20140334 Ver 1_Construction Plans_20160329

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Vicinity Map
Not to Scale
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
Candy Creek Mitigation Site
Guilford County, North Carolina
for
a
NC DENR
Division of Mitigation Services
PRELIMINARY PLANS
ISSUED MARCH 15, 2016
Sheet Index
Title Sheet
Project Overview
General Notes and Symbols
Typical Sections
Stream Plan and Profile
Candy Creek
UT1C
UT1D
UT2
UT2A
UT2B
UT3
UT4
UT5
UT5A
Planting Plan
Details
Project Directory
Engineering:
Wildlands Engineering, Inc
License No. F-0831
1430 South Mint Street
Suite 104
Charlotte, NC 28203
Aaron Earley, PE
704-332-7754
Surveying:
Kee Mapping and Surveying, PA
111 Central Avenue
Asheville, NC 28801
Brad Kee, PLS
828-645-8275
2.1.1-2.1.24
2.2.1-2.2.4
2.3.1-2.3.2
2.4.1 - 2.4.4
2.5.1
2.6.1 - 2.6.2
2.7.1-2.7.3
2.8.1 - 2.8.3
2.9.1 - 2.9.2
2.10.1-2.10.2
3.0-3.15
5.1-5.11
Owner:
NC
Division of Mitigation Services
217 West Jones St., Ste 3000A
Raleigh, NC 27603
Jeff Schaffer, PE
919-707-8308
DMS #: 96315

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JEFFERSON T. HOPKINS &
WIFE MARY ANN HOPKINS
PIN:8900-48-2030
dJ DB:4507 PG:1769
(REMAINING PORTION OF
I
JEFFERSON T. HOPKINS &
WIFE MARY ANN HOPKINS
I JEFFERSON T. HOPKINS
W IFE MARY ANN HOPKI
PIN:8900-46-6427
DB:4057 PG:1613
(REMAINING PORTION O
I p;} TRACT I)
CF �,
CE. J\
\
I PIN:8900-47-6144
DB:4507 PG:1769 I
I (REMAINING PORTION
TRACT II)
"J
I 1
\ � ` Fr7endsh'p Ch
JEFFERSONTODD I I I I I
HOPKINS& I
WIFE, MARYANN I
HOPKINSI I I
PIN:8900-53-0-53-8916 � —
DB:3557 PG:282
- "4 I I I I I
I m I
— �
kDARIN
VIRGINIA M. WAGONER
I PIN:8900-50-7124
ESTATE FILE: 95-E-1675
REF:DB:3222 PG:644
ISG �j I I WIFE, TAMELA P. CARR BRYAN DAVID HOPKINS
CL I PIN:8900-52-0126 PIN:8900-51-5378 I BEGIN CANDY CREEK
HERBERT WALLACE HOPKINS &
I= DB:7310 PG:3064 ESTATE FILE: 13-E-2589 LAT: N36'13'24.04"
SPOUSE, MARJORIE HOPKINS REF:DB:1826 PG:75 I LONG: W79'39'34.06"
PIN:8900-53-3395 E i (REMAINING PORTION OF)
I
DAVID ELMO CHRISMON DB:3654 PG:306 I /�
PIN:8900-55-2557 DAVID ELMO CHRISMON VVV J
ESTATE FILE: 05-E-941 PIN:8900-55-2557 JOE W. HOPKINS & WIFE, �E
REF:DB:188 PG:532 ESTATE FILE:05-E-941 LISA RICH HOPKINS
a
\ REMAINING PORTION OF) REF:DB:188 PG:532 PIN:8900-42-8870
\ (REMAINING PORTION OF) I DB:3502 PG:1633 m '✓ NANCY BRAY
G��^\ PIBA552-50-2413
VIII/ !`" / _ D6:4552 PG:2029
U\ PB:168 PG:103 (LOT 2)
Cq \
'S O NDY CREEK 3 REgCH 2 VIRGINIA M. WAGONER
\CP v 7 — --
a� PIN:8809-49-7477
rF ., / ce"• • c cE �� E I cE a I ESTATE FILE: 95-E-1675
CE REF:DB:3222 PG:646
CE
—
' CE - CE
I WIFE M IR LONG I `\lll \ CF / a� °
& Q' • / CHRISMON \ 4 3� ( VIRGINIA M. WAGONER
NS I �Q- /•, L PIB:6156 PG:1026 I \ I� J :8900-40-3874 I
D8:6156 PG:1053 ESTATE FILE: 95-E-1675
ROBERT K.TRACKER PB:102 PG:52 I 33
REF:DB:3728 PG:1496
F) / PIN:8900-45-3431 \ — —
/ DB:5891 PG:1013 'I
e
rPCE- _ CANDY CREEK REACH, 4 a� - a ......
cE I
RbARAANIYIKAIY
\
30 — 30 J-- 37 •� SPOUSE BAMIDELE
� I
c ANIYIKAIYE
CE CE�
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J asvll�e Rd �
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PIN:8900-36-8021
DB:6507 PG:2573
PB:95 PG:11
V)
p�
Zz'N�a+100
f.,+'N nM1LL
.vUNN O
y Zmmn
'n vag
R2. * oo'
6251-
a Z- ga
1-1
E
Z w ae x
N
O
0' 300' 600' 900' E w
IHORI20NTAll � 3 y

STA =100
ELEV =
0' 2' 4' 6'
IveanCul U?
775 (Fli o
0' 20' 40' 60' `� 06;—.9
na
Z rvnm
(HORROMAL) ZN Z m m Z
v
Z+.
.9
�og�
A o�
a20u~iE
770
765
760
100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+30
_ - / CE CE 1E-.j�SCE�� iE CE /
CE CE
- i CE CE CE CE CE CE
______ ____ _ - - - -------- _ __ L
----- % r
------------
---------------------
I 11
a.
STA: 100+00
BEGIN CANDY CREEK REACH 1A
---- --� _
F
_________
_____ ____-___EXISTIN
/
--------------------------------------
___________
_- ____________
-- -
=
CE _______
_____`_
____
CE
C SAF _'I"I`'—�
-
/ '
'
-----------
_------G_ 37
37
3D
SAF-
37
30
-------- ---- --FILL EXISTING CHANNEL------_
INSTALL SAFETY FENCE. ; =
j /
` `\ � 1 017"
.__
D O NOT DISTURB CEMETERY.- -'-
-------
-__770
--770-/
I
CR RR
CR -CR
--
-
------------
/ 37
37 ��
3J� 3J� 3
Typical Riffle Section
10.6
3.3 r— 2.0 t 2.0 3.3
11.2
1.1
Sheet Index
X2.1.24
12.1.23
2.1.22
,2.1.21
:.1.LU
52.1.19 DTIC
.1.17 21.15 UT1D
2.1.18 2.1.13
2.1.16 2.1.14
2.1.12 21.11
2
2.1.1 2.1.9
2.1.8
2.1.7
r
4� O�gw��
'O
W
N4
o
I � •
2.1.4
2.7 .2 E
1.3 o a
?.1.1
W
----------------
/
__ _ __________
----------
__
\
-___________
----------------
/ '
'
-----------
_------G_ 37
37
3D
CR-RR20
37
30
Typical Riffle Section
10.6
3.3 r— 2.0 t 2.0 3.3
11.2
1.1
Sheet Index
X2.1.24
12.1.23
2.1.22
,2.1.21
:.1.LU
52.1.19 DTIC
.1.17 21.15 UT1D
2.1.18 2.1.13
2.1.16 2.1.14
2.1.12 21.11
2
2.1.1 2.1.9
2.1.8
2.1.7
r
4� O�gw��
'O
W
N4
o
I � •
2.1.4
2.7 .2 E
1.3 o a
?.1.1
W
----------------
__ _ __________
----------
__
-___________
----------------
_-
-----------
_------G_ 37
37
3D
37
30
Typical Riffle Section
10.6
3.3 r— 2.0 t 2.0 3.3
11.2
1.1
Sheet Index
X2.1.24
12.1.23
2.1.22
,2.1.21
:.1.LU
52.1.19 DTIC
.1.17 21.15 UT1D
2.1.18 2.1.13
2.1.16 2.1.14
2.1.12 21.11
2
2.1.1 2.1.9
2.1.8
2.1.7
r
4� O�gw��
'O
W
N4
o
I � •
2.1.4
2.7 .2 E
1.3 o a
?.1.1

MINI
770
765
STA
EL
760
104+30 104+50
105+00
105+50
106+00
106+50
107+00
107+50
108+00
108+50
0'
2'
4' 6'
775
Iveanu
1
0'
20'
(HORIZOMAL)
40' 60'
I
,\ I
�CE_,C/E,"— CE
-
- -
CE Z�\1 CE CJ;� CE
= = =
— CE CE — CE CE CE CE CE CE CE —��E_ �[E-�Y'C'):.�-C-F'� CE
-----
- -
CE r�2E- CE LE- Cc,
_---fE�
ice+
¢
W
II
N Ol
M
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v+i v
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II
L+° v +
rri ao
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+
vLq
w
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N
¢
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m+
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II
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¢
F n
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W
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+
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II
IIw
PROPOSED
BANKFULL
GwGw
��f__--12%1.2%
T—ELEV=
PROPOSED
GRADE
.V = 764.80
85+19.689
764.15
EXISTING
GROUND
STA = 108+77.62
ELEV = 761.30
105+00
105+50
106+00
106+50
107+00
107+50
108+00
108+50
0'
2'
4' 6'
775
Iveanu
1
0'
20'
(HORIZOMAL)
40' 60'
770
765
760
108+80
-
" _ - ------ — - =
----------------------- - _-
_ -- _
----- -
- -- '
- 1 ,-- ------ LU -- -----------------
;a. / �__• --- --765
---------------
-- ♦�p6Y��
------- �_,�-' �'�- Q
FILL EXISTING CHANNEL ; % ---"-
-
-36
'/:i'' -' `�•� ,� O\ ♦, I _~� CREW; CR -CR
10 9,-00
i_
• 6 � r _
*oo _ ♦ •rte-a``r*" r r _ - - �_r• _--------- --- -----
.I'`_:' � CR -RRA
I
" - -
o'er
r
i
� r
5
I
Typical Riffle Section
10.6
3.3 r— 2.0 t 2.0 3.3
11.2
1.1
Sheet Index
V)
ZZ�'Nlail00
Z.:LL
�YyUNN O
S z,m.,mz
^yvgv
Z��onnw
Anis
aZi
E
o
u
U �I
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U
H _
_
__ \``'``• '' 2.119
zl -
_ -,
--------
�--------------:: ` ---- --- 211
_____ 7 2.1.15
___ _ __ _ _ _ _ _ _ 3
_ __ ___________ _____ _ _ _ __ 211 2.1.1
_ ____________ , _ ..6 111
M P4
`770 _
� r eh. 4
'- ------------------------ �, 2.1.1
�o
_ --- -- --
~-------------
------------------------------------------
• - - - ___ _jtd 2
7 Q _______ _____________________ _ ______ _ _ __ -------------- �___,_ _ __-______ ----------
------------------
_ _ _ _ __
37 a-�'-3�—j--�ni _ ------
2.1.9
7 3 - 21
33 --- 3J __, 37 � 3] _ _____ __________________________ ---------
37 37 ____ __ _____— __ _ ___ ��__--___770-_. - _______________ _ __-___ iiijrr�� _ N 4 C
3J —31
3fi-�_'-3J 3J 37 37 3] -__ � r'i r,... r � I' II 2. 1.8
______ _-�____� '`...:its �lP'
216 �
I _ _ 2.1.7
UT3 n.
2.1. 2.1.5 _ N
2.1.4
I I UT4 2.12
uTs 2.1.3
2.1.1
"N"
I
,\ I
�CE_,C/E,"— CE
-
- -
CE Z�\1 CE CJ;� CE
= = =
— CE CE — CE CE CE CE CE CE CE —��E_ �[E-�Y'C'):.�-C-F'� CE
-----
- -
CE r�2E- CE LE- Cc,
_---fE�
-
" _ - ------ — - =
----------------------- - _-
_ -- _
----- -
- -- '
- 1 ,-- ------ LU -- -----------------
;a. / �__• --- --765
---------------
-- ♦�p6Y��
------- �_,�-' �'�- Q
FILL EXISTING CHANNEL ; % ---"-
-
-36
'/:i'' -' `�•� ,� O\ ♦, I _~� CREW; CR -CR
10 9,-00
i_
• 6 � r _
*oo _ ♦ •rte-a``r*" r r _ - - �_r• _--------- --- -----
.I'`_:' � CR -RRA
I
" - -
o'er
r
i
� r
5
I
Typical Riffle Section
10.6
3.3 r— 2.0 t 2.0 3.3
11.2
1.1
Sheet Index
V)
ZZ�'Nlail00
Z.:LL
�YyUNN O
S z,m.,mz
^yvgv
Z��onnw
Anis
aZi
E
o
u
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c
U
H _
_
__ \``'``• '' 2.119
zl -
_ -,
--------
�--------------:: ` ---- --- 211
_____ 7 2.1.15
___ _ __ _ _ _ _ _ _ 3
_ __ ___________ _____ _ _ _ __ 211 2.1.1
_ ____________ , _ ..6 111
M P4
`770 _
� r eh. 4
'- ------------------------ �, 2.1.1
�o
_ --- -- --
~-------------
------------------------------------------
• - - - ___ _jtd 2
7 Q _______ _____________________ _ ______ _ _ __ -------------- �___,_ _ __-______ ----------
------------------
_ _ _ _ __
37 a-�'-3�—j--�ni _ ------
2.1.9
7 3 - 21
33 --- 3J __, 37 � 3] _ _____ __________________________ ---------
37 37 ____ __ _____— __ _ ___ ��__--___770-_. - _______________ _ __-___ iiijrr�� _ N 4 C
3J —31
3fi-�_'-3J 3J 37 37 3] -__ � r'i r,... r � I' II 2. 1.8
______ _-�____� '`...:its �lP'
216 �
I _ _ 2.1.7
UT3 n.
2.1. 2.1.5 _ N
2.1.4
I I UT4 2.12
uTs 2.1.3
2.1.1

76
76
si
75
75
108,80 109,00 109+50 110+00 110+50
----------
------
CE ---------------------- 61,
------------ - -- - - CE — CE ----------- ---------------------- --------------------
----------------------- -------------
------------------------------------------------------
001 --------- - - - - - -
+ ----- - - ---------
__
- - -
00 --------------------
----------------
--------------- --------------- ---------------------------
<
----------- ------------------- ---------------- ------------------------- --- I ------------------
-------------- LL I - -----------------
z----------- ---------------
765 ----------------------------
CR-
-----------
----------------
----------
-------- ----
111+00
--------------- --- -
--- ---- -----------
111+50
CE
112,00
112+50
113+00
765
760
755
750
113+30
2'
4' 6'
0, 20'
1. 60'
EmEmma====1
(HORIZOML)
Typical Riffle Section
10.6
3.3 r— 2.0 T 2.0 3.3
1.2
1.1
Sheet Index
V)
Z.:.—LL
6
E
'0 0
'X
9
§
E
0
u
cd
U

765
760
755
750
113+30 113+50
114+00
E T_ CE_-�yYCI"�2F
T CE,—
C:)
114+50 115+00 115+50 116+00
-------------------------------------
----------------------
CE .765__CE
CE ----------
CE
�E CE CE — CE � CE CgCE
--------- --- ---- ------
I --------- -- --- ---------
- ---------- : -------- --------- - -----
CR-C\
CR
----,/CR-WC
360
---------------
zz=
-�-
;'
-----------------------
-----FILL EXISTING
CHANNEL (TYP)
33 3] — 3] 3]-- 3] 33 bj 33 3] 3] — 3]
116+50
117+00
117+50
765 0'
2'
IveanCul
4' 6'
0'
20'
(HORIZOMAL)
40' 60'
-
E
3
aw
"
W
m
a
m
ti
n
n
r
F
J
a"T
cdo
m
1> a
n
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n 1>
Jw
n
r
ry
n
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n
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a
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a ry
w ti
m o
n
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^'
M N
N
n¢
m
v
II
w
o
v
w.
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m
n
Io
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no
n
w
n�
a
► I —
I
_
PROPOSED BANKFULL
v¢ri
J
vri
J
—�
I
-2.s%
\
GJ
1STA
STA
=113+49.22
I
-1.6%
—
ELEV
= 756.62
= 113+36.08
ELEV =
756.fi2
II
I
II
i
PROPOSED
GRADE
�e-
II
II
13,
I
I
)
I
•lsy
II
I
I
II
)__
I
I
STA =116+19.45
ELEV=753.00
I
I
EXISTING
GROUND
I
I
I
I
I
I
I
114+00
E T_ CE_-�yYCI"�2F
T CE,—
C:)
114+50 115+00 115+50 116+00
-------------------------------------
----------------------
CE .765__CE
CE ----------
CE
�E CE CE — CE � CE CgCE
--------- --- ---- ------
I --------- -- --- ---------
- ---------- : -------- --------- - -----
CR-C\
CR
----,/CR-WC
360
---------------
zz=
-�-
;'
-----------------------
-----FILL EXISTING
CHANNEL (TYP)
33 3] — 3] 3]-- 3] 33 bj 33 3] 3] — 3]
116+50
117+00
117+50
765 0'
2'
IveanCul
4' 6'
0'
20'
(HORIZOMAL)
40' 60'
760
755
750
117+80
it
s
.-._.SCE CECE
� CE — CE � CE ICE ,
7
TIMBER BRIDGE I
x
w
� I
• 4 CR -RR
\ i �
REMOVE EXISTING
( TIMBER FOOTBRIDGE
33 /
I
Typical Riffle Section
10.6
3.3 r— 2.0 t 2.0 3.3
11.2
1.1
Sheet Index
V)
A �
Z�'NLa+l00
Z.:rvnm'i
�YyUNN O
SzmmZ Nyvg
v
mnnw
I -I 20 u E
o
u
Cd
u
~
4
w x
C =
a
w
o
-
E
3
aw
"

760
755
750
745
740
117+80
118+00 118+50 119+00 119+50 120+00 120+5 121+0
c
�I
I _ _
-----------
\ 255,,,
vo
JJ8 I il,
�I
121+50
I
I
2'
Iveanu
4' 6'
1
I
9
40' 60'
1
a,l--------------
LU
I�
UI
H
— U2 A
I
� r
n
W
^
n
ry
o
n N
V
+
o
N
r
I, +
—+
¢
w ¢
n
w
q
ma—m.
m
u
vri w
0
II
w
ti
m
n
¢
n
,�„
w
°1
o
of iI
o
a
r
+
.1+.
w
F!
PROPOSED
BANK
U11
J
u
riL
n
N^
PROPOSED
GRADE
I
II
I
j
I
-2.7%
–
I
STA =
119+70.18
I
I
I I
I
STA = 120+58.06
\
I
ELEV=
749.70
I
I
ELEV= 749.20
-25%
I
I
\
I
I
I
I
I
STA = 120+51.98
ELEV= 749.20
STA=121+20.16
ELEV=
747.85
I
_
J
1
I
I
EXISTING
GROUND
`\
STA
122+19.97
ELEV= 746.48
I
I
118+00 118+50 119+00 119+50 120+00 120+5 121+0
c
�I
I _ _
-----------
\ 255,,,
vo
JJ8 I il,
�I
121+50
I
I
2'
Iveanu
4' 6'
1
I
9
40' 60'
1
a,l--------------
LU
I�
UI
H
— U2 A
I
� r
STA: 118+94---------------�i
END CANDY CREEK REACH 1A
BEGIN CANDY CREEK REACH 1B \�, ''" \ `�y, ;'; - � - --- " - ------ -----
STA: 610+12
--- STA:610+12
END UTS
Asa „i'
780
740
121+50
0'
2'
Iveanu
4' 6'
1
0'
20'
(HORIZOMAL)
40' 60'
755
750
745
_ /r" "�'l/ I ____ ♦ T�
CR RRA ''i;2 �� __ �' / .,�'./ \,-
Typical Riffle Section
10.6
3.3 2-0 T
2.0 3.3
1
1.1
Reach 1A
13.6
3.9 2.9 t 2.9 3.9
11.5
1.3
Reach 1B
Sheet Index
[i}
A �
0
�YyUNN 6
'^yvgv
2���nnw
a20u~iE
,'X
O
60
rl
0
P4
Cq
11
U
U
740
121+50
122+00
122+30
_ /r" "�'l/ I ____ ♦ T�
CR RRA ''i;2 �� __ �' / .,�'./ \,-
Typical Riffle Section
10.6
3.3 2-0 T
2.0 3.3
1
1.1
Reach 1A
13.6
3.9 2.9 t 2.9 3.9
11.5
1.3
Reach 1B
Sheet Index
[i}
A �
0
�YyUNN 6
'^yvgv
2���nnw
a20u~iE
,'X
O
60
rl
0
P4
Cq
11
U
U

755
750
745
740
122+30 122+50 123+00
1
1 )d
1 -----------------------
E
1 _
.�� FILL EXISTING
1 CHANN EL(TYP)
- .145=__>
123+50
124+00
124+50
/
S74
125+00
125+50
0'
126+00
126+50
755
Iveanu
1
0'
20'
(HORIZOMAL)
40' 60'
='3'/3,/9
10
- -
-------
__
13 -
------------
,-
4�
10
o
o
m
� n
+
+ v
ry n
n
ry
+
+
m
m
^
r
m
u+ m
+ m n
—
^
vai
vai
II
—
a
J
—
¢ w
v^IT
4
ry
w
n
o
o
o+
w ry
F
+
n ry
a+
n
o
w
N
F
F
n
w
+
n
+
r
N
PROPOSED
BANKFULL
v m
+^
II
u
N
W
wdw
n
1p
n
v m
e m
_
_
_
1.2%
-1.2%
I
0.
9%
1.9^0
PROPOSED
GRADE
-0.3%
I
EXISTING GROUND
STA =125+58.99
ELEV = 743.94
1 -----------------------
E
1 _
.�� FILL EXISTING
1 CHANN EL(TYP)
- .145=__>
123+50
124+00
124+50
/
S74
125+00
125+50
0'
126+00
126+50
755
Iveanu
1
0'
20'
(HORIZOMAL)
40' 60'
='3'/3,/9
—STA:Z26+30—
-� END CANDY CREEK REACH 1C
BEgWCANDY CREEK REACH 2A_-�
STA:414+96-
END UT3 �/
750
745
740
126+80
IZ-
r y � vv
:- CR -CR I / 11�xOO
ell,
CR -CR
CR CRI \ s14
749 / _ CR -RR
CR -CH 1
125+00 STA: 125+30
CR -RR FFK ��� END CANDY CREEK REACH 1B
/- BEGIN CANDY CREEK REACH 1C 1 W
1 — STA: 514+05 I +
END UT4
0'
2'
4' 6'
755
Iveanu
1
0'
20'
(HORIZOMAL)
40' 60'
750
745
740
126+80
IZ-
r y � vv
:- CR -CR I / 11�xOO
ell,
CR -CR
CR CRI \ s14
749 / _ CR -RR
CR -CH 1
125+00 STA: 125+30
CR -RR FFK ��� END CANDY CREEK REACH 1B
/- BEGIN CANDY CREEK REACH 1C 1 W
1 — STA: 514+05 I +
END UT4
ji-
_ I w
-------------------
Z
------------
U '
_ � ____/ 37
---------- r 10$_
it
a
l�rr;
='3'/3,/9
10
- -
-------
__
13 -
------------
,-
4�
10
ji-
_ I w
-------------------
Z
------------
U '
_ � ____/ 37
---------- r 10$_
M/.1
. 1111
Typical Riffle Section
13.6
3.9 2.9 t 2.9 3.9
11.5
1.3
Reach 1B
16.8
4.8 3.6 � 3.6 � 4.8
1.8
1.6
Reach 1C
17.5
5.1 3.65T 3.65 � 5.1
1.9
1.7
Reach 2A
Sheet Index
V)
A �
Z LL
Z rv-nmLL
�Yy UrV rV O
SzmmZ
o
'n vag
2 conn w
alou~TE
i
9
U
it
a
l�rr;
M/.1
. 1111
Typical Riffle Section
13.6
3.9 2.9 t 2.9 3.9
11.5
1.3
Reach 1B
16.8
4.8 3.6 � 3.6 � 4.8
1.8
1.6
Reach 1C
17.5
5.1 3.65T 3.65 � 5.1
1.9
1.7
Reach 2A
Sheet Index
V)
A �
Z LL
Z rv-nmLL
�Yy UrV rV O
SzmmZ
o
'n vag
2 conn w
alou~TE
i
9
U

750
745
740
735
126+80 127+00
127+50
128+00
_------------------I
7500
\ iF CE
FILL EXISTING
CE_ _ ` — — _ CHANNEL (TYP)
W
'
-\ �
r � 1
rr
T-
u u �—
128+!0 %
.CR -RR
CR -CR ^�
126+50
128+00
CE
rEl. CE
CE
CE 1
1
1
� I
/
D
129+50 130+00
'----- -
CE CE —.c= CE CE CE rE
i
1
1
I
� \ I
I
1 QS
CR -CR
CR -W
z:: 1
130+50
0' 2' 4' 6'
750
(VERT—) U?
0' 20' 40' 60'
Z rvnm
(HORROMAL)
-
a a Zvi
745
740 GO
735
131+30
.—I
-CD�,37 � 3, � ~ ms`s'=-1�-.'f ~ ~�� � �,4 � r �.-•lw
3 V /
r �P
17.5
5.1 1— 3.65T 3.65 � 5.1
1.9
1.7
Reach 2A
Sheet Index
rr�y
O
o U
r o
Fti frJ-1
� O
U U
o
14.4
U
u
F
n
—r
o
�
m
n rri
m n "
N N
m
N
w
m
N o
n
w
J
N
o
N
�D
p
W W
¢
m
a
?
a
PROPOSED
BANKFULL
¢
"••'
_
¢
w
W
v~i
J
m
+ m
¢
—
¢w
-0.6%
STA = 127+14.49
I�
I
ELEV= 744.26
I
L
=
STA127+48.92
ELEV= 744.26
STA = 1395
743
ELEV= 743.
�
95
PROPOSED
GRADE
STA =127+96.87STA
ELEV= 743.95
= 129+75.11
ELEV= 742.19
I
EXISTING
GROUNDT
i
STA =130+57.12
EL EV
= 740.53
127+50
128+00
_------------------I
7500
\ iF CE
FILL EXISTING
CE_ _ ` — — _ CHANNEL (TYP)
W
'
-\ �
r � 1
rr
T-
u u �—
128+!0 %
.CR -RR
CR -CR ^�
126+50
128+00
CE
rEl. CE
CE
CE 1
1
1
� I
/
D
129+50 130+00
'----- -
CE CE —.c= CE CE CE rE
i
1
1
I
� \ I
I
1 QS
CR -CR
CR -W
z:: 1
130+50
0' 2' 4' 6'
750
(VERT—) U?
0' 20' 40' 60'
Z rvnm
(HORROMAL)
-
a a Zvi
745
740 GO
735
131+30
.—I
-CD�,37 � 3, � ~ ms`s'=-1�-.'f ~ ~�� � �,4 � r �.-•lw
3 V /
r �P
17.5
5.1 1— 3.65T 3.65 � 5.1
1.9
1.7
Reach 2A
Sheet Index
rr�y
O
o U
r o
Fti frJ-1
� O
U U
o
14.4
U
u

750
745
740
735
131+30 131+50
132+00 132+50
37 37
dpi m ______ _
133+00 133+50 134+00 134+50 135+00 135+50
2'
D-33
37 - 30
-------------------------------------
Iveanu
1
0'
20'
(HORIZOMAL)
40' 60'
,
i
1
--------------------------------------------
\
,
.'
/ C ____
- ___-__-_ E --------------
� ' ' iii'/��i/��
_
ti
m
m
m
W
m
m a
F
m
¢
/
^
ry
a
IM
IM
m
¢
PROPOSED
BANKFULL
-1.1%
n
t;
ul u
-
m
#PROPO�SED
STA =131+60.49
\%
\
ELEV=
740.59
GRADE
-1.0%
STA
=133+36.86
ELEV= 738.80
\\\
i
EXISTING
GROUND
132+00 132+50
37 37
dpi m ______ _
133+00 133+50 134+00 134+50 135+00 135+50
f=h�r��t✓,w
/ /
�\ \`V
III\ •___.
----------
FILL
--- --FILL EXISTING
CHANNEL ITYPI„
\ \ ----------
CR -RR
_
0
i
0'
2'
D-33
37 - 30
-------------------------------------
Iveanu
1
0'
20'
(HORIZOMAL)
40' 60'
,
i
1
--------------------------------------------
f=h�r��t✓,w
/ /
�\ \`V
III\ •___.
----------
FILL
--- --FILL EXISTING
CHANNEL ITYPI„
\ \ ----------
CR -RR
_
0
i
0'
2'
4' 6'
750
Iveanu
1
0'
20'
(HORIZOMAL)
40' 60'
YL67
740
735
135+80
I -74
30
13
\
,
.'
/ C ____
- ___-__-_ E --------------
� ' ' iii'/��i/��
_
_ 1 __ - -�74$ -_-_
--- -
------
-- --
17.5
5.1 1- 3.65T 3.65 � 5.1
1.9
1.7
Reach 2A
Sheet Index
V)
Z��'Nla+l00
Z.:rvnm"
�YyUNN O
SzmmZ
^yvgv
Z��mnnw
-
a 20 u ~'i E
C�
N O
4 0
u
CdU
C
U

1 745
1 740
1 735
730
135+80 136+00
136+50
137+00
137+50
138+00
138+50
139+00
`� i �I , -
8
100"-
>
41
X `\ _
-------
REMOVE EXISTING FENCE i - --'
WITHIN EASEMENT
REMOVE BERM II
CE---------------------------------------------------------
______ ___________
CE____
1__ CE
_____________ ____ —
____ CE ___________
_ __
CE CE
------------
0' 2' 4' 6'
745
eanu 1 v
(Fli o .+
0' 20' 40' 60' `� d,"n N vai O o
Z�ry nm
(HORROMAL)� � �NEl! Z m m Z
+. ai
R Z��og�
A n2 q ....
a20u22E
740
735
730
139+50 140+00 140+30
% 3//_/3�
Om
+
O
I �
I
1 I r -I
a
Ln
1 �Ln
- I LLI
z ���+c
� I -
`CE CE CE
CE CE CE I
17.5
5.1 1— 3.65T 3.65 � 5.1
is
1.7
Reach 2A
Sheet Index
,� U
N O
W
U
Cd
U U)
.6
+
t m
m
EXISTINGGROUNO
°a©
+
N
r,'—�
u
ri
r
N+
m
m
°
w
ry
W
W
u
+
m °'
+
m
tQ-
J—N
F
n
m
nu~i J
w
mo
a
+
c
N
PROPOSED
BANKFULL
>
N
-1 A%
I
/
7—
I
1
II
/
\\
PROPOSED
GRADE
TA = 136+76.63
II
ELEV
= 736.47
/
I
STA =
139+68.74
ELEV =
734.58
136+50
137+00
137+50
138+00
138+50
139+00
`� i �I , -
8
100"-
>
41
X `\ _
-------
REMOVE EXISTING FENCE i - --'
WITHIN EASEMENT
REMOVE BERM II
CE---------------------------------------------------------
______ ___________
CE____
1__ CE
_____________ ____ —
____ CE ___________
_ __
CE CE
------------
0' 2' 4' 6'
745
eanu 1 v
(Fli o .+
0' 20' 40' 60' `� d,"n N vai O o
Z�ry nm
(HORROMAL)� � �NEl! Z m m Z
+. ai
R Z��og�
A n2 q ....
a20u22E
740
735
730
139+50 140+00 140+30
% 3//_/3�
Om
+
O
I �
I
1 I r -I
a
Ln
1 �Ln
- I LLI
z ���+c
� I -
`CE CE CE
CE CE CE I
17.5
5.1 1— 3.65T 3.65 � 5.1
is
1.7
Reach 2A
Sheet Index
,� U
N O
W
U
Cd
U U)

745
740
735
730
745 0' 2' 4' 6'
Iveanu 1
0' 20' 40' 60'
(HORROMAL)
727
140+30 140+50
�ll
Lu l
Z
J I
2
I/
727
140+30 140+50
�ll
141+00 141+50 142+00
I
I X
INSTALL 16' WIDE FORD
I CROSSING. WATERLINE00
(SUPPLIED BY LANDOWNER)
TO BE INSTALLED UNDER FORD
x CROSSING. ------------------------
_1
141+00
/ _ I CR -CR !I pry
I n 1
------------------- P, __
-_ _f.__ -_i4
e /
I
.I
\CE CE
- I � CE
142+50 143+00 143+50 144+00 144+50
If
STA: 143+09
END CANDY CREEK REACH 2A I 1 z
� po BEGIN CANDY CREEK REACH 2B I
CR -W \ \ x 1 U
) 1 Q
r�
---------------
--- 735 ------------
___—y-+-�=J� r-�- _� r'-` `•� -----
`.r
---
---------------
-735 ------ _ �CR.-
_
m I
FILL EXISTING -
CHANNEL(TYP)
h I STA: 144+08 r'�r ��I x 1 i'
CANDY CREEK REACH 2B
Im m STA: 319+29
END UT2 /AI r / !lig\ ) 73g /
/
REMOVE EXISTING FENCE x
WITHIN EASEMENT
I
n ;
m ____________________
x 1
LE CE -----�--- , / '/ r- _-- ._ - '•)"''!/ S� _ — - 1 ul
740
735
730
727
144+80
— LA
CY �
Typical Riffle Section
17.s
5.1 r 3.65 T 3.65 —
5.1
1.9
1.7
Reach 2A
17.0
5.1 r— 3.4 T 3.4 5.1
1.9 II`
1.7
Reach 2B
Sheet Index
ZIa+l00
Z.:rvnm"
�YyUNN O
v
An
nnw is
a 20 u E
w JL P4 O
o .
oq
E 3 Y
INn T ^
V N
m Lq
+ v a+ EXISTING GROUND
H> f n + n F w It
a>
+ It It
eq
1E + + .aH `°
w v m
PROPOSED BANKFULL /
� PROPOSED GRADE
STA = 142+30.65
ELEV= 732.60
STA =143+64.26 ✓
ELEV = 731.80
STA =144+70.97
ELEV = 730.20-
Lu l
Z
J I
2
I/
141+00 141+50 142+00
I
I X
INSTALL 16' WIDE FORD
I CROSSING. WATERLINE00
(SUPPLIED BY LANDOWNER)
TO BE INSTALLED UNDER FORD
x CROSSING. ------------------------
_1
141+00
/ _ I CR -CR !I pry
I n 1
------------------- P, __
-_ _f.__ -_i4
e /
I
.I
\CE CE
- I � CE
142+50 143+00 143+50 144+00 144+50
If
STA: 143+09
END CANDY CREEK REACH 2A I 1 z
� po BEGIN CANDY CREEK REACH 2B I
CR -W \ \ x 1 U
) 1 Q
r�
---------------
--- 735 ------------
___—y-+-�=J� r-�- _� r'-` `•� -----
`.r
---
---------------
-735 ------ _ �CR.-
_
m I
FILL EXISTING -
CHANNEL(TYP)
h I STA: 144+08 r'�r ��I x 1 i'
CANDY CREEK REACH 2B
Im m STA: 319+29
END UT2 /AI r / !lig\ ) 73g /
/
REMOVE EXISTING FENCE x
WITHIN EASEMENT
I
n ;
m ____________________
x 1
LE CE -----�--- , / '/ r- _-- ._ - '•)"''!/ S� _ — - 1 ul
740
735
730
727
144+80
— LA
CY �
Typical Riffle Section
17.s
5.1 r 3.65 T 3.65 —
5.1
1.9
1.7
Reach 2A
17.0
5.1 r— 3.4 T 3.4 5.1
1.9 II`
1.7
Reach 2B
Sheet Index
ZIa+l00
Z.:rvnm"
�YyUNN O
v
An
nnw is
a 20 u E
w JL P4 O
o .
oq
E 3 Y
INn T ^
V N
m Lq
+ v a+ EXISTING GROUND
H> f n + n F w It
a>
+ It It
eq
1E + + .aH `°
w v m
PROPOSED BANKFULL /
� PROPOSED GRADE
STA = 142+30.65
ELEV= 732.60
STA =143+64.26 ✓
ELEV = 731.80
STA =144+70.97
ELEV = 730.20-
740
735
730
727
144+80
— LA
CY �
Typical Riffle Section
17.s
5.1 r 3.65 T 3.65 —
5.1
1.9
1.7
Reach 2A
17.0
5.1 r— 3.4 T 3.4 5.1
1.9 II`
1.7
Reach 2B
Sheet Index
ZIa+l00
Z.:rvnm"
�YyUNN O
v
An
nnw is
a 20 u E
w JL P4 O
o .
oq
E 3 Y
INn T ^
V N
m Lq
+ v a+ EXISTING GROUND
H> f n + n F w It
a>
+ It It
eq
1E + + .aH `°
w v m
PROPOSED BANKFULL /
� PROPOSED GRADE
STA = 142+30.65
ELEV= 732.60
STA =143+64.26 ✓
ELEV = 731.80
STA =144+70.97
ELEV = 730.20-

740
730
725
144+80 145+00
X
145+50
146+00
� 3J
\ 3J
\I \ 3J
\aJ\
I 3J
I
I 3J
I
I♦ \ 3J
73S
lig♦
– CR -CH
j X X
146+50
147+00
147+50
148+00
740 0,
2'
Iveanu
4' 6'
1
0'
20'
(HORIZO—L)
40' 60'
EXISTING
GROUND
m
ri
o
o+
w
u o
ry
-o
f
ti n
w^
I
N J
a
F
in
w
w
Ii w^
Q
w
n
m
n n
�'•
of
m
m
o
o
u
IT
w
l
–¢
w
o
f
a
w+
\
–
–
_
N
PROPOSED
BANIIFULL
0.9%
/
–
0.8%
STA 145+65.57_/
PROPOSED
GRADE
ELEV = 729.75
STA =147+84.49
STA = 147+91.80
STA
= 146+56.29
ELEV =
728.40
STA
ELEV
=147+04.63
= 728.70
ELEV = 728.60
ELEV = 728.60
X
145+50
146+00
� 3J
\ 3J
\I \ 3J
\aJ\
I 3J
I
I 3J
I
I♦ \ 3J
73S
lig♦
– CR -CH
j X X
146+50
147+00
147+50
148+00
740 0,
2'
Iveanu
4' 6'
1
0'
20'
(HORIZO—L)
40' 60'
735
N
Ed
730
725
148+50
37
37
STA: 148+45� w ,
/ END CANDY CREEK REACH 2B I `r n
33 / - ------NO WORK STA: 148+45 -STA: 149+06 II �i II
30 / �;/ STA: 149+06-
3' / 30 / I _ BEGIN CANDY CREEK REACH 3 1 y
730 --`---- -♦It �\:♦ �'1
-
L4
\" _„ _ i i1ga - – - __-
=_-
oC\
"J .`
0
.` �J _
-
CR -CR
/,\roro" ♦_ \ 1�,___ -- - __-730------------
_ _ - _
REMOVE EXISTING
-FENCE WITHIN EASEMENT
_73„"� _–_____
'- - _
v rt --X X X - -___-' CR RR,%X
X
CR -CR/
\ 145+00
C 1/
---------------
734
\CF \
CE CE CE CE
E
Cr CE
CE L
♦ Cf \� CE �
X
CE
i
I 1
I
1 �
1 t
11
II
= li
PROTECT EXISTING
USGS GAUGE I
�X I
Q
o
60' DOT RO W
�. CE
Illi
l
Typical Riffle Section
17.0
5.1 r— 3.4T 3.4 5.1
1.9 II`
1.7
Sheet Index
Z 00
Z.:rvnmw
NNO
SzmmZ
^'06
E,11
v
2��o^w
Ani
a Zoi E
60

735
730
725
720
148+40148+50 149+00
I
I
I
3J
wII ,
1
I
STA: 149
/ BEGIN CANDY CREEK REAC
149+50
150+00
—9-1—.-
150+50 3J—.
150+50
151+00
151+50
152+00
I
3J
I
lO 3J -
r
•�
I I
CLEAN OUT UNDERBRUSH
N
II
II
II
_
I `�
OUTSIDE OF EASEMENT.
�
I
I
I N
,
,
I
I
-
I
O
_z
Y
a
M o
m r
N N
+ N
O
PROPOSED
BANKFU
LL
`o°m
. N
o
of
ry
m
.
N n
a N
m h
N
N
O
N
C
~ w
w
'' I
+
n
N
N
r
•i w
N
N
n
EXISTING
GROUND
.+
N
� \
-0.9%
-1.0%
F
a
I
^-0.9%
\
I
\
\ -0.8%
\
e
PROPOSED
GRADE
\
149+50
150+00
—9-1—.-
150+50 3J—.
150+50
151+00
151+50
152+00
I
3J
I
lO 3J -
r
•�
I I
CLEAN OUT UNDERBRUSH
N
II
II
II
_
I `�
OUTSIDE OF EASEMENT.
�
I
I
I N
,
,
I
I
-
I
O
_z
Y
a
O
149+50
150+00
—9-1—.-
150+50 3J—.
150+50
151+00
151+50
152+00
I
3J
I
lO 3J -
r
__
CLEAN OUT UNDERBRUSH
N
TO EXISTING WOODLINE
_
I `�
OUTSIDE OF EASEMENT.
Q
STA 149+00 - 152+70
I N
W
I z
IQ
0' 2' 4' 6'
735 Iveanu 1 A
0' 20' 40' 60'
7 Nnm'i
(HORROMAL) YN Z m m Z
v
+. ai
a20 u~iE
730
725
720
152+50 152+70
q� O
C15
O
o U
CIS 4�
y ^ i -I
5�
Uo
U
r, O
Typical Riffle Section m 14-4
20.0 u
5.7 r— 4-3t 4.3 -�{ 5.7
1112.1 II`
1.9
Sheet Index

m
725
720
152+70 153+00
11
1
1
153+50
154+00
154+50
---
_ ' REMOVE FENCE WITHIN
_ EASEMENT
,135_ `_-
155+00
155+50
156+00
156+50
m \goy
\yF
\ X
-------------
=e
EXISTING TIMBER BRIDGE
TO REMAIN �lS/
CR-WR.
0' 2' 4' 6'
(VERT—) V a
(Fli o
735. 0' 20' 40' 60'
_ rvnm i
(HORROMAL) �N Z m m Z
+. ai
Anis
a 20u~i9E
730
725
720
156+80
LOG -BRUSH TOE
-TREATMENT(TYP), SEE / \
.\ cFDETAILI, SHEET 5.11 _:
---- _
cF
-----------
+f. ______ --
STA: 155+34
r+s /
CANDY CREEK REACH 3 ---- c`�
STA: 253+85
END UTID 2=+1
Typical Riffle Section
20.0
5.7 r— 4-3t 4.3 -�{ 5.7
1112.1 II`
1.9
Sheet Index
+^ ^
r
m
w
m a
Z-14
ii W
G om i
.m. W.
n
a
"
IT^
W
c
m ^
nm>
,'$
is i
of N
a
vi
+ n
u �+'
v
.m+
R
c
w PROPOSED
BIANKFULL
+
W
e
11
+
m
09
-0.7%
I
0.6%
—
I
1
STA
= 153+10.99
STA =153+73.87
ELEV = 725.52
\
ELEV=725.32
EXISTING
GROUND
PROPOSED
GRADE
—�
720
152+70 153+00
11
1
1
153+50
154+00
154+50
---
_ ' REMOVE FENCE WITHIN
_ EASEMENT
,135_ `_-
155+00
155+50
156+00
156+50
m \goy
\yF
\ X
-------------
=e
EXISTING TIMBER BRIDGE
TO REMAIN �lS/
CR-WR.
0' 2' 4' 6'
(VERT—) V a
(Fli o
735. 0' 20' 40' 60'
_ rvnm i
(HORROMAL) �N Z m m Z
+. ai
Anis
a 20u~i9E
730
725
720
156+80
LOG -BRUSH TOE
-TREATMENT(TYP), SEE / \
.\ cFDETAILI, SHEET 5.11 _:
---- _
cF
-----------
+f. ______ --
STA: 155+34
r+s /
CANDY CREEK REACH 3 ---- c`�
STA: 253+85
END UTID 2=+1
Typical Riffle Section
20.0
5.7 r— 4-3t 4.3 -�{ 5.7
1112.1 II`
1.9
Sheet Index

730
725
720
715
156+80 157+00
157+50 158+00 158+50 159+00 159+50 160+00 160+50
l�
-------------
3]
J,
I o
Q
v~I
w
la-
w
I-----------
I
F
w
LD
II
w
w
H
PROPOSED
BANKFULL
G
J
Fw
.
N
^�
-0.7%
Fw
w
r
w
w
F
N
W
w
>
w
–
–
–
–
–
–
–
EXISTING
GROUND–
PROPOSED
GRADE
157+50 158+00 158+50 159+00 159+50 160+00 160+50
ZI LLJ
RECONFIGURE ' i„' ,: `�\\��i, - v��,` �-
EXISTING STONE TO 1 Z
= CONSTRUCT _–_ __ _ _ __ ____–_-
1 -HOOK VANE i i 1 1 -' _ \l -- 2
CRWR,' _
It
-- _ 157 _ _ ,--;, -�Y
b— 8 \ _ -
__ - B-Dl� CREEK`-/
— B `
– CR -BR �
- _ - -
– nil
I _
-------------
_4----------------------------
_____________________ --\
__
1 '
1
1
1
.I
` I
U10
GRADERIGHTBANK `�: ----
STA: 158+90 - 159+90
\ SILL INTO SOLID GROUND I dJ
i I
-'EXCAVATE ACCESS TO '
____–EXCAVATE
' FLOODPLAIN AT BANKFULL----------- \-------
--------------- ELEVATION (TYP)
-----------------
___–
---
------------------------------------------CE CE CE
-- — --- ------ -- ---- CE � CE — CE CE CE CE CE CE — I \
0' 2' 4' 6'
eanu 1 V a
730
0' 20' 40' 60' `� 06; N vai O o
Z.:rvnmw
(HORROMAL) �
a
v
Zyo,.
A n- q ....
a 20 u ~'i E
725
4'
4+13
C/O
720
715
161+00
Typical Riffle Section
20.0
5.7 r— 4-3t 4.3 -�{ 5.7
1112.1 II`
1.9
Sheet Index
l�
-------------
3]
J,
I o
00
I-----------
-- -------
" __- /
v.
�
ll
_ -
I .
LD
ZI LLJ
RECONFIGURE ' i„' ,: `�\\��i, - v��,` �-
EXISTING STONE TO 1 Z
= CONSTRUCT _–_ __ _ _ __ ____–_-
1 -HOOK VANE i i 1 1 -' _ \l -- 2
CRWR,' _
It
-- _ 157 _ _ ,--;, -�Y
b— 8 \ _ -
__ - B-Dl� CREEK`-/
— B `
– CR -BR �
- _ - -
– nil
I _
-------------
_4----------------------------
_____________________ --\
__
1 '
1
1
1
.I
` I
U10
GRADERIGHTBANK `�: ----
STA: 158+90 - 159+90
\ SILL INTO SOLID GROUND I dJ
i I
-'EXCAVATE ACCESS TO '
____–EXCAVATE
' FLOODPLAIN AT BANKFULL----------- \-------
--------------- ELEVATION (TYP)
-----------------
___–
---
------------------------------------------CE CE CE
-- — --- ------ -- ---- CE � CE — CE CE CE CE CE CE — I \
0' 2' 4' 6'
eanu 1 V a
730
0' 20' 40' 60' `� 06; N vai O o
Z.:rvnmw
(HORROMAL) �
a
v
Zyo,.
A n- q ....
a 20 u ~'i E
725
4'
4+13
C/O
720
715
161+00
Typical Riffle Section
20.0
5.7 r— 4-3t 4.3 -�{ 5.7
1112.1 II`
1.9
Sheet Index

I
730
715
161+00
161+50
162+00
162+50
163+00
163+50
164+00
164+50
165+00
3] � 3] � 3J 3].� 3J � 3] � 3J � 3J � 3J � 3J -� 3J \•_• • _ _
O
17 30 30
-
--
3J
- _1
LU
z� -
---
f �I
-------------------------- -
~ ----- --
�8
0' 2' 4' 6'
eanu 1 H v
730
0' 20' 40' 60' ovl N la O O
Z '. n 'L
(HORROMAL) YN Z m m Z
+. ai
Zoo
Ani°.. -
a20u~iE
725
4
720
715
165+50
------ ---------- ----
-- ___
--
— —
-------— --
---- -- ------------------
-
CE - CE - CE - CE - CE - CE - CE - CE - CE - CE - CE - CE - CE - CE - CE - CE - CE - CE - CE - CE - CE - CE - CE - CE - CE CE
Typical Riffle Section
20.0
5.7 r— 4-3t 4.3 -�{ 5.7
1112.1 II`
1.9
Sheet Index
a
v
n
w
+
a
m
a
�v
n
~
+
r
o
n
c
W
w
m
'
PROPOSED
BANKFULL
—
+
.y w
an
Wn
aw
�o
-j.7o�
N
11
+
tG 01
+ n
a
EXISTING
GROUND
\ y
PROPOSED
GRADE
161+50
162+00
162+50
163+00
163+50
164+00
164+50
165+00
3] � 3] � 3J 3].� 3J � 3] � 3J � 3J � 3J � 3J -� 3J \•_• • _ _
O
17 30 30
-
--
3J
- _1
LU
z� -
---
f �I
-------------------------- -
~ ----- --
�8
0' 2' 4' 6'
eanu 1 H v
730
0' 20' 40' 60' ovl N la O O
Z '. n 'L
(HORROMAL) YN Z m m Z
+. ai
Zoo
Ani°.. -
a20u~iE
725
4
720
715
165+50
------ ---------- ----
-- ___
--
— —
-------— --
---- -- ------------------
-
CE - CE - CE - CE - CE - CE - CE - CE - CE - CE - CE - CE - CE - CE - CE - CE - CE - CE - CE - CE - CE - CE - CE - CE - CE CE
Typical Riffle Section
20.0
5.7 r— 4-3t 4.3 -�{ 5.7
1112.1 II`
1.9
Sheet Index

725
720
710
165+50
166+00
166+50
167+00
167+50
168+00
168+50
169+00
169+50
60.00 /
UTILITY RIGHT
F �` F ___ F\ -'� OF WAY.
\ / - SUBORDINATE TO /
----- ( CONSERVATION EASEMENT
20.00 "
UTILITY RIGHT
OF WAY.
SUBORDINATE TO
CONSERVATION EASEMENT. \ -- \ _ �,,DRAINAGE
1B-!:::
MAINTENANCE IEASEMENT
\ F
UTILITY EASEMEE NT \ �
50FROM TOP OF
' / 9�i= �`E_== `•`v\`�BANK OF CREE��
PLUG AND FILL DITCH /
P
RR
16
O
s
,B
9
I
F
_
_
1
_
�_ --`
------------
- �'', � — Bim-.
-
-------------------- --- _
6
ct
i
J i
725
720
715
710
170+00
0' 2' 4' 6'
Iveanu 1
0' 20' 40' 60'
(HORIZOMAL)
Typical Riffle Section
20.0
5.7 r— 4-3t 4.3 5.7
2.1 II`
1.9
Sheet Index
V)
F{ 4
z�'N,a+100
�Z.: 6
YyUNN O
v
Z���nrw
Anis
a 20u~iE
4'
G`0
60
U
uw
-------------------- S / 2.1.18 .1.17 2.1.15 UTID
(\ \ DRAINAGE/ 2.1.16 2.1.14fb 2.1.13 _
MAINTENANCE &
UTILITY EASEMENT 9�- / __ _
` 2.1.12 2.1.11 LT12B
/ BA FROM TOP K J 2
BANK OF CREEK / 2.1.1 2.1.9 � Q M W J
_ - 2.1.8 o �1
\ \ F F 2.1.7
2.1. 2.1.5 �i ••
2.1.4
UT4 2.12 E 3 Y
UT5 2.1.3 2 a6m o ,n

725
720
715
710
170+00 170+50 170+67 171+00 171+50 172+00
/ I
37
37
37� 3,� _ _ _ - ----
X37'37'
CR -CR
,
172+50 173+00
----------------
3;
- -------
3J
173+50 174+00
-----------
--------------
---------------------------------
________
__------___—________________
m oq
oN
n
o a^ 5
_ 37
H
n
n
a
o
. a
mo c°
F
J
II
W^
II
w
N
N ^
II
# �d
6m
o6
vel
f
II
b
O
n
v¢i
w
F J
e�4 u
ti
n
n
W n
N
V
+
I�
W
H
¢ w
F--d-r
¢
w
J
II
PROPOSED
BAN
KFULL
o
n
ld
—
w
II
20
I
1
I
-0.8%
–
STA
ELEV
=170+86.22
= 717.88
I
I
1
170+70.97
STAE V
ELEV
= 717.58
STA = 170+78.26
ELEV = 717.58
_
PROPOSED
GRADE
EXISTING
GROUND
STA
= 171+41.23
ELEV -
716.84
0
710
170+00 170+50 170+67 171+00 171+50 172+00
/ I
37
37
37� 3,� _ _ _ - ----
X37'37'
CR -CR
,
172+50 173+00
----------------
3;
- -------
3J
173+50 174+00
-----------
--------------
---------------------------------
________
__------___—________________
_ 37
/
STA: 170+67 � � / 41 � J'
END CANDY CREEK REACH 3
BEGIN CANDY CREEK REACH 43,
------------
)
I
I I
`v __
L
L
174+50 175+00
0' 2' 4' 6'
eanu 1 V a
(Fli O e+
0' 20' 40' 60' `� dvl rpi vai O o
Z rvnmw
(HORROMAL)9 � Z
+. ai
v
A n q ....
a 2ouriE
Typical Riffle Section
20.0
5.7 4-3T
4.3 -�{ 5.7
2II`
1.9
Reach 3
22.0
6.3 Imo— 4.7 T 4.7 6.3
12.3
2.1
Reach 4A
Sheet Index
SAM

725
720
715
710
175+00
175+50
176+00 176+50 177+00 177+50 178+00 178+50 179+00
------------------------
- --------
_________ _______ ------------------
___ - _ -
\_ _ ___________
\ a7 _________--- `I
37------ ---------------------------
----
_-
I( REMOVE/BURY \ aJ 37 337-
31
.i
------------
CR-CR
------------
-,(:C-
_- ---
_720
CE CE `--__----
/ ` -
CE `
/__
----------_ -----------------
CE — CE —4 CE —
-______________ I
725
720
715
710
179+50
0' 2' 4' 6'
Iveanu 1
0' 20' 40' 60'
(HORIZO-)
Typical Riffle Section
22.0
6.3 4-7t 4.7 6.3
2.3 III1
2.1
Sheet Index
V)
A �
Zz�'Nla„00
�Z rvnm 6
YyUNN O
In vag
Z.o
��n^w
I-1 20 u ~'i E
u
Cdu
C
u
nN
O
N
ti
W
O M
-0.9%
lD
N
ti
+
v m
m
^
0.8/
vii
m
�
O1
r°1i
e
PROPOSED
EXISTING
e
m
w
II
-1.0%
¢
BAN
GROUND
KFULL
¢
4
r
\
u
-0.6%
I
I
I
STA =175+93.26
ELEV
= 715.12
STA =176+15.33
ELEV
= 715.12
I
STA =177+08.79
ELEV= 714.56
GRADE
STA =178+07.48
ELEV = 714.57
STA =
ELEV=
178+28.56
714.57
PROPOSED
STA = 179+00.07
ELEV = 713.57
/
1
�
\
710
175+00
175+50
176+00 176+50 177+00 177+50 178+00 178+50 179+00
------------------------
- --------
_________ _______ ------------------
___ - _ -
\_ _ ___________
\ a7 _________--- `I
37------ ---------------------------
----
_-
I( REMOVE/BURY \ aJ 37 337-
31
.i
------------
CR-CR
------------
-,(:C-
_- ---
_720
CE CE `--__----
/ ` -
CE `
/__
----------_ -----------------
CE — CE —4 CE —
-______________ I
725
720
715
710
179+50
0' 2' 4' 6'
Iveanu 1
0' 20' 40' 60'
(HORIZO-)
Typical Riffle Section
22.0
6.3 4-7t 4.7 6.3
2.3 III1
2.1
Sheet Index
V)
A �
Zz�'Nla„00
�Z rvnm 6
YyUNN O
In vag
Z.o
��n^w
I-1 20 u ~'i E
u
Cdu
C
u
nN

725
720
710
708
179+50
180+50
37� 3J�
181+00 181+50 182+00
- 37
-------------- 3T_�
\ ._----____
--__
CE
�E---___—__-_-__--__.720--___-_
---------
182+50
183+00
725
0' 2' 4' 6'
—T -
0,
T 0' 20' 40' 60'
7'�+NnmLL
(HORROMAL) 9 Z
+. ai
v
2��og�
A o�
720
715
710
708
184+00
0 -40
C15 C15
C
O
o U
5� r )
Fti
� O
U U
Typical Riffle Section m 14-4
r,U
22.0 u
6.3 4.7�}� 4.7 -�{ 6.3
12.3 III,
2.1
Sheet Index
o ^
rn
m
n u
PROPOSED
BANKFULL
c a
ro
a
m
+
m
m
^
m
v
F w
F
n
w
J
m
o?
.
w
^
w—
r
N
I
I
I
-1.3%
1
PROPOSED
GRADE—
I
EXISTING
GROUND
�—
—
—
180+50
37� 3J�
181+00 181+50 182+00
- 37
-------------- 3T_�
\ ._----____
--__
CE
�E---___—__-_-__--__.720--___-_
---------
182+50
183+00
725
0' 2' 4' 6'
—T -
0,
T 0' 20' 40' 60'
7'�+NnmLL
(HORROMAL) 9 Z
+. ai
v
2��og�
A o�
720
715
710
708
184+00
0 -40
C15 C15
C
O
o U
5� r )
Fti
� O
U U
Typical Riffle Section m 14-4
r,U
22.0 u
6.3 4.7�}� 4.7 -�{ 6.3
12.3 III,
2.1
Sheet Index

720
715
710
705
184+00
184+50
185+00 185+50 186+00 186+50 187+00
— 3
}7 ----------
187+50
188+00
0'
� v
4' 6'
ro
(VERT—)
0'
20'
(HORIZOMAL)
40' 60'
m
+
m
In
m
f r
^
II
m
ry
o
o
BANKFUU_
+
O
PROPOSED
Q
W
II
w
n
r
Y+1
n
m
n
T
m
m
F J
II
II
M
II
II
w
m
n
m
n +
^^
u
I
1w
6
4 M
w¢
o
w
w
¢
¢
-1.4%
-1:3%
^
-
l
�
-0.7%
I
�
—
_
PROPOSED
GRADE
`
l
STA =184+43.37
ELEV = 711.21
STA =
ELEV
185+94.25
= 710.96
STA =186+05.70
ELEV = 710.96
—
—--�—
—
_
= 7 710.10.75
8.68
EXISTING
GROUND
STA = 186+48.51_j
STA
ELEV
ELEV = 710.75
705
184+00
184+50
185+00 185+50 186+00 186+50 187+00
— 3
}7 ----------
187+50
188+00
0'
2'
4' 6'
720
(VERT—)
0'
20'
(HORIZOMAL)
40' 60'
715
710
705
188+50
------------- --
-, I
CONSTRUCT STABLE ----------------------- __________--- ,
1 \ 1 OUTLET FOR __`-_______ _-__-- _—__— - , . , =
EPHEMERAL ` _______-_________- , __________ „ _-------------------------------
_`---____ ____ _ _ __
DRAINAGE ` _ —
--_-------------------
---------
_ _-_ -_ _ -----
/
-
-
/ -_____715 /--------------------
----------
__________- /�\
,
-
I
r�
710--
v`
1
i
CR -CH
P:
�_\\ L 188+
,_•' �\` "� A \` \ \\ i-„710
+
110
1S / J \ , --------
---------
-______--___, ,_____
REMOVE EXISTING
BERM/DAM BELOW
714 CONTOUR ON --Z;
ARTIFICIAL POND. � IJ
� �
I DO NOT DISTURB
WETLAND
,cro
I
CE
_
GE _ Cr
GE
,
,
CE
_
,
CE
------------------
-----------
CE ____-_
_l
--------------- ----------------
--------------
__-
__'----_--_____�E /720__________________ ____. 7__ __________-
`
GE ; ' \ —__
Typical Riffle Section
22.0
6.3 [— 4.7 T
4.7 -�{ 6.3
2.3 III,
2.1
Sheet Index
V)
�YyUNN O
2-�
*y H
v
Ani�rrw
°.. -
a2our2 E

720
715
710
705
188+50
189+00
189+50
192+00 192+50
-'
- HARVEST"___
------ ''
COBBLE/BOULDERS
FROM FIELD (TYPE
�
.TO PROPOSED CHANNEL FO R- '
00
/
00
`--
----------
_-- ---
-;
-
i
,-
,
W
I1
i
z
\
�
189+p0
-
=I__,`;
z:
- — -----
y
--------------------------
______
----=-
--------------
,7]5------,
-
---
----------
CE
- __
—
_
____
o1Oo
II
n
W
PROPOSED
BANKFULL
ro
� �
n
m
~
r
o
^
O O
W
H J
N^
O O
u W
H J
m
1
I
I
o
-1.1%
++
~
6
+ o
~
m
m
m
o
IT m
m o
II
Q w
ry
m
o
II II
Q w
— _
m
m
m
H
UD
0
°°
10
O O
H
F
w
1
I
I
q
+
N
o
+^
I
I
I
n
,O
m
~
v
ry
n
II
-0.8%-
II
ry
r
PROPOSED
1.2%
GRADE
—
EXISTING
GROUND
'
705
188+50
189+00
189+50
190+00 190+50 191+00
-
b 3� _
3J —
30 —
1 30 —
1 33 —
1 --------------------
----------------
-------------_
__ _________________________
\________________
__________
-7u --
x1--�- \ ---
192+00 192+50
-'
- HARVEST"___
------ ''
COBBLE/BOULDERS
FROM FIELD (TYPE
�
.TO PROPOSED CHANNEL FO R- '
00
/
00
`--
----------
_-- ---
-;
-
i
190+00 190+50 191+00
-
b 3� _
3J —
30 —
1 30 —
1 33 —
1 --------------------
----------------
-------------_
__ _________________________
\________________
__________
-7u --
x1--�- \ ---
191+50
192+00 192+50
'
CONSTRUCT STABLE OUTLET
�
.TO PROPOSED CHANNEL FO R- '
00
/
CR_RR
--------
-;
<
,-
,
W
I1
i
z
\
�
189+p0
-
=I__,`;
z:
- — -----
y
--------------------------
______
----=-
--------------
,7]5------,
-
---
----------
CE
- __
—
_
____
191+50
192+00 192+50
'
CONSTRUCT STABLE OUTLET
.TO PROPOSED CHANNEL FO R- '
EP HEMERAL DRAINAGE
/
Ah,
0' 2' 4' 6'
720
eanu 1 H v
0
0' 20' 40' 60' `� dvl roi vai O o
7'�+N nmLL
(HORROMAL)
2YN ZIt - m m Z
a
v
og�
An9 is
aZi
E
715
710
705
193+00
C15
��(u .5
V�-JI O
o U
i -I
5 )
F-1
U U
Typical Riffle Section m
14-4
U
22.0 u
6.3 4.7�}� 4.7 -�{ 6.3
12.3 III,
2.1
Sheet Index
0����ti'
W `rL P4
o NN

715
710
705
0
tai
No
4
�§
ai
r
N
t+vl O
m
+
N
� N
N ^ 01
+ +
W
op
O
+
m
n
N
00
PROPOSED
BANKFULL.
o
m
m
��
s
N
¢w
r
+
6
+ o w
^
N N
I
-0.9%
/
_\
—
I
\
STA = 193+76.52
STA
= 194+20.00
PROPOSED
GRADE
ELEV= 706.72
ELEV=
706.92
STA = 195+21.35
ELEV = 705.95
EXISTING
GROUND
STA =196+82.41
ELEV = 704.20
700
193+00
193+50 194+00 194+50 195+00 195+50 196+00 196+50 197+00
0' 2' 4' 6'
716
IVERTICAI) A
O '+
0' 20' 40' 60' o
Z rvnm2
(HORROMAL) 9
+. ai
A n q ....
a20u~iE
710
705
700
197+50
C15
C
O
o U
bA )
x �
U U
Typical Riffle Section m 14-4
U '�
22.0 u
T-
2.3 III,
2.1
Sheet Index
0
Cq
I
U
U
Wxa
N
4
�§
N

715
710
705
700
197+50
198+00
198+50
199+00
199+50
200+00
200+50
201+00 STA=201+35.75, 201+50
ELEV = 700.13
Jf
- 3J� 3J 37 3] 3J 3] �'/ 3J� 37- 3]� 3J� 37� 3]_
-__ -_ Sj. 07 3J
`-'1p
/ i` --- -
/---------
------ ---- -
XI
"I
- :=
�J CR -CH
19900 •x/-705-�
/ r -
_
--
/ - '
= =
`--710 ----------------------------------
--�
CE CE
CE CE CE CE
/ : CE
CE CE
CE
SCE
715 0. 2' 4' 6'
eanu 1 V a
(Fli o
0' 20' 40' 60' `� dvl not vai O o
7' NnmLL
(HORROMAL)9 � YN Z m m Z
+. ai
z�o8v
Anis
a louriE
710
4'
0 O� Gp�
705 �O
700
202+00
CE
Typical Riffle Section
22.0
12.3 III,
2.1
Sheet Index
O
w
6
W
m
II
r
n _
+
m
N
o
O
T
r
n
Qn
m
o
IRM
M
+^
w
N
t0
+
m
vi
w
u
°
u
II
o
a
N
m
a
o
J
of
m o
F
w v
o
,6
o^
o
PROPOSED
BANKEULL
on
~
m
m
m
m
m
+
.i
�_ II
w
11 II
II
N
D
N
Q
n
O
N
t
00
O
w
N
N
+
on
N
yi
N
w
o
3.793
II
¢
w
~Ed
�
I
�
'2.2%
—
—
—
STA =397+95.86
ELEV= 703.45
EXISTING
GROUND
PROPOSED
GRAD
E
STA = 200+00.58
—
.5%—
ELEV = 702.60
STA = 200+77.40
ELEV = 701.16
700
197+50
198+00
198+50
199+00
199+50
200+00
200+50
201+00 STA=201+35.75, 201+50
ELEV = 700.13
Jf
- 3J� 3J 37 3] 3J 3] �'/ 3J� 37- 3]� 3J� 37� 3]_
-__ -_ Sj. 07 3J
`-'1p
/ i` --- -
/---------
------ ---- -
XI
"I
- :=
�J CR -CH
19900 •x/-705-�
/ r -
_
--
/ - '
= =
`--710 ----------------------------------
--�
CE CE
CE CE CE CE
/ : CE
CE CE
CE
SCE
715 0. 2' 4' 6'
eanu 1 V a
(Fli o
0' 20' 40' 60' `� dvl not vai O o
7' NnmLL
(HORROMAL)9 � YN Z m m Z
+. ai
z�o8v
Anis
a louriE
710
4'
0 O� Gp�
705 �O
700
202+00
CE
Typical Riffle Section
22.0
12.3 III,
2.1
Sheet Index

710
705
700
695
ELEV - 6
202+00 202+50 203+00 203+50 204+00 204+50 205+00 205+50
��
33
3] _
\. SOS ------------
3,
dJ
_
3J ��
/ 3
-----------------
_
1 710 ___ -_ --
3
-""'oy
----------------
CR WR - - CR -CH
206+00
\
\
I tio6
710 0' 2' 4' 6'
eanu 1 V a
(Fli o
0' 20' 40' 60'
7' .-'L
(HORROMAL) YN Z m m Z
+. ai
v
2��og�
-
I-�2o�r�i E
705
,'X
O
700 GOA
06+29.24
696.36
695
206+50
------STA: 204+70
START REACH 4B !�
PRIORITY 2 SECTION
----------------
CE CE
CE CE
CE CE
' _____ _- - _ CE - CE CE
I CE
CE
______ _
i
i
CE
CE
- _ _ ____ - _ E _ - _____
Typical Riffle Section
22.0
6.3 � 4.7 �}� 4.7 -�{ 6.3
12.3 III,
2.1
Sheet Index
SAM
N
N
`o°
n
+
o
c
e
�6 m
p
+
a>
ro
+
a
F
v
m
w
+CC
vii
w
n
W
n
N
li
m
a
Q
PROPOSED
BANKFULL
c
Ili
m
r
o
+
_
o
w
�
n >
_
\
'2.4
,
PROPOSED
GRADE
STA =202+92.94
ELEV = 698.65
EXISTING
GROUND
1
I
STA = 203+69.90
STA = 204+68.85
ELEV = 697.83
ELEV- 697.08
STA = 2
STA = 205+57.02
ELEV= 695.96
STA=206+01.18
ELEV =
695
ELEV - 6
202+00 202+50 203+00 203+50 204+00 204+50 205+00 205+50
��
33
3] _
\. SOS ------------
3,
dJ
_
3J ��
/ 3
-----------------
_
1 710 ___ -_ --
3
-""'oy
----------------
CR WR - - CR -CH
206+00
\
\
I tio6
710 0' 2' 4' 6'
eanu 1 V a
(Fli o
0' 20' 40' 60'
7' .-'L
(HORROMAL) YN Z m m Z
+. ai
v
2��og�
-
I-�2o�r�i E
705
,'X
O
700 GOA
06+29.24
696.36
695
206+50
------STA: 204+70
START REACH 4B !�
PRIORITY 2 SECTION
----------------
CE CE
CE CE
CE CE
' _____ _- - _ CE - CE CE
I CE
CE
______ _
i
i
CE
CE
- _ _ ____ - _ E _ - _____
Typical Riffle Section
22.0
6.3 � 4.7 �}� 4.7 -�{ 6.3
12.3 III,
2.1
Sheet Index
SAM
N
N

760
755
750
745
742
201+90 202+00
202+50
- 3J
203+00
---------------------
203+50
'------- ----------- -----\------
- --------------
1
----------------
o __-
---------------
N-
_ --- ---------
----------
-CR-CR
---- -CR-CR
-- - `---- 5-
-- -----------------
1
760
755
750
Y.
745
69.00
.18
742
204+00
-
.CR-BRT
0' 2.5'
5'
7.5'
(VERTICAL)
0' 10'
20'
30'
(HORIZONTAL)
EXISTING GROUND
o
-
r
Lroi
+
� o+
m
o N
'2 N
Lroi
o
qn
in w
H
¢ w
n r
II w
n
N n
V
ro
M
oi
O N
Ln o A.
v~i w`
N
n
ry
n
ry IT
L,w
¢ w II
Lollo
Lon
v
+
o
Lc o
a + a o N
PROPOSED 6ANKFULL �\ -- J N
n + n + ^
In
o
^ +
mo n
-3.7% _
\
PROPOSEDGRADE
-4.2%
-
\-
-3.0%
_
STA = 202+48.50 STA = 202+53.50
ELEV = 749.02
ELEV = 749.02
o m o m
STA = 202+77.50
\
STA = 203+02.00
o c o 0
o
o
ELEV = 748.07
\
ELEV = 747.38
'3
^-o
m Lon m
STA = 202+82.50
\
STA = 202+99.00 STA = 203+28.00
STA = 203+33.00
STA = 203+54.00
>- >
F w F w
N n
> Lo`+ >
ELEV 748.07
STA = 202+86.00
\
STA
\
ELEV= 747.38 ELEV= 746.68
= 202+91.00
ELEV= 746.68
STA = 203+49.00
ELEV= 746.30
STA = 203+75.50
/ \
E w -F w
ELEV = 747.77
ELEV
= 747.77
- _
ELEV = 746.30
\
ELEV = 745.38
STA = 203+80.50 /
STA = 203-
\ ELEV= 74,
_
-
_
/ - ELEV = 745.38 /
STA = 203+84,00
--
-ELEV7411.
202+50
- 3J
203+00
---------------------
203+50
'------- ----------- -----\------
- --------------
1
----------------
o __-
---------------
N-
_ --- ---------
----------
-CR-CR
---- -CR-CR
-- - `---- 5-
-- -----------------
1
760
755
750
Y.
745
69.00
.18
742
204+00
-
.CR-BRT
0' 2.5'
5'
7.5'
(VERTICAL)
0' 10'
20'
30'
(HORIZONTAL)
Typical Riffle Section
5.8
1.25 r- 1.65 T 1.65 1.25
0.5
0.4
Sheet Index
[i}
A �
'���'NLaiIOO
Z rvnm
d,' 6YyUNN O
bzmmZ
v
Z��onrw
aZi
a E
G`0
60
SAM
U)
N
N
N

755
750
745
STA = 204+1,
ELEV = 74
740
735
204+00
------------------------------------
-- -_
204+50
205+00
205+50
206+00
X50.\
J
-,---------------
-------------------------
-16
---- T45 \ J
_
--------------------
-------------------
i
W \ �\ '
CRC_
;205+00
CR -BR C_R-CR
CR-BR'Ile
�%
755
750
745
740
STA = 206+09.00
ELEV = 739.98
735
206+10
i_.745____""__________________________
-----------------------------------------
------------
----------------------- ---- -------- a ------------- -----------------------
0' 2.5' 5' 7.5'
(VERTICAL)
0' 10' 20' 30'
(HORIZONTAL)
Typical Riffle Section
5.8
1.25 F_ 1.65 1 t 1.65 1.25
01_00.4
Sheet Index
V)
A �
�C7�NNOO
;w --Nn r' 6
�nzIl O
Sz,"'.,mz
,� ai <
v
a louriE
C
O
SCIS
5�
Fti
a-+
U U
U 4 14-4
u
Lon
o
.a
O�
w w
n
e a
e a
x+
n n
a ro a ^a
na
o
o
'++
v voi
o
� J � ¢ w
¢ �.�,
a
,�„ n
n
W u W � I
a
II
a
o
oN n
W II
N
ory n +
II II N n -Q
N
n W O
N
O IOit
a
r
J
a w I
a^
n
W
a o
n
+ n
N
_
PROPOSED BANKFULL
d.0%
-3.6%
-3.0%
\
-4.0%
-
/ \
_
-3.0%
3.00-,"/ STA = 204+15.00 STA = 204+39.00 \
/
4.61
ELEV = 744.61
ELEV = 744.14
/
STA = 204+34.00
STA = 204+57.00
/
_
/
ELEV = 744.14
ELEV = 743.70 \
/
-3.7%
PROPOSEDBAN KF1 L1II
-STA=204+60.00
/
\ /
STA=205+14.00
ELEV = 743.70
`
/
/
/ ELEV = 742.93
STA = 204+63.50
STA = 204+80.00
\
STA = 205+09.00
STA = 205+64.50
STA = 205+67.50
ELEV = 743.70
ELEV = 743.41
\
_ /ELEV = 742.93
ELEV = 741.46_\,
ELEV = 741.46
STA = 204+68.50
STA = 204+85.00
STA = 205+38.00
STA = 205+89.00
ELEV = 743.70
ELEV = 743.41
ELEV = 742.11
ELEV = 740.71
STA 204+96.50_j
EXISTING
GROUND STA =205+41.00
5TA=205+84.00 STA = 206+04.00_j
ELEV = 743.17
ELEV = 742.11ELEV
= 740.71
ELEV = 739.98
STA = 204+99.50J
STA = 205+44.50
ELEV = 743.17
ELEV = 742.11
STA = 205+49.50
ELEV = 742.11
735
204+00
------------------------------------
-- -_
204+50
205+00
205+50
206+00
X50.\
J
-,---------------
-------------------------
-16
---- T45 \ J
_
--------------------
-------------------
i
W \ �\ '
CRC_
;205+00
CR -BR C_R-CR
CR-BR'Ile
�%
755
750
745
740
STA = 206+09.00
ELEV = 739.98
735
206+10
i_.745____""__________________________
-----------------------------------------
------------
----------------------- ---- -------- a ------------- -----------------------
0' 2.5' 5' 7.5'
(VERTICAL)
0' 10' 20' 30'
(HORIZONTAL)
Typical Riffle Section
5.8
1.25 F_ 1.65 1 t 1.65 1.25
01_00.4
Sheet Index
V)
A �
�C7�NNOO
;w --Nn r' 6
�nzIl O
Sz,"'.,mz
,� ai <
v
a louriE
C
O
SCIS
5�
Fti
a-+
U U
U 4 14-4
u

750
745
740
STA
EL
735
730
206+10
206+50
750
745
740
735
207+35.00
736.46
'+30.00
16.46
730
207+00 207+40
-----------------------------
-------------------
----
_ _ UTZC
----- - -------207+00�-
CR -BR
"` CR'
_- _ ___]_ --
-_7
45_____-
\----------------------------- I
1 \
STA: 207+37 \
END UTZC RESTORATION \ \ l
BEGIN UTZC PRESERVATION
0' 2.5'
5'
7.5'
(VERTICAL)
0' 10'
20'
30'
(HORIZONTAL)
ry o
o
/r N
EXISTING GROUND
+
m ro
ry n
la
+
nN
n N n
a c
`d o
owo
0
o
N
w
F
`v u
Q o+
m m
+ m
$ o
m-'^
o m
+ m
n
+ n N^
PROPOSED BANKFULL
-5.0%
_
3.0%
206+20.50
STA = 206+25.50
\
i
V = 739.58
ELEV = 739.58
STA
ELEV=738.76
PROPOSED BANKFULL
STA = 206+54.50
STA = 206+83.50
ELEV = 738.76
ELEV,= 737.94
STA = 206+78.50
STA = 207+04.00
STA = 207+23.50
ELEV = 737.94
ELEV = 737.07
ELEV = 736.46
STA = 207+09.00
STA = 207+26.50STA
=
ELEV = 737.07
ELEV = 736.46
ELEV
STA = 20
ELEV = 7
206+50
750
745
740
735
207+35.00
736.46
'+30.00
16.46
730
207+00 207+40
-----------------------------
-------------------
----
_ _ UTZC
----- - -------207+00�-
CR -BR
"` CR'
_- _ ___]_ --
-_7
45_____-
\----------------------------- I
1 \
STA: 207+37 \
END UTZC RESTORATION \ \ l
BEGIN UTZC PRESERVATION
0' 2.5'
5'
7.5'
(VERTICAL)
0' 10'
20'
30'
(HORIZONTAL)
Typical Riffle Section
5.8
1.25 F_ 1.65 1 t 1.65 1.25
01_00.4
Sheet Index
V)
�7 Nnm 6
YyUNN O
bzmmZ
v
Ln fag u,
2��o^w
Anis
a 20 u~iE
G`0
�O

N O O m
^C ^ ±
C C ± V
^N ^ `4 < t4
+
w Q w Q w N II
J
745
Em
735
250+00
250+50
251+00
0' 2.5' 5' 7.5' [f}
F{
(VERTICAL) �
Zd"ryLail00
Z rvnm
0' 10' 20' 30' w
1RoarzorvTnuIt
745 Zcogc
A9 o2
a
Z. uriE
740
735
251+50 251+90
'NOTE: STEP POOL SECTIONS WILL VARY IN SIZE. COORDINATE WITH ENGINEER IN FIELD.
rr�y
C
O
o U
bA 0
x �
14-4
U U
o
Typical Riffle Section U
3.7 u
0.57 r— 1.25 t 1.25 0.57
1110.3
0.2
Sheet Index
zz
0
�•:
9
4
w x
Q
a
W
@
za
Q
PROPOSED BANKFULL m
~ EXISTING GROUND
w
3
"
PROPOSED GRAD
STA = 250 74.09J STA = 251+09.10 STA = 251+39.85
ELEV = 741.18 ELEV = 741.03 ELEV = 740.83
_
STA= 6 =50+ 76.09 STA = 251+10.89 STA = 251+47.89
ELEV = 741.40 ELEV = 741.29 ELEV = 741.18 ELEV = 741.03 ELEV = 740.83
STA = 250+61.73
ELEV = 741.29
735
250+00
250+50
251+00
0' 2.5' 5' 7.5' [f}
F{
(VERTICAL) �
Zd"ryLail00
Z rvnm
0' 10' 20' 30' w
1RoarzorvTnuIt
745 Zcogc
A9 o2
a
Z. uriE
740
735
251+50 251+90
'NOTE: STEP POOL SECTIONS WILL VARY IN SIZE. COORDINATE WITH ENGINEER IN FIELD.
rr�y
C
O
o U
bA 0
x �
14-4
U U
o
Typical Riffle Section U
3.7 u
0.57 r— 1.25 t 1.25 0.57
1110.3
0.2
Sheet Index
zz
0
�•:
9
4
w x
Q
a
W
E
w
3
"

780
775
770
765
300+00
300+50
301+00
301+50
302+00
302+50
303+00
303+50 ELEV: 765.92) 304+00
780
775
770
765
304+30
_ 33 31 — 33 /
' -� 37 \--_3J 3J -- 3J -- 3J 3J 3J —_ 3J 3] — 3J �% �' 3J 3J — —
____ 3s. _-------
--------------- _________ ____
3J 3J �'3J -- - _ _ _______,
___________ __ ' _
m----------------------------------
--------
/ --- - - _ ---- 9h //-_ _ -_
--- =
THALWEG /
,
,
304+00
_
03,00
STA: 300+00 B=� t,�`
BEGIN UT2 REACH 1A �� �' a ` " -� aL�.B_ g—B� j
ENHANCEMENTICR
/r, -e` / ^ •` _'t! _ _ - /'g�B v gyp\\ J \
.ac
`^4. LIM ITS OFGRADING
g�
,
\ REMOVE EXISTING FENCE eCR-CR-
m ,_ /r
----------------
WITHIN EASEMENT
C
'INSTALL L SILL
•GRADE (TVP)/ \ '
C_ /_ E - _____
�` CE
C - \
EE
EE
Cp ' / EE /
/
0' 2' 4' 6'
Iveanu 1
1' 20' 40' 60'
(HORIZOMAL)
Typical Riffle Section
5' \
')15.
~
MIN 1.5 / MIN
Reach 1A Enhancement
Sheet Index
V)
Z
ZZrvn-mLL
.:
�YyUNN O
SzmmZ
^yvgv
2��prrw
Anis
a 20 u12 E
rr�y
O
o U
S/�
r o
Fti frJ-1
U°
U
°
M 14.4
U
u
nN
0
U
z
Cn
N
+
Mr
or
wm
N�
W
aw
mn
J
H
�
z
O
R
p
O
ui
N
-
-
U'
`
#
mr
p
+
m
Or
�
+ �
¢w
\
STA:300+76
LL
LL
ELEV:
773.13
_
^
+
p
N
�
r
O
r
¢F
J
¢
wo
n
GROUND
p
O
:
302+36
769.00
PROPOSED
GRADE
— —
— —�
w
J
JELEVEXISTING
~
cra xnx,.Rx
300+50
301+00
301+50
302+00
302+50
303+00
303+50 ELEV: 765.92) 304+00
780
775
770
765
304+30
_ 33 31 — 33 /
' -� 37 \--_3J 3J -- 3J -- 3J 3J 3J —_ 3J 3] — 3J �% �' 3J 3J — —
____ 3s. _-------
--------------- _________ ____
3J 3J �'3J -- - _ _ _______,
___________ __ ' _
m----------------------------------
--------
/ --- - - _ ---- 9h //-_ _ -_
--- =
THALWEG /
,
,
304+00
_
03,00
STA: 300+00 B=� t,�`
BEGIN UT2 REACH 1A �� �' a ` " -� aL�.B_ g—B� j
ENHANCEMENTICR
/r, -e` / ^ •` _'t! _ _ - /'g�B v gyp\\ J \
.ac
`^4. LIM ITS OFGRADING
g�
,
\ REMOVE EXISTING FENCE eCR-CR-
m ,_ /r
----------------
WITHIN EASEMENT
C
'INSTALL L SILL
•GRADE (TVP)/ \ '
C_ /_ E - _____
�` CE
C - \
EE
EE
Cp ' / EE /
/
0' 2' 4' 6'
Iveanu 1
1' 20' 40' 60'
(HORIZOMAL)
Typical Riffle Section
5' \
')15.
~
MIN 1.5 / MIN
Reach 1A Enhancement
Sheet Index
V)
Z
ZZrvn-mLL
.:
�YyUNN O
SzmmZ
^yvgv
2��prrw
Anis
a 20 u12 E
rr�y
O
o U
S/�
r o
Fti frJ-1
U°
U
°
M 14.4
U
u
nN
0
U
z
Cn
N

770
765
760
755
752
304+30 304+50
305+00
305+50
OI
'O
M aJ
30 _ ---
--; -
=� ;
�- --- -- - -- -- - -- ------
-----
J� mn
1---------------------- --
_
-_-_------- m ')
STA: 304+45 / m
' END UT2 REACH 1A ENHANCEMENT 1,,//
BEGIN UT2 REACH 1A RESTORATION /
i CR. L
CR -CR
306+00
306+50
307+00
--------------------
---
3, ---------------
--
16' WIDE --- --'
F CROSSING
307+50
i
CR -CCR � UT2
�
0' 2' 4' 6'
770 Iveanu 1 a
o .+
0' 20' 40' 60'
7' .-LL
(HORROMAL) YN Z m M Z
+. ai
v
A2�o n q ....
a zoi E
765
760
755
752
308+00 308+50
-W y CR -W
CR
-1'
STA:306+48�
-- END UT2 REACH 1A RESTORATION '
1 % BEGIN UT2 REACH 1B `Iv '\ , `W
STA:276+91
m CONFLUENCE
j OE
z�
n
C15
O
o U
+4 4
Typical Riffle Section cs ;
4.9 5
+I F-1
1.2 1.25 1 1.25 1.2
I�
0.5 O
0.4 U U
Reach lA
O
6.4T 1.7 � 1.5 �•J
Reach 113
Sheet Index
O
p
q m o
a
n
M^-� ID+
n a
o
EXISTING GROUND
N J
m
Q W II
II II
+ o + m
a0,1 n b +^
0 0 O
p0
W
H J -Q JQ W
II -M r -O
a-� N
O
w- II u
m
m^ -N
u
Ic
n
+
.-m.
ry
o
N o
J¢ w
N F J
w Q w
m
II >
I^
tlpvlf
n +
II
r
+
y
u7
m
u7 O
O
O
m
N
N
^!-o
0 o
n--c°+-o
o
T II
`^
II m
m
n o
n
m
p
-1.8
-0.9%
\
\
w
N
w
J
II W
¢ J
¢
II
w
J F
w-^-+
J F
J Q
w
u o
n
F
J II
w
w m
n
w
PROPOSED
BANKFULL
-1.0%
/ i
\
�
�
J Q
J
_2.1%
-N
\
3,3%
STA
= 304+62.00
STA = 304+90.00
-1.3%
_
ELEV
= 764.80
ELEV = 764.20
.1,8%
o
u-+
ro o
m
STA =305+02.00
\.4%
ELEV - 764.00
w
J-
II
II
STA = 305+78.00
STA = 306+06.00
STA = 306+35.00
-3 6yo
,
ELEV= 762.50
ELEV= 762.00
ELEV= 761.20
`
STA = 305+59.00
STA
306+62.00
ELEV= 763.00
ELEV
= 760.80
PROPOSED
GRADE
STA = 306+84.00
ELEV= 760.90
STA = 307+04.50J
I
\`�
ELEV= 761.40
-q•3&
STA = 307+15.00
ELEV = 761.00
STA
= 307+95.50
ELEV = 758.20
STA = 308+06.00
ELEV = 757.35
305+00
305+50
OI
'O
M aJ
30 _ ---
--; -
=� ;
�- --- -- - -- -- - -- ------
-----
J� mn
1---------------------- --
_
-_-_------- m ')
STA: 304+45 / m
' END UT2 REACH 1A ENHANCEMENT 1,,//
BEGIN UT2 REACH 1A RESTORATION /
i CR. L
CR -CR
306+00
306+50
307+00
--------------------
---
3, ---------------
--
16' WIDE --- --'
F CROSSING
307+50
i
CR -CCR � UT2
�
0' 2' 4' 6'
770 Iveanu 1 a
o .+
0' 20' 40' 60'
7' .-LL
(HORROMAL) YN Z m M Z
+. ai
v
A2�o n q ....
a zoi E
765
760
755
752
308+00 308+50
-W y CR -W
CR
-1'
STA:306+48�
-- END UT2 REACH 1A RESTORATION '
1 % BEGIN UT2 REACH 1B `Iv '\ , `W
STA:276+91
m CONFLUENCE
j OE
z�
n
C15
O
o U
+4 4
Typical Riffle Section cs ;
4.9 5
+I F-1
1.2 1.25 1 1.25 1.2
I�
0.5 O
0.4 U U
Reach lA
O
6.4T 1.7 � 1.5 �•J
Reach 113
Sheet Index

755
750
745
740
737
308+30 308+50 309+00
-----------------------------
--------------------
_--
---------------- --
-------------------------
- ---
------------------ -
-- -----------------------------------
------ -----
-31 v__ -
____________________3J_ 37-�`_----'�"'- ----- 3J_ _
----------------- ---
_
------_.-
___-
.--�-�---------------760---------------_
-----------
----------�*—
L!J ;
Q
309+50
310+50 311+00
311+50
UMITSOF GRADIN(
STA: 354+33
END URA'" "
STA:312+08-/"
! REACH 1B RESTORATION "
;EACH 2 ENHANCEMENT I ` g
i
----------- -'
CE_�� ------
CE
CE CE 6E-:7�- CE CF / CE CE .tet Cc C vCE
-------755--, -�-
CE
7 \`v
------------
312+00 312+50
------------
t771 _ -
may' I j�REMOEXISTING FENCE ---- I --------
VE= -
" - WITHIN EASEMENT _ _..
-SI - 1 ,�, B X B __X y�� 8 - B-
-------------
makx---�-- —
G o
- -4
A' Im
m �-
W
ITj
m =
75
I,
m �
0' 2' 4' 6'
Iveanu 1
0' 20' 40' 60'
(HORIZOMAL)
755
750
745
740
737
313+00
Typical Section
6.4
1.5 1�7 T- 1.7 1.5
0.6
Reach IB
Sheet Index
C/O
STA = 308+67.00
/
\
ELEV = 756.00
/
\
.4
STA
= 308+79.00
''%
ELEV
= 755.50
N
O h
/
00
\
EXISTING
GROUND
0
STA = 308+73.0038yo
ELEV = 754.50
PROPOSED
BANKFULL
o
�
n
w
;t
I
0
0
0
GRADE
a
r
PROPOSED
">'
\
11-
`
�
o N
\
n a
r
+ v
m�
0
o
Mn
ro
o
n
vrw
\
\
\
V1
o
z
m
o
_
1
I /
309+50
310+50 311+00
311+50
UMITSOF GRADIN(
STA: 354+33
END URA'" "
STA:312+08-/"
! REACH 1B RESTORATION "
;EACH 2 ENHANCEMENT I ` g
i
----------- -'
CE_�� ------
CE
CE CE 6E-:7�- CE CF / CE CE .tet Cc C vCE
-------755--, -�-
CE
7 \`v
------------
312+00 312+50
------------
t771 _ -
may' I j�REMOEXISTING FENCE ---- I --------
VE= -
" - WITHIN EASEMENT _ _..
-SI - 1 ,�, B X B __X y�� 8 - B-
-------------
makx---�-- —
G o
- -4
A' Im
m �-
W
ITj
m =
75
I,
m �
0' 2' 4' 6'
Iveanu 1
0' 20' 40' 60'
(HORIZOMAL)
755
750
745
740
737
313+00
Typical Section
6.4
1.5 1�7 T- 1.7 1.5
0.6
Reach IB
Sheet Index
C/O

745
740
735
730
313+00
313+50
750
314+00
314+50
--------------------
---------
- --------
3a -
3J �� 3J ---�' _ 3J
;_
_
i
'745
------ -------
B— B _� -_ _- _ i'
315+00
p --------- LIMITS OF GRA
tl3*OD/--
DING'
B —fir s=X_ - ----
0'
2'
Iv[anCALI
4' 6'
0'
20'
(HORIZO
rnf
to
U I - --------------
u
Z
m^
vii w
o
EXISTING
GROUND
ti,6
�6
LQ
F�
m^
+
��
cq
nm
nM
;^
no
o
of
o
mw
m
w
Id
J
-
PROPOSED
GRADE
�
~
o
o
z
OJ
(D-
LLO
OJ
x
_-
-
/
/
l
313+50
750
314+00
314+50
--------------------
---------
- --------
3a -
3J �� 3J ---�' _ 3J
;_
_
i
'745
------ -------
B— B _� -_ _- _ i'
315+00
p --------- LIMITS OF GRA
tl3*OD/--
DING'
B —fir s=X_ - ----
0'
2'
Iv[anCALI
4' 6'
0'
20'
(HORIZO
rnf
to
U I - --------------
u
Z
315+50
316+00
III \
I
I
I
I T
I j I
3J i
/ I � 3J � 3J
- 3J 3J f- 3J
3J / i
/ I
l
4O
'�'315+00, -
316+50
B � _
------- =-YY\ ^�� \ ` STA: 318+53
SEND UT2 REACH 2 ENHANCMENT I
_ _ ____ --___ STA: 144+13 I ( o \
CANDY CREEK REACH 2B Y
` y X111 i
317+00 317+50
g/ / 1✓
/REMOVE EXISTING FENCE__
WITHIN EASEMENT
B
--------------
V)
p�
74506 voa�ow
Z.:rvnm�
v U N N �6 �Szmrmi,Z
R 9 o
a Pou12 E
740
735
730
318+00 318+50318+60
Typical Riffle Section
1
1
?J 1 h
S' \
')15.
~
MIN 1.5 MIN
Reach 2 Enhancement
Sheet Index
0'
2'
Iv[anCALI
4' 6'
0'
20'
(HORIZO
40' 60'
)
Typical Riffle Section
1
1
?J 1 h
S' \
')15.
~
MIN 1.5 MIN
Reach 2 Enhancement
Sheet Index

760
755
750
745
740
350+00
H
350+50
351+00
351+50 352+00
33 - 3J - 37 - 3] - 31 �_, 3]
_
4' 6'
----------
1
0' 20'
i
(HORIZOMAL)
350+100-
"---`-
STA: 350+84
_
--
-�
-
BEGIN UT2A ENHANCEMENT
a ` B, -=
STA:
350+84
ELEV:
756.78
PROPOSED
GRADE
HEAD
OF RIFFLE
n
m
a�
F�
w
w
t;
LL
o
LL
=
oN
�o
_
a
a
STA:
352+51
746.81
EXISTING
GROUND
ELEV:
\
H
350+50
351+00
351+50 352+00
33 - 3J - 37 - 3] - 31 �_, 3]
_
4' 6'
----------
1
0' 20'
i
(HORIZOMAL)
350+100-
"---`-
STA: 350+84
_
--
-�
-
BEGIN UT2A ENHANCEMENT
a ` B, -=
352+50
755 WITHIN EASEMEN
X_4—X
X
LIMITS OF GRADIN
a � ,
cRi..\\ \ fa` i 30''0�r
- / INSTALL LOG -ROCK,,
CASCADE
�a ,�-------- —
----------
---------------- >sa;
P\
353+00 /y 353+50
v �
760
755
750
745
740
354+00 354+33
STA:312+08 -
END UT2 REACH 1B RESTORATION
BEGIN UT2 REACH 2 ENHANCEMENT 1\ ,
STA:312+28
UT2 REACH 2 ENHANCEMENT.`
�\ STA:354+33
`END UT2AENHANCEMENTI
_—X
, I
LOG -ROCK
0' 2'
4' 6'
Iveanu
1
0' 20'
40' 60'
(HORIZOMAL)
Typical Riffle Section
6 ` 6'
MIN 1.0 MIN
Reach 2A Enhancement
Sheet Index
V)
�d NNOO
�Z.: 6
YyUNN O
v
2���nrw
Anis
a 20 u ~'i E
re

775
770
765
760
274+30 274+50 275+00 275+50
i
---------------
_`
_______---
_- --_-
t- - _= 3J
i
i
--
------------------
- _-_-__- --
-, ---
- = - - ----------------------- _ - ---
- '
x Zoc-' I y
--- ,275+00�CR-J '---------------
`_
r
------------------
111
I \
F�
-� CE
G �` • CE �E' _____-- `
276+00
CE
CE I --------------
________ v \ CE -` -
\
\ ________
� CE
276+50
0' 2' 4' 6'
775
eanu 1 V a
Fr-li o
0' 20' 1.60' `� 06;—.0 N
7' .-'L
(HORROMALI YN Zm m Z
a
It -9
Z�*�og�
02o '
a 20 u~iE
770 A
i4
765
760
277+00277+10
11
1
1
II
Sheet Index
N �
r n
+ b
ry n
N
N T'w
nn
iOn
H
1p�
ery
w Nw
-
EXISTING
GROUND
OLLO
0
O
O
vJ-i
-
o
¢
\
_
C
�
O
STA:275+45
ELEV: 762.00
PROPOSED
GRADE
STA:276+34
TT
ELEV: 761.30
276+00
CE
CE I --------------
________ v \ CE -` -
\
\ ________
� CE
276+50
0' 2' 4' 6'
775
eanu 1 V a
Fr-li o
0' 20' 1.60' `� 06;—.0 N
7' .-'L
(HORROMALI YN Zm m Z
a
It -9
Z�*�og�
02o '
a 20 u~iE
770 A
i4
765
760
277+00277+10
11
1
1
II
Sheet Index

760
c
i
1
755
STA - 411+60
ELEV= 751
750
STA = 411+E
ELEV = 7�
745
740
411+50 412+00
[� ----_---------
� 1
� I
v-v`Ei
E- CE - - y�"[n-- CE CE CE
CE CPa-
I
I
IREMOVE EXISTING CULVERT
I AND BACKFILL
I
' '
411so
_-
4;
\ STA: 411+50
END UT3 PRESERVATION
I BEGIN UT3 RESTORATION
1
^may i
_-
------------------
3
n
1
w
n
w.+i
o
PF
OPOSEO
BANK
HULL
r
N
N o
n
w
¢ w
C I I
N
¢
+
a
H
ry a
n
W
+
W
c
v 11
¢ w
y
m
m
N
mai
XISTIN GROU D
1
w
n
r+n
n „, m N.,o N
n+
¢
p
m
,4.040
I\
N
n
W
a
n H n + a m
o'
+ n
\
vri
F
n
I a
vi m
IR
m ^
m
cc .n
\
I
W II w
a
+
+
o
n
.�.
Lc
ti a
^^
a
r
a
w^^
�,
a
w
� �
�
v
I
9.37
1.68
STA = 412+36.20
\
STA =411+92.60
ELEV
= 750.49
ELEV=
749.37
_
STA = 412+48.751.9%
/
ELEV = 749.37
STA
ELEV=
= 412+75.39
748.44
-2.1%
---
STA = 412+82.89
ELEV
= 748.44
STA =
413+03.21
-21%
'3.3%
ELEV=
747.28
STA - 413+16.51::7ZSTA
= 413+68.47
ELEV
= 747.28 STA
413+39.24
ELEV= 746.25
STA
= 414+43.54
ELEV = 746.85
STA = 413+69.85
ELEV = 746.25
ELEV =
745.61
STA
= 413+44.89
5TA
= 414+46.23
ELEV 746.85
STA 413+94.17
ELEV=
745.61
PR
ELEV = 746.05
STA = 414+07.33
STA = 414+65.80
ELEV= 746.05
ELEV-. 745.19
STA = 414+74,01
ELEV = 745.19
+
Q N
E- CE - - y�"[n-- CE CE CE
CE CPa-
I
I
IREMOVE EXISTING CULVERT
I AND BACKFILL
I
' '
411so
_-
4;
\ STA: 411+50
END UT3 PRESERVATION
I BEGIN UT3 RESTORATION
1
^may i
_-
------------------
3
412+50
413+00
413+50
414+00 414+50
W1rr I
CR -W r
760 0' 2' 4' 6'
Iv[anu 1
(1' 20' 40' 60'
(HORIZOMAL)
755
750
745
iPOSED GRADE
740
415+00
CANOV
Typical Riffle Section
7.8
2.0 r- 1.9 1�}� 1.9 2.0
0.9
0.8
Sheet Index
V)
Z.:rvnm'i
�Yyz
SzmmZ
v
2� o"
A o
a 20 u ~'i E
W
0
H
F-1
C' )
t<
N

765
760
I
4
755
PROPOSED B.
PROPC
750
747
500+00
500+50
STA:500+00j
BEGIN UT4
501+00 501+50 502+00 502+50
CE
--------------
--------------------
WE
I
i
G v
\
UT4
502502+0 ` \
/ CR -CR
r ` `
I �
I � -
I �
CR W, _
1
1
503+00
CE
SCE SCE �
503+50 504+00
-----------------------
--
---------------------------------
' -
-
`` CE
JIM 6"
_; ----_ _755 1,
\
EXISTING
GROUND
r
a
a0
^
>
N^
II
n
oo n
m
I
IT I
N n
+
o
ry -
n
+ `„
N n
+ ri
+
N ri
^__
m
+ �++
ry
r:
m
16
y ^
o
a
o
m
1
n
Q w
ry
+
N^
a
o^
m
+
II
Q W
w
II
Q
w
J
u
Q w
II
w
I I
w
II
N"^-
vrvoi
II
--_ II
ri
ry-�
+
raj
0
+ ri
a
V~i
V~f
N
Q
Q
Q w
Q
w
F w-
% II
II
w
>
NKFULL
I -0.4%
I
-0.4%
-0.7%
6%
-07ELEV
;ED GRADE
l
STA =
500+61.59
STA = 500+63.72
STA =
501+80.25
01+84.80
STA = 502+62.81
STA
= 502+66.28
ELEV
= 752.74
ELEV = 752.74
ELEV
= 752.13
752.13
ELEV = 752.02
ELEV
= 752.02
STA = 501+15.57
STA = 501+22.73
STA = 502+20.17
STA
ELEV
= 502+22.90
= 752.23
STA = 503+04.51
STA = 503+07.08
STA = 503+75.74
STA
= 503+81.08
ELEV = 752.10
ELEV = 752.10
ELEV = 752.23
ELEV = 751.91
ELEV.= 751.91
ELEV = 751.22
ELEV
= 751.22
STA = 503+37.12
STA = 503+40.40
ELEV = 751.72
ELEV = 751.72
STA
= 504+17.57
ST
ELEV = 751.61
EL
500+50
STA:500+00j
BEGIN UT4
501+00 501+50 502+00 502+50
CE
--------------
--------------------
WE
I
i
G v
\
UT4
502502+0 ` \
/ CR -CR
r ` `
I �
I � -
I �
CR W, _
1
1
503+00
CE
SCE SCE �
503+50 504+00
-----------------------
--
---------------------------------
' -
-
`` CE
JIM 6"
FILL EXISTING \mac
1ANNEL(TYP)
Ln-
/ CR-CRJCR-CRO
Gp/ _ _ .I'LU
_ i
'
75
37
__`_- / i / ✓ / � �� 3]
-
� 37 I
i I I
1
-0-
-------------1 11P
-----------------------
i
I
765
760
755
750
1= 504+21.83
V = 751.61
747
504+30
0' 2' 4' 6'
Iveanu 1
0' 20' 40' 60'
(HORIZOMAL)
Typical Riffle Section
11.0
2.75 r- 2.75 1 t 2.75 2.75
1.2
1.1
Sheet Index
V))
d NNOO
Z.: ry n lr'++ 6
�YyUNN O
v
Ano^' i
a louriE
4�
0 {{off o�'
�O
_; ----_ _755 1,
\
FILL EXISTING \mac
1ANNEL(TYP)
Ln-
/ CR-CRJCR-CRO
Gp/ _ _ .I'LU
_ i
'
75
37
__`_- / i / ✓ / � �� 3]
-
� 37 I
i I I
1
-0-
-------------1 11P
-----------------------
i
I
765
760
755
750
1= 504+21.83
V = 751.61
747
504+30
0' 2' 4' 6'
Iveanu 1
0' 20' 40' 60'
(HORIZOMAL)
Typical Riffle Section
11.0
2.75 r- 2.75 1 t 2.75 2.75
1.2
1.1
Sheet Index
V))
d NNOO
Z.: ry n lr'++ 6
�YyUNN O
v
Ano^' i
a louriE
4�
0 {{off o�'
�O

760
755
750
745
504+30 504+50
505+00 505+50 506+00
-----
-----------
\�f ------
_ _a
FILL EXISTING -,..-,r - �£✓
- CHANNEL (TYP) su -
CR CR
7S CR -W
-------------- , v
Q s _
-_ - ----
CR -CR'
'� _ CR -1
--- ------------506+00
-- ---------
F x
760.________________ �•
-�J-- 3J - --- 3j \
---------------
3J \
\ 3 J \
\ 3J\ 33_ 33�
506+50
507+00
507+50
508+00
760 0' 2' 4' 6'
eanu 1 V a
(Fli o
0' 20' 40' 60'
(HORROMAL)
v
NZ-.
o
A n q ....
a Z0i E
755
750
70
745
508+50 508+80
Typical Riffle Section
11.0
2.75 r- 2.75 1 t 2.75 2.75
1.2
1.1
Sheet Index
0
rr�y
0
o U
CIS�
5 o
IL-1 frJ-1
U U
� O
m w
U
u
EXISTING
GR
UND
,mri
T
r 6
r
m
m
a H
ii
r -N
n
n
��-�
o
c
+
+
o -n
r n w
n
H
N
n N
n
+
o
+ o
^ o
mo
¢
w ¢
w
+ o
�
n
W
u^o
.�
a
Is
PROPOSED
-0.
-0.5%
1
-0.8%
-0.5%1.9
-
-
i
\
-
-1.9%
i
STA = 505+09.46
STA = 505+14.81
r/
ELEV=
751.17
ELEV= 751.17
STA 504+59.93
STA 504+64.42
STA = 505+99.34
STA=506+04.44
ELEV = 751.21
ELEV = 751.21
PROPOSED
GRADE
ELEV=
751.04
ELEV =
751.04
STA = 505+55.67
STA = 505+57.71
STA =
506+45.18
I
I STA
= 507+03.77
`
STA =
507+40.44
/ STA
)
ELEV= 751.45
ELEV=
751.45
ELEV=
750.85
I
I
I
ELEV =
= 507+05.58
750.27
ELEV
= 749.44
749.4.47
/ ELEV = 749.44
STA
\
STA = 506+47.82
I.
I
ELEV =
750.27
\
/
STA
= 508+31.79
STA =5 08+55
ELEV = 750.85I.
/
I
Ji
\
ELEV
= 748.28
ELEV = 748.2
STA
= 506+66.48
/
/
STA = 507+74.53
STA=507+9
ELEV = 750.42
/
�
ELEV = 749.00
ELEV = 749.000
STA = 506+75.51
ELEV= 750.42
\�
505+00 505+50 506+00
-----
-----------
\�f ------
_ _a
FILL EXISTING -,..-,r - �£✓
- CHANNEL (TYP) su -
CR CR
7S CR -W
-------------- , v
Q s _
-_ - ----
CR -CR'
'� _ CR -1
--- ------------506+00
-- ---------
F x
760.________________ �•
-�J-- 3J - --- 3j \
---------------
3J \
\ 3 J \
\ 3J\ 33_ 33�
506+50
507+00
507+50
508+00
760 0' 2' 4' 6'
eanu 1 V a
(Fli o
0' 20' 40' 60'
(HORROMAL)
v
NZ-.
o
A n q ....
a Z0i E
755
750
70
745
508+50 508+80
Typical Riffle Section
11.0
2.75 r- 2.75 1 t 2.75 2.75
1.2
1.1
Sheet Index
0
rr�y
0
o U
CIS�
5 o
IL-1 frJ-1
U U
� O
m w
U
u

755
750
TA=S(
ELEV
ST
I
745
740
508+80 509+00
509+50
510+00
Cf---------------------------
CE
__________________---
CE
� CE
510+50
511+00
____
CE
\ CE
______ __-_______________________ __
CE
� CE
\ Cf
CE
_______-__\f \CE
I
509+00 c_,,- �C _-_ . ; = 510+00
Z CR_W
I\
U1, CR -CH\ / CR -CR CR -CR
749
I �
----------------------------
1 _
I 1
1
1
I 1
I
I
511+50
CE -I
CE E CE -
_
___ ___________-------------------------------
3D
____ \`_____-
-----750____,______ _
--
__ _
3D 33
- - /
.Ift /
512+00
ly
CRR -CH /
UT4
't I
l
,
II
,
j
I
1
I
I
1
512+50
513+00
513+50
:514+05
-ND UT4
125+30
EACH 1B
i
CR -CH
755
V)
R N
�d NNOO
�Z rvnm 6
�SzmrmilZ
v �. ai
2+�izog�
aPou~iE
750
4�
745 �O
740
514+00514+10
0' 2' 4' 6'
Ivcanca4
0' 20' 40' 60'
Typical Riffle Section
11.0
2.75 r- 2.75 1 t 2.75 2.75
1.2
1.1
Sheet Index
rr�y
O
o U
CIS�
Fti frJ-1
r
U U
� o
nN
e
N
r
+ w
8
o
o
n
o
m
n
r
W
w
N n
¢ w
o^
u
o
a
n
n
o
n
o n
ry
o
N
m
m
ry
m
a
a
°
n
ui
n
r
�
+ � -y
°°
?-�
w
v'ai
a
a
1- w
N
w
w ¢
w
¢
w
° w
a
'^
"'
n �n
v"i
a
^ `°
m
`° m
m `6
v
v
c�
J
~
~
~
N w
PROPOSED
�
BANKFULL
-1.996
-1.4%
-21
1.3%
'-0.8%
1
-0.5%
-0.7%
6+47.83
STA = 509+45.89
1
1
74
ELEV = 747.00
09+
1= 509+06.73
LEV = 747.64
STA = 509+50.46
ELEV= 747.00
STA = 509+96.43
STA = 510+40.03
ELEV=
746.79
I
1
STA = 510+69.31
STA = 511+01.96
STA = 511+39.47
STA
= 511+84.17
1
1
ELEV = 746.86
STA =
110+42.54
ELEV = 746.78
STA = 510+71.28
ELEV - 746.46
STA = 511+06.20
ELEV = 746.22
ELEV = 746.00.
= 511+88.42
1
STA = 510+02.37
STA = 511+42.64
STA
1
PROPOSED
GRADE
ELEV = 746.86
l
ELEV
= 746.79
ELEV = 746.78 1
ELEV = 746.46
ELEV = 746.22
ELEV = 746.00
STA =
512+32.30
STA
= 512+79,53
STA = 513+24.70
1
/
1 I
ELEV
ST_
= 745.35
=2745
ELEV
= 745.69.
ELEV = 745.41
\
\ -
_ 1
STA
= 512+84.05
ST
3745.41
STA = 513+61.96
ELEV
35
ELEV
= 745.69
ELEV
I
ELEV = 745.38
STA = 513+65.78
1
I
ELEV=
745.38
EXISTING
GROUND
I
509+50
510+00
Cf---------------------------
CE
__________________---
CE
� CE
510+50
511+00
____
CE
\ CE
______ __-_______________________ __
CE
� CE
\ Cf
CE
_______-__\f \CE
I
509+00 c_,,- �C _-_ . ; = 510+00
Z CR_W
I\
U1, CR -CH\ / CR -CR CR -CR
749
I �
----------------------------
1 _
I 1
1
1
I 1
I
I
511+50
CE -I
CE E CE -
_
___ ___________-------------------------------
3D
____ \`_____-
-----750____,______ _
--
__ _
3D 33
- - /
.Ift /
512+00
ly
CRR -CH /
UT4
't I
l
,
II
,
j
I
1
I
I
1
512+50
513+00
513+50
:514+05
-ND UT4
125+30
EACH 1B
i
CR -CH
755
V)
R N
�d NNOO
�Z rvnm 6
�SzmrmilZ
v �. ai
2+�izog�
aPou~iE
750
4�
745 �O
740
514+00514+10
0' 2' 4' 6'
Ivcanca4
0' 20' 40' 60'
Typical Riffle Section
11.0
2.75 r- 2.75 1 t 2.75 2.75
1.2
1.1
Sheet Index
rr�y
O
o U
CIS�
Fti frJ-1
r
U U
� o
nN

765 -
760 -
755 -
750
600+00
600+50 601+00 601+50 602+00 602+50
-- - ----
�___ - 765__________________________ ___
' - STA: 600+00'"
----"-` " BEGIN UTS 1
_--
H
603+00
603+50
604+00
604+50
Cc CE J
Cl-
---------------
E CE
i
i
---------------
------------------ _ _ '
760------- ---------- - _ \\ -----
_
601*Op `,� �'o„nai �-_�\` -_ `_-__ _ �_- - •i5° � �' .
;b _
__ __-_ -_- 604
v/�i -�_____�_ - iCR-J / �� I I''i\ \vv� ___7__ / ______ :'� •` 1j �' %ii; r . ,<- r=- � � ;' '�
I^
J\ _
--------_ `�-- 759 -------
---------
--__
- --------------------
- 765 0' 2' 4' 6'
Iveanu 1 � v
(Fli o
0' 20' 40' 60' `� dv, roi vai O o
Z.:rvnm"
(HORROMAL) 9 Z
v
+. ai
2o
��og�
A n q ....
a2our E
760
4'
755 �O
750
604+70
Typical Riffle Section
9.8
2.5 F 2.4 t 2.4 2.5
11.1
1.0
Sheet Index
;6
i
__,__`_3`_]`__`_
_
\_ ____Ii- ______ ___-_-._; "
...
.3C
221
__________ 2 -_ _-_�--- 760
______-_-__ 2.2.3U.T
1
D2.24 .327
UT2B
2.5.1 - -__________________________-
__-_ __________-_ ----- __NSTAL2IDE J65
PERMANENT FORD .6
________ .1
_______ _CROSSING.
-
_
,
,
_--------------
------------------
--------
_
i IrI/I r,r�II
_
�---------------------------
_ ryp
,. nV IV 2. 4.1
__ CAND CREEK
----------- , 3
4 ` 2.7.3 3
2.8 2.7.1
.3
J m ' ---_, : \ I 2.8.2 2.7. n.
' 2.8.1
2.9.2
4 UTS 2.10.2 E w m'
2:9.1
aTTcn =o_o�
m
w
+
>
+
w
n
n
c
IT
+
N i
n o
N m^ n
n n +
o n
m"
m n
n
n
u°
+
n
o
+
b
6
o
`° m
v
¢
m
o
EXISTING
GROUNDm
PROPOSED
r
" >
BANKFULL
N N
w
/
a+
o �
I
1
j
a
w
i
-
\
o.s%
-0.4%
-0.5%
I
1
-0.6%
-1.6%
I
-
STA = 600+37.96
STA = fi00+43.38
STA =
602+13.19
I
II
ELEV-
756.81
ELEV= 756.81
\/
1
ELEV
= 756.10
STA=602+19.01
ELEV = 756.10
/ I I
I
STA = 602+96.36
STA
= 603+60.81
I
PROPOSED
GRADE
STA
=600+97.17STA
=
601+00.46
ELEV
= 757.08
J
ELEV =
757.08
-
ELEV = 756.41
ELEV-
755.63
I
STA = 601+55.90
STA =
601+61.66STA
= 602+65.557,//
STA - 602+98.52 STA = 603+25.45
I STA =6
3+78.19
STA = 604+24.79
ELEV = 756.74
ELEV =
756.74
ELEV = 756.29
STA = 602+69.05
I
ELEV = 756.41 ELEV = 756.07
STA = 603+28.52
ELEV = 756.07
I ELEV =
755.63
ELEV = 755.07
STA = 604+27.53
ELEV = 756.29
ELEV = 755.07
600+50 601+00 601+50 602+00 602+50
-- - ----
�___ - 765__________________________ ___
' - STA: 600+00'"
----"-` " BEGIN UTS 1
_--
H
603+00
603+50
604+00
604+50
Cc CE J
Cl-
---------------
E CE
i
i
---------------
------------------ _ _ '
760------- ---------- - _ \\ -----
_
601*Op `,� �'o„nai �-_�\` -_ `_-__ _ �_- - •i5° � �' .
;b _
__ __-_ -_- 604
v/�i -�_____�_ - iCR-J / �� I I''i\ \vv� ___7__ / ______ :'� •` 1j �' %ii; r . ,<- r=- � � ;' '�
I^
J\ _
--------_ `�-- 759 -------
---------
--__
- --------------------
- 765 0' 2' 4' 6'
Iveanu 1 � v
(Fli o
0' 20' 40' 60' `� dv, roi vai O o
Z.:rvnm"
(HORROMAL) 9 Z
v
+. ai
2o
��og�
A n q ....
a2our E
760
4'
755 �O
750
604+70
Typical Riffle Section
9.8
2.5 F 2.4 t 2.4 2.5
11.1
1.0
Sheet Index
;6
i
__,__`_3`_]`__`_
_
\_ ____Ii- ______ ___-_-._; "
...
.3C
221
__________ 2 -_ _-_�--- 760
______-_-__ 2.2.3U.T
1
D2.24 .327
UT2B
2.5.1 - -__________________________-
__-_ __________-_ ----- __NSTAL2IDE J65
PERMANENT FORD .6
________ .1
_______ _CROSSING.
-
_
,
,
_--------------
------------------
--------
_
i IrI/I r,r�II
_
�---------------------------
_ ryp
,. nV IV 2. 4.1
__ CAND CREEK
----------- , 3
4 ` 2.7.3 3
2.8 2.7.1
.3
J m ' ---_, : \ I 2.8.2 2.7. n.
' 2.8.1
2.9.2
4 UTS 2.10.2 E w m'
2:9.1
aTTcn =o_o�

o
o m
ro N e n +
II 'I n
v¢ w iO ua
v
+ N
Oq
u
voi
m
760 n -N w
R
w
o^
n + N
o `^ o
+
76P
^+
w
m
u+
m
W
N
4
r
n
N
J
¢
w
1>
u
v~i
iron
o
o
ro
o
m
ro
m
a
W1711
A.
u+
tO
PROPOSED
N
W
n
755
'1.S%
�� -�
/
BANKFULL
J
w
755
1.2%
STA =605+01.81
ELEV = 754.27
-
STA = 605+59.20
STA = 605+80.63
STA
= 606+37.48
1
STA = 605+17.77
ELEV = 754.27
I
0.7%
-1.0%
✓11
ELEV =
753.67 ELEV = 753.39
ELEV = 753.09
\
-0.6%
= 605+61.53
STA = 605+98.53
STA = 606+42.84
STA
ELEV =
753.67 ELEV = 753.39
ELEV = 753.09
STA = 606+65.00
STA = 606+99.54
STA
= 607+62.41
I
'
ELEV= 752.65
ELEV= 751.82\
ELEV=
751.51
750
750
STA = 606+78.69
ELEV = 752.65
\
PROPOSED
GRADE
I
STA = 608+24.18
ELEV = 751.77
STA
= 608+56.67
ELEV = 751.39
STA
= 609+03.59
STA = 609+59.76
1
I
STA = 608+26.70
I
ELEV
= 751.08
ELEV = 750.86
I
I
ELEV = 751.77
STA = 608+60.45
-
ELEV= 751.39
1
1
I
EXISTING
GROUND
-
745
745
604+70 605+00
605+50 606+00 606+50 607+00 607+50 608+00 608+50 609+00 609+50
610+00 610+20
0' 2' 4' 6'
/ /
I�RTIULI
0' 20' 40' 60'
R¢ory rat
i
1 1
- --------------------------
CE
CE - CE
1
E
-;
_
=------------------------- r
CE
__-
--
-
-CE
CE cE �," ; -- %�,'--'--"---- - - " -
i' i - ' ' __ `i i' ill
---�- - ------------
-- --- " "�= __'-=_ _
_______
l _ ------__ ____ " I _
� ('
�_-
\,
___
yp cal Riffle Section
1 '�-
---------------------I
; \ j`` v
_' - %- -
OF
_ v? / +00
� ps" S .610 12
�_ - is i '
i� - 6p9
2.5 2.4 2.4 2.5
_ i
r/
94
�I
--------------------
o 1
��
- 1 ,� - CAN DY CREEK REACH 1B o
--------------------
__ ________ CONFLUENCE
-___755 CR_W 11L �i 1 �; - IC CR CR J JC CR -CR 6 pip p��
\ \
1.0
o i
CR -CRI
CR CH,
-CR
Sheet Index
'Q CR CR
6,'
n i Io I r'% I.
�I
�`
_ CR R
W� ;��
=Z� _ CR -1 ��CR_W,_
- - -- _UT5
-__ _ -
'. �/ �� _ --------------
UT1C
22.1
U
F' 1
I
/
INSTALL 12' WIDE '''� �` ��
PERMANENT TIMBER ~
Y
2.2.2
2.2.3
UT1D
2.2.4
Q \,
j -
I'
BRIDGE ��' CANDY CREEK
`�
I
2.3.1
UT2B
Hca
1
n'"
2.3.2
2.5.1
`
U
UT2A .6.1
2 6.2
_ I 755- "I'I 1
ow °' 2.4.1
IV
_` --
„
Iy
� �
ANDCRE
"�-5..-,
--_}_-`--
''IV
,.
-_-__ � ice\ \___._�''
-- , !\ \
"___
� J y 3J SX -3J 754
II
3
- r
��;11
_-----------'-_moi'- 3J 1 �T _,
_____ �7
39-�`�'-____'. .�� II �`� •� `
'- __ `\� I
\� II"
2.8.23 2.7.
1
-___ - ; ;
� 0- - ______, ` .:
i
- _
; _ 1
- -_---_ _____ INSTALL T WIDE _ _
'`. � BER � � 11 I � ��:.� ... PX 3�
T 1�1
PE RM ANEN -- _ -
11 5X
2.8.1
29.
,-
" __
, �
`
_
/ _ E ,�_
�dJ BIRIDG i 3J �-
4X I��I
- -
.` 3JI � I
4
UTS 2.10.2
1_ "--""
l� l
.10 .1
UT5A
`�J d''Nvaioo
v U N N O
v
2��og�
aPou~iE
0
0

i
I
I
EE CE CE - CE - CE - CE CE
I
I
I
6Ss+oo
I
of
M
+I Ln
Eh
lD I
LUQ
~I
zl
2I
UI
H
Q
�I
� 3J
33 - 33 33
� 3J
I
I
I
0' 20' 40' 60'
Sheet Index
p�
�YyUNN O
Sz,"'nmZ
v
Anis
a Zo u~iE
re
W,
��,O��RMl.�
s
nll

`Within the existing wooded canopy, Ironwood and Arrowwood Viburnum are to be planted in lieu of
Sycamore and River Birch.
Permanent Riparian Seeding
Streambank Planting Zone
Date
Pare Live
Seed (20 lbs/ acre)
Density
Live Stakes and
Herbaceous
Plugs
Species
Common Name
Species
Common Name
Max
Spacing
Indio.
Spacing
Min. Size
Stratum
# of Stems
Physocarpus
opulifolius
Nm bark
8 ft.
2-8 ft.
0.5"-1.5" cal.
Shrub
20%
Cornus
ammonium
Silky Dogwood
8 ft.
2-8 ft.
0.5"-L5" cal.
Shrub
40%
Salix sencea
Silky Willow
8 ft.
2-8 ft.
0.5"-1.5" cal.
Shrub
40%
Juncus effusus
Common Rush
5 ft.
3-5 ft.
1.0"- 2.0" plug
Hcrb
NW
Carex alato
Bmadwing Sedge
5 ft.
3-5 ft.
1.0"- 2.0" plug I
Herb
NSA
l5%
oceidentalu
Herb
0.2
Ali Year
Baptisia austrahs Blue False Indigo
100%
`Within the existing wooded canopy, Ironwood and Arrowwood Viburnum are to be planted in lieu of
Sycamore and River Birch.
Permanent Riparian Seeding
Buffer Planting Zone
Date
Pare Live
Seed (20 lbs/ acre)
Density
Herbaceous Plugs
Approved
Date
Bare Root
Species
Common Name
Max Indio. Min. Size
Spacing Spacing
Species
Common Name
Max
Indio.
Min.
Stratum
# of Stems
Carex alata
Bmadwing Sedge
Spacing
Spacing
Caliper
Juncus eff-
Common Rush
5 ft. 3-5 ft. 1.0"- 2.0" plug
Herb
35%
Blackeyed Susan
Size
1.0
All Year
Alnus serru(ata
Tag Alder
12 ft.
642 ft.
0.25"-1.0"
Canopy
l5%
Quercus phellos
Willow Oak
12 ft.
6-12 ft.
0.25"-1.0"
Canopy
15%
Platanus
Sycamore
12 ft.
6-12 ft..
0.25"-1.0"
Canopy
l5%
oceidentalu
Herb
0.2
Ali Year
Baptisia austrahs Blue False Indigo
Herb
0.2
Betula nigra
River Birch
12 ft.
6-12 ft.
0.25"-1.0"
Canopy
15%
Quercus pagoda
Cherrybark Oak
12 ft.
642 ft.
0.25"-1.0"
Canopy
10%
Quercus
Swamp Chestnut
12 ft.
642 ft.
0.25"-1.0"
Canopy
l5%
michauxii
Oak
Fraxinus
Green Ash
12 ft
6-12 R
0.25"-1.0"
Canopy
l5%
pennsylvanica
Capinus
Ironwood
18 ft.
648 ft.
0.25"-1.0"
Shrub
"
caroliniana
Viburnum
Arrowwaod
18 ft.
6-18 ft.
0.25"-1.0"
Shrub"
dentatum
Viburnum
100%
`Within the existing wooded canopy, Ironwood and Arrowwood Viburnum are to be planted in lieu of
Sycamore and River Birch.
Hatching represents that Streambank planting
occurs along the stream. See Detail 4, Sheet 5.8
for planting specifics.
k __ "N'
All disturbed areas within easement.
All disturbed areas.
Non -Pasture disturbed areas.
Pasture areas outside easement.
Permanent Riparian Seeding
Vernal Pool Planting Zone
Date
Pare Live
Seed (20 lbs/ acre)
Density
Herbaceous Plugs
Approved
Date
Species Name
Species
Common Name
Max Indio. Min. Size
Spacing Spacing
Stratum
# of Stems
Calamagroshs
canadensis
Bluejoint Grass
5 ft. 3-5 ft. 1.0"- 2.0" plug
Herb
30%
Carex alata
Bmadwing Sedge
5 ft. 3-5 ft. 1.0"- 2.0" plug
Herb
35%
Juncus eff-
Common Rush
5 ft. 3-5 ft. 1.0"- 2.0" plug
Herb
35%
Blackeyed Susan
Herb
1.0
All Year
100%
Hatching represents that Streambank planting
occurs along the stream. See Detail 4, Sheet 5.8
for planting specifics.
k __ "N'
All disturbed areas within easement.
All disturbed areas.
Non -Pasture disturbed areas.
Pasture areas outside easement.
Temporary Seeding
Permanent Riparian Seeding
Pure Live Seed
Date
Pare Live
Seed (20 lbs/ acre)
Density
Date
Approved
Date
Species Name
Common Name
Stratum
Density
(lbs/acre)
All Year
Panicum
rigidulum
Redtop Panicgrass
Herb
3.0
All Year
Agrosos hyemalis
Winter Bentgrass
Herb
3.0
All Year
Chasmanthium
lattfoHum
River Oats
Herb
2.0
All Year
Rudbeckia hirta
Blackeyed Susan
Herb
1.0
All Year
Coreopsts
lanceolam
Lanceleaf
Coreapsis
Herb
1.0
All Year
Carex vulpinoidea
Fox Sedge
Herb
3.0
All Year
Panicum
c/audestinum
Deertongue
Herb
3.0
All Year
Elymus virginicus
Virginia Wild
Rye
Herb
2.0
All Year
Asclepias syrica
Common
Milkweed
Herb
0.2
Ali Year
Baptisia austrahs Blue False Indigo
Herb
0.2
All Year
Gaillardia
pulchella
Annual Gaillardia
Herb
1.0
Ali Year
Echinacea
pupurea
Pale Purple
Ce -flower
Herb
0.6
Temporary Seeding
Approved Species Name Stratum
Pure Live Seed
Date
Approved
Species Name Common Name Stratum
Density
Date
I I
(lbs/acre)
Aug 15 -
Secale cereale Rye Grain Herb
140
May
May 1 -
Setaria italics German Millet Herb
50
Aug 15
Stabilization Seeding Outside Easement
Approved Species Name Stratum
Common Name Density
Date
(lbs/acre)
All Year Festuca Herb
Tall Fescue 80
arundinacea
I I
ti 4 "d
Pasture Seeding
Approved
Date
Species Name Stratum Common Name
Density
(lbs/acre)
All Year
Festuca Herb Tall Fescue
arundinacea
80
All Year
Trifolium repens Herb White Clover
8
ti 4 "d

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0' 40' 80' 120'
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Sheet Index
0' 40' 80' 120'
(HORIZ-)
a
Z�'N�a+100
2R+'N nn'1LL
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ti I
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3
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\ � \
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/ • vim' CE
6E CE
/
• CE CECE.L�-AGE a��•R 317 ���. �. • \
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0' 40' 80' 120'
(HORIZ-)
Sheet Index
a
SAM
�
crM/
3
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\ 0 "� I
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As
o A
oo7770
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/ • vim' CE
6E CE
/
• CE CECE.L�-AGE a��•R 317 ���. �. • \
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0' 40' 80' 120'
(HORIZ-)
Sheet Index
a
SAM
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crM/

111 III I 'I' 1 , I ,11 III I
'1' III I III 111 ,11
I� 'I' III I III II' 111
I I 'll 'I' 1 , III III
,I, 1 111 III I 111 III II
\ ,II 111 'II 111 11, 111
cF ,I, III III 11, I
\111 II' 111 111 III
11 III 11, 111 'I
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\ I III '11 • •
1 \ oll '1l •II III III \ �/ /
111TTT a. II' 111 Ill�'J / /
X111 III ,III III IIMII • I�� / //
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r( I I I 't �y\,II 'll •I III / / \
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I, I I I/ I III o/ I I I 1 I• // /
I I I 11 11 111 I III 1 1 VIII I 1 11 I I I' • 3j �\
tit l I I I III I I' I 111 ' I'' 3J • • / \ \ / /
I' �,II II I' I I I,� /III • I I' 1 I'LL
III II' � 111 �I' III ll' ,111 I III cEl : �\ _/ 11' 1 1111 l \ Tgll I '11 I I'll 111111 ,II I III III ••I I III I 1 � Q
3�
II II I 11 • ��� I 11 II CAN Y CREEK'' II I I
/ 1 ,II III I Q/ I I 1 1 III III I� I I I 'I' `� INiI ,II � � 111 I ,II T I III I I Q III 'I'
I\ \
VIII III I 11 �I �I'• I I I , I I 111 1 1 111 III I I I l l' 1' ' 148+00 ' 1 I \
TI i7 1 I
III I I 111 III `� III lI' 1 I I II III 9d III • II' II' ��'
I, 11•, I I I I sl III 111 • • cfl l 111 I I, III 111 III 111 ,11 1 111 VIII I
I I I I I
III ll' III 1 1 III / • \ cp II ll' 111 III III ♦I' III
I I I I I ' I' •
, I III I 111 � / • • F F cgl� ,I, 111
, 111 I I 111./ / cg III
I /
II 111
III /
111 /
/
I I\\
1 I\ �1 III 'I' •1• l l'11 ,II '1'O'J \
III III III ' I III 11, III I�J�• \
/ III 'II\ \III 11, ,II J►I.I R' I �� \
I II � I 1 •III III 111 �yJ \
111 ,I, 150+00
I I I I I I
I 1 I
I I, 111 1111 III R1 .III. II' 1 III II. III 'I' III ,II��LaJ /
•w II 11 •
1 11'
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152+00
I I I •III 11, 111 � \ ' � 111 111 I J
l ' '1' 111 III I I '1l I 1 \ I • I •
III I II' I I 111 II• �11 I \ Z 111 •111 III
/
111 III ' I' 1 1 1 1 111 '7J 1 I I• l I' J /
1 , 111 I
11 •
I 00,
1• 1111' �4jI' 111 \ I\\II'\� INTERNAL CROSSING
III 4 L J
O' 40' 80' 120'
(HORIZ-)
Sheet Index
a

III
1111 'I' III 11��
I
I, 111 i III •I• I' 111 ��
I 11 j1
•. I\ I1 1 111 111 ill I 111 I 1 111 'l' 1 �� �•1
III 11 111 111 � • 1' 111
� ,I1 I 111 111 �Y�
,II •III 'I�a,
_ ♦ � ���111 '1' 111'1'•11 I f \
150+p=
1
111 I •III • 'I' 1 � II• 'll ,' 1 111 'I' '��
1 �'.' j1� 111 II' 'II 1\�1' i � 111 11'11 111111 •I��
1
.11 1 111 '1' •,'1 ,� 1 _11 : .� 11' 1 ,I� 111 'll
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I
\ I
\ I
Ia� I 111
/ \ \ • ✓I , , 111 III 11' 111 •III
/ \ �1�� �1' 1���� �' I 111 III• III
/ � \ / aP' I ,II• I 11'1 11' ' 111 111 � �/1
// as '1' I 1 i I•�1 111 11 1� '��,..
�a���111 111 I 1•'ll '11 111 �G/0 �� �-' ��' 111 1111
Ilyo� I
111 I '1 11' 111 I
1 II
J / 30 3J �r 3J-31\�\ J�a� 111111 11111` '1'� �II 111 1 111 1 111162�p0 , I I ,11111 1dI'II �,'11 111111 '1�GlY 1
11 1 1 , I, 11 �, .aj 1 1 1 1 1 1 1 1 •-1 1 I I I
\III INTERNAL CROSSING it '( 111 I , 1 I 1 , 1 111 1� 1 I ��\I oo • 111 111 • 111 III' 14� �cE y'"
LIII '� 1/11 I ,1, 111 �' I 1 � ,II 1 s• ` 111 111 I 111 j=.
11, 11 J \ I '/111 III '1' • III •SII ,�\` ' ,II � still 11• 111 1 I I���cEl�
111 '�� 1 1 d,7 • ,� 111 11, �1 �� _ I •11' hy�>�� 1 ' I ,A��
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1 • I 1 I %11 I I I I I.1 1 1• ' I' I' • 11 A N DI 1. E KI&
100
__. • I 111 III 111 ,II 1 111 111 •' ,1, 'V' 1 1 ,1, 111 1 1 �11 111 1 I 11 ,II Y ` \
11l'1••1, •�,I kpO �1 1111'`1\1 III I 1111 ' ,II II 111' I 11, L• 1 1 cE / \
�. xI _,`, 156+pp +� � , 1 '1' 1 1: 1 `111 • I 1 I I Y/ CE \
1
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1•�I, I,II \ ,II �, I , ,x•11 III 1 111 III I ,,, 11 '' 11, 1� r �
C � � ,II 'I' 1, 1• 'll 1 1 1 'I' 'I' I II '1' ,1•'ll I I \
1 11'• \ \ 111 ''� ' III '1' '' III 1 '1' '11 1 1111' • • I \
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PRESERVATION REACH.
NO PLANTING I
111 1
Flo , III I I I
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1 1 1
11 I
I • 11 1 W W
111 II � 1 1111 r I
1 11 I I
III �1 '11 I o1 I
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11111' ,yl ®1111' 111 I m' 1 111 N 1 111 1 'I' 111' 1 1
, 111 Y 111 u \ 111 '1' � 'I1 1 1wi
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11 11
1 I 1
o° •' I 111 II 1� '1 mll 'I' 11'1 'I NI ` I'I 1 111 1 11 1 III
11 • 111 1 'I' 'u � 111
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(HOR1-L)
Sheet Index
a
4'
G`0
60
u

I
3, I
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/ err 3� •III III III III III III III I �� `^V4 ��
/•�/SII II I I I •I I I / I I •SII �1: I , \III •I I I II 1 I3J•3./ 3.
I �— 3J I r� dp 37
166+00 III III III IIII _ 169+p0_ lIl I III lIl III I I
1�, /III III �I III III III III• III III I ,II I 'F I III I F I I III I IIi III III III III III III 3�1��
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III • III III IIIE.111 I ' I ,Ai I Yib yIIC
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s+1,Jl I III III :I III •III III III J / I I I III III III III III III III III cE y� I I Ij •I I / I • Itl III • I o I III III III III III
\II III �I III III III IY • III III III III III
162+oil
III III IIS d�'� ° III III III III III I I
00 � I I I I I I I I I I I I I I I I I / -cE I�I I I III III I I III III III III III III III III III III 1��
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\ I — �-_� / I III �JI III III III III III GE I F F III •III •II III III III III III
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II III � cE / III
1 III / III I I I III III III III III � 173+00
III III III • III III
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dj \ I• III III 4zj cE III III III III III I III'
• I I I I I A IcE /� / \l� I I I I I I I I I I I� Il I I I I I I IIF I I5 IIl I Icl I I F I I I F
\ I I III III III III III III III I III III IIIF I F I
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.E C / • CE �� CE CE I I I I I I I
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/
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0' 40' 80' 120'
(HORIZ-1.)
Sheet Index
a
Z��'N�a+100
f'R+'N nM1LL
v U N N O
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30\ 3D\-7— 3J\�_ 3J —77 33 a
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3� 33
33 3J �T 30
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CE
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\\ SCECE
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co
CE 1>J- CE CE \\ \ \\ \ \\ \ \\
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Sheet Index
o' 40' so' 120'
(HORIZ-)
a
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6
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Sheet Index
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Sheet Index
0' 40' 80' 120'
(HORIZ-)
a
of °Ialo`�

3]�a�l III
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\ ]�I III III III III
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Sheet Index
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Sheet Index
0' 40' 80' 120'
(HORIZ-)
a
V)
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Z�.-LL
6
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Z���nrw
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vUNN 6
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710
SEE PROFILE
FOR LENGTH OF RIFFLE
B'
3" TO 6" DIAMETER WOODY DEBRIS
WORKED INTO RIFFLE SUBSTRATE MICRO POOL HABITAT
RIFFLE
BEHIND LARGER WOODY DEBRIS
OO
HEAD OF RIFFLE ELEVATION
z p
POINT PER PROFILE
0m. x,W
w o_ <
6" SALVAGED ONSITE
LL 3 u
COBBLE/GRAVEL
LOW
BED MATERIAL
SEE PROFILE
TOE OF SLOPE (TYP)
FOR LENGTH OF RIFFLE
TAIL
OF RIFFLE ELEVATION
POINT
PER PROFILE
Section A -A'
TOP OF BANK (TYP)
B
Plan View
A
Ti
A'
B
RIFFLE
6" SALVAGED ONSITE
O
COBBLE/GRAVEL
p
BED MATERIAL
FLOW
mob
-
LL2
6" SALVAGED ONSITE
z
COBBLE/GRAVEL
- --
�y
BED MATERIAL
TOE OF SLOPE (TYP) 3" TO 6" BRUSHY MATERIAL
RIFFLE INVERT
PER PROFILE
TOP OF BANK WORKED INTO ROCKY SUBSTRATE
/ i\//i//i
�`\
\
/\
i
TOP OF BANK (TYP)
TOE OF SLOPE
TOP OF BANK (TYP)
MICRO POOL HABITAT
BEHIND LARGER
Profile A -A'
Section B -B'
WOODY DEBRIS
6" SALVAGEDONSITE LOG EXPOSED 1" TO 3" ABOVE
Plan View
COBBLE/GRAVEL FINISHED RIFFLE ELEVATION
BED MATERIAL
Section B -B'
Constructed
Riffle
5.1 Not to Scale
Woody Riffle
2
5.1 Not to Scale
CR -CR
CR -W
LENGTH VARIES PER PLAN
CLASS 1 STONE
HEAD OF RIFFLE ELEVATION
OR SALVAGED
POINT PER PROFILE
ONSITE BOULDERS
CR -J
CR -CH
MIN 0.5'x1'x1.5'
B
BURY INTO BANK 5' MIN. (TYP)
04
TOP OF BANK (TYP)
BANKFULL
6" SALVAGED ONSITE
T,
COBBLE/GRAVEL
TOE OF SLOPE (TYP)
I
FLOW
BED MATERIAL
TAIL OF RIFFLE
HEAD OF RIFFLE
ELEVATION POINT
ELEVATION POINT
PER PROFILE
JAR
PER PROFILE
Z O
4uv
m
-
O p
B
Profile View
AA=A'
B'
BURY INTO BANK V MIN. (NP)
Plan View
LOG STRUCTURE
EXPOSED UNTIL
CLASS 1 STONE
TOP OF BANK CENTER OF CHANNEL
6" SALVAGED ONSITE
OR SALVAGED ONSITE BOULDERS 6" SALVAGED ONSITE
COBBLE/GRAVEL
MIN 0.5'x1'x1.5' COBBLE/GRAVEL
BED MATERIAL
BED MATERIAL
\\\ TOE OF SLOPE
CLASS 1 STONE
OR SALVAGED RIFFLE INVERT PER PROFILE
3"MAX
i\ i\ \i\i\i\i\ '\i
ONSITE BOULDERS
MIN 0.5'x1'x1.5' TOP OF BANK (TYP)
3" MAX
Log Section B -B'
Section A -A'
�\
NOTES:
/
1. STRUCTURES SHOULD VARY IN SIZE
AND TYPE WITHIN EACH RIFFLE.
1p�
Section B -B'
Plan View
TAIL OF RIFFLE ELEVATION
POINT PER PROFILE
hug ky Riffle
Jazz Riffle Structure
s N
3
1 Scale
5.1
Not to ScaTe
V)
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710

xQ BURY INTO BANK 3' MIN. IT
THALWEG c
FLOW TOP OF BANK 6" SALVAGED ONSITE
NORMAL WATER COBBLE/GRAVEL
SURFACE BED MATERIAL
5' MIN.
(TYP) NONWOVEN
FILTER FABRIC
Profile View ry
AAA' o
z
TOE OF TOP OF BANK
SLOPE
Log Section B -B'
NOTE:
1. LOGS WITHOUT ROOT MASS
MAY BE USED ONLY IF APPROVED
BY THE PROJECT ENGINEER.
SILL ELEVATION
PER PROFILE (TYP)
FLOW
Plan View
E
Flan View
n Rock and Roll Riffle
5.2 of to ca e
FLOW
2
STREAMBED
(TYP) FILTER FABRIC\
(TVP)
NOTE:
EXCAVATE POOL
\/PER PROFILE
1.
MINIMUM 6" DIAMETER BRUSH
CR -RR
MASS.
2.
BIND WITH JUTE.
3.
CONSTRUCT OF OAKTWIGS Y2" TO
3" DIAMETER.
Profile View
5' NO.57 STONE
12" THICK
SILL AND STONE
ELEVATIONS PER
EXTEND FILTER FABRIC
5' MIN. UPSTREAM
O 65"
VP)
;FULL
'DIAMETER OR
EATER (TYP)
h
TH
R
.AL
ION
6" SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
BURY MIN 3'
EXCAVATE POOL
\/PER PROFILE
� l
FLOW g�
Xe SCOUR
CR -RR
BURY MIN 3'
INTO BANK
V
i AA'
Section B -B'
INTO BANK
(pNc HM
INVERT ELEVATION !XJ
SALVAGED ONSITE
COBBLE/GRAVEL2'
PER PROFILE
BED MATERIAL
PLACE HEADER BOULDER Plan View
TO PREVENT LOG FROM SHIFTING.
i
TOE OF SLOPE
/
HEADER LOG
SILL ELEVATION
PER PROFILE (NP)
Brush Sill
5.2 of to bcale
HEAD OF RIFFLE ELEVATION
POINT PER PROFILE
FLOW
PLACE HEADER BOULDERS
WITH V TO 2' CLEAR SPACE
BETWEEN ROCKS
SEE PROFILE
FOR LENGTH OF RIFFLE S TOP OF BANK (TVP) 12" THICK LAYER OF BRUSH
B HEAD OF RIFFLE
� TAIL OF RIFFLE
RIFFLE GLIDE A' POOL z - X•� \ AA/POOL
a G Profile A -A' BRUSH EXTENDS
O x w BRUSH EXTENDS
°1 0 UPSTREAM 5' MIN. UPSTREAM 5' MIN.
-- - LL3g a
TOE OFSLOPE
(TYP) TOP OF BANK (TYP)
TAIL OF RIFFLE ELEVATION
TOP OF BANK (TVP) POINT PER PROFILE
Plan View f
BURY MIN 3' BURY MIN 3'
INTO BANK f NTO BANK
Section B -B'
BANK
2 Brush Riffle
5.2 of to Scale
SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
HEADER LOG
FLOy I I x a�-5% _
_
EXCAVATE POOL
\/PER PROFILE
� l
FLOW g�
Xe SCOUR
CR -RR
CR -B
POOL
V
PLACE HEADER BOULDERS
WITH V TO 2' CLEAR SPACE
BETWEEN ROCKS
SEE PROFILE
FOR LENGTH OF RIFFLE S TOP OF BANK (TVP) 12" THICK LAYER OF BRUSH
B HEAD OF RIFFLE
� TAIL OF RIFFLE
RIFFLE GLIDE A' POOL z - X•� \ AA/POOL
a G Profile A -A' BRUSH EXTENDS
O x w BRUSH EXTENDS
°1 0 UPSTREAM 5' MIN. UPSTREAM 5' MIN.
-- - LL3g a
TOE OFSLOPE
(TYP) TOP OF BANK (TYP)
TAIL OF RIFFLE ELEVATION
TOP OF BANK (TVP) POINT PER PROFILE
Plan View f
BURY MIN 3' BURY MIN 3'
INTO BANK f NTO BANK
Section B -B'
BANK
2 Brush Riffle
5.2 of to Scale
SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
HEADER LOG
FLOy I I x a�-5% _
_
EXCAVATE POOL
\/PER PROFILE
� l
FLOW g�
Xe SCOUR
/
POOL
i AA'
Section B -B'
(pNc HM
INVERT ELEVATION !XJ
SALVAGED ONSITE
COBBLE/GRAVEL2'
PER PROFILE
BED MATERIAL
PLACE HEADER BOULDER Plan View
TO PREVENT LOG FROM SHIFTING.
TOE OF SLOPE
4 Lo J -Hook
5.2 Not to Scale
NONWOVEN
FILTER FABRIC
FILTER FABRIC
EXTENDS 5' MIN.
IY4-LR3SKaJ
OFFSET HEADER LOG
0.25' TO 0.5' UPSTREAM
OF FOOTER LOG
`HEADER LOG
\FOOTER LOG
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710
FOOTER LOG
COVERLOG
A
MSN,
6" SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL 2'
HEADER LOG
STREAMBED
NONWOVEN/ / FOOTER LOG
FILTER FABRIC
\\y�iT\i/
o )
h
O O Y
�O ya
p� O/
TRANSPLANT/
p
BRUSH TOE
0
B
A'
20'-30. EXTEND FILTER FABRIC
5 MIN. UPSTREAM
A✓
Section A -A'
�s
Plan View
/�
) INVERT ELEVATION C
PER PROFILE
} A TOP OF BANK
n
A' FLOW
/ \ x
TOE OF
SLOPE
STABILIZE VANE HEADER LOG
WITH ONE BOULDER
I
h A, SCOUR ON EACH SIDE FOOTER LOG
POOL
Profile B - B'
NOTE:
COVER LOG/
ON SMALLER STREAMS THE STABILIZATION
B'
\ / BOULDER MAY BE REMOVED PER ENGINEER'S
FOOTER LOG
DISCRETION.
BURIED 6" BELOW
1'
EXCAVATE POOL
MAX POOL DEPTH
PER PROFILE
Section A -A'
Plan View
Vane
2Lo
5.3 , Not to Scale
Lunker Lo
5.3
JNot to Scale
A ROOT WAD
2' SILL ELEVATION
6" SALVAGED ONSITE PER PROFILE
COBBLE/GRAVEL
BED MATERIALEXCAVATED
SCOUR POOL
2� C
A
STREAMBED
FILTER FABRIC /\//�/\/0,
p C
Q
TOP OF BANK (TYP)
SILL ELEVATION
/�
PER PROFILE (NP)
TOE OF SLOPE (TYP)
TYP
A
ROOT WAD INSTALLATION:
FLOW
XTEND FILTER FABRIC
S. MIN. UPSTREAM
1. EXCAVATE A TRENCH A MINIMUM OF TWO
TIMES THE WIDTH OF THE TRUNK AND DEEP PlanView
Profile View
1
ENOUGH SUCH THAT /3 OF THE ROOTMASS IS
BELOW THE CHANNEL BOTTOM AND THAT A
FOOTER LOG CAN BE PLACED.
2. PLACE ROOT WAD IN TRENCH, BACKFILL, AND EROSION CONTROL MATTING
COMPACT.
S"10" BERM BANKFULL BENCH
77
5' MIN
Plan View
\SILL
HEADER LOG
EMBED LOG ELEVATION
FOOTER LOG
3' (MIN.) PER PROFILE (TYP)
Section A - A'
INSTALL ROOT WAD SUCH THAT 1/3 OF THE ROOT WAD
MASS IS BURIED BELOW THE CHANNEL BOTTOM (TYP) Section A -A'
Root Wad
4
5.3 Not to Scale
77 7
Lo Sill
3
5.3 Not to Scale
7'�+'N nM1LL
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1/3
B'
oaO
BRANCH CUTTINGS (NP)
16 GAUGE GALVANIZED
TYPE 2
I
TOE OF LOPE
TOP OF BANK TYP)
FILTER FABRIC
V'4 PpM B
WIRE SECURED TO STAKES
2 CHANNEL BED
JP \V1
TYPE2 TOE
F L PE
_
FILTER FABRIC
B
STRUCTURE ELEVATION POINT
TOE OF SLOPE (NP)
LOCATED ON FOOTER ROCK.
s
r —
\EXCAVATE POOL
1 PER PROFILE
MIX CLASS
A/1STONE
Section A -A'
SCOUR POOL TO BE
�33
EXCAVATED PER DIRECTION
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p
12" NOMINAL ICKNE55\\\
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EXTEND FILTER
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ELEVATION POINT PER PROFILE,
FABRIC 5' MIN.
TOP OF BANK
UPSTREAM
STRUCTUREINVERT
n
D
Section A -A'
ELEVATION POINT
L
m
PER PROFILE
STRUCTURE INVERT ELEVATION HEADER ROCK
PER PROFILE
SECURE WITH 24"
TOP OF BANK (TVP)
Plan View
LONG STAKES (TVP)
OE S
SLOPE
'\%�\�
TOE OF SLOPE TYP
Eco-Stake
fOOTER ROCK
Section View
CLASS A
A
STONE
CLASS B
SILL ELEVATION
EXTEND FILTER
STONE
EXTEND FILTER
FABRIC 5' MIN.
OF 35 BRANCH CUTTINGS
FABRIC T MIN.
Profile View
UPSTREAM
B -B'
WIRE SECURED TO STAKES
Rock Cross Vane
(1 INCH MAX. DIAMETER)
5.4 Not to Scale
Profile A -A'
1/3
Plan
p0
oaO
BRANCH CUTTINGS (NP)
16 GAUGE GALVANIZED
Plan
2Rock -Hook
5.4 Not to Scale
2 L� CHANNELBED
BRANCH CUTTINGS (NP)
16 GAUGE GALVANIZED
TYPE 2
I
TOE OF LOPE
LEAVE V-2' GAP
FILTER FABRIC
BETWEEN BOULDERS
WIRE SECURED TO STAKES
UPHILL
27
MIX CLASS
A /1 STONE
EXTEND FILTER
STRUCTURE ELEVATION POINT
FABRIC MIN.
LOCATED ON FOOTER ROCK.
UPSTREAM AM
Section A -A'
SCOUR POOL TO BE
EXCAVATED PER DIRECTION
OF THE ENGINEER.
p
12" NOMINAL ICKNE55\\\
'^ OF QUAL PARTSF
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ELEVATION POINT PER PROFILE,
p
TOP OF BANK
SLOPE (S
D
CLASS A, B, AND 1 STONE
Profile B -B'
m
2Rock -Hook
5.4 Not to Scale
6
�Yyz
S z,"'.,mz
v
2�o
a 20u~iE
Ap
710
BRANCH CUTTINGS (NP)
16 GAUGE GALVANIZED
2" 1.25
WIRE SECURED TO STAKES
UPHILL
27
m
O
p
12" NOMINAL ICKNE55\\\
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p
A
CLASS A, B, AND 1 STONE
SECURE WITH 24"
LONG STAKES (TVP)
'\%�\�
Eco-Stake
B
Section View
A
FILTER FABRIC
Typical Stakes
SILL ELEVATION
EXTEND FILTER
SHALL BE A MINIMUM
PER PROFILE
FABRIC 5' MIN.
OF 35 BRANCH CUTTINGS
16 GAUGE GALVANIZED
UPSTREAM
PER SQUARE YARD
WIRE SECURED TO STAKES
(1 INCH MAX. DIAMETER)
Plan View
Profile A -A'
TOP OF BANK TYP
FILL IN GAPS WITH
TOP OF BANK
SILL ELEVATION PER PROFILE
TOP SOIL.
NOTE:
1. BOARD FOR STAKES SHALL BE 2" X 2" X
24" OR 2" X 2" X 36" AS DIRECTED BY
THE ENGINEER.
EMBED S
TOEOFSLOPE
2. ROOTED/LEAFED CONDITIONS OFTHE
LIVING PLANT MATERIAL IS NOT
REPRESENTATIVE AT THE TIME OF
INTO
BANK (TYP)
(JYP)a
INSTALLATION.
Section B -B'
Boulder Sill
35.4
Not to Scale
Brush Mattress
4
5.4
Not to Scale
6
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DENSELY PACK BRUSH, WOODY DEBRIS AND SOIL
IN BETWEEN BASE LOGS
F
101j!
FVO�
EROSION CONTROL MATTING
BASE LOGS PERPENDICULAR TO FLOW
—BASE LOGS PARALLEL TO FLOW
►A' \ \ `BRUSH MATERIAL TO BE
Plan View \\ \\ INSTALLED FLUSH
WITH BANK
14'1U�i7�]q i i7767e1�1�ii iGPFj
BASE LOG
4"-6" DIAMETER
ELEV. 6" BELOW 2' ,.i
POOL DEPTH I MSN
BASE LOG
6-12" DIAMETER
BACKFILL
NATIVE SOIL
Section A -A'
Brush Toe - Large Streams
5.5 Not to Scale
Candy Creek Reach 2, 3, & 4
3' WIDTH PER TYPICAL SECTIONS
BACKFILL
EROSION CONTROL MATTING
MATTING 6
6"
ELEV. V ABOVE
FILTER FABRIC
DOWNSTREAM
'����%
DENSELY PACKED BRUSH, WOODY DEBRIS AND SOIL
RIFFLE INVERT
����/
DENSELY PACKED BRUSH, WOODY DEBRIS AND SOIL
Y PACKED WOODY DEBRIS
17
�/
BASE LOG
4"-6" DIAMETER
ELEV. 6" BELOW 2' ,.i
POOL DEPTH I MSN
BASE LOG
6-12" DIAMETER
BACKFILL
NATIVE SOIL
Section A -A'
Brush Toe - Large Streams
5.5 Not to Scale
Candy Creek Reach 2, 3, & 4
3' WIDTH PER TYPICAL SECTIONS
MATERIAL TO BE INSTALLED ELEV. 6" BELOW NATIVE SOIL
KITH BANK POOL DEPTH
Section A -A'
Brush Toe - Small Streams
5.5 Not to Scale
Candy Creek Reach 1, UT1C, UT11), UT2, UT3, UT4, UT5
NOTES:
1. OVEREXCAVATE 3' OUTSIDE OF TOP OF BANK (BANKFULL).
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.
4. 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.
5. BRUSH SHOULD BE ALIGNED SO STEMS ARE ROUGHLY PARALLEL AND IS INSTALLED
POINTING SLIGHTLY UPSTREAM.
6. INSTALL FILTER FABRIC OVER BRUSH/WOODY DEBRIS.
7. INSTALL EARTH BACKFILL OVER BRUSH/WOODY LAYER ACCORDING TO TYPICAL
SECTION DIMENSIONS.
8. SEED, MULCH AND INSTALL EROSION CONTROL MATTING AND BANK STABILIZATION
PER PLANS.
NOTES:
1. OVEREXCAVATE 3' OUTSIDE OFTOP OF BANK (BANKFULL).
2. INSTALL A DENSE LAYER OF BRUSH/WOODY DEBRIS, WHICH SHALL CONSIST OF
SMALL BRANCHES AND ROOTS COLLECTED ON-SITE AND SOILTO FILLANY 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.
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BACKFILL
EROSION CONTROL MATTING
MATTING 6
ELEV. 6" ABOVE
DOWNSTREAM
��/�
/j
FILTER FABRIC
RIFFLE INVERT
DENSELY PACKED BRUSH, WOODY DEBRIS AND SOIL
Y PACKED WOODY DEBRIS
�/
MATERIAL TO BE INSTALLED ELEV. 6" BELOW NATIVE SOIL
KITH BANK POOL DEPTH
Section A -A'
Brush Toe - Small Streams
5.5 Not to Scale
Candy Creek Reach 1, UT1C, UT11), UT2, UT3, UT4, UT5
NOTES:
1. OVEREXCAVATE 3' OUTSIDE OF TOP OF BANK (BANKFULL).
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.
4. 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.
5. BRUSH SHOULD BE ALIGNED SO STEMS ARE ROUGHLY PARALLEL AND IS INSTALLED
POINTING SLIGHTLY UPSTREAM.
6. INSTALL FILTER FABRIC OVER BRUSH/WOODY DEBRIS.
7. INSTALL EARTH BACKFILL OVER BRUSH/WOODY LAYER ACCORDING TO TYPICAL
SECTION DIMENSIONS.
8. SEED, MULCH AND INSTALL EROSION CONTROL MATTING AND BANK STABILIZATION
PER PLANS.
NOTES:
1. OVEREXCAVATE 3' OUTSIDE OFTOP OF BANK (BANKFULL).
2. INSTALL A DENSE LAYER OF BRUSH/WOODY DEBRIS, WHICH SHALL CONSIST OF
SMALL BRANCHES AND ROOTS COLLECTED ON-SITE AND SOILTO FILLANY 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.
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O H A N N E L
OS
Q
_
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B'
Q i
TOP OF BANK (TVP)
0 0
BACKFILL (ON-SITE ALLUVIUM 2'
DIN 0. 11 ITONE)
FLOW \�
�E M,IV
TTOE OF SLOPE (TVP)
CHANNELBED
TYPE 2 TOE OF SLOPE
FILTER FABRIC
Vim_ A A'
;ABANDONED
-CH NNEL
B STRUCTURE INVERT ELEVATIONS PER PROFILE.
---
_
SCOUR FLOW
3 I
3 POOL I ��
MIX CLASS
A/1 STONE
LENGTH PER PLANS \ ABANDONED CHANNEL
TOP OF BANK
\ A' \
/
EXTEND FILTER
FABRICTMIN.
Plan VCOMPACTED SELECT
MATERIAL WHEN ABANDONED CHANNEL 15 LEFT OPEN, INCREASE SLOPE TO
--
UPSTREAM
4:1 AND HARDEN BRUSH OR CLASS A & B STONE AS DIRECTED
Section A -A'
CHANNEL BACKFILL OR CONDITION
A
AS DEPICTED ON PLANS
Z
STRUCTURE INVERT ELEVATION
EROSION CONTROL MAT CHANNEL BACKFILL OR CONDITION
PER PROFILE HEADER ROCK
AS DEPICTED ON PLANS
TOP OF BANK TYP
SIDE SLOPE PER
Plan View
i ��E
TOE OF SLOPE TYP
TYPICALSECTION\
)�. l FOOTER ROCK
NOTE: DIMENSIONAL VALUES
LISTED ON SHEET 5.8.
MIXCLAS
A/1STONE
1PRnpmFnrI4ANNFI SECTION
EXTEND FILTER
Profile View
FAUPSITCS
Section A
REAMN
Rock A Vane
1
5.6 Not to Scale
n Channel Plug
5.6114ot to cale
SEED AND PLAN AS PER
r r r r
r r
PLANTING PLAN
r� r
INSTADDITIONAL VEGETATION SUCH OUTER LAYER 26 OZ / YD
LIVE STAKES, ROOTED SEEDLINGS, AND ETC. COIR MATTING INNER LAYER 11.2 OZ./YW
COCONUT FIBER BLANKET
COMPACTED SOIL 12" TO 18" THICK
LIVE CUTTINGS
\\ �\
BIODEGRADABLE EROSION /\ Inset "A"
CONTROL FABRIC (SEE INSET "A") \\/ w Matting and Blanket
COMPACTED FILL TO
\\\\/\/\/\ BE COMPOSED OF SOIL
�� �� r
OPTIONAL LIVE FASCINE F 2"
BUNDLE OR T COIR LOG
OLD CHANNEL TO
BE ABANDONED. AND FREE OF DEBRIS AND
BRUSH. �� ,� r ��
0 \\/
SECURED WITH 36" STAKES. w / \
i UPHILL
/
\\/\/
Vernal Pool Section
_ BASE FLOW
REAMBED
/
O
ROCK TOE PROTECTION ro
NOTE:
(CLASS B -VARIES PER
STREAM SIZE) 1. ROOTED/LEAFED CONDITION OF THE LIVING
PLANT MATERIAL IS NOT REPRESENTATIVE
OF THE I ME OF
z MAT AN7.E
2
2. BOTTOM OF FIRST COMPACTED EARTH LIFT
Section View TO BE PLACED 6" ABOVE NORMAL Tical Stakes
!O
BASEFEFLOW.
3. NUMBER OF COMPACTED EARTH LIFTS TO
Outlet Channel Section
OUTLET CHANNEL SHALL BE
VARY DEPENDING ON DESIGN TOP OF BANK
HEIGHT.
CONSTRUCTED TO DRAIN TO
NEAREST RIFFLE. LOCATION TO BE
DETERMINED DURING CONSTRUCTION.
Vernal Pool
ADD LOG OR DEBRIS JAM
TO PREVENT HEAD CUT.
3
5.6 Not to bale
4 Vegetated Soil Lift
5.6 Not to Scale
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I `"
1°
MAINTAIN LOW FLOW THALWEG
THROUGH CROSSING
Plan View
A/B STONE
WATER DIVERSION $" WATER DIVERSION
CHANNEL CHANNEL
t
NOTES:
1. FORD CROSSING SHALL BE INSTALLED
PERPENDICULAR TO CHANNEL BANKS.
2. MAINTAIN DIVERSION CHANNEL TO INSURE
RUNOFF DOES NOT ENTER CHANNEL.
3. CONTRACTOR SHALL DETERMINE
APPROPRIATE FORD DIMENSIONS.
TeMporaly Ford Cross in
5.7 Not to Scale
RIP -RAP COVERED BY
1 APPROPRIATELY LARGE
COARSE AGGERGI TE I OLL l I ANGULAR ROCK.
25' MIN.
Section View
3 Permanent Stream Crossing - Culvert
5.7 Not to Scale
20' MIN -I / 20' MIN
20' MIN
NOTES:
1. FORD CROSSING SHALL BE INSTALLED
PERPENDICULAR TO CHANNEL BANKS.
25' MIN.
NOTES:
1. THIS TYPE OF CROSSING CAN BE INSTALLED IN
BOTH A WET OR DRY WEATHER STREAM
CONDITION WHERE THE DRAINAGE AREA EXCEEDS
10 ACRES.
2. REMOVE DURING CLEANUP.
3. CONTRACTOR MAY ELECT TO USE A TEMPORARY
BRIDGE CROSSING. IF HE/SHE DOES, IT MUST
CONFORM TO THE "MANUAL FOR EROSION AND
SEDIMENT CONTROL IN [STATE]".
MAINTAIN LOW FLOW THALWEG
THROUGH CROSSING
Plan View
20' MIN
9" BASE CLASS A/B STONE
CAPPED WITH 3" #57 STONE
FILTER FABRIC
2 Permanent Ford Crossin
5.7 Not to Scale
O LLO � O
o ° Plan View
COARSE AGGREGATE
6" MIN. 48" PIPE DIAMETER
1/2 DIAMETER OF PIPE OR 12",
EARTH FILL COVERED BY
WHICHEVER 15 GREATER
APPROPRIATELY
LARGE AN GUAR ROCK.
SUPPORT LOG
Section View
3 Permanent Stream Crossing - Culvert
5.7 Not to Scale
20' MIN -I / 20' MIN
20' MIN
NOTES:
1. FORD CROSSING SHALL BE INSTALLED
PERPENDICULAR TO CHANNEL BANKS.
25' MIN.
NOTES:
1. THIS TYPE OF CROSSING CAN BE INSTALLED IN
BOTH A WET OR DRY WEATHER STREAM
CONDITION WHERE THE DRAINAGE AREA EXCEEDS
10 ACRES.
2. REMOVE DURING CLEANUP.
3. CONTRACTOR MAY ELECT TO USE A TEMPORARY
BRIDGE CROSSING. IF HE/SHE DOES, IT MUST
CONFORM TO THE "MANUAL FOR EROSION AND
SEDIMENT CONTROL IN [STATE]".
MAINTAIN LOW FLOW THALWEG
THROUGH CROSSING
Plan View
20' MIN
9" BASE CLASS A/B STONE
CAPPED WITH 3" #57 STONE
FILTER FABRIC
2 Permanent Ford Crossin
5.7 Not to Scale
DIVERSION CHANNEL
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3 "
MUD MATS
X' DIM
WATT
SUPPORT LOG
FILTER FABRIC
12" 0 MIN.
CLASS B
STONE
NOTE:
1.
CONSTRUCT STREAM CROSSING WHEN FLOW IS AT NORMAL
BASEFLOW.
2.
MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS. DO NOT
EXCAVATE CHANNEL BOTTOM.
3.
INSTALL STREAM CROSSING PERPENDICULAR TO THE FLOW.
4.
MAINTAIN CROSSING 50 THAT RUNOFF IN THE CONSTRUCTION ROAD
DOES NOT ENTER EXISTING CHANNEL.
5.
STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE EDGE OF THE
MUD MAT.
6.
CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP ANGLE
ACCORDING TO EQUIPMENT UTILIZED.
DIVERSION CHANNEL
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2' TYPICAL
BUFFER WIDTH
DIBBLE BAR
VARIES
PLANTING BAR SHALL HAVE A
BANKFULL BLADE WITH
ATRIANGULAR
NOTES:
CROSS-SECTION,
AND SHALL BE 12
INCHES LONG, 4 INCHES WIDE AND 1.
RESTORED 1 INCH THICK AT CENTER.
ALL SOILS WITHIN THE BUFFER
PLANTING AREA SHALL BE DISKED, AS
\
CHANNEL
REQUIRED, PRIOR TO PLANTING.
2.
ALL PLANTS SHALL BE PROPERLY
HANDLED PRIOR TO INSTALLATION TO
ROOTING PRUNING
INSURE SURVIVAL.
SPACING PER
PLANTING PLAN
ALL ROOTS SHALL
BE PRUNED TO
�\
AN APPORIATE LENGTH TO/
Section View PREVENT J -ROOTING.
�//
F
j�
j
T
2x CONTAINER WIDTH
INSERT THE DIBBLE, OR
REMOVE THE DIBBLE, OR INSERTTHE DIBBLE, OR PUSH THE DIBBLE, OR
PULL BACK ON THE HANDLETO
REMOVE THE DIBBLE, OR
SHOVEL, STRAIGHT DOWN
SHOVEL, AND PUSH THE SHOVEL, SEVERAL INCHES IN SHOVEL, DOWN TO THE
CLOSE THE BOTTOM OFTHE
SHOVEL, AND CLOSE AND FIRM
INTO THE SOILTO THE FULL
SEEDLING ROOTS DEEP INTO FRONT OF THE SEEDLING FULL DEPTH OF THE BLADE.
PLANTING HOLD. THEN PUSH
UP THE OPENING WITH YOUR
DEPTH OF TH E BLADE AND
THE PLANTING HOLE. PULLTHE AND PUSH THE BLADE
FORWARD TO CLOSE THE TOP,
HEEL. BE CAREFUL TO AVOID
PULLBACK ON THE HANDLE
SEEDLING BACK UP TO THE HALFWAY INTO THE SOIL.
ELIMINATING AIR POCKETS
DAMAGING THE SEEDLING.
TO OPEN THE PLANTING
CORRECT PLANTING DEPTH TWIST AND PUSH THE
AROUND THE ROOT.
HOLE. (DO NOT ROCKTHE
(THE ROOT COLLAR SHOULD BE HANDLE FORWARD TO
SHOVEL BACK AND FORTH
1 TO 3 INCHES BELOW THE SOIL CLOSE THE TOP OF THE SLIT
ASTHISCAUSES SOILINTHE
SURFACE). GENTLYSHAKETHE TO HOLD THE SEEDLING IN
PLANTING HOLE TO BE
COMPACTED, INHIBITING
SEEDLING TO ALLOW THE PLACE.
�\ Planting
ROOTGROWTH.
ROOTS TO STRAIGHTEN OUT.
DO NOT TWIST OR SPIN THE
/ 2 \Containerized
5.8 Not to Scale
SEEDLING OR LEAVE THE ROOTS Bare Root Planting
1 -ROOTED. 1
5.8 of to bcale
TOPOFBANK
SG
1A tO\(dQ\
�Na+ EROSION CONTROL
_
/ MATTING
\\\✓ (SEE DETAIL)
TOPOFBANK
LIVE STAKE (TYP)
TOE OF SLOPE
TOE OF SLOPE
—ING FOR LIVE—KES
3'-S'SPACING FOR (UNCUS PLUGS
LIVE STAKE (TYP)
3'
O \OFOR
SEE PLAN VIEW
3-3'SPACING FOR OVE STAKES
EROSION CONTROL SPACING
MATTING
JUNCUS PLUG (SEE DETAIL)
Section ViewFLOW
w 0
G o
Plan View
Candy Creek, UT3, UT4, L)T3
AT NORMAL BASE
TOE (TYP)
TOE OF SLOPE \
TOP OF BANK
LIVE STAKE (TYP) TOP OF BANK
74„to Age A A A.
A 3^ A A A d
1/2" ETR j a
DIAMETER in p
0
T OUTSIDE TOP OF BANK
\
d A A A
Live Stake Detail
Section
View
A A A A A
TOE OF SLOPE
Plan View
TOE OF SLOPE
NOTE:
1. LIVE STAKES TO BE PLANTED IN AREAS AS SHOWN ON
PLANS AND DIRECTED BY THE ENGINEER.
6'- 8' SPACING FOR LIVE
Live Staking
STAKES
3' - S' SPACING FORIUNCUS
NOTE:
W
3
5.8 Not to Sc e
PLUGS
Plan View
1. LIVE STAKES TO BE PLANTED IN AREAS AS SHOWN ON
O
N m
UT1C, UT1D, UT2, MA, UT2B
PLANS AND DIRECTED BY THE ENGINEER.
1/2” TO 2"
DIAMETER m ❑
z
0
Streambank
Planting
4
5.8 Not to Scale
Live Stake Detail
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TRANSPLANTED SOD AND ROOTMASS
TOP OF BANK
EROSION CONTROL
MATTING (TYP.)
i
^ Section View
NOTES:
1. PREPARE THE BANK WHERE THE SOD MAT WILL BE TRANSPLANTED
BY RAKING & FERTILIZING.
2. EXCAVATE TRANSPLANT SOD MATS WITH A WIDE BUCKET AND AS
MUCH ADDITIONAL SOIL MATERIAL AS POSSIBLE.
3. PLACE TRANSPLANT ON THE BANKTO BE STABILIZED.
4. SECURE WITH SOD STAPLES.
5. FILL IN ANY HOLES AROUND THE TRANSPLANT AND COMPACT.
6. ANY LOOSE SOIL LEFT IN THE STREAM SHOULD BE REMOVED.
7. PLACE MULTIPLE TRANSPLANTS CLOSE TOGETHER SUCH THATTHEY
TOUCH.
8. INSTALL EROSION CONTROL MATTING ABOVE TRANSPLANTED SOD
MATS.
TRANSPLANTED SOD AND ROOTMASS
1 Transplanted Sod Mats
5.9 Not to Scale
OFBANK
OF SLOPE
CONSTRUCTED RIFFLE
❑❑❑❑❑❑
❑❑❑❑❑❑
6' MAX. WITH WIRE
ATTACH SAFETY FENCE
TO METAL POSTS USING
METAL WIRE TIES
ORANGE SAFTY
FENCE
"T" OR "U" POST DRIVEN MINIMUM OF
18" INTO GROUND
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Z
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
v
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ i
NOTES:
MATERIAL SPECIFICATIONS
1. PROVIDE TURNING RADIUS SUFFICIENTTO
PHYSICAL PROPERTY
TESTS
REQUIREMENTS
MATERIAL
N/A
POLYETHYLENE
RECOMENDED COLOR
N/A
"INTERNATIONAL ORANGE"
TENSILE YIELD
ASTM D638
AVE. 2000 LBS. PER 4' W IDE
ULTIMATE TENSILE STRENGTH
ASTM D638
AVE. 2900 LBS. PER 4'WIDE
ELONGATION AT BREAK (%)
ASTM D638
GREATER THAN 1000%
CHEMICAL RESISTANCE
N/A
INERT TO MOST CHEMICALS AND ACIDS
6' MAX. WITH WIRE
ATTACH SAFETY FENCE
TO METAL POSTS USING
METAL WIRE TIES
ORANGE SAFTY
FENCE
"T" OR "U" POST DRIVEN MINIMUM OF
18" INTO GROUND
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Z
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
v
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ i
NOTES:
1. PROVIDE TURNING RADIUS SUFFICIENTTO
ACCOMMODATE LARGE TRUCKS.
5. LOCATE CONSTRUCTION ENTRANCE ATALL POINTS
OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
PROVIDE FREQUENT CHECKS OF THE DEVICE AND
TIMELY MAINTENANCE.
6. MUST BE MAINTAINED IN A CONDITION WHICH
WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS. PERIODIC TOP DRESSING WITH
STONE WILL 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.
3 Construction Entrance
5.9 of to tcale
Z
f
n Safety Fence
5.9 of to cale
0
Cl
R
INSTALL AND MAINTAIN THREE
CHECK DAMS LOCATED AT
DOWNSTREAM LIMITS OF PROJECT.
Plan View
2'MIN. SPILLWAY CREST
NO. 57 STONE 4 INCHES -"I L -
WIDE ON UPSTREAM FACE
FLOW .n CLASS B RIPRAP
5' MIN.
Section A -A'
TOP OF BANK
20 -}- 20' Z/a STREAM
WORK FLOW I WIDTH
AREA -
CONTRACTOR SHALL REMOVE CLASS B RIPRAP
Profile View SEDIMENT WHEN DEPTH
REACHES 12". Section B -B'
TOE OF SLOPE
i

6" MIN. OVERLAB IN
DOWNSTREAM DIRECTION
12" STAKE (TYP) AT MAP ENDS
ECO -STAKE (TYP) TOP OF BANK
A
s Mqk + + + -1- + +
SPgC/NG. + + + + + + + +
+( - '1- -1- 'i- '( 1 u �
12" STAKE (TYP) \ TOE OF SLOPE
Plan View
EROSION CONTROL
MATTING (TYP)
ECO -STAKE (TYP)
i
TOE OF SLOPE
Section View
STAKE (TYP)
A Typical Stake Eco -Stake
�TOPOFBANK
SECURE MATTING IN
6" DEEP TRENCH
STAKE (TYP)
(!�j:) Erosion Control Matting
510 Not to Scale
IMPI
('
(SEE INSET "A")
ZED OUTLET
RIPRAP AND
FILTER FABRIC.
(SEE INSET "C")
Plan Views \i \ 'FILTER FABRIC
Inset "C'
3
Pump Around System Stabilized outlet
5.10 Not to Scale
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6
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8' MAX. WITH WIRE
(6' MAX. WITHOUT WIRE)
MIDDLE AND VERTICAL WRES
SHALL BE 12 i GAGE MIN.
FILTER FABRIC
i�
TOP AND BOTTOM STRAND
`t
SHALL BE 10 GAUGE MIN.
,0�
WIRE
G�
FILTER FABRIC
NOTES: COMPACTED FILL EXISTING GROUND
1. USE WIRE A MINIUM 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 a°
AND FASTEN ADEQUATELY TO THE WIRES AS F z
DIRECTED BY THE ENGINEER. p i
3. PROVIDE S'STEEL POST OF THE SELF -FASTENER -�-I 4"
�o
ANGLESTEELTYPE. ANGLESTEELTYPE. EXTEND FABRIC w
4
INTO TRENCH
Temporary Silt Fence
5:Loj INjot to Scaie
o U
HIGH STRENGTH
\
DOUBLE STITCHED31
'J" TYPE SEAMS.
BAG PLACED ON
x
A
iATED OR STRAW.
SEWN IN SPOUT EXISTING TERRAIN DEWATERING BAG
i -I Q
HIGH STRENGTH STRAPPING
U U
DEWATERING
R HOLDING HOSE
BAG
N
WATER FLOW j STREAM BED
� ;..4
15'
FROM PUMPW7
FLEXIBLE 8 of CLASS B RIPRAP
O
U�
DISCHARGE HOSE FILTER FABRIC
�1
15' to 20'
Inset "A" NOTE:
Dewa 2g Bad
1. PROVIDE STABILIZED OUTLET TO
STREAMBED.
SAND BAG
(24" X 12" X 6")
OR STONE,
IMPERVIOUS SHEETING
FLOW
Inset "B"
IMPERVIOUS DIKE
Impervious Dike
(SEE INSET "B")
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
10' MIN. PUM/ PAROUND PUMP HELD PLACE
WI HA
SAND GS AS NEEDED.
ZED OUTLET
RIPRAP AND
FILTER FABRIC.
(SEE INSET "C")
Plan Views \i \ 'FILTER FABRIC
Inset "C'
3
Pump Around System Stabilized outlet
5.10 Not to Scale

TOP OF BANK (NP)
ANGLED BRUSH SECURE WITH SUPPLEMENTAL BOULDERS, 2x2x2' MIN TOP OF BANK
TOE LOG TOE OF SLOPE (NP) ON-SITE MATERIAL IS ACCEPTABLE
BRANCH CUTTINGS
16 GAUGE GALVANIZED
2" 1 25"
(TYP)
1'
WIRE SECURED TO STAKES
UPHILL
A' FL�_W
8 FLOW 2x2 STAKE, 36" LENGTH MINIMUM
LIVE FASCINE BUNDLE OR
12" COIR LOG SECURED
PLACE LOOSE ALLUVIAL FILL
WITH 36" STAKES AND WIRE
SETB IL--- BRUSH TOE LOG
bGgFyZOG
jl� to z
OpF DIV 2
%
�
SECURE WITH 6"
Section 13-13'//
\N
Eco -Stakes (NP)
O m
z B' b a N
A USE BRUSH, STONE OR OTHER METHOD TO TIGHTLY PLUG
SECURE WITH 24"
Plan View JOINT BETWEEN BRUSH LOG AND BANK
LONG STAKES (TYP) Eco -Stake
INSTALL FERN OR OTHER TRANSPLANTS
Section View
WHERE AVAILABLE, MIN 6" ABOVE
Typical Stakes
PROPOSED WATER SURFACE
SHALL BE A MINIMUM
OF 35 BRANCH CUTTINGS
16 GAUGE GALVANIZED
EXISTING BANK,
PER SQUARE YARD
WIRE SECURED TO STAKES
USE COIR FIBER MATTING AS F PRESERVE ROOTS OF
(1 INCH MAX. DIAMETER)
DIRECTED TO STABILIZE LOOSE FILL EXISTING TREES TO REMAIN
TOP OF BANK NP
NOTE:
18-30" BRUSH AND LOG BUNDLED
FILL IN GAPS WITH
1. PLACE 36" STAKES OR BOULDERS EVERY 3'. WITH WIRE AND SECURED
1 a
TOP SOIL.
2. STAKES MAY CONSIST OF COMPARABLE DIAMETER AND WITH 36" STAKES
NOTE:
LENGTH.
3. CONSTRUCT BRUSH TOE LOG OF FRESH CUT BRUSH AND /�?�
1. BOARD FOR STAKES SHALL BE 2" X 2" X
LIMBS Y2" TO 6" DIAMETER. TIGHTLY PACK AND USE j��%a
24" OR 2" X 2" X 36" AS DIRECTED BY
VARIOUS SIZES TO CREATE SOLID MASS. _ .
4. PACK LEAVES WITH BRUSH WHEN AVAILABLE AND WRAP
THE ENGINEER.
LIVE FASCINE BUNDLE 2, ROOTED/LEAFED CONDITIONS OF THE
WITH JUTE.
OR 12" COIR LOG. LIVING PLANT MATERIAL IS NOT
5. SECURE BUNDLE WITH WIRE, AND JUTE WHEN LEAVES
TOE OF SLOPE (TVP) REPRESENTATIVE AT THE TIME OF
ARE USED.
INSTALLATION.
6. EXTEND OUTTO CREATE BOTTOM WIDTH OF TYPICAL J SECURE COIR MATTING
WHERE USED (TYP)
SECTION AT UPSTREAM EXTENT OF TOE LOG
7. ENGINEER MAY REQUIRE CONSTRUCTION OF PRACTICE 2
BY HAND WHERE EQUIPMENTACCESS IS LIMITED BACKFILL (ON-SITE ALLUVIUM)
ti
Section A -A'
2 Brush Mattress with Coir Log
Brush Toe Log
s 11 Not to Scale
5.11 Not to Scale -- _
NATIVE MATERIAL AND COURSE FILL BACKFILL (ON-SITE NATIVE
FROM EXISTING STREAMBED. MATERIALS OR NO. 57 STONE)
REPLACE ERODED BANK WITH 2:1
SLOPE. HEADER ROCK
B 1' OFFSET HEADER
1' 0.25' TO 0.5'
EXISTING UPSTREAM OF FOOTER
FLOW A ERODED BANK CHANNELBED
/
_ A FOOTER ROCK
EXTEND FILTER FABRIC
FIBERGLASS OR
T MIN. UPSTREAM
OTHER APPROVED
O B
k0
INSULATED POST
Section A -A'
FIBERGLASS OR
OTHER APPROVED
Plan View
INSULATED POST
z TOP SITS 0.5'
a NORMAL
x ABOVE BASEFLOW.
12.5 GUAGE MIN
BASEFLOW 6
SINGLE STRAND
TOP OF BANK
GALVANIZED
STEEL WIRE OR
30-34"
APPROVED 12.5 GUAGE MIN
\ `EXISTING
ALTERNATE. SINGLE STRAND
LV
GAANIZED
�. ERODED BANK
STEELWIRE OR
Section 13-13'APPROVED
FOOTER ROCK
ALTERNATE,
HEADER ROCK
SPACED TO MAINTAIN I
4,1,4
WIRE HEIGHT
FST
BASEFLOW c FLOW
/� 0
LINE BRACES hFiG (1.
1
ELEVATION SLOPE
hT RF
_y,
/
NOTE: :� , i.
� I_ �. — / /j vi
�v
CORNER BRACE
/ y,�15%�� '
1. FOR STREAM BEDS WITH�l •�/
COARSE SUBSTRATE EMBED BOULDERS 1,0' (MIN) FOOTER ROCK
PROVIDE FOOTER ROCKS. BELOW CHANNEL BED
NOTES:
Profile View C -C
1. SEE SPECIFICATIONS FOR ENERGIZING,
GROUNDING, AND INSULATION
REQUIREMENTS.
Boulder Toe Protection
5.11 Not to Scale
Cattle Exclusion Fence
4
5.11 NCDOT Detail No. 866.04
Not to Scale
V)
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710