20131305 Ver 1_Site Plan_20131218

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Acrony Acres Mitipration Site �n
Cape ]Fear River Basin 03030002
Guilford County, North Carolina
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BEFORE YOU DIGU
CALL 1-800 -632 -4949
N C ONE —CALL CENTER
ma THE LAW
Nort h Caroling Ecosystem
Enhancement Program
I.fill
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PROGRAM
DRAFT PLANS
OCTOBER, 2013
ISSUED FOR REVIEW
Stream
Stream Origins
Latitude
Longitude
UT1
N 360 10'27 15"
W 790
33' 03 90"
UTIA
N 360 10' 29 43"
W 790
32' 37 10"
UT1B
N 360 10'40 87"
W 790
33' 03 05"
UT2
N 360 10'46 12"
W 79°
32'27 79"
Sheet Index
Title Sheet
Protect Overview
General Notes and Symbols
Typical Sections
Stream Plan and Profile
Planting Notes and Vegetation Tables
Planting Overview
Planting Plan
Erosion and Sediment Control
Details
Project Directory
Surveying
Kee Mapping & Surveying, PA
111 Central Avenue
Asheville, NC 28801
Brad Kee, PLS
828 - 645 -8275
Engineering
Wildlands Engineering, Inc
License No F -0831
5605 Chapel Hall Road, Suite 122
Raleigh, NC 27607
Nicole Macaluso, PE
919 - 851 -9986
RECEIVED
UEC 1 3 2013
V, ECOSYSTEM
ENHAi4CEMENT PROGRAM
01
02
03
11 -16
21-221
30
31
3 2 -3 3
Not Included
51-55
Owner
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699 -1652
Jeff Jurek
919- 707 -8976
DENR Contract No 004949
EEP ID No 95716
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General Notes:
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General Notes
1 All erosion and sediment control practices shall comply with the North Carolina
Erosion and Sediment Control Planning and Design Manual
2 Contractor will install pump - around systems to divert flow while working in live
flowing channels The Contractor shall operate and maintain the pump- around
system twenty four hours a day unless all disturbed areas within the pump- around
work area can be stabilized by the end of the work day Contractor shall not remove
pump - around systems and advance to the next work area until the current work
area is completed and stabilized
3 In areas without a pump - around system, Contractor shall disturb only as much
channel bank as can be stabilized with temporary seeding, mulch and erosion
control matting by the end of each workday
4 When crossing an active section of new or old stream channel a mud mat shall be
installed according to the details
5 All graded areas with slopes steeper than 3 1 will be stabilized within seven days
All other areas will be stabilized within 14 days
6 Locations for staging and stockpile areas and stream crossings have been provided
on the plans Additional or alternative staging and/ or stockpile areas and stream
crossings may be used by the Contractor provided that all practices comply with the
North Carolina Erosion and Sediment Control Planning and Design Manual and are
approved by Engineer prior to implementation
7 Various types of constructed nffles are specified on the plans Contractor will build
the specific types of constructed riffles at locations shown on the plans Changes in
constructed riffle type must be approved by the Engineer
8 Contractor Is to make every effort to avoid damaging or removing existing trees
9 Under no circumstances will the Contractor exceed the limits of disturbance shown
on the plans
10 Contractor to remove all metal debris on site
Existinir Features
PL PL
Existing Property Line/ Right-of-Way
X X
X Existing Fence
- - - - -- 100- - - - - -- Existing Major Contour
- - - - -- -101 - - -
- - - - Existing Minor Contour
- - TB - - - - - TB - - - -
- TB - -- Existing Top of Bank
See Detail 3 Sheet 5 3
Proposed Roller Log
Existing Stream Ford
R/W
Existing Right of Way
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Existing Pipe Culvert
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Existing Bedrock
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Existing Wetland
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Existing Boulders/ Cobble
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Overhead Utility Line
Construction Sequence
1 Contact North Carolina "ONE CALL" Center (1 800 632 4949) before any
excavation
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2 Mobilize equipment and materials to the site
3 Identify and establish construction entrance, staging and stockpile areas, haul
roads, erosion and sediment control practices, tree protection fencing and
stream crossings as indicated on the plans for work areas
4 Construction traffic will enter the site from the two construction entrances shown
on the plans at Sockwell Road All haul roads shall be monitored for sediment
loss on a daily basis In the event of sediment loss, sift fence or other acceptable
sediment and erosion control practices shall be installed
5 Set up temporary facilities, locate equipment within the staging area, and
stockpile materials needed for the initial stages of construction within the
stockpile area(s)
6 Perform any necessary clearing and grubbing in phases as work progresses
Bank vegetation and vegetation immediately adjacent to live channels shall be
left undisturbed as long as possible
7 Construction should generally progress from upstream to downstream to prevent
sediment runoff from upstream construction on completed downstream reaches
8 In areas where a pump around is required as shown on the plans, install
impervious dikes at upstream and downstream ends of pump around locations
The pump around operation shall be performed between these locations as
described in the plans and details The pump around operation shall be installed
in a manner that it will be allowed to run for twenty four (24) hours a day unless
channel within the pump around location can be stabilized within the work day
9 Perform excavation and grading of channel and floodplain Grade area between
upstream and downstream dike locations where pump around operations are
needed
10 Stockpile soil in designated stockpile areas as necessary Ensure that silt fence
is properly installed and functioning along stream side of the stockpiles as shown
on Erosion and Sediment Control Plan (ESC Plan)
11 Construct in- stream structures and install riffle features according to plans and
details
Proposed Futures
CE CE Proposed Conservation Easement
10 +00
--- -� - - -- Proposed Thalweg Alignment
Proposed Bankfull
00 Proposed Major Contour
Proposed Minor Contour
Proposed Pipe Culvert
d Permanent Ford Crossing
Proposed Fence
SAF SAF— Safety Fence
Construction Sequence
11 Seed, mat and mulch banks and floodplain areas according to plans and details
12 Once disturbed areas and exposed slopes are stabilized, remove pump around
system if used, and progress to the next phase Note At certain locations water
will be rerouted to the newly constructed channel in conjunction with removal of
pump around systems
13 Backfill abandoned channel sections with stockpiled soil all non - native, invasive
species shall be treated and /or removed from the old channel prior to backfilling
14 Seed and mulch any backfill sections before proceeding to next phase
15 Once all phases of channel and floodplain construction are complete, prepare
the floodplain for planting per the specifications
16 Remove temporary stream crossings, stockpile areas and erosion and sediment
control devices
17 Apply permanent seed, mulch and vegetation in the floodplain
18 Ensure that the site is free of trash, debris and any leftover construction
materials prior to demobilization
19 Demobilize grading equipment from the site
20 Seed, mulch and stabilize staging areas stockpile areas and construction
entrances
Stream Features
CR -NM Proposed Constructed Riffle Native Material
See Detail 1 Sheet 51
CR -CH Proposed Chunky Riffle
See Detail 2 Sheet 51
CR -VdD Proposed Woody Riffle
See Detail 3, Sheet 51
CR -AL Proposed Angled Log Riffle
See Detail 4 Sheet 5 1
CSP Proposed Cascade Step Pool
See Detail 2 Sheet 5 5
Proposed Angled Log Drop
See Detail 1 Sheet 5 2
O Proposed Log J -Hook
See Detail 2 Sheet 5 2
Proposed Log Vane
See Detail 3 Sheet 5 2
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Proposed Brush Toe
See Detail 2 Sheet 5 2
Proposed Rootwad
See Detail 3 Sheet 5 2
Proposed Cover Log
See Detail 4 Sheet 5 2
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Proposed Brush Mattress
See Detail 1 Sheet 5 3
Proposed Vernal Pool
See Detail 2, Sheet 5 3
Proposed Transplanted Sod Mats
See Detail 3 Sheet 5 3
Proposed Roller Log
See Detail 1 Sheet 5 5
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UTI Reach 3
Stream Plan and Profile
ON
WILDLANDS
I
ENGINEERING
5605 Chapel M11 Road, Ste 122
ty
Ralctgh, NC 27607
Tel [phone]
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Stream Plan and Profile
ON
WILDLANDS
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5605 Chapel M11 Road, Ste 122
ty
Ralctgh, NC 27607
Tel [phone]
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z
630
630
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615
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613
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135 +50 136 +00 136 +50 137 +00 137 +50
138 +00 138 +50
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WILDLANDS
x
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W
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',S •"d
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ENGINEERING
5605 Chapel H,11 Road, Ste 122
� j O
Raleigh, NC 27607
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j ©,q
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i
I
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STA
= 140
+91 80
/
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ELEV = 613 89
/
1
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STA = 141 +37 89
9
4
@
m
I
STA
ELEV = 613
= 141 +48 35
45
EL IV = 61 i 55
STA = 141 +60 35
�
ELEV= 61255
35
STA = 141 +72
ELEV= 61348
1
b
a
I
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u
m
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STA = 142 +20
ELEV = 61311
95
I
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m
N
/
STA = 142 +42 84
ELEV = 613 11
/
e
STA = 142
+59 82
ELEV=
81292
to y
<D
m N
O
STA
= 142
+77 66
ELEV=
61292
n
\
/
N
N�
I
STA
= 143+
0580
ELEV
=61267
m w
e
m
STA
= 143
+25 80
ELEV= 61267
/
/
=
I
STA = 143 +39 55
/
STA = 143
+46 55
EL EV--61
2 57
ELEV= 61005
II
A= 143 +60
55
ELEV
= 812 57
W
C�� �j�
WILDLANDS
',S •"d
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ENGINEERING
5605 Chapel H,11 Road, Ste 122
� j O
Raleigh, NC 27607
Tel [phone]
j ©,q
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Tirm License No F -0831

10247013
R-.,.-
Agony Acres Mitigation Site
Guilford County, NC
0 W I L D L A N D S
ENGINEERING
5605 Chapel Hill Road, Ste 122
Raleigh NC 27607
Tel 919 8q1 9986
Fax [phone]
FiMa Licenw No F 0811
005-0213.
D.-8> CLhI
Cl—ke By jwii
2. 10
UT1 Reach 4 & 5
Stream Plan and Profile
-----------
STA =
144+05
98
ELEV' = 612 iS
% "X 1,18
STA 144+14 27
ELEV = 610 3 0
M
a
-STA =
144+30
85
z
41
6
ELEV 612 28
C
IT
STA =
144+49
85
ELEV = 81218
-STA
144+62 0,,
ELEV = 611 38
wMw
STA -' 144-74 33
0
X
ELEV - 611 38
1144+86
1
;U
C-)
GO M
STA -
58
ELEV=
61218
_0
n
M
LU T1 1 1,
STA
= 145+11
89
F�
ELEV = 611
b
" M
LU + V"Ii i
3
STA
= 1451,.
ELEV - 61048--
i A
11
STA = 145+41 56 -
it '1 17 --------
+
N
ELEV 610 48
---
STIA = 145-56
39
LU
--ELEV=
611 75--
0
z LU
0
10
STA
145,07
19
ELEV
61128
—
C-)
U.1 X\ 00 1 M
Mr.-
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STA-146-2378
61010,
ELEV =61010
STA = 146+42
07
It
4:
ELEV = 610 98
It
LU I
0
;0
rr
STA =
146,99
65
C)
ELEV -1 610 17
o
STA
147+10
55
IN
LEV = 60892
i 0
STA
ELEV
= 147+2146
6 0892
1147+32
(®r"O (D o, TIM
U,
1 1
36
X\1
ELEV = 61017
it
C)
9
+
M
STA
= 147+67
00
LU
—ELEV= 60964
STA 147+8; 02
ELEV = 608 33
STA = 147+ 94 03
EL�V
'
V60962
I '1
11
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no I , --: , " 1
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TA
--
r
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95
—
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ELEV= 60915
0/
STA 148 +3618
8*80
—ELEV= 60780
k %
S TA = 148,47 79
ELEV= 60885 -
II
+
T
O
10247013
R-.,.-
Agony Acres Mitigation Site
Guilford County, NC
0 W I L D L A N D S
ENGINEERING
5605 Chapel Hill Road, Ste 122
Raleigh NC 27607
Tel 919 8q1 9986
Fax [phone]
FiMa Licenw No F 0811
005-0213.
D.-8> CLhI
Cl—ke By jwii
2. 10
UT1 Reach 4 & 5
Stream Plan and Profile

N—I� 2s,201
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STA = 148 +80 85
ENGINEERING
5605 Chapel Hdl Road, Ste 122
7
Ralagh, NC 27607
rn
19 8 51 9986
Td 9198519986
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ELEV
= 606
58
\
ELEV
=
607 90
o
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STA
= 149 *09
87
ELEV
= 60658
STA = 149 +24 37
/
EL
EV - 607 80
STA
= 149 +47
37
\
STA = 149
+47 15
ELEV
= 805 57
ELEV =
607 08
I
ELEV
- 605 57
STA = 11
137
ELEV
= 60676
�
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11
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STA = 150 +17
ELEV - 605
53
m m
A O
-
36
—
STA -150+5514
1
ELEV= 60440
-FT
-
STA = 150
+73 95
ELEV - 605 06
j
I
STA ='1511154'0
ELEV = 604 15
STA = 151 +32 00
n
ELEV =
604 08
o
n
44-1
STA
ELEV = 603 04
=152 +1073
ELEV = 601 82
STA - 15I +22 92
ELEV =60182
STA = 152 +35 11
m/ I
\ I'
/ei+ / �• '( I' A ♦\ i i ('
o
'ELEV ='603 02
STA = 152 +63 38
ELEV =60237
STA = 152 +7839
ELEV = 60112
STA = 152 +93 43
1 1
— — —� STA 153+70
MATCH LINE
ELEV = 801 12
I
1
STA = 153 +08 48
ELEV = 60228
°
° °i
STA
= 153 +31 88
/
ELEV
= 601 83
o
I
= 153
+63 58
\
STA
ELEV
N
�
=
600 90
O A
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Dore 10142013 Re. -
Jab N,—h- WA2136 Agony Acres Mitigation Site
P"' En — NMI
D-63 CLM Guilford County, NC
chi G�� ��1)
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Chmkad 91 1wIl
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ENGINEERING
5605 Chapel Hdl Road, Ste 122
7
Ralagh, NC 27607
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19 8 51 9986
Td 9198519986
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f0.1,
F.. 919 8519987
F— L-n-N. F-0831

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Datc 10.242013 Rcn.,o=a
Jab N,—I— 005 -02136
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5605 Chapel I-hll Road, Sic 122
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v � s
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Y— license No F -0831
A
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41 O,
Agony Acres Mitigation Site
Guniffo rd County, NC
UT1 Reach 5
Stream ]Plan and Profile
G�'�
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ON
WILDLANDS
ENGINEERING
5605 Chapel I-hll Road, Sic 122
Raleigh, NC 27607
fed p ,
Tel [phone]
Fax [phone]
Y— license No F -0831
\
STA = 153+79 44
I
ELEV
= 601
53
I
I I
I
II
I
STA =
154 +26
31
I
STA
= 154
+25 76
ELEV = 59941
EL
ELEV
= 600
83
I
I
I
I
v
�
I
STA = 154 +62 47
ELEV= 59941
— -
—
STA = 154 +80 82
ELEV = 600 53
/
STA = 155 +31 39
ELEV= 59995
155 +40 42
1
STA =
1
ELEV = 599 13
STA - 155 +49 44
o
G
ig
a
e +
N
ELEV = 599 13
STA = 155 +58 47
N
I
ELEV = 59995
I
STA =
155 +83 17
ELEV = 59816
a
I
I
I
I
STA =
156 +26
29
ELEV =
598 15
I
STA = 156
+4818
I
ELEV = 599 02
I
w
N
11
I
�,
II
o
I I
STA = 156 +91
ELEV = 59814
39
I
I
1/
STA
= 157
+19 11
ELEV
I
= 596
79
= 157
+32 97
STA
ELEV
= 597 84
N
I
I
A N
/
STA
= 157
+70 68
ELEV
= 596 91
M 0
C D
/
/
STA
= 157 +87
05
ELEV
= 59661
I
I
I
I
I
STA = 158
+% 30
/
ELEV =
151111
/
/
I
/
I
UT1 Reach 5
Stream ]Plan and Profile
G�'�
��1,`
�j
ON
WILDLANDS
ENGINEERING
5605 Chapel I-hll Road, Sic 122
Raleigh, NC 27607
fed p ,
Tel [phone]
Fax [phone]
Y— license No F -0831

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m
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----------------
m
1O
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m
0
1
�
m
1
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1
m
STA = 200 +10 00 1
0
1� ��
ID'
ELEV= 66360
rn
m 1�
1
77,
i'I II I �1
C3
I
0
/
u STA = 200 +00 00 c,
I
I
I
1
ELEV = 663 60
`
,I`;�
m
STA = 200 +10 00 1
0
1� ��
it
ELEV= 66360
rn
m 1�
1
77,
i'I II I �1
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Guilford County, NC
UTIA Reach I
Stream Plan and ]Profile
N °
u STA = 200 +00 00 c,
STA = 200 +02 43
j�,p,
ELEV = 663 60
ELEV = 662 50
STA = 200 +07 50
STA = 200 +10 00 1
ELEV = 662 50
ELEV= 66360
1
1
l
/
1
STA
= 200 +25
00
STA
= 200 +28 39
`
35
ELEV
= 663
ELEV
= 662
50
—
mN
m1
FI D
`
a
<
N
w o
p
0
STA
= 200+56
78
ELEV = 661 68
O1
m N
<y
�
IAN
11
N N
I
rn�
STA = 200
+79 02
ELEV
= 661 66
I
STA 200 +90
31
ELEV = 662 35
1
N
D
W
trml
01 w
°
—
STA
= 201 +30
64
1
ELEV
= 660 42
1
%yyv
l/
a
/
1
�
STA
= 201 +64
01
ELEV = 66042
/
1
/
STA = 201 +80 95
ELEV = 660 76
i
1
1
STA = 202
+03 57
1
ELEV ='660 00
STA = 202 +12 15
ELEV'- 659 28
1
1 I
STA = 202 +20 73
ELEV= 65928
/
STA = 202 +29 32
ELEV =
66000
rn
1
I
STA
= 202a48
71
ELEV = 65949
m
-
m
1
STA = 202+6056
<>
/
ELEV - 65920
4=J
0
rnN
O Crn1
1
11 N
� N
_
rn
/
mD
m
m
CN
m o
/
STA = 203 +00 82
ELEV
=65895
STA = 203 +14 79
I/
ELEV= 85825
M1
W
II N
\
STA =
203+43
15
m j
N �
�
ELEV = 658 24
STA = 203+5117
ELEV= 65745
N
STA = 203 +59 18
t"D
I
ELEV =65745
< °
o
STA = 203 +67
20
--ELEV--
65824
n
�
N
a
/
D
T
I
STA = 203 +88 63
ELEV = 656 98
rn
N
m w
l
STA = 204 +02 84
ELEV
= 657
74
\
_
I
1
STA =
204+3056
ELEV = 65725
STA = 204 +38 44
ELEV = 658 66
1
STA = 204 +46 32
ELEV = 656 66
/
STA = 204 +5420
ELEV- 65725
N
/
o \°
q
rn
,n o
vrni
rn
C
0
�OYA1lG��l��t
',5���%Y1 f •
WILDLANDS
ENGINEERING
5605 Chapel Hdl Road, Ste 122
Raleigh, NC 27607
Tel [phone]
j�,p,
Fax [phone]
Flrm License No F OSiI

wn
Date 10242013 Rrvninna
Agony Joh M -1— W50' 116 Acres Mitigation Site
N
A
O
P J^'I Ggurcer NMkI
�.J�
D— B, CLTI Guilford County, NC
O
W I L D L A N D S
Checked BY
.�'0�,�.
ENGINEERING
5605 Chapel Hill Road, Ste 122
7 r�T`t A Reach g� �7
,1� V A 1C1 Jc\eC`lClll 1 (7G G
t�`
��
Tel [phone]
/JJ�, c 7-��I �I �I
o Stream Plan and Profile
®,q,
Fax [phone]
F— License No F -0811
/
STA = 204 +79
89
/
ELEV = 656
57
11
STA = 204+82.63
ELEV
= 655 78
STA = 204 +g3 37
/
;MATCH LINE -STA 204 +70 `"
i % ! _ ' ' _ _
L � —}}III
1 /
»l 1 1'
o
ELEV= 65578
LI
STA = 205
+00 11
ELEV
= 658
57
I,
1I
ai X /1I i f f
11
STA = 205
+27 01
ELEV = 65592
uj
U 1
{ �a �� I `J�
`�\
I
STA - 205 +35 48
ELEV = 855 14
o 'Ii111 I j \ ``
STA - 205 +43 95
'
ELEV = 85514
STA= 205 +5243
',� \rt1
i� �,
°
ELEV
= 65592
i
x'=�X`
N
I
OW
a
I
/
STA =
205 +78
65
ELEV = 655,35
STA
= 205
+84 49
/
ELEV
= 854 83
_ ~
l a
STA
= 205 +90 33
u7 , i ice; i 11y1 m
ELEV = 654 83
STA = 205 +96
18
a ;gYkf 10 111
N
\
ELEV = 655 35
It
o
' m
O,I
00
STA = 206+34 95
k / I1 \ i I� I i
I
ELEV= 65475
1 X' �'„ li I
STA = 206 +44 57
U `
\)T1"��
ELEV = 65418
I 10' I i41i �; j I i
STA = 206 +54 19
I
ELEV = 85418
= 208 +83 81
USTA
11
1
ELEV= 85475
I o
v
w i l
U � (/ 11 ' I1
,
o
s + +x ± +� + +� '. + +� �I4,, , I1 \ I 111
+� +
111 I
0
\
STA = 207 +05 33
'.0 I + •.f ++ + >, ++ :j� +.+ 4 + + +�e +. (f
ELEV= 65400
STA = 207 +13 02
1
+ '
I
/
' m
1
m
"
ELEV = 653 18
STA = 207 +20 70
-
0
/
'v
I
ELEV - 653 18
STA = 207 +28 39
U ./ 1 1
ELEV ='654 00
a
/
m N
D
I` x
r
n
m V
o
mm
1 m
o
STA
= 207+89 13
r 1 I I i i I i
ELEV
= 652 90
I
STA = 207 +7824
ELEV =
13
N
i a t I I I
m�
rtfnI
/
III
/
208+ 07 88 07 75
$ i t i 1
ELEV = 852 ... 52 80
I I
/
;J
/
I
STA = 208 +20 58
' a / f i / / i I
ELEV = 852 50
�lm
,-
I
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STA = 208 +37 98
it
/ / ��' `, 11 J i
ELEV
pJ,�'
65198
it
it
u
if
CL
n
I
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Date 10242011 Revlalona Agony Acre S Mitigation Site
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ELEV = 620 22
STA = 217 +24 16
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= 217 +93 8
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Date 10242011 Revlalona Agony Acre S Mitigation Site
J„h M -1— W5 01136 �Ja
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7 7 7� �Lp p� ,q ���. 5605 Chapel Hill Road, Ste 122
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STA =
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STA = 404 +83 48
/
STA 404 +7801
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32
ELEV = 609 O4
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STA
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STA = 405 +23 43
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STA = 406 +12 87
STA =
406 +07
93
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/
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STA = 406 +17 81
95
ELEV = 605 27
--ELEV-'605
/
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= 406 +35
96
ELEV = 805 34
STA
= 408 +40 58
ELEV = 60488
/
STA
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STA = 1406 +49
81
= 604 88
ELEV
= 605 34
d
STA
= 406 +68
48
'-ELEV = 604 54
STA = 406 +75 44
�
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STA = 406 +82 39
/
ELEV = 604 16
STA = 406 +89 34
ELEV
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54
w
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STA
= 407
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ELEV = 603 65
STA
= 407
+19 10
ELEV = 602 94
STA = 407 +25 31
STAI= 407+ I1 53
ELEV = 602 94
ELEV
= 60357
i
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STA = 6247-
ELEV = 602 59
STA
= 407
+69 18
/
ELEV = 801 90
STA
= 407 +75 89
/
ELEV
= 60190
STA = 407 +82
80
/
ELEV = 66,251
/
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Gunff®rd County, NC
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Stream Plan and Profile
ON
�® 6;60 ?') WILDLANDS
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�+�� 5665 Chapel rhll R-d, sle 122
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5605 Chapel Hill Road, Ste 122
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sl t
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No
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Job Numbr 005 -02130 Agony Acres Mitigation Site
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F.—License No 1' -0811
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WILDLANDS
ENGINEERING
5605 Chapel Hdl Road, Ste 122
Raleigh, NC 27607
Td 919 8519986
Fax [phone]
firm License No r 0811

SEE PROFILE LENGTH VARIES PER PLAN
FOR LENGTH OF RIFFLE
B
z MIXTURE OF COBBLES E N
AND BOULDERS (SEE NOTE) !1
O �o,ono
TOP OF BANK (TYP) B z
A T �4wa�.
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RIFFLE TOE OF SLOPE (TYP) /\ ? - Lec�' tl
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HEAD OF RIFFLE ELEVATION p HEAD OF RIFFLE TAIL OF RIFFLE w V 'x
POINT PER PROFILE O w F ELEVATION POINT ELEVATION POINT Fti
k a U PER PROFILE
m x vi PER PROFILE v
t LL CONTRACTOR TO USE ONSITE
FLOW— NATIVE STONE IN THE A A
TOE OF SLOPE (TYP) CONSTRUCTION OF RIFFLES
TAIL OF RIFFLE ELEVATION AS DIRECTED BY THE ENGINEER
POINT PER PROFILE AND DESCRIBED IN THE
B ,4
TOP OF BANK (TYP) PROJECT SPECIFICATIONS ��' 61
Plan View
�0
Plan View
SALVAGED NATIVE STONE
MIXTURE OF COBBLES RIFFLE DEPTH TH ON ON LOWER UT1 = 12
SALVAGED ONSITE NATIVE STONE SALVAGED ONSITE NATIVE STONE AND BOULDERS (SEE NOTE) RIFFLE DEPTH ON ALL OTHERS = 6 RIFFLE ���
RIFFLE DEPTH ON LOWER UT1 = 12"
RIFFLE DEPTH ON LOWER UT1 = 12" DEPTH ON ALL OTHERS = 6
��
RIFFLE DEPTH ON ALL OTHERS = 6
MIXTURE OF COBBLES RIFFLE INVERT PER PROFILE
AND BOULDERS (SEE NO
3 MAX TOP OF BANK (TYP)
SALVAGED ONSITE NATIVE STONE 3' MAX
RIFFLE DEPTH ON LOWER UTI = 12
RIFFLE DEPTH ON ALL OTHERS = 6 RIFFLE INVERT PER PROFILE
I Section A -A'
TOP OF BANK (TYP) Section B -B'
Profile A -A' Section B -B'
NOTE
L tI� Riffle FOR THE MIXTURE OF COBBLES AND BOULDERS THE
Constructed Riffle Dative Material CR -NM CR -CH 2 Chunky Riffle CONTRACTOR SHALL USE ONSITE NATIVE STONE AS DIRECTED e b
51
Not [o Scale 5 1 of to Scale BY THE ENGINEER QUARRY STONE MAY BE SUBSTITUTED WITH s61
THE PRIOR APPROVAL OF THE ENGINEER lL�
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1 TO 6 DIAMETER WOODY DEBRIS
WORKED INTO RIFFLE SUBSTRATE CR -WD CR -AL
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EXCAVATE MICRO POOL HABITAT A a ® •k''
DOWNSTREAM OF 03
LARGER WOODY DEBRIS BURY INTO BANKS MIN (TYP) ii �y
5 SEE PROFILE BANKFULL
�— FOR LENGTH OF RIFFLE o
41N WEG
FLOW OF BAN PROTECT BANK WITH ZO6 15" DIAMETER OR
NORMAL WATER TRANSPLANTS OR 'C'tP GREATER (TYP) HEAD OF RIFFLE SURFACE ROOTWADS PER PLANS
ELEVATION PER
PROFILE B POOL
OM SALVAGED ONSITE NATIVE STONE WIDTH
RIFFLE DEPTH ON LOWER UT1 = 12" A A PER
RIFFLE DEPTH ON ALL OTHERS = 6 GLIDE RIFFLE RUN 5 M �7� TYPICAL
(TYNONWOVEN C-.', -S SECTION
N C�7
� Z FILTER FABRIC
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Section A -A' O a w FLOW A -A' � D
mmo 'OQ �Z
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Z PROTECT BANK WITH
TRANSPLANTS OR ROOTWADS
TOE OF SLOPE (TYP) PER PLANS
TOP OF BANK (TYP)
TOP OF BANK BURY INTO BANK 5 MIN (TYP)
FLOW
B
EXCAVATE MICRO POOL HABITAT TOE OF SLOPE 4%
DOWNSTREAM OF LARGER WOODY DEBRIS
B
1 TO BRUSHY MATERIAL
TOP OF BANK WORKED INTO ROCKY SUBSTRATE Plan View
Log Profile B -B'
TOE OF SLOPE
s NOTE O A a
1 LOGS WITHOUT ROOT MASS MAY B
SALVAGED ONSITE NATIVE STONE LOG EXPOSED 1 TO 3 ABOVE Plan View
BE USED ONLY IF APPROVED BY
FINISHED RIFFLE ELEVATION THE PROJECT ENGINEER Angled �I g 7�
RIFFLE DEPTH ON LOWER ER = 12 _ C ngled Log lily e q X �
RIFFLE DEPTH ON ALL OTHERS = 6 "� \\ Sll
Section B -B' 2 BOULDER MATERIAL CAN BE
SUBSTITUTED IN PLACE OF \,!1,/ of t.6- 1. = 8
Woody Riffle
ANGLED LOGS WITH APPROVAL LO
3 1'1"ooU Riffle OF ENGINEER
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ADD ROOT WAD BRUSH TOE
10° - 15° ANGLE OR TRANSPLANTS AS
DIRECTED BY ENGINNER
A
SILL ELEVATION
PER PROFILE (TYP)
FLOW /�Y'� "•• I POOL/
BACKFILL �k'-r' TOE OF SLOPE (TYP)
TOP OF BANK (TYP)
A�
ROOT WAD INSTALLATION
1 EXCAVATE A TRENCH A MINIMUM OF TWO
TIMES THE WIDTH OF THE TRUNK AND DEEP
ENOUGH SUCH THAT 9 OF THE ROOTMASS
IS BELOW THE CHANNEL BOTTOM AND
THAT A FOOTER LOG CAN BE PLACED
2 PLACE ROOT WAD IN TRENCH BACKFILL
AND COMPACT
FLOW
3
SILL ELEVATION
PER PROFILE
10' -15 DIAMETER LOG
BACKFILL
BACKFILL
POOL LENGTH PER PROFILE
STREAMBED
_/
BURIED6 "BELOW
1
BRUSH AND WOOD DEBRIS
t„ '
COMPACTED SOIL
POOL DEPTH PER PROFILE
NONWOVEN FILTER FABRIC OR C125BN
MATTING AS DIRECTED BY ENGINEER
EXTEND FILTER FABRIC
5 MIN UPSTREAM
Profile View
Angled Log Drop Structure
5 2 Not to Seale
NONWOVEN FILTER FABRIC OR CBN
MATTING AS DIRECTED BY ENGINEER
BRUSH
INSTALL ROOT WAD SUCH THAT 1/3 OF THE ROOT WAD
MASS IS BURIED BELOW THE CHANNEL BOTTOM (TYP)
Plan View
/-3 -6 BERM
/—EROSION CONTROL MATTING
Seetton A -A'
Root Wad
5 2 Not to Scale
BANKFULL BENCH
NOTES
1 OVEREXCAVATE 3 OUTSIDE OF TOP OF BANK (BANKFULL)
2 INSTALL A LAYER OF BRUSH/WOODY DEBRIS WHICH SHALL CONSIST OF
SMALL BRANCHES AND ROOTS COLLECTED ON -SITE LIGHTLY COMPACT
BRUSH/WOODY DEBRIS LAYER
3 BRUSH SHOULD BE ALIGNED SO STEMS ARE ROUGHLY PARALLEL AND IS
INSTALLED POINTING SLIGHTLY UPSTREAM
4 INSTALL EARTH BACKFILL OVER BRUSHNVOODY LAYER ACCORDING TO
TYPICAL SECTION DIMENSIONS
5 INSTALL EROSION CONTROL MATTING AND BANK STABILIZATION PER PLANS
`EXCAVATE TO 6 BELOW POOL DEPTH
Section A -A'
(a :)Brush Toe
\5.2 Not to Scale
A OQ
Plan View
3
COVER LOG
BACKFILL
FOOTER LOG
EROSION CONTROL MATTING
_/
BURIED6 "BELOW
1
BRUSH AND WOOD DEBRIS
MAX POOL DEPTH
COMPACTED SOIL
Section A -A'
LIVE WIPS- WINTER CONSTRUCTION ONLY
6 ABOVE I
�� '� 3 9��r BRUSH AND WOOD DEBRIS
DOWNS
RIFFLE INVERT
`EXCAVATE TO 6 BELOW POOL DEPTH
Section A -A'
(a :)Brush Toe
\5.2 Not to Scale
A OQ
Plan View
a Cover Log
,L,/ 2 Not to Scale
TRANSPLANT/
BRUSHTOE
'OIL
)ODY DEBRIS LAYERS
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FOOTER LOG
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1
MAX POOL DEPTH
Section A -A'
a Cover Log
,L,/ 2 Not to Scale
TRANSPLANT/
BRUSHTOE
'OIL
)ODY DEBRIS LAYERS
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BRANCH CUTTINGS (TYP)
16 GAUGE GALVANIZED
WIRE SECURED TO STAKES 1
SHALL BE A MINIMUM
OF 35 BRANCH CUTTINGS
PER SQUARE YARD
(1 INCH MAX DIAMETER)
SECURE WITH 24
LONG STAKES (TYP)
Section View
16 GAUGE GALVANIZED
WIRE SECURED TO STAKES
[-2 ti IL 2.
UPHILL LL
F F
36"
Typical Stakes
FILL IN GAPS WITH
TOP SOIL
Brush Mattress
\,!2.1 Not to Scab
/ TRANSPLANTED SOD AND ROOTMASS
TOP OF BANK
REMOVE MATTING AND TRENCH
Section View
Riffle Installation
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 BANK TO BE STABILIZED
4 FILL IN ANY HOLES AROUND THE TRANSPLANT AND COMPACT
5 ANY LOOSE SOIL LEFT IN THE STREAM SHOULD BE REMOVED
6 PLACE MULTIPLE TRANSPLANTS CLOSE TOGETHER SUCH THAT
THEY TOUCH
7 INSTALL EROSION CONTROL MATTING ABOVE TRANSPLANTED
SOD MATS
NOTES
1 BOARD FOR STAKES SHALL BE 2"X
2"X24 OR2 X2 "X36 "AS
DIRECTED BY THE ENGINEER
2 ROOTED /LEAFED CONDITIONS OF
THE LIVING PLANT MATERIAL IS NOT
REPRESENTATIVE AT THE TIME OF
INSTALLATION
3 SEED MULCH AND MAT BANKS
AFTER INSTALLATION
TRANSPLANTED SOD AND ROOTMASS
Transplanted Sod Mats
\,L3,/ Not to Scale
Plan View
Riffle Installation
OF BANK
OF SLOPE
REMOVE P
DEBRIS FROM IN
BUFFER REST,
z Vernal Pool
\,L3,/ Not to Scale
Section View
[!)Tree Protection
\,L3,/ Not to Scale
1
;OIL
S AND BRUSH
Plan View
OR METAL "T" POSTS
ISED AS STANDARDS
VCE SHALL BE ATTACHED TO STANDARDS
ARRIER
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1 INSTALL TREE PROTECTION BARRIERS ATA DISTANCE 2
HALF WAY BETWEEN TRUNK AND DRIPLINE e
2 ALL TREE PROTECTION BARRIERS SHALL BE REMOVED x
PRIOR TO CONTRACTOR DEMOBILIZATION
3 SEE PLANS FOR LOCATION OF ALL TREE PROTECTION
BARRIERS
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TRANSPLANTED SOD AND ROOTMASS
Transplanted Sod Mats
\,L3,/ Not to Scale
Plan View
Riffle Installation
OF BANK
OF SLOPE
REMOVE P
DEBRIS FROM IN
BUFFER REST,
z Vernal Pool
\,L3,/ Not to Scale
Section View
[!)Tree Protection
\,L3,/ Not to Scale
1
;OIL
S AND BRUSH
Plan View
OR METAL "T" POSTS
ISED AS STANDARDS
VCE SHALL BE ATTACHED TO STANDARDS
ARRIER
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1 INSTALL TREE PROTECTION BARRIERS ATA DISTANCE 2
HALF WAY BETWEEN TRUNK AND DRIPLINE e
2 ALL TREE PROTECTION BARRIERS SHALL BE REMOVED x
PRIOR TO CONTRACTOR DEMOBILIZATION
3 SEE PLANS FOR LOCATION OF ALL TREE PROTECTION
BARRIERS
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3
TOE OF
EROSION CONTROL
MATTING (TYP) TOP OF BANK
SECURE MATTING IN
6 DEEP TRENCH
STAKE (TYP) \ r,i
Section View NOTE
1 PER SPECIFICATIONS ALL EROSION CONTROL
MATTING SHALL BE COMPOSED OF NATURAL FIBERS
2 USE 2 X 2 STAKES AT TOP AND TOE OF SLOPE ON
DOWNSTREAM END OF UTt
Erosion Control Matting
\L4 Not to Scale
TOP OF BANK
Plan View
NOTE
1 LIVE STAKES TO BE PLANTED IN AREAS AS SHOWN
ON PLANS AND DIRECTED BY THE ENGINEER
JUNCUS PLUG (TYP)
TOE OF SLOPE
n Live Staking; & juuneuas Plugs
5 4 Not to Scale
BUFFER WIDTH
REMOVE THE DIBBLE OR
6 B SPACING FOR LIVE STAKES
rM
3 5 SPACING FOR JUNCUS PLUGS
VARIES
2 3 SPACING FOR UVE STAKES
SHOVEL AND PUSH THE
Plan View
NOTE
1 LIVE STAKES TO BE PLANTED IN AREAS AS SHOWN
ON PLANS AND DIRECTED BY THE ENGINEER
JUNCUS PLUG (TYP)
TOE OF SLOPE
n Live Staking; & juuneuas Plugs
5 4 Not to Scale
BUFFER WIDTH
REMOVE THE DIBBLE OR
INSERT THE DIBBLE OR
DIBBLE B8a
PULL BACK ON THE HANDLE
VARIES
SHOVEL STRAIGHT DOWN
SHOVEL AND PUSH THE
SHOVEL SEVERAL INCHES
SHOVEL DOWN TO THE
TO CLOSE THE BOTTOM OF
SHOVEL AND CLOSE AND FIRM
INTO THE SOIL TO THE
BAR SHALL .
IN FRONT OF THE
FULL DEPTH OF THE
THE PLANTING HOLD THEN
� V TRIANGULAR
THE PLANTING HOLE PULL
T �/
BLADE
PUSH FORWARD TO CLOSE
� �I
CROSS-SECTION I. •
BLADE AND PULL BACK ON
THE SEEDLING BACK UP TO
BLADE HALFWAY INTO THE
.
DAMAGING THE SEEDLING
;
THE CORRECT PLANTING
RESTORED p
1 ALL SOILS WITHIN THE BUFFER
O
THE PLANTING HOLE (DO
DEPTH (THE ROOT COLLAR
i —
PLANTING
AS REOUIRED PRIOR TO PLANTINII
ROOT
NOT ROCK THE SHOVEL
SHOULD BE 1 TO 31NCHES
2 ALL PLANTS SHALL BE PROPERLY
Y
HANDLED PRIOR TO INSTALLATION
SLIT TO HOLD THE
TO INSURE SURVIVAL
SPACING PER
SEEDLING IN PLACE
ALL ROOTS SHALL BE PRUNED
PLANTING PLAN
SEEDLING TO ALLOW THE
TO AN APPORIATE LENGTH TO
COMPACTED INHIBITING
S�tion View
PREVENT J-ROOTING
o o o
\
INSERT THE DIBBLE OR
REMOVE THE DIBBLE OR
INSERT THE DIBBLE OR
PUSH THE DIBBLE OR
PULL BACK ON THE HANDLE
REMOVE THE DIBBLE OR
SHOVEL STRAIGHT DOWN
SHOVEL AND PUSH THE
SHOVEL SEVERAL INCHES
SHOVEL DOWN TO THE
TO CLOSE THE BOTTOM OF
SHOVEL AND CLOSE AND FIRM
INTO THE SOIL TO THE
SEEDLING ROOTS DEEP INTO
IN FRONT OF THE
FULL DEPTH OF THE
THE PLANTING HOLD THEN
UP THE OPENING WITH YOUR
FULL DEPTH OF THE
THE PLANTING HOLE PULL
SEEDLING AND PUSH THE
BLADE
PUSH FORWARD TO CLOSE
HEEL BE CAREFUL TO AVOID
BLADE AND PULL BACK ON
THE SEEDLING BACK UP TO
BLADE HALFWAY INTO THE
THE TOP ELIMINATING AIR
DAMAGING THE SEEDLING
THE HANDLE TO OPEN
THE CORRECT PLANTING
SOIL TWISTAND PUSH
POCKETS AROUND THE
THE PLANTING HOLE (DO
DEPTH (THE ROOT COLLAR
THE HANDLE FORWARD TO
ROOT
NOT ROCK THE SHOVEL
SHOULD BE 1 TO 31NCHES
CLOSE THE TOP OF THE
BACK AND FORTH AS THIS
BELOW THE SOIL SURFACE)
SLIT TO HOLD THE
CAUSES SOIL IN THE
GENTLY SHAKE THE
SEEDLING IN PLACE
PLANTING HOLE TO BE
SEEDLING TO ALLOW THE
COMPACTED INHIBITING
ROOTS TO STRAIGHTEN OUT
ROOT GROWTH
DO NOT TWIST OR SPIN THE
SEEDLING OR LEAVE THE
ROOTS ROOTED
Tare Root Planting
5 4 1 0[ to Jca e
LIVE STAKE (TYP)
SEE PLAN VIEW
FOR SPACING
Section View
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EROSION CONTROL
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