEVERAL INCHES
SHOVEL, DOWN TO HANDLE TO CLOSE THE SHOVEL, AND CLOSE AND
JUNCUS PLUG (TYP) (SEE DETAIL)
TOP OF BANK
INTO THE SOIL TO THE
SEEDLING ROOTS DEEP IN FRONT OF THE
THE FULL DEPTH OF BOTTOM OF THE FIRM UP THE OPENING
OE OF SLOPE
�fi�
FULL DEPTH OF THE BLADE
AND PULL BACK ON THE
INTO THE PLANTING HOLE. SEEDLING AND PUSH THE
PULL THE SEEDLING BACK BLADE HALFWAY INTO
THE BLADE. PLANTING HOLD. THEN WITH YOUR HEEL. BE
PUSH FORWARD TO CLOSE CAREFUL TO AVOID
TOE OF SLOPE
HANDLE TO OPEN THE
PLANTING HOLE. (DO NOT
UP TO THE CORRECT THE SOIL. TWIST AND
PLANTING DEPTH (THE PUSH THE HANDLE
THE TOP, ELIMINATING AIR DAMAGING THE SEEDLING.
POCKETS AROUND THE
6' - 8' SPACING FOR LIVE STAKES
�/d/d
ROCK THE SHOVEL BACK
AND FORTH AS THIS
ROOT COLLAR SHOULD BE 1 FORWARD TO CLOSE THE
TO 3 INCHES BELOW THE TOP OF THE SLIT TO HOLD
ROOT.
3' -5' SPACING FOR JUNCUS PLUGS
\
CAUSES SOIL IN THE
SOIL SURFACE). GENTLY THE SEEDLING IN PLACE.
PLANTING HOLE TO BE
SHAKE THE SEEDLING TO
COMPACTED, INHIBITING
ALLOW THE ROOTS TO
Plan View - Small Streams
Section View - Small
Streams
ROOT GROWTH.
STRAIGHTEN OUT. DO NOT
TWIST OR SPIN THE
SEEDLING OR LEAVE THE
Live Staking and juncos Plugs
NOTES:
ROOTSI-ROOTED.
1. ALL SOILS WITHIN THE BUFFER PLANTING
65
NOTE: Not to Scale
AREA SHALL BE DISKED,
AS REQUIRED, PRIOR Bare Root Planting
1.
LIVE STAKES TO BE PLANTED IN AREAS AS
TO PLANTING.
SHOWN ON PLANS AND DIRECTED BY THE
6.5 Not to Scale
2. ALL PLANTS SHALL BE PROPERLY HANDLED
ENGINEER.
PRIOR TO INSTALLATION TO INSURE SURVIVAL.
N

6" MIN. OVERLAP IN 2"
/ 1.25"
DOWNSTREAM DIRECTION
AT MAT ENDS 2"
, 4 \�
/\
STAKE (TYP) TOP OF BANK /
3' MAX.
SPACING
IN
FOOTERLOG
2. FIBER ROLLS WILL BE PLACED AT THE LIMITS OF
BURIED 6" BELOW
MAX POOL DEPTH
�1f
6" MIN
TOWARDS THE PROPERTY LINE WHERE THERE IS LESS
12"
11111
ECO-STAKE(TYP) TOE OF SLOPE
Plan View
Typical Eco -Stake
Typical Stake
EROSION CONTROL
MATTING (TYP)
ECO -STAKE (TYP) \
TOE OF SLOPE— ,
STAKE(TYP)
TOP OF BANK
_SECURE MATTING IN
6" DEEP TRENCH
(TYP)
Section View
Erosion Control Matting
6.6 Not to Scale
FILTER FABRIC
COMPACTED FILL EXISTING GROUND
/8 STEEL POST
2'-0" DEPTH
EXTEND FABRIC 4
INTO TRENCH
NOTES:
1. USE WIRE A MINIMUM OF 32" IN WIDTH AND
WITH A MINIMUM OF 6 LINES OF WIRES WITH
12" STAY SPACING.
2. USE FILTER FABRIC A MINIMUM OF 36" IN
WIDTH AND FASTEN ADEQUATELY TO THE
WIRES AS DIRECTED BY THE ENGINEER.
3. PROVIDE 5' STEEL POST OF THE SELF -FASTENER
ANGLE STEEL TYPE. ANGLE STEEL TYPE.
/-3-,\ Temporary Silt Fence
k,L.6-,J Not to Scale
Plan View
Section A -A'
4 Cover LO
6.6 Not to Scale
TRANSPLANT/
BRUSH TOE
1"x1"x24" WOOD STAKE,
6' O.C.
8-10" DIA. FIBER ROLL
OF STRAW & BURLAP
TWINE MESH
SOIL EXCAVATED IN
TRENCHLINE SHALL BE
PLACED ON UPHILL
SIDE OF ROLL
2" MIN
4" MAX
Section View
PLACE SOIL EXCAVATED DURING
TRENCHING ONUPHILL SIDE OF ROLL
DRIVE STAKES
IN ON ALTERNATING
SIDES OF ROLL
6�-0"a•• 6'-0��
�•
MAX.�,MAX., �'
r
TYP.
••y J • a
a
n BMP Fiber Roll
6.6 Not to Scale
FLOW
OVERLAP ROLL EDGES 12"
AND SECURE TO PROVIDE
ATIGHTJOINT
•
� y
J
a•
24" 180 DEG
JUNCTION WITH
CLEANOUT
24" INLET WITH
TRASH RACK24" 180 DEG
JUNCTION WITH 24" 45 DEG
CLEANOUT r JUNCTION WITH
CLEANOUT
o+oo
135° –,A
1 24" CORRUGATED
HDPE PIPE
Plan View
PROPOSED
GRAVEL
ROADBED
NOTES:
1
COVERLOG
BETWEEN OCTOBER 1 AND APRIL 30.
FOOTERLOG
2. FIBER ROLLS WILL BE PLACED AT THE LIMITS OF
BURIED 6" BELOW
MAX POOL DEPTH
�1f
Section A -A'
4 Cover LO
6.6 Not to Scale
TRANSPLANT/
BRUSH TOE
1"x1"x24" WOOD STAKE,
6' O.C.
8-10" DIA. FIBER ROLL
OF STRAW & BURLAP
TWINE MESH
SOIL EXCAVATED IN
TRENCHLINE SHALL BE
PLACED ON UPHILL
SIDE OF ROLL
2" MIN
4" MAX
Section View
PLACE SOIL EXCAVATED DURING
TRENCHING ONUPHILL SIDE OF ROLL
DRIVE STAKES
IN ON ALTERNATING
SIDES OF ROLL
6�-0"a•• 6'-0��
�•
MAX.�,MAX., �'
r
TYP.
••y J • a
a
n BMP Fiber Roll
6.6 Not to Scale
FLOW
OVERLAP ROLL EDGES 12"
AND SECURE TO PROVIDE
ATIGHTJOINT
•
� y
J
a•
24" 180 DEG
JUNCTION WITH
CLEANOUT
24" INLET WITH
TRASH RACK24" 180 DEG
JUNCTION WITH 24" 45 DEG
CLEANOUT r JUNCTION WITH
CLEANOUT
o+oo
135° –,A
1 24" CORRUGATED
HDPE PIPE
Plan View
PROPOSED
GRAVEL
ROADBED
NOTES:
1. FIBER ROLLS WILL BE IN PLACE IF GRADING OCCURS
BETWEEN OCTOBER 1 AND APRIL 30.
2. FIBER ROLLS WILL BE PLACED AT THE LIMITS OF
GRADING IN LOCATIONS WHERE THE LAND IS SLOPING
i
TOWARDS THE PROPERTY LINE WHERE THERE IS LESS
THAN A 20 FOOT BUFFER OF PRESERVED EXISTING
VEGETATION BETWEEN THE LIMITS OF GRADING AND
THE PROPERTY LINE. FIBER ROLLS MAY BE PLACED AT
Q
ti
OTHER LOCATIONS AS DIRECTED BY THE DESIGNER
4
r ,
3. INSTALL FIBER ROLL ALONG CONTOUR. RUNOFF MUST
czV
NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL.
24"INLET WITH
TRASH RACK
PROPOSED
GRAVEL ROADBED
,ice
PROPOSED 24"45 DEG
Q
GRADE JUNCTION WITH
CLEANOUT
U
\ PROPOSED TOP
OF BANK
r�
V
24" CORRUGATED
HDPE PIPE
EXISTING
GROUND
Profile View
5 Slope Drain
6.6 Not to Scale
m

OUTLET PIPE DIF
Do+0.4(La)
j La
n Outlet Protection
6.7 Not to Scale
DOUBLE STITCHED
"1" TYPE SEAMS.
BAG PLACED ON
AGGREGATED OR STRAW.,
10'
INTAKE HOSE
DAM
TEMPORARY
SEDIMENT
BASIN
DEWATERING
PUMP
EMERGENCY/
SPILLWAY
DISCHARGE HOSE
DEWATERING BAG
(SEE INSET "A")
15'
IMPERVIOUS DIKE
(SEE INSET "B")
INTAKE HOSE
/PUMP
DISCHARGE HOSE/
DEWATERING BAG
(SEE INSET "A")
SEWN IN SPOUT EXISTING TERRAIN ZIDEWATERING BAG
HIGH STRENGTH STRAPPING
FOR HOLDING HOSE
IN PLACE.
STREAM
_-MATER FLOW
FROM PUMP
FILTER FABRIC
\FLEXIBLE 15'to 20'
DISCHARGE HOSE
Inset "A"
Dewatering Bag
10' MIN
TER FABRIC
Inset T"
(2) Sediment Basin Pumping System
6.7 Not to Scale
STABILIZED OUTLET USING CLASS B
RIPRAP TRENCHED INTO EXISTING
GROUND A MINIMUM OF 6". SIZE AND
LOCATION TO BE DETERMINED IN THE
FIELD BY THE ENGINEER.
/FLEXIBLE DISCHARGE HOSE FROM
PUMP AROUND PUMP HELD IN PLACE
WITH SAND BAGS AS NEEDED.
HIGH STRENGTH
DOUBLE STITCHED
"1" TYPE SEAMS.
BAG PLACED ON
AGGREGATED OR STRAW.,
10 DEWATERING
BAG
15'
EXISTING TERRAIN DEWATERING BAG
SEWN IN SPOUT
HIGH STRENGTH STRAPPING
/FOR HOLDING HOSE STREAM BED
IN PLACE.
WATER FLOW
FROM PUMP �FILTER
�FABRIC B RIPRAP
FLEXIBLE 15'to 20'
DISCHARGE HOSE Inset "A"
Dewatering Bag
SAND BAG
(24" X 12" X 6")
OR STONE.
1 IMPERVIOUS SHEETING
FLOW
Inset"B"
IMPERVIOUS DIKE Impervious Dike
(SEE INSET "B")
10'X 5' STABILIZED OUTLET
USING CLASS B RIPRAP AND
NCDOT TYPE 2 FILTER FABRIC.
(SEE INSET "C")
20'
20'
n Pump Around System
6.7 Not to Scale
10' MIN
FILTER FABRIC
Inset"C"
STABILIZED OUTLET USING CLASS B
RIPRAP TRENCHED INTO EXISTING
GROUND A MINIMUM OF 6". SIZE AND
LOCATION TO BE DETERMINED IN THE
FIELD BY THE ENGINEER.
FLEXIBLE DISCHARGE HOSE FROM
PUMP AROUND PUMP HELD IN PLACE
WITH SAND BAGS AS NEEDED.
NOTE:
1. PROVIDE STABILIZED OUTLET
TO STREAMBED.
O
NO.57STONE
D
B B'
�—D
CLASS B n }
RIPRAP p
INSTALL AND MAINTAIN THREE Top View 01
CHECK DAMS LOCATED AT
DOWNSTREAM LIMITS OF PROJECT.
2'MIN. SPILLWAY CREST
NO. 57 STONE 4INCHES �
WIDE ON UPSTREAM FACE
FLOW�WCLASSBRIPRAP
3'
5' MIN.
TOP OF BANK
z/3 STREAM
WORK FLOW 20 R 20 WIDTH�
AREA
CLASS B RI PRAP 3
7%
Profile View CONTRACTOR SHALL REMOVE
SEDIMENT WHEN DEPTH Section 13-13'REACHES 12". TOE OF SLOPE
n Temporary Rock Sediment Dam
6.7 Not to Scale
6 I c
N
"Ilk J
v z mq
0 9 � o` s
CULVERT TABLE
CULVERT I.D.
Do La D50 Dmax APRON THICKNESS VOLUME (CY)
(FT) (FT) (FT) (FT) (FT)
1
X
2
X
X
X
X
X
n Outlet Protection
6.7 Not to Scale
DOUBLE STITCHED
"1" TYPE SEAMS.
BAG PLACED ON
AGGREGATED OR STRAW.,
10'
INTAKE HOSE
DAM
TEMPORARY
SEDIMENT
BASIN
DEWATERING
PUMP
EMERGENCY/
SPILLWAY
DISCHARGE HOSE
DEWATERING BAG
(SEE INSET "A")
15'
IMPERVIOUS DIKE
(SEE INSET "B")
INTAKE HOSE
/PUMP
DISCHARGE HOSE/
DEWATERING BAG
(SEE INSET "A")
SEWN IN SPOUT EXISTING TERRAIN ZIDEWATERING BAG
HIGH STRENGTH STRAPPING
FOR HOLDING HOSE
IN PLACE.
STREAM
_-MATER FLOW
FROM PUMP
FILTER FABRIC
\FLEXIBLE 15'to 20'
DISCHARGE HOSE
Inset "A"
Dewatering Bag
10' MIN
TER FABRIC
Inset T"
(2) Sediment Basin Pumping System
6.7 Not to Scale
STABILIZED OUTLET USING CLASS B
RIPRAP TRENCHED INTO EXISTING
GROUND A MINIMUM OF 6". SIZE AND
LOCATION TO BE DETERMINED IN THE
FIELD BY THE ENGINEER.
/FLEXIBLE DISCHARGE HOSE FROM
PUMP AROUND PUMP HELD IN PLACE
WITH SAND BAGS AS NEEDED.
HIGH STRENGTH
DOUBLE STITCHED
"1" TYPE SEAMS.
BAG PLACED ON
AGGREGATED OR STRAW.,
10 DEWATERING
BAG
15'
EXISTING TERRAIN DEWATERING BAG
SEWN IN SPOUT
HIGH STRENGTH STRAPPING
/FOR HOLDING HOSE STREAM BED
IN PLACE.
WATER FLOW
FROM PUMP �FILTER
�FABRIC B RIPRAP
FLEXIBLE 15'to 20'
DISCHARGE HOSE Inset "A"
Dewatering Bag
SAND BAG
(24" X 12" X 6")
OR STONE.
1 IMPERVIOUS SHEETING
FLOW
Inset"B"
IMPERVIOUS DIKE Impervious Dike
(SEE INSET "B")
10'X 5' STABILIZED OUTLET
USING CLASS B RIPRAP AND
NCDOT TYPE 2 FILTER FABRIC.
(SEE INSET "C")
20'
20'
n Pump Around System
6.7 Not to Scale
10' MIN
FILTER FABRIC
Inset"C"
STABILIZED OUTLET USING CLASS B
RIPRAP TRENCHED INTO EXISTING
GROUND A MINIMUM OF 6". SIZE AND
LOCATION TO BE DETERMINED IN THE
FIELD BY THE ENGINEER.
FLEXIBLE DISCHARGE HOSE FROM
PUMP AROUND PUMP HELD IN PLACE
WITH SAND BAGS AS NEEDED.
NOTE:
1. PROVIDE STABILIZED OUTLET
TO STREAMBED.
O
NO.57STONE
D
B B'
�—D
CLASS B n }
RIPRAP p
INSTALL AND MAINTAIN THREE Top View 01
CHECK DAMS LOCATED AT
DOWNSTREAM LIMITS OF PROJECT.
2'MIN. SPILLWAY CREST
NO. 57 STONE 4INCHES �
WIDE ON UPSTREAM FACE
FLOW�WCLASSBRIPRAP
3'
5' MIN.
TOP OF BANK
z/3 STREAM
WORK FLOW 20 R 20 WIDTH�
AREA
CLASS B RI PRAP 3
7%
Profile View CONTRACTOR SHALL REMOVE
SEDIMENT WHEN DEPTH Section 13-13'REACHES 12". TOE OF SLOPE
n Temporary Rock Sediment Dam
6.7 Not to Scale
6 I c
N
"Ilk J
v z mq
0 9 � o` s

SEED AND PLAN AS PER
BUFFER RESTC
Ct ALSAINUUINIzU.
1 Ephemeral Pool
6.8 Not to Scale
__......_.__ ..__ TO
BE COMPOSED OF SOIL
AND FREE OF DEBRIS AND BRUSH.
RIP -RAP COVERED BY
/ APPROPRIATELY LARGE
COARSE AGGERGiTE I p I A7GULAR ROCK.
N
. 2
Z_ 2 Q
D
25' MIN. 25' MIN.
oil
6' MAX. WITH WIRE
ATTACH SAFETY FENCE
TO METAL POSTS USING �ti Q0��
METAL WIRE TIES
ORANGE SAFTY G�
FENCE
"T" OR "U" POST DRIVEN
MINIMUM OF 18" INTO GROUND
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
❑ El El El El El El El El El El El El El 1:14' MIN.
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
z
Safety Fence
6.8 Not to Scale
20' M IN
18" MIN.
20'MIN
MATERIAL SPECIFICATIONS
PHYSICAL PROPERTY
TESTS
REQUIREMENTS
MATERIAL
N/A
POLYETHYLENE
RECOM EN DE D COLOR
N/A
"INTERNATIONAL ORANGE"
TENSILE YIELD
ASTM D638
AVE. 2000 LBS. PER 4' WIDE
ULTIMATE TENSILE STRENGTH
ASTM D638
AVE. 2900 LBS. PER 4' WIDE
ELONGATION AT BREAK )%)
ASTM D638
GREATER THAN 1000%
CHEMICAL RESISTANCE
N/A
INERTTO MOST CHEMICALS AND ACIDS
oil
6' MAX. WITH WIRE
ATTACH SAFETY FENCE
TO METAL POSTS USING �ti Q0��
METAL WIRE TIES
ORANGE SAFTY G�
FENCE
"T" OR "U" POST DRIVEN
MINIMUM OF 18" INTO GROUND
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
❑ El El El El El El El El El El El El El 1:14' MIN.
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
z
Safety Fence
6.8 Not to Scale
20' M IN
18" MIN.
20'MIN
i• f�i i i i• • 1,• i• i� i
r6� o��r�rr6rr�r! i � • • • • ��• • � i� rr�rr�rr�rr�
���riOriOriOr • � • � •�si`�2ii`r`�ri`�ri`�ii
�rOrrOrrOrrO���rOr��rOrO���JrJrp�OrrOrrOrrO�'��.0�✓r�'ir`rOrrOrr.
n Permanent Culvert Crossing
6.8 Not to Scale
20' MIN 20' MIN
12" BASE CLASS A/B STONE
CAPPED WITH 3" #57 STONE
12"
FILTER FABRIC
n Permanent Ford Crossing
6.8 Not to Scale
N
o
(15U
•O .
u
U
~
~
¢
�
��
W
a O
O
a
NOTE:
O
O
tel/
INSTALLED PERPENDICULAR TO
E m
m 9
CHANNEL BANKS.
MAINTAIN LOW FLOW THALWEG
ni..� v:,....
THROUGH CROSSING
i• f�i i i i• • 1,• i• i� i
r6� o��r�rr6rr�r! i � • • • • ��• • � i� rr�rr�rr�rr�
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n Permanent Culvert Crossing
6.8 Not to Scale
20' MIN 20' MIN
12" BASE CLASS A/B STONE
CAPPED WITH 3" #57 STONE
12"
FILTER FABRIC
n Permanent Ford Crossing
6.8 Not to Scale
N
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¢
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NOTE:
1. FORD CROSSING SHALL BE
tel/
INSTALLED PERPENDICULAR TO
E m
m 9
CHANNEL BANKS.

DENSELY PACK BRUSH, WOODY DEBRIS AND SOIL
IN BETWEEN BASE LOGS
OP OF �OQ
Pl
FSv
_ oO10,
FIo,1�
I (
Plan View
EROSION CONTROL MATTING
BASE LOGS PERPENDICULAR TO FLOW
BASE LOGS PARALLEL TO FLOW 6"
ELEV.1'ABOVE
DOWNSTREAM
RIFFLE INVERT
Plan View
BASE LOG
4"-6" DIAMETER
BRUSH MATERIAL TO BE
INSTALLED FLUSH
WITH BANK ELEV. 6" BELOW
POOL DEPTH
/-,--,,Brush Toe - Large Streams
69 Not to Scale SF Fishing, WF Fishing
2' MIN
3' iWIDTH PER TYPICAL SECTIONS
BACKFILL
EROSION CONTROL MATTING
TO
FILTER FABRIC /
DENSELY PACKED BRUSH, WOODY DEBRIS AND SOIL
Q
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oil
3' I WIDTH PER TYPICAL SECTIONS
BACKFILL
TOE OF SLOPE
VA>,A
EROSION CONTROL MATTING
LOG\
6
/
6-12" DIAMETER
ELEV. 6" ABOVE
_01
G�
BACKFILL WITH APPROVED
FILL MATERIAL
NATIVE SOIL
RIFFLE INVERT'
NOTES:
LY PACKED WOODY DEBRIS
1.
OVEREXCAVATE 3' OUTSIDE OF TOP OF BANK (BANKFULL).
Section A -A' 2.
INSTALL BASE LOGS PARALLEL TO FLOW AT TOE OF SLOPE. DIAMETER 6"-12".
3.
INSTALL BASE LOGS PERPENDICULAR TO FLOW AT INTERVALS ALONG
BANK, RESTING ON TOP OF PARALLEL BASE LOGS. BASE LOGS SHALL
BE 6"-12" DIAMETER.
i MATERIAL TO BE INSTALLED
4.
INSTALL A DENSE LAYER OF BRUSH/WOODY DEBRIS, WHICH SHALL CONSIST OF
NATIVE SOIL
I WITH BANK
POOL DEPTH
SMALL BRANCHES AND ROOTS COLLECTED ON-SITE AND SOIL TO FILL ANY VOID
SPACE. LIGHTLY COMPACT BRUSH/WOODY DEBRIS LAYER.
5.
BRUSH SHOULD BE ALIGNED SO STEMS ARE ROUGHLY PARALLEL AND IS
INSTALLED POINTING SLIGHTLY UPSTREAM.
6.
INSTALL FILTER FABRIC OVER BRUSH/WOODY DEBRIS.
O
7.
INSTALL EARTH BACKFILL OVER BRUSH/WOODY LAYER ACCORDING TO TYPICAL
SECTION DIMENSIONS.
O
(C
8.
SEED, MULCH AND INSTALL EROSION CONTROL MATTING AND BANK
(�
U
STABILIZATION PER PLANS.
3' I WIDTH PER TYPICAL SECTIONS
2 Brush Toe - Small Streams
69 Not to Scale
Section A -A'
NOTES:
1. OVEREXCAVATE 3' OUTSIDE OF TOP OF BANK (BANKFULL).
2. INSTALL A DENSE LAYER OF BRUSH/WOODY DEBRIS, WHICH SHALL
CONSIST OF SMALL BRANCHES AND ROOTS COLLECTED ON-SITE AND
SOIL TO FILL ANY VOID SPACE. LIGHTLY COMPACT BRUSH/WOODY
DEBRIS LAYER.
3. BRUSH SHOULD BE ALIGNED SO STEMS ARE ROUGHLY PARALLEL AND
IS INSTALLED POINTING SLIGHTLY UPSTREAM.
4. INSTALL FILTER FABRIC OVER BRUSH/WOODY DEBRIS.
5. INSTALL EARTH BACKFILL OVER BRUSH/WOODY LAYER ACCORDING
TO TYPICAL SECTION DIMENSIONS.
6. SEED, MULCH AND INSTALL EROSION CONTROL MATTING AND BANK
STABILIZATION PER PLANS.
BACKFILL
EROSION CONTROL MATTING
OL MATTING
6
/
ELEV. 6" ABOVE
,
\/� "
FILTER FABRIC
RIFFLE INVERT'
DENSELY PACKED BRUSH, WOODY DEBRIS AND SOIL
LY PACKED WOODY DEBRIS
TOE OF SLOPE //
i MATERIAL TO BE INSTALLED
ELEV. 6" BELOW
NATIVE SOIL
I WITH BANK
POOL DEPTH
2 Brush Toe - Small Streams
69 Not to Scale
Section A -A'
NOTES:
1. OVEREXCAVATE 3' OUTSIDE OF TOP OF BANK (BANKFULL).
2. INSTALL A DENSE LAYER OF BRUSH/WOODY DEBRIS, WHICH SHALL
CONSIST OF SMALL BRANCHES AND ROOTS COLLECTED ON-SITE AND
SOIL TO FILL ANY VOID SPACE. LIGHTLY COMPACT BRUSH/WOODY
DEBRIS LAYER.
3. BRUSH SHOULD BE ALIGNED SO STEMS ARE ROUGHLY PARALLEL AND
IS INSTALLED POINTING SLIGHTLY UPSTREAM.
4. INSTALL FILTER FABRIC OVER BRUSH/WOODY DEBRIS.
5. INSTALL EARTH BACKFILL OVER BRUSH/WOODY LAYER ACCORDING
TO TYPICAL SECTION DIMENSIONS.
6. SEED, MULCH AND INSTALL EROSION CONTROL MATTING AND BANK
STABILIZATION PER PLANS.

I"ft%.W
MIN D
10.0'
Plan View
Section A -A'
1 Stabilized Inlet
6.10 Not to Scale
GATE POST
2" PAINTED
TUBE STEEL GATE
11L�.J \- GROUND LINE L1I'J
GATEPOST ANCHOR J
Li 4' or 16' Li
Access Gate
CURVED TO FIT
/s
DIAMETER OF FRAME
CURVED TO FIT
DIAMETER OF �
BOLT HING
Bolt Hinge Hinge Clamp
(2 Required) (2 Required)
Hinge Assembly
Plan View
GATE POST
I I
5"
TMIN I`••I f.;l
L..7TJ
18" MIN
Detail of Gate
Post Anchor
USE CLASS "B" CONCRETE AT GATE
POSTS OR WHERE REQUIRED BY
SOIL CONDITIONS. CONCRETE MAY
ALSO BE USED IN LIEU OF SETTING
POSTS TO THEIR MAXIMUM DEPTH.
n 2" Tube Steel Gate
6.10 Not to Scale
BMP
Section B -B'
Section A -A'
n Rock Weir Outlet
6.10 Not to Scale
NOTES:
1. ALL POSTS AND BRACES MAY BE EITHER ROUND OR SQUARE
AT THE OPTION OF THE CONTRACTOR, PROVIDED THE SAME
TYPE IS USED THROUGHOUT THE PROJECT.
2. DIMENSIONS SHOWN ARE THE DIAMETER OF ROUND OR EDGE
DIMENSIONS OF SQUARE POSTS AND BRACES.
3. ERECT LINE BRACES BETWEEN END, CORNER OR GATE POSTS.
PLACE LINE BRACES AT INTERVALS NOT TO EXCEED 300' AN AT
THE END OF THE BARBED WIRE ROLL.
4. THE 300' INTERVAL MAY BE REDUCED BY THE ENGINEER ON
CURVES WHERE THE DEGREE OF CURVATURE IS GREATER
THAN 3 DEGREES.
5. NOTCH BRACE POSTS 1" MINIMUM FOR HORIZONTAL BRACES.
PLACE TWO GALVANIZED 12d OR THREE GALVANIZED 10d
NAILS AT EACH END OF ALL BRACES.
6. PLACE THE BRACE WIRE AROUND THE POST. DRAW ALL BRACE
WIRE TAUT BY TWISTING BETWEEN EACH POST.
7. INSTALL THE FENCE FACING THE PROPERTY OWNER EXCEPT
THAT ON HORIZONTAL CURVES GREATER THAN THREE
DEGREES (3°) INSTALL THE FENCE TO PULL AGAINST ALL
POSTS. SEE NCDOT STD. 866.02 FOR FENCING AT DITCH
CROSSINGS, BREAKS IN GRADES AND R/W BREAKS.
8. USE LATCH DEVICE APPROVED BY THE ENGINEER. HINGE
ASSEMBLY AS SHOWN IS SUGGESTED. SUBSTITUTION MAY BE
SUBJECT TO APPROVAL BY THE ENGINEER. USED 2" PAINTED
STEEL PIPE FOR GATE FRAME EXCEPT AS SHOWN HERE.
9. ANY COMBINATION OF GATE AND FENCE TYPE MEETING THE
APPROVAL OF THE ENGINEER IS ACCEPTABLE AND IS NOT
LIMITED TO THE EXAMPLES SHOWN HEREON.
6"
5"
5"
12"(TYP)
F7
NOTES:
1.
PROVIDE TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS.
5.
LOCATE CONSTRUCTION ENTRANCE AT ALL POINTS OF
INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
PROVIDE FREQUENT CHECKS OF THE DEVICE AND
v u z
TIMELY MAINTENANCE.
zmm
aZ�v
6.
MUST BE MAINTAINED IN A CONDITION WHICH WI ILL
L
t"
Q ��
PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO
a z- 2 H 2 E
STREETS. PERIODIC TOP DRESSING WITH STONE WILL
w4 u w
BE NECESSARY.
7.
ANY MATERIAL TRACKED ONTO THE ROADWAY MUST
BE CLEANED IMMEDIATELY.
8.
USE CLASS A STONE OR OTHER COARSE AGGREGATE
APPROVED BY THE ENGINEER.
9.
PLACE FILTER FABRIC BENEATH STONE.
GO~
s Construction Entrance
6.10 Not to Scale
949-12 FIXED KNOT
HIGH TENSILE WOVEN WIRE
25' M AX
n Woven Wire Fence
6.10 Not to Scale
SINGLE STRAND HIGH TENSION
ELECTRIC WIRE OF 12.5 GAUGE
WITH TENSILE RATING OF 200K PSI.
YP)
3.5" DIA WOODEN POST
r PRESSURE TREATED PINE
VOTES:
1. THE FENCE SHALL MEET CLASSIFICATION FOR 949-12 FIXED
KNOT HIGH TENSILE WOVEN WIRE.
2. A SINGLE STRAND HIGH TENSION ELECTRIC WIRE OF 12.5
GAUGE WITH A TENSILE RATING OF 200K PSI SHALL BE
INSTALLED 24 INCHES ABOVE THE GROUND ON THE LIVESTOCK
SIDE OF THE FENCE.
3. MAXIMUM SPACING BETWEEN LINE POSTS SHALL BE 25 FEET
ON CENTER AND SET AT LEAST 30 INCHES INTO THE GROUND.
4. LINE POSTS SHALL BE 3.5" DIA PRESSURE TREATED PINE.
5. BRACE POSTS SHALL BE 5" DIAMETER AND SET 3 FEET IN THE
GROUND. HORIZONTAL RAIL BRACE POSTS SHALL BE 2"
DIAMETER GALVANIZED PIPE, 8' LONG, AND INSTALLED 8"-12"
BELOW THE TOP OF THE VERTICAL BRACE POST.
6. ALL CORNERS, FENCE LINE ENDS, AND GATE OPENINGS REQUIR
DOUBLE H BRACE ASSEMBLIES. STRAIGHT LINE FENCE SHALL BE
660 FEET MAXIMUM SPACING. STRAIGHT FENCE SPANS 330
FEET OR LESS SHALL USE SINGLE H BRACE ASSEMBLIES.
7. REFER TO THE SPECIFICATIONS FOR MORE INFORMATION ON
FENCING.
o
(15U
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m
24"(T
30" MIN
I
25' M AX
n Woven Wire Fence
6.10 Not to Scale
SINGLE STRAND HIGH TENSION
ELECTRIC WIRE OF 12.5 GAUGE
WITH TENSILE RATING OF 200K PSI.
YP)
3.5" DIA WOODEN POST
r PRESSURE TREATED PINE
VOTES:
1. THE FENCE SHALL MEET CLASSIFICATION FOR 949-12 FIXED
KNOT HIGH TENSILE WOVEN WIRE.
2. A SINGLE STRAND HIGH TENSION ELECTRIC WIRE OF 12.5
GAUGE WITH A TENSILE RATING OF 200K PSI SHALL BE
INSTALLED 24 INCHES ABOVE THE GROUND ON THE LIVESTOCK
SIDE OF THE FENCE.
3. MAXIMUM SPACING BETWEEN LINE POSTS SHALL BE 25 FEET
ON CENTER AND SET AT LEAST 30 INCHES INTO THE GROUND.
4. LINE POSTS SHALL BE 3.5" DIA PRESSURE TREATED PINE.
5. BRACE POSTS SHALL BE 5" DIAMETER AND SET 3 FEET IN THE
GROUND. HORIZONTAL RAIL BRACE POSTS SHALL BE 2"
DIAMETER GALVANIZED PIPE, 8' LONG, AND INSTALLED 8"-12"
BELOW THE TOP OF THE VERTICAL BRACE POST.
6. ALL CORNERS, FENCE LINE ENDS, AND GATE OPENINGS REQUIR
DOUBLE H BRACE ASSEMBLIES. STRAIGHT LINE FENCE SHALL BE
660 FEET MAXIMUM SPACING. STRAIGHT FENCE SPANS 330
FEET OR LESS SHALL USE SINGLE H BRACE ASSEMBLIES.
7. REFER TO THE SPECIFICATIONS FOR MORE INFORMATION ON
FENCING.
o
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SEE INSET BELOW
3/16" DIAMETER STEEL CABLE
4" MAX
2.0' FROM TOP OF BANK MIN.
STEEL CHAIN
CORNER POST
2.5" STEEL PIPE AND BARBED WIRE FENCE
(SEE DETAILI, SHEET 4.8)
W
4" MAX
STAINLESS S1
SPOT WELD %" STEEL CHAIN
TO 2.5: STEEL PIPE
7
APPROXIMATE
HEIGHT= 44"
4" MAX
n Suspended Cable Fence
6.11 Not to Scale
HORIZONTAL BRACE
2.5" DIA. GALVANIZED PIPE OR
4" DIA. TREATED WOOD
H1
5 -STRAND, 12.5 GAUGE, ELECTRIC WIRE
WITH TENSILE RATING OF 170K PSI
AND WIRE TENSION OF 200 LBS
/-3.5" DIA. LINE POST
10" +
GROUND WIRE
10"
8"
7"
GROUND WIRE
9'
APPROXIMATE
�24" MIN. FOR LINE POSTS WIRE SPACING (TYP.)
48" MIN. FOR BRACE POSTS
30' MAX SPACING
NOTES:
1. THE FENCE SHALL BE BUILT ACCORDING TO THE NRCS SPECIFICATION 382 FOR 5 -STRAND ELECTRIC WIRE HIGH TENSILE FENCE. (APRIL 2008)
2. WIRE SHALL BE 12.5 GAUGE, CLASS 3 GALVANIZED ZINC (ASTM -116 STANDARD) WITH 170,000 PSI TENSILE STRENGTH. WIRE SHALL BE INSTALLED ON THE LIVESTOCK
SIDE OF THE FENCE.
3. LINE POSTS SHALL BE 3.5" DIA. PRESSURE TREATED WOOD WITH A MAXIMUM SPACING OF 30 FEET AND A MINIMUM POST HEIGHT OF 68".
4. BRACE POSTS SHALL BE 4" DIA. DIAMETER AND SET 48" INTO THE GROUND. HORIZONTAL BRACE POSTS SHALL BE 2.5" DIA. GALVANIZED PIPE OR 4" DIA. PRESSURE
TREATED WOOD.
5. BRACING SHALL BE ACCORDING TO THE TABLE BELOW:
PULL DISTANCE
Dimensions
INLINE BRACE SPECIFICATION
Reach
Trib 1
Trib 2
W
X
X
H1
x"
x"
H2
x"
x"
SPOT WELD %" STEEL CHAIN
TO 2.5: STEEL PIPE
7
APPROXIMATE
HEIGHT= 44"
4" MAX
n Suspended Cable Fence
6.11 Not to Scale
HORIZONTAL BRACE
2.5" DIA. GALVANIZED PIPE OR
4" DIA. TREATED WOOD
H1
5 -STRAND, 12.5 GAUGE, ELECTRIC WIRE
WITH TENSILE RATING OF 170K PSI
AND WIRE TENSION OF 200 LBS
/-3.5" DIA. LINE POST
10" +
GROUND WIRE
10"
8"
7"
GROUND WIRE
9'
APPROXIMATE
�24" MIN. FOR LINE POSTS WIRE SPACING (TYP.)
48" MIN. FOR BRACE POSTS
30' MAX SPACING
NOTES:
1. THE FENCE SHALL BE BUILT ACCORDING TO THE NRCS SPECIFICATION 382 FOR 5 -STRAND ELECTRIC WIRE HIGH TENSILE FENCE. (APRIL 2008)
2. WIRE SHALL BE 12.5 GAUGE, CLASS 3 GALVANIZED ZINC (ASTM -116 STANDARD) WITH 170,000 PSI TENSILE STRENGTH. WIRE SHALL BE INSTALLED ON THE LIVESTOCK
SIDE OF THE FENCE.
3. LINE POSTS SHALL BE 3.5" DIA. PRESSURE TREATED WOOD WITH A MAXIMUM SPACING OF 30 FEET AND A MINIMUM POST HEIGHT OF 68".
4. BRACE POSTS SHALL BE 4" DIA. DIAMETER AND SET 48" INTO THE GROUND. HORIZONTAL BRACE POSTS SHALL BE 2.5" DIA. GALVANIZED PIPE OR 4" DIA. PRESSURE
TREATED WOOD.
5. BRACING SHALL BE ACCORDING TO THE TABLE BELOW:
PULL DISTANCE
END/CORNER/GATE BRACE SPECIFICATION
INLINE BRACE SPECIFICATION
<660 FEET
SINGLE H OR SINGLE DIAGONAL ASSEMBLY
NOT REQUIRED
660 - 2,000 FEET
SINGLE H OR SINGLE DIAGONAL ASSEMBLY
SINGLE H OR SINGLE DIAGONAL ASSEMBLY
> 2,000 FEET
DOUBLE H OR DOUBLE DIAGONAL ASSEMBLY
SINGLE H OR SINGLE DIAGONAL ASSEMBLY
6. REFER TO THE SPECIFICATIONS FOR MORE INFORMATION ON FENCING.
s High Tensile Electric Wire Fence
6.11 Not to Scale
FIBERGLASS OR
OTHER APPROVED
INSULATED POST
12.5 GUAGE MIN
SINGLE STRAND
30-34"
GALVANIZED
1. SEE SPECIFICATIONS FOR
STEEL WIRE OR
ENERGIZING, GROUNDING, AND
'...i,
APPROVED
INSULATION REQUIREMENTS.
ALTERNATE.
SPACED TO MAINTAIN
WIRE HEIGHT
FIBERGLASS OR
2 Cattle Exclusion Fence
6.11 NCDOT Detail No. 866.04
Not to Scale
(12') 2" TUBE STEEL GATE
SEE DETAIL 3, SHEET 6.10.
GATE SHOULD CLOSE OFF EASEMENT
ACCESS WHEN CROSSING IS IN USE.
X
CE CE n 3J 3J -
M I
m
M
n
M
M
M
nx
M
n
M
M
3J 3J L CE CE
—X—x x—
(X') 2" TUBE STEEL GATE
---7SEE DETAIL X, SHEET X.X.
GATE SHOULD CLOSE OFF CROSSING
WHEN NOT IN USE.
4 Fence Layout at Crossings
6.11 Not to Scale
Corner Brace
3J
CE
X-
oil
ti 0 '00�
12.5 GUAGE MIN
SINGLE STRAND
GALVANIZED
STEEL WIRE OR
APPROVED
ALTERNATE.
NOTE:
~
1. SEE SPECIFICATIONS FOR
ENERGIZING, GROUNDING, AND
'...i,
cz
INSULATION REQUIREMENTS.
U
C)
�
U
U

CATTLE GUARD FOUNDATION
(CAST -IN-PLACE CONCRETE)
L
8" 2"x2"x1/4" ANGLE
6 8..
W/2 A A'
W = TOTAL WIDTH
SYMMETRICAL ABOUT CENTERLINE
#4 @ 1'-6" C -C
MATCH ROAD TEMPLATE WHERE REQUIRED
11"
#4 STIRRUP
6"
2"x2"x1/4" ANGLE 8
GLAV. AFTER FAB.
1/2" Ox5" WELDED
STUDS @ 2' C -C
#4x8'-11" ._
3/4" OX12" ANCHOR BOLTS / #4 STIRRUP
w/2" PROJECTION SET TO J
MATCH CATTLE GUARD
TUBULAR CATTLE GUARD WINGS
X
DETAIL A
1-1/4"0 SCH. 4C
W
3/4"0 SCH. 40 PIPE STEEL TUBULAR
PIPE OR TUBULAR
STEEL
'DETAIL B
r$„1
1-1/2” CUR
#4 TIES @ 1'-6" C -C
7" 10"
#4x8'-11" (DO NOT SPLICE)
5 1-1/2" CUR
Section A -A'
1�v X
I - 7--2--
Top
-2Top View
D ETAI L C
4'-3" (APPROX)
TUBULAR END WING
WOOD POST
— r 1-1/4" 3/16"
5/8
3/16"
4"�
9/16"0 HOLE
DETAIL A
1/8" V -::
FLATTEN END
OF PIPE
SEE CATTLE GUARD
GRID DETAILS DETAIL B
#4TIES (TYP) FINISHED 45°
GRADE
r r_\ r F
�3/8�� 3/16��
3-0T
i 3��
.�, ..
1-1/4
#4 STIRRUP 4#4 5#4 CONT. EA.
14 FOOTING (TYP) Side View
Front View
Section at Road Centerline DETAIL C
1 Cattle Guard
6.12 Not to Scale
IH
WELD 1
1/4" SIDE AU-JUl
PLATE, BOTH-\ EE DE
TYP.
Side View
CATTLE GUARD GRID
L
I� STRINGERS MAX. 24" ON CENTERS
/4" END
LATE
15 RAILS
MAX. 4-1/2" W
CLEAR SPACE
K.
1
CLIPS, BOTH SIDES
I LOOSE AND FIELD
OR SHOP WELD, AS
SPECIFIED) SEE DETAIL B
3" x 3" x 3" x 3/8" ANGLE
TORQUE BAR LOCATIONS FOR 8' GRID. FOR OTHER
WIDTH GRID MINIMUM 4 BARS REQUIRED, LOCATED
AT ENDS AND CENTERED ON GRID
2-1/2"0 SCHEDULE 80 PIPE RAILS
SIDE PLATE
DRILL HOLES TO MATCH
WING, BOTH SIDES 6"0 SCHEDULE 80 PIPE STINGERS,
1/4" TYP. WELD ALL AROUND TO HEADER PLATE
2-1/2"0 PIPE 1-1/4"
TYP. ROD, 5/8"0
x 1-1/4" LONG
6"0 PIPE
DETAIL A
3" x 3" x 3" x 3/8" ANGLE
V.
O
1-1/4" to 1-1/2"
ANCHOR CLIP - DETAIL B
2 -t3/16 --
"h PIPE 1/4" x 1-1/2"
TYP. TORQUE BAR
ROD, 5/8"
x 1-1/4" LONG 2"
3/16"
6"0 PIPE 1/4" END
ANCHOR CLIP PLATE
TYP. 1/4"
DETAIL C
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CLASS B/1 BACKFILL
OF
-0F
044
NOTES:
1. INSTALL CLASS B/1 RIPRAP MIXTURE IN 1.0'
LIFTS. COMPACT EACH LIFT.
2. SET MATTING FOR FIRST LIFT.
3. INSTALL SOIL AND COMPACT WITH PLATE
COMPACTER.
4. SEED, MULCH AND INSTALL EROSION CONTROL
MATTING AND BANK STABILIZATION PER PLANS.
5. REPEAT FOR SUBSEQUENT LIFTS.
6. LIVE CUTTINGS SHALL CONSIST OF BLACK
WILLOW, SILKY WILLOW, OR SILKY DOGWOOD.
A
L-- A'
Plan View of ][dock Toe C
(]Lint lE2eammmvedl ffos Cl.rity)
✓ 2"
UPHILL
24"
Typical Stakes
n Vegetated Geolift
6.13 Not to Scale
COMPACTED BACKFI
TIE TO EXISTING GROUND—
ELEV. 6" BELOW J
CHANNELBED
CLASS B/1 BACKFILL 3.0' MIN.
12" THICK LIFT, STACKED 2 HIGH
-AND WRAPPED IN COIR
MATTING
LIVE CUTTINGS
COIR MATTING WRAPPED AROUND SOIL LIFT
6" ABOVE DOWNSTREAM RIFFLE ELEVATION
C7
NATIVE SOIL
TOP
oil