20100078 Ver 1_Restoration Information_20091214

I VICINITY MAP I
l NOT TO SCALE I
BEGIN
g n
NC Ecosystem Enhancement Program
Elk Branch Restoration Project
Bakersville, North Carolina
INDEX OF SHEETS
--
A y {D tQ"'ot —,`�'
R
Legend and Notes
39
Plan and Profiles
10 16
T
fiyy
3fl r O
17
Typical Sections
1823
PROJECT
s LOCATION
3 i i w 4"a u
e
I VICINITY MAP I
l NOT TO SCALE I
BEGIN
g n
NC Ecosystem Enhancement Program
Elk Branch Restoration Project
Bakersville, North Carolina
INDEX OF SHEETS
1
Cover Sheet
2
Legend and Notes
39
Plan and Profiles
10 16
Erosion Control &
Planting Plans
17
Typical Sections
1823
Detail Sheets
AI € t r
�I tli�lti� w 4A,
C AR p
PHE PL 1oN
22 NOT
••••FNG I NE`�Q''( z �•
CO•••.....••• `�
Datum Descnption
Horizontal Datum is based on NCGS NAD 83
Temporary contol points are present on site
and will be used to establish grade and
position by a Baker representative at the time
of construction
ELK BRANCH REACH 2
f
1
1J
0
0 co
C N
d m
ar c
W o V�o
cr EL.
Y 00 LQ
m ZNC)
L= d m C Co
V 0) 7 N L N
r-r/)¢atL
l � tF 3r
a �
F-
U
w
O
W
O Z W
J
O
O U
U) ' L 1
w N W
Z O 1
9 F-
M
Y
J
W
n
n
N
N
Project No
111085
Date
11/06/09
File Name
DESIGNED ,Ipy
DRAWN MM
APPROVED MK
Drawing No
1 of 23

LEGEND OF SYMBOLS
0 EXISTING TREE - - PROPOSED THALWEG / CONTROL LINE
PROPOSED TOP OF BANK
EXISTING TREE TO BE REMOVED
CONSERVAl1ON EASEMENT
SILT FENCE
PROPOSED TREE
-------- - - - - -- EXISTING CONTOUR - INDEX
'° BCp 0 BAKER CONTROL POINT -------------- - --- -- EXISTING CONTOUR - INTERMEDIATE
EXISTING FENCE
�0000 ^oro CONSTRUCTION ENTRANCE
000000co
EXISTING POWER POLE
EXISTING ROAD - PAVED
® EXOTIC INVASIVE REMOVAL
0
FORD CROSSING
PUMP AROUND
SOIL STOCKPILE AREA RIPARIAN PLANTING ZONE
STREAM BANK PLANTING ZONE
_ LL� CHANNEL PLUG
SUMMARY OF QUANTITIES
LOG STEP SEQUENCE
LOG STEP
BOULDER STEP
J —HOOK LOG VANE
O
ITEM
DESCRIPTION
QUANTITY
UNIT
A
MOBILIZATION AND DEMOBILIZATION
1
Equipment and materials shall be mobilized to the site
B
CLEARING AND GRUBBING
Utility locations shown on these plans are approximate The Contractor shall have all
°
W "� °
C
INVASIVE SPECIES REMOVAL
M g Z Lo co 0
D
SAFETY FENCE
3
A gravel "construction entrance" that consists of class A stone, at least 50 feet m length, shall be
E
SILT FENCE
incorporated into every access point that connects to a public road
i ainQali
F
COIR MATTING
shown in the plans Temporary check dams shall be removed when grading work upstream has
G
GRADING - CUT
been completed
H
GRADING - FILL
I
BOULDERS
6
Temporary sand bag coffer dams shall be installed upstream of each work area and flow in the
J
CLASS A STONE
work reach shall be diverted by pumping and piping around the work area The length of each
K
CLASS 8 STONE
L
CLASS i STONE
tied into the existing channel
M
FILTER FABRIC
The limited clearing and grubbing required within the grading limits shall be performed so as to
N
ROOT WADS
0
LIVE STAKES
P
WOODY VEGETATION
and used as live - staking materials l
Q
PERMANENT SEEDING
The new channel sections shall be stabilized with in- stream structures, erosion control matting,
R
TEMPORARY SEEDING
a
S
MULCH
original, abandoned channel sections will be backfilled
T
9
Dewatering of off -line sections shall be diverted through a sediment filter before being
o ° O
U
discharged into the downstream reach
< i _
10
m °
cc
GENERAL NOTES
m
1
Equipment and materials shall be mobilized to the site
m ° �
2
Utility locations shown on these plans are approximate The Contractor shall have all
°
W "� °
underground utilities within the project limits located and marked prior to beginning
M g Z Lo co 0
construction
N
m oo co
d � N > m �
3
A gravel "construction entrance" that consists of class A stone, at least 50 feet m length, shall be
2 � m t o x
incorporated into every access point that connects to a public road
i ainQali
4 Temporary and permanent stream crossings and temporary check dams shall be installed as
shown in the plans Temporary check dams shall be removed when grading work upstream has
been completed
5
Construction shall proceed upstream to downstream Grading of bankfull benches within a
work area shall be done before new channels are graded
6
Temporary sand bag coffer dams shall be installed upstream of each work area and flow in the
work reach shall be diverted by pumping and piping around the work area The length of each
diversion shall be approximately 300 to 500 linear feet Pumping will be done when work is
required in a channel where the stream is flowing and where new offlme channel segments are
tied into the existing channel
7
The limited clearing and grubbing required within the grading limits shall be performed so as to
limit sedimet migration off -site Logs and root wads from trees larger than 10 inches in
diameter shall be stockpiled for use as in- stream structures Salvageable native vegetation
(black willow, tag alder, silky dogwood, etc ) shall be harvested for transplanting or for cutting
and used as live - staking materials l
8
The new channel sections shall be stabilized with in- stream structures, erosion control matting,
seeding, and transplants before turning water into these sections Compacted soil channel plugs
a
shall be installed in areas where the new channel diverges from the original channel, and the
z a
original, abandoned channel sections will be backfilled
� O
9
Dewatering of off -line sections shall be diverted through a sediment filter before being
o ° O
discharged into the downstream reach
< i _
10
Earthwork shall be staged such that no more channel will be disturbed than can be stabilized by
Of
°z
the end of the work day or before flow is diverted into a new channel segment
z
11
Disturbed areas within the first 30 feet of buffer adjacent to the channel will be seeded, mulched
or otherwise stabilized with temporary ground cover daily until a more permanent ground cover
Y
is established across the buffer area disturbed during construction If temporary ground cover is
w
not applied dally, straw wattles will be staked down at the top of the bank where erosion control
matting ends to prevent sediment loading from upland portions of the buffer that have not been
stabilized
12
Excess soil materials shall be stockpiled in designated staging and stockpile areas, with silt
fence installed on the stream side(s) of the base of the stockpiles and maintained when sediment
has accumulated above one third of the height of the silt fence and/or the silt fence has failed
y
13
Excess soil shall be hauled outside the conservation easement before demobilization
The flow diversions and temporary stream crossings shall be removed when no longer needed
N
11-6
and the banks in these areas stabilized with seeding and matting
14
Bank and floodplam vegetation, including brush materials and live stakes, shall be installed
during the dormant season, November to April
15
,,`,1111111111PA
Construction entrances, staging and stockpile areas, and silt fences �� �� CAR �i�
�
a
shall be removed and the ground shall be repaired to its original FESS/O
conditions once planting is complete or once they are no longer neede 9
Pgect No
Q l .
111085
PaLlam P
D2 NOT , fN
D to
11/06/09
0 : :
j 0 \ ;
\
F Name
coverREDESIGN dwg
�,
���0 •PP����.M� ���,
DESIGNED l
DRAWN AlQB
PRO
_D MMi
D Ang No
2 of 23

/ R LOCATE/LIVESTO
WATERING STATI TO,
1//L0 C�TVIIN SPE FIED ✓
G
BY /E GINEE
/ n 50
1+
264
263'
263(
262!
262(
•
x
GRADE- OUT
KADE�
-LEVIES-- -
--HARVEST--W1LLdW
)KJRANSPtANT
33,
N
jND UT2
PLAN
STA 0+00-6+00
SCALE 1"=50
IZ
rri
c/)
D
0)
0
0
CAR6� ! ♦♦
25 Q �5
FTT�7
SCALE 1 = 50
261 F- '
0+00
U-T-liv I -F%JU 1 -r 1.)v /--t-uu 4-rju 13-tuu lj-rJu +-tuu 1+ -t- Z) u Z)-t-UU Z) -t- Z) u
640
)635
)-630
2-625
?620
--�2615
6+00
18
IM CD
00
c"!
co
r
rn °o
ca
uj 0
C:>
0o
cc 0
m
m 0 Z CO to
C"
(I> . .
ca N C14
CD (I> C Co
rl� 0 x
0) = M
r- W (L U-
m
00
ui
Lu
0 LL
< 0
0 m
0
w
0 (-) C) <
U) w M: Z
(-)
m 0 <
z
z
Z
m <
umm"m
��am
pit
Protect No
111085
Date 11/06/09
DESIGNED ER
DRAWN mm
APPROVED mma
)rwM g No
3 of 23
dwg
4
c
1\ k)l
COWLUENCE
PROFILE
STA 0+00-6+00
VERT 1' = 5
HORZ 1" = 50
261 F- '
0+00
U-T-liv I -F%JU 1 -r 1.)v /--t-uu 4-rju 13-tuu lj-rJu +-tuu 1+ -t- Z) u Z)-t-UU Z) -t- Z) u
640
)635
)-630
2-625
?620
--�2615
6+00
18
IM CD
00
c"!
co
r
rn °o
ca
uj 0
C:>
0o
cc 0
m
m 0 Z CO to
C"
(I> . .
ca N C14
CD (I> C Co
rl� 0 x
0) = M
r- W (L U-
m
00
ui
Lu
0 LL
< 0
0 m
0
w
0 (-) C) <
U) w M: Z
(-)
m 0 <
z
z
Z
m <
umm"m
��am
pit
Protect No
111085
Date 11/06/09
DESIGNED ER
DRAWN mm
APPROVED mma
)rwM g No
3 of 23
dwg

9
REfuIOVE-�DOWN '✓ �� �/� /� / r�
�9SVMSENT FRS X-7
C tVE /OUTLET/'
REMOVE 18 C
,(UNKNWN SOURCE) s � t 1--`" �- '�``' ` 1 � t00 ,r71 �f
11+ --4 _ _� -iN�TAL RDr XIN6� z
I
CD
APPLY - T`(PIg -
- --�` -- - �-�- -_ - -- -�- PLAN
— " ". "_ r. ~ _= _ �'~ __� ✓/��` SCALE 1 ° = 50
262
262(
261:
261(
260`
�11' C ARO''�i
SFAI
P%LIi PL�IN�
uc. "ol rut IQ\
' / •
ve
O,� ••••..•• ,�
25 0 75 50
SCALE 1 = 50
2625
260
6 +00
O'TJV /tVV /TJV UT Vv U-Fljv aTVV 7 1 vv tv I vv ivT..w i I vv t t -t -.iv
?620
?615
?610
O
co
C N
L
w c
2-
W o V:10
m2 _ ZNCO
AO m O N
t7 0) 7 Co L N
rfnQO_LL
� w
C-) J
Lu
O
� O
o z
q� J
CL O
O U_
U) Z
LU
Of Q
U Z
z z
c Q
Y J
J
iIIIIIIIIIIIIIIIIIIIIENN
n
N
N
?605
Project No
111085
Date
11/06/09
F le Name
PLANPROFILEREDE IGN dwg
2600
12 +00
DESIGNED 2E
DRAWN mm
APPROVED mma
D awing No
4 of 23
V`
V \I
1
n
�I
\
J
1J \
J
ci
g�
`
r
PROFILE
\
STA 6 +00 -12 +00
VERT 1" = 5
HORZ 1" = 50
r n
260
6 +00
O'TJV /tVV /TJV UT Vv U-Fljv aTVV 7 1 vv tv I vv ivT..w i I vv t t -t -.iv
?620
?615
?610
O
co
C N
L
w c
2-
W o V:10
m2 _ ZNCO
AO m O N
t7 0) 7 Co L N
rfnQO_LL
� w
C-) J
Lu
O
� O
o z
q� J
CL O
O U_
U) Z
LU
Of Q
U Z
z z
c Q
Y J
J
iIIIIIIIIIIIIIIIIIIIIENN
n
N
N
?605
Project No
111085
Date
11/06/09
F le Name
PLANPROFILEREDE IGN dwg
2600
12 +00
DESIGNED 2E
DRAWN mm
APPROVED mma
D awing No
4 of 23

0 X
C)
0
+
x
0
LLJ
00
13+5
0
+0
..........
f
PLAN
STA 12+00-18+00
SCALE 1 50
N L1.1
26
26
25
25
25
)
't 'j,1111111 11, 4.
c, r— A i
-.44MIRS51-
25 Q �5 510
SCALE 1 = 50
610
605
.M
595
590
585
(D
N
000
'of
0 M 0
Z 0c) to
C4 M
2 00 00
Gf 0 N > a) ONO
0 x
Cr— ) 7 in r- z (a
r— (1) < (L LL
I
C)
LLI —j
Er 0
O z ry
—j
LL 0 n
af
0 <
U)
U M Z L
U) ~
<
M
0 0 z
Z
< z
DO
DO <
—j
MON-4
�? m
(t
111085
Date
11/06/09
File Name
PLANPROFILEREDE
DESIGNED JER
DRAWN MM
APPROVED mm�
Drawing No
5 of 23
dwg

V
,,` \\ \1\111►��,, 00 co
CN
�_ - -�� /✓ l �� rte— f f/,��'' /�/' /-r° �~` ` `/ �.._ - `'' —_ —�� ,��,,\O' ��J
s/ 0 �1.� h Q
�� %... . � �—
01 -c; r'� - - �`\ -HARV - -~ — tr _- x P It LI M P L��' S M o Z°
'- EA N ' - "� -- - EXISTING r L ERS TRANSPLA T- f = m m
.� � 2p }0 ^� ` _MAT R L�� � �X �i •' F •• cLi M CD c o Co Wc CU
✓ > ' y Imo, CO •.•�� Wit. �Q. ♦♦ n (A Q 0 u
0 F' 1 / 0 -
�� --x
-00 \
19 +50- -BEGIW DISTURB WILL04-- \� � � \ � � 114
�-
—AP PLY - 't6AL� PLAN HARVEST
- RES- -Z�' = = STA 18 +00 -22 +29 �RANSPLANT_...��'�` �-
_ Vi' =.�-� SCALE 1 " 5p IMATQRIA GON TRUGTIp n 25 Q �5 50
FDQT8 iQGE'`. �- -- �`\� \ ".-•ENTRANCE ui
SCALE 1 = 50 w J
LU
O
�
a
259 2595 o z O
J
O
U Q
w = Z
Q
259 590 z z Z
m Q
Y J
J
W ^
258 585
(t
LA
258 580
�ULL
r�
aN
W
257 575
Project No
111085
Date
11/06/09
File Name
PLANPROFILEREDE IGN
DESIGNED &M
DRAWN MM
2570— 5 7 0 APPROVED j�
18+00 18+50 19+00 0 9 D awmg No
6 of 23
2
� � l
2
PROFILE
STA 18 +00 -22 +29
VERT 1" = 5
HORZ 1 " = 50
2
19 +50 20 +00 20 +5 21 +00 21 +50 22 +00 22 2
dwg
1
J `
`
� 4
7
— -- 2
dwg

i�if_ •, 0 ! ,B�GIN�j1 ,• ^' �� �'� �-- + J�r > /�•.., INS = "'
- "APPLY IY.i'I1.F1� #4 --^' � �,..- ,� °,,,' �' � /� " / �w �`'^� � �',"^•- .. =___-
REMOVE f
r �i ©L� FENC/ E r
% ( n
X/1K
UT 1 PLAN
STA 0 +00 -3 +50
SCALE 1" = 50
261
261(
260`.
260(
259`
259
0 +00
VTJV I rtVV I tJV LTVV /- JV J-ruu
2615
?610
?605
G
?595
951 590
\ \111►►►I,
o
I
=
co
��� ���
,� ....
,SSIp�•,9 ♦'•,
0
cc
, 0
•
Q� "9l': 0
W o
°o
o
C:) 't
PI LII`4 I PLANS
x o
ono
U \o1 HI(I \
m 0
Z N M
d Op pp
•
�'.9 • FNG
Cq
r o (a
I NE�Q''•�� �`�
•• •••••••• �
\
lam,
I
!?46)
0�•,,j11
P\ 110% •�`
I
1
UT1 PROFILE
STA 0 +00 -3 +50
VERT 1 " = 5
HORZ 1" = 50
259
0 +00
VTJV I rtVV I tJV LTVV /- JV J-ruu
2615
?610
?605
G
?595
951 590
\ \111►►►I,
o
,,,\\
ARG/ ♦ ♦�
=
co
��� ���
,� ....
,SSIp�•,9 ♦'•,
0
cc
, 0
•
Q� "9l': 0
W o
°o
o
C:) 't
PI LII`4 I PLANS
x o
ono
U \o1 HI(I \
m 0
Z N M
d Op pp
•
�'.9 • FNG
Cq
r o (a
I NE�Q''•�� �`�
•• •••••••• �
0)
i r- in a a li
lam,
!?46)
0�•,,j11
P\ 110% •�`
F- J_
w
O LL
of
0
O z
F-
LU Z
=
F-
0
J
z �
m
Y
J
W
F N
�_
�QLL
C4
Project No
111085
Dace
11/06/09
DESIGNED JEM
DRAWN mm
APPROVED MMG
Dravnng No
7 of 23
awg

1
„1111111 /1j�,, � o co
0 co
- _ r / p l ,� O • N...�� �A/ �� [ cal
1` •oFESSI6 . -9 ' o cm
PRELIM PL /V�S m r�
y� ✓^.f -.. -- ' - .— ~__ -- ._ r: °”' .. ��. -- -- -4 ���r� fj / . I) N[ (a NIl/:.� 'O NNN
IVG
0 \�/ f I�,COA. N.••• �P, �, � fn Q d li
�
XM
.
u PLAN \ 25
0 �5 50
_ ~ SCALE 1 = 50
SCALE 1 = 50
\ \
260
259:
259(
258:
258(
2600
2,1575 1
3 +50
'+t VV -rJV JtVV J-rJU V-ruu
?595
?590
?585
?580
2575
6 +50 6 +75
W
o LL
0
O z
�"
= Z
W
Q
v z J
z �
m �
Y
J
W
N
LL
CNI
111085
Date
11/06/09
lFiIeN —
DESIGNED J-p-R
DRAWN MDR
APPROVED MM0
Dramng No
8 of 23
dwg
ti
UT1 PROFILE
STA 3 +50 -6 +75
VERT 1" = 5
HORZ 1" = 50
2,1575 1
3 +50
'+t VV -rJV JtVV J-rJU V-ruu
?595
?590
?585
?580
2575
6 +50 6 +75
W
o LL
0
O z
�"
= Z
W
Q
v z J
z �
m �
Y
J
W
N
LL
CNI
111085
Date
11/06/09
lFiIeN —
DESIGNED J-p-R
DRAWN MDR
APPROVED MM0
Dramng No
8 of 23
dwg

y � �
Vit
�STA 303
"EMOV�
x x_// TRASH
r
.w
C)
F
I� Ir
•r�
t
}
r ` t
Kel
45
40
35
MX
25
AROI.''.
• ....,
m
N
9l•:
tM
W o
o�
��o
PR LIM � PLjNS
"0
_ °�
ono
U VOI KI (I I•V
0
m O
Z N M
00
00
C/ : ♦
F/� �;
V ( a
m N
r =
CD
CV — N
>
m m [p
a)
0000600000 *#'
►� ,*
141111110
15 Q 115 30
SCALE 1 = 30
P
i•,t s
w
w J
O U-
� O
a
O z iY
O In
° 0 Z
LU = Q
w
13f J
U Z I
z N
J Z)
w
m
it
Sao
Irolect No
111085
)ate
11/06/09
lle Name
ll A=OFILEREDE
DESIGNED PH
DRAWN MM
APPROVED MbiQ
)rawmg No
9 of 23
dwg

,
6
M
�O
0 D 0
Z
O �Z
o zo
.0 00
II a, z
00
O 0
zr-
RO
N
Ul
In
C7
D
r
m
Ln
0
0
0
I
� F
I t
I '
l7 1
3 `
p � I
1 f !(
j { ,
JJ D � 1
o�
t1 i
I
1
f ♦ �
00 +9 ylS 3NIlH OlbW :C3 � I � �� S— �• c��
;z �= n-
%� :�
1mvi Lit
o
$ � �
Z Z
o
m
�
Prepared }or
ELK BRANCH RESTORATION PROJECT
„o
� � d' "' ''
Micheal Baker Engineering Inc
c
=
v 3
Z
Ecosystem Enhancement Program
a
797 Haywood Road
o ;
o
o m
o
2728 Capitol Blvd Butte 1H 103
NORTH CAROLINA
Suite 201
W
p72>57g
EROSION CONTROL &
Phone i11828350 1408
;0
M
Fax [phone]
PLANTING PLAN
Fax [phone]
I

- M
�O
D Z O
rn Z
o b
Cn +
O O OO
zr-
RO
N
cn
N
C7
D 0
r-
M
U1
0
V
O
�r l
t
I
j
rI f E
1 + t
�t
Iff(Pj i YYY /
[
EfE jj
3 / i
t
rI
All
l ,
g M
t S
� b j
� r
1j f f 1
i
ji
E 3 { E
mid
E
1 EI Et t
t �
E S �
i
1 �
�,, ,
AA
A _
IIipt
' -*A�
m
-M
.,0��.
-
. ._
: -0 ;�
Micheal Baker Engineering Inc
9 9
�.y.
N•
: z
a
C-)= =
�= a-
•
Ecosystem Enhancement Program
°• o:
797 Haywood Road
0 o
v
o
o
°
CL
E
m
l
A _
� Z
m
BRANCH RESTORATION PROJECT
Micheal Baker Engineering Inc
9 9
a
z
Ecosystem Enhancement Program
797 Haywood Road
0 o
v
o
o
°
2728 Capitol BW Suite 1H 103
NORTH CAROLINA
suite 201
W
°
m
Raleigh, NC 27604
EROSION CONTROL &
Asheville North Carolina 28806
A
Phone 919- 7t5-0476
Phone [phone]
RU
�
Fax t7ts -2218
PLANTING PLAN
Fax [phone]
CL
E
m
l

M
X
-00
U)
0 DZO
N I Z
�0Z�
a o00
Ln +��
O 0
°Zr
N
Cn
c�
n
D
r
M
II N
cn
0
O
0
u
MATCHLINE S7.4
12+
00
It It I
�I� /rt 1li ��trr�l t
1 t 5
If I► '' t
�\gm� ,
I 1
{ I€ 1
1 i t i
( tI I tl
IIi , i
l ,
�h 1
,
t j
Y
I
I
,
I'M I
+ 1 w
0
p
A
rr
^7
��O•0��,0
•,I>>
•
:z
= Z
) . n
v�Ur a-
-•
:�
:0• �
o �-
of
i
797 Haywood Road
0 0
0 0
0
p
A
A
Prepared for
ELK BRANCH RESTORATION PROJECT
Micheal Baker Engineering Inc
N
= Z
m
a
Ecosystem Enhancement Program
i
797 Haywood Road
0 0
0 0
0
o
: °
2726 Capitol Blvd suite 1H 103
NORTH CAROLINA
r
Suite 201
M,«s1�71s'
6
0
co
EROSION CONTROL &
&
Asheville North Carolina 28806
W
-0,s
Phone [phone]
RV
0
Fax X71 -2�
PLANTING PLAN
Fax [phone]
a
f

M
X
En CIO
E
N D Z O
6 Z
_ oo 0
0
II
O N Y �
cO Z O
r
RO
U)
D
m
C,
0
kLn
0
1/1 1 1
f l /,J f 11
Ir JJJ �
t
� r 1
� f
It
t
# fi
D
L
r , {
s n 1t i u\ E
/ I
///o
� S
�lt
1 f
t 1 {
\ \x
,,,111
. ° m
Z
,I�..
a
, .
s
I
Prepared for
Aft
® °4 ''
Micheal Baker Engineering Inc
s 9
oft
C,—)
.z
go
C=
•
797 Haywood Road
Ngg
9
a
. ° m
Z
i .
m
a
, .
s
I
Prepared for
ELK BRANCH RESTORATION PROJECT
® °4 ''
Micheal Baker Engineering Inc
s 9
Ecosystem Enhancement Program
•
797 Haywood Road
Ngg
9
2728 C Blvd Butte 1H 103
NORTH CAROLINA
m
o
0
0
EROSION CONTROL &
Asheville North Carolina 28806
Phone [phone]
W
p
Phone sts- 7t�0478
RIP
M
Fax 99-7��tg
PLANTING PLAN,,
Fax [phone]
M
cL
f

M
70
0 D�O
Z Z
C)
C)
ao00
II +��
0 o
0 0
Zr-
RO
N
U1
N
0
D
r
m
Cn
O
cn
0
I � t
I It t
� I
I €
N,
1l�r
1 t I
j I
iI kX1113
i t 1 1 1 3
I
U n.
p
a
f
too
f
„
p
°
2V
m
�� }O"
ELK BRANCH RESTORATION PROJECT
Micheal Baker Engineering Inc
= Z
m
v 3
Z
Ecoeyetem Enhancement Program
797 Haywood Road
o
0 0
o m
2i
=. °
2728 Capitol Blvd Suite 1H 103
NORTH CAROLINA
Ila
Sude 201
1-
6
CD
Raleigh NO 27804
EROSION CONTROL &
Asheville North Carolina 28806
J
X
Phone [phone]
Ru
X76
PLANTING PLAN
Fax [phone]
a
f

Jl `I" ; �E ST
ti
jjjj))JJJ /rrj�jJ �J l I I ,Lb
�+
„����III�'�1
A f
+1,
o I,,_
_ I i,�
I Illy
L I II • y t � f
m w
O 0 0
UI
Z
zO
RO
Ul
0
too o N
-0 T
Z
v
m
v
Prepared for
ELK BRANCH RESTORATION PROJECT
A
: -0
m
p
•z
o
C
�� n-
%l ;,
z
1a•• ���
0
0
0
0
272t1 Capitol Blvd, St+lte 1H 103
0
too o N
-0 T
Z
v
m
v
Prepared for
ELK BRANCH RESTORATION PROJECT
Micheal Baker En ineenn Inc
s s
0
m
m
A m
o
Ecosystem Enhancement Pr am
_
797 Haywood Road
0
0
0
0
272t1 Capitol Blvd, St+lte 1H 103
NORTH CAROLINA
suite 201
°'
0
Raleigh, NC 27804
EROSION CONTROL &
®
Asheville North Carolina 28806
w
p
to
Pr,«,e.9119- 715 -0479
Phone [phone]
R � �
m
FaX 9�- 715 -22>s
P LAN T I N G P LAN
Fax [phone]
a

s
\ �J
i
N
;0
ADC z
o � Z '
a p C) Z(—)
u
C) L4
L4 O
z�
F
0)
cn
CA
°-
LA a 4
o
t
r J
8 �
�Yry�
O
$
-U �
��. �a� ,
V
.p,O���,.
:�
r " 6 ' a'
Micheal Baker Engineering Inc
9
ZZ
p m
,
0
, o
go
. F '•.
797 Haywood Road
X
o v
0
O
$
-U �
O
m
m
V
Pr ed for
�ncernent
ELK BRANCH RESTORATION PROJECT
r " 6 ' a'
Micheal Baker Engineering Inc
9
ZZ
p m
,
0
, o
Ecosystem P,�
797 Haywood Road
0 0
o v
0
2728 Callol Blvd Suite 1H 103
NORTH CAROLINA
suite 201
P
°�
RalaKIN NC 27604
EROSION CONTROL &
Asheville North Carolina 28806
W
p
Phone s1�715 -0476
Phone [phone]
M
Fax 919-7t5-2219
PLANTING PLAN
Fax [phone]
a

u
C (p
O
Cl c0
C N
C
m lC
G1 C
O
6 c V W
W O
m.1 't .1
Y O C7 O
cc Z 0 M
InO m0"DO
Wpoo
Of 2 N > G11 Co
OIR MATTING (TYP)
v n °'t o x
r- i

TRENCH
TOP OF BANK
N CONTROL MATTING THE WOOD STAKE SHALL BE
12 IN NORTH AMERICAN
STAKE TOE OF STREAMBANK GREEN ECO -STAKE OR
(TYP) CHANNEL BED MATERIAL APPROVED EQUIVALENT
P#- ,/ (SEE TYPICAL SECTIONS)
6" TRENCH
EROSION CONTROL MATTING
perk np
RIFFLE SECTION VIEW
POINT BAR OF CHANNEL
BED MATERIAL
(SEE TYPICAL SECTIONS)
POOL SECTION VIEW
(INSIDE BANK)
NOTES
1) BANKS SHALL BE SEEDED AND MULCHED PRIOR TO INSTALLATION OF MATTING
2) MATTING SHALL BE PLACED ACCORDING TO MANUFACTURERS SPECIFICATIONS
3) MATTING SHALL BE STAKED IN DIAMOND PATTERN
4) AT TOP OF BANK MATTING SHALL BE PLACED IN 6 DEEP TRENCH STAKED BACKFILLED AND COMPACTED
^0 /r�
2 " -3 COARSE AGGREGATE
GEOTEXTILE UNDERLINER
1 COIR MATTING
18 NOT TO SCALE
NOTES
1) EXISTING ENTRANCES ON MILLS GAP AND WESTON
ROAD CAN BE USED BUT MUST BE REPAIRED AND
MAINTAINED TO MEET STATE STORMWATER
STANDARDS
2) UPON COMPLETION ENTRANCES WILL BE
RETURNED TO PRE - EXISTING CONDITION
3) MUD TRACKED ONTO STATE ROADS SHALL BE
REMOVED IMMEDIATELY
4) STONE SHALL BE REPLACED IF IT IS FILLED WITH
MUD
3 CONSTRUCTION ENTRANCE
18 NOT TO SCALE
PROPOSED
ON -LINE
CHANNEL
Z
PROPOSED OFF -LINE
CHANNEL
SEE TYPICAL SECTIONS
FOR STREAMBANK
EXISTING CHANNEL PLUGGED
WITH COMPACTED FILL
FILL REMAINDER OF
UNCOMPACTED TOPSOIL EXISTING CHANNEL
0 5 MINIMUM FINISHED GRADE
SLOPE AND TREATMENT - - - - -- - - - - - - - -
0 00
r_ 00
C N
°00
W o U�o
m �Q rte
m Z N M00 M
= -ODp0
N
m O > N CND
L = m N I.
V = L O X
In QdlL
E
COMPACTED SELECT -' SECTION A-A
EXISTING FILL FREE OF
STREAM BED DEBRIS v
w
O
2 CHANNEL PLUG z
j$ NOT TO SCALE O J
1/3 BOTTOM_I_1 /3 BOTTOM LOG BURIED IN STREAMBANK O Q Q
WIDTH OF 'T' WDTH OF FLOW AT LEAST 8
CHANNEL CHANNEL I FOR SAND AND �A SYSTEMS U
+I w w
2 O
HEADER LOG Z Z
2/3 TO 1 BANKFULL
20 TO 3 FLOW m
1 4% TO J
STREAMBED ELEVATION LLI
BACKFILL ON -SITE ALLUVIUM
N FILTER FABRIC FOOTER OR LOGS
CLASS A/B 5T
A (E CAVATOED)
z NO GAPS
BETWEEN \
BOULDERS PROFILE VIEW
I YZ<
it a�
N to (} n
DWC �Lj
OOLR n N h
�(( ))
f SCOURRECaONIXOFAENGINDEER EADER ROCK a W it
STREAMBED ¢ LL
PLAN VIEW BACKFILL ON -SITE ALLUVIUM
FITTER FABRIC
N
NO c FOR II VANE STRUCTURES FOOTER ROCK
1 BOULDERS MUST BE AT LEAST 4 3 2
2 INSTALL FILTER FABRIC FOR DRAINAGE BEGINNING AT THE MIDDLE OF THE HEADER -2 ASS A/B STONE
ROCKS AND EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER ROCK AND
THEN UPSTREAM TO A MINIMUM OF TEN FEET 10 MINIMU IDETAILSREDESIGN tect No
3 DIG A TRENCH BELOW THE BED FOR FOOTER ROCKS AND PLACE FILL ON UPSTREAM
SIDE OF VANE ARMS BETWEEN THE ARMS AND STREAMBANK 111085
4 START AT BANK AND PLACE FOOTER ROCKS FIRST AND THEN HEADER (TOP) ROCK e
5 CONTINUE WITH STRUCTURE FOLLOWING ANGLE AND SLOPE SPECIFICATIONS
8 AN EXTRA BOULDER CAN BE PLACED IN SCOUR POOL FOR HABITAT IMPROVEMENT 11/06/09
7 USE CLASS B STONE TO FILL GAPS ON UPSTREAM SIDE OF BOULDERS AND CLASS A SECTION A — A
STONE TO FILL GAPS ON UPSTREAM SIDE OF CLASS B STONE Nam
8 AFTER ALL STONE HAS BEEN PLACED FILL IN THE UPSTREAM SIDE OF THE STRUCTURE
WITH ON -Si7E ALLUVIUM TO THE ELEVATION OF THE TOP OF THE HEADER ROCK SIGNED 2k
AWN MM
4 GRADE CONTROL J -HOOK LOG VANE PROVED ;K j $ NOT TO SCALE WI 9 No
18 of 23

WOOD MAT
CLASS B STONE RAMP
FILTER FABRIC
CROSS SECTION
SILT FENCE
k
STREAM CHANNEL —
CLASS B
STONE RAMP
� L
'�d
PLAN VIEW
WOOD MAT
NOTES
1 CONSTRUCT AT LOW FLOW JUST
PRIOR TO BEGINNING WORK
2 MINIMIZE CLEARING AND
EXCAVATION OF STREAMBANKS
DO NOT EXCAVATE CHANNEL
BOTTOM
3 LINE STREAMBANK AND ACCESS
RAMP AREA WITH NON -WOVEN
FILTER FABRIC
4 CREATE STREAM CROSSING AT
RIGHT ANGLE TO THE FLOW
5 PREVENT RUNOFF FROM HAUL
ROAD INTO CHANNEL- USE SILT
FENCE OR SEDIMENT BARRIER ON
ALL FOUR CORNERS AS SHOWN
6 THE WOOD MAT SHALL BE OF
SUFFICIENT SIZE AND WIDTH TO
SUPPORT THE LARGEST VEHICLE
CROSSING
7 CONTRACTOR TO DETERMINE AN
APPROPRIATE RAMP ANGLE
ACCORDING TO EQUIPMENT USED
(5 1 RECOMMENDED)
8 REMOVE UPON COMPLETION
RESTABILIZE DISTURBED AREA
1 TEMPORARY STREAM CROSSING
19 NOT TO SCALE
A
NON -WOVEN "1 5 -2 PLUNGE
FILTER FABRIC (TYP) POOL (TYP)
3 BOULDER STEP -POOL SEQUENCE
j9 NOT TO SCALE
SECTION B -B'
�1 CONSTRUCTED RIFFLE /CASCADE
j9 NOT TO SCALE
-XE TOP OF BANK INTO
EXISTING GRADE
ALLOUT (TYP)
FOR EXACT
TANK ;�
u�C
lu
LEGEND
ALLOUT (TYP)
SEE PROFILE FOR EXACT
BEYOND
ELEVATION
APPROXIMATE LEVEL OF BASEFLOW
BANK
SECTION
o
WATER SURFACE
'
CHANNEL THALWEG / CONTROL LINE
CHANNEL BED MATERIAL
CHANNEL SEDIMENT
PLAN VIEW
UNDISTURBED IN -SITU SOIL
NON -WOVEN
FILTER FABRIC
HEIGHT
C'�
BOULDER 2 x3 x1
'STEP
FROM TABLE IN
PLANS
A
NON -WOVEN "1 5 -2 PLUNGE
FILTER FABRIC (TYP) POOL (TYP)
3 BOULDER STEP -POOL SEQUENCE
j9 NOT TO SCALE
SECTION B -B'
�1 CONSTRUCTED RIFFLE /CASCADE
j9 NOT TO SCALE
-XE TOP OF BANK INTO
EXISTING GRADE
ALLOUT (TYP)
FOR EXACT
TANK ;�
u�C
lu
DRO P Od
ALLOUT (TYP)
SEE PROFILE FOR EXACT
BEYOND
ELEVATION
TOP OF
BANK
SECTION
A — A
GRADED
4CAL =SS t7�� FOR
3 SLOPE
ARMOR PLUNGE —
POOL WITH ATION CALLOUT (TYP)
LARGE SALVAGE SEE PROFILE FOR EXACT
COURSE ALLUVIUM ELEVATION
PROFILE NEW B —B
NOTESiA W000 AND RE&NA YIHARVES P DIAMETER RELATIVELY STRAIGHT
2 FTIO�P7�OF LOG SHALL BE ESET/�ATTpSAME ELEVATION AS THE STREAMBED
3 T1NG—FOGT �ACIN�G ALONC THE p�G 3 10d GALVANIZED COMMON NAIL AT
4 LOG STEP
19 NOT TO SCALE
F-
0
W
O
CC
a
o z
~ J J
O
O U
W H w
= O
U Z
Z
m
Y
J
LLI
I LL
Proiect No
111085
Date
11/06/09
F Ie Name
DESIGNED JEM
DRAWN mo
APPROVED MK
)rave g No
19 of 23

T -POSTS SHALL BE 1 33
LB /LF STEEL WITH A
MINIMUM LENGTH OF 5
FEET AND SHALL BE
CONSTRUCTED SO AS TO
ALLOW FOR FASTENING OF 8 MAX WITH WIRE
THE FABRIC
(6 MAX WITHOUT WIRE
WIRE OR PLASTIC ZIP TIES REQUIRES USE OF EXTRA
WITH A MINIMUM TENSILE STRENGTH FILTER FABRIC)
STRENGTH OF 50 LB SHALL (4 MAX WITHOUT WIRE
BE USED TO CONSTRUCT \ \\ NORMAL STRENGTH
THE FENCE
FILTER FABRIC)
MESH CONSISTING OF
14 GAGE WIRE AT MAX
SPACING OF 6 x6
a
12
OR
IRY INTO BED/BANK
FEET OR GREATER
TYPICAL )
'Y INTO BED ANK
EET OR GR TER
A
ITHICAL )
rIPICAL) BANKFULL
1/2 TO 2/3
FLOW _ ANKFULL
2l
STREAMBED
1 BELOW MAX
POOL DEPTH
DOTER LOG
PROFILE VIEW
NOTES.
1 LOGS WITHOUT ROOT MASS MAY BE USED IF APPROVED BY PROJECT ENGINEER
TNALWEG
A
v
C)
- o
IM 00
C N
m (0
CD C_
rM C O co
C N O It T
W o U v
Y O M p
M $ ZmV)
T 04 M
�O CO CO
m N > N 000 Ca
x
V n L O X
p� 7 N L M
g h0)Qdll
2
P
[mil
ti
r=
1
A
PLAN VIEW
IU
0
a-
2 LOG /STEP POOL
z
2Q NOT TO SCALE
O
FILTER FABRIC SHALL BE
0
J
STANDARD OR EXTRA
0
a
<
STRENGTH SYNTHETIC FIBER
w
=
W
CERTIFIED BY THE
13f
Cjf
Il
WIRE MES MANUFACTURER TO COMPLY
v
0
WITH MATERIAL
z
FILTER FABRIC REQUIREMENTS IN ASTM
STANDARDS D 6461 4632
m
4491 4751 AND 4355
w
MECHANICALLY COMPACTED FILL
2 PASSES OF A COMPACTION DEVICE
EXERTING AT LEAST 60 LB /SQ IN ON
BOTH SIDES OF FENCE FENCE HEIGHT
MAX 24 NOTES
RUNOFF ABOVE GROUND 1) AVOID JOINTS UNAVOIDABLE
DIRECTION JOINTS MUST HAVE 4 FEET OF
CLOTH OVERLAP AND SHOULD TIE
—_ INTO THE NEXT ADJACENT POST
2) PLACE ON CONTOUR EXCEPT
8 + ENDS WHICH SHOULD BE 1 ABOVE
GRADE TO PREVENT CUT AROUND
POST DEPTH 3) WRAP APPROX 6 OF FABRIC
4 24 MINIMUM AROUND END POSTS AND SECURE
FILTER FABRIC WITH TIES
4) REMOVE ONCE AREA IS STABLE
SILT FENCE
20 NOT TO SCALE
�= m
m�
N
P qe 1 No
111085
Date
11/06/09
DETAILSREDESIGN
DESIGNED EA
DRAWN mo
APPROVED MhdC
Drava 9 No
20 of 23

SPECIAL STILLING BASIN (SEE
CLASS I RIPRAP DETAIL BELOW) OR TO MAIN
SPLASH PAD \ POND FOR ADJACENT
DEVELOPMENT (PREFERRED)
PAM OR APPROVED FLOC
AGENT DOSING AT RATE
SPECIFIED BY PROVIDER FOR
TROUT WATERS CHECK DOSING
ACCURACY ON DAILY BASIS
IMPERVIOUS (SEE DETAIL BELO ) �__­DEWATERINGPUMP
TEMPORARY
PIPING
PUMP AROUND PUMP
SANDBAG /STONE
WORKING
AREA
TEMPORARY
FLEXIBLE
HOSE
EXISTING
CHANNEL
BASEFLOW
FLOW
IMPERVIOUS SHEET
IMPERVIOUS DIKE
WORKING AREA
IMPERVIOUS DIKE
(SEE PROJECT
SPECIAL
PROVISIONS)
SEQUENCE OF CONSTRUCTION FOR TYPICAL PUMP AROUND
1 INSTALL SPECIAL STILLING BASINS AT THE DOWNSTREAM END
OF THE DESIGNATED PROJECT WORKING AREA
2 THE CONTRACTOR WILL INSTALL THE PUMP AROUND AND THE
TEMPORARY PIPING THAT WILL CONVEY THE BASE FLOW FROM
UPSTREAM OF THE WORK SITE
3 INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING
OPERATIONS FOR STREAM DIVERSION
4 INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING
APPARATUS IF NEEDED TO DEWATER THE ENTRAPPED AREA THE
PUMP AND HOSE FOR THIS PURPOSE SHALL BE OF SUFFICIENT
SIZE TO DEWATER THE WORK AREA THIS WATER WILL FLOW INTO
A SPECIAL STILLING BASIN
5 THE CONTRACTOR WILL PERFORM STREAM RESTORATION WORK
IN ACCORDANCE WITH THE PLAN AND FOLLOWING THE GENERAL
CONSTRUCTION SEQUENCE
6 THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SILT
AND DEWATER BEFORE REMOVAL OF THE IMPERVIOUS DIKE
REMOVE IMPERVIOUS DIKES PUMPS AND TEMPORARY FLEXIBLE
HOSE /PIPING STARTING WITH THE DOWNSTREAM DIKE FIRST
7 ONCE THE WORKING AREA IS COMPLETED REMOVE THE
STILLING BASINS AND STABILIZE DISTURBED AREAS WITH SEED
AND MULCH
NOTES
1 EXCAVATION SHALL BE PERFORMED IN ONLY DRY
SECTIONS OF CHANNEL
2 IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE WORK
AREAS FROM STREAM FLOW
3 THE CONTRACTOR SHALL NOT DISTURB MORE AREA
THAN CAN BE STABILIZED IN ONE WORKING DAY
4 THE PUMP AROUND PUMP SHOULD ADEQUATELY
CONVEY 15 CFS FOR MAINSTEM
5 THE PUMP AROUND PUMP SHOULD ADEQUATELY
CONVEY 5 CFS FOR UNNAMED TRIBUTARY
6 PROVIDE STABILZED OUTLET TO STREAM BANK
EXISTING GROUND
FILTER FABRIC FOR
DRAINAGE TYPE 2
(NON - WOVEN)
1 PUMP AROUND OPERATION
21 NOT TO SCALE
SPECIAL STILLING BASIN
12 MIN CLASS A STONE
15 TO 20
SPECIAL STILLING BASIN
15 MIN
c m
Im 00
C co
O1 t0
m C
0-0 °o
W o UFO
v
Y 0 O lh 0
o
m O Z N M LO
o 4) 00 00
m O N > N C co
L = N N
0 1- O X
Ol 7 N L /9
� ntgQalL
C
�A ,
i;
U
w
O
a
z Q
O z (n
J J
O
O C)
uj
W
CC z O
z Z
m
Y
J
w
n
v
TOP OF
STREAM BANK 8
PROVIDE STABILIZED
OUTLET TO STREAM
1� BANK
P otecl No
111085
Date
11/06/09
DETAILSREDESIGN
DESIGNED 2E
DRAWN mm
APPROVED MG
Drawing No
21 of 23

C t0
O
TRANSPLANT NOTE TRANSPLANT THE ENTIRE ROOT
m N
MASS AND AS MUCH ADDITIONAL
EXCAVATE TRANSPLANTS USING A
m m
m =_
EXCAVATE THE ENTIRE ROOT SOIL AS POSSIBLE
FRONT END LOADER OR TRACKHOE
° o
MASS AND AS MUCH ADDITIONAL
DEPENDING ON ROOT DEPTH
rn
c m v � o
SOIL AS POSSIBLE EXCAVATE A HOLE THAT
w o
� � =0;i
NOTES
L—
WILL ACCOMMODATE THE
Y a o In o
1 STAKES SHALL BE CUT AND INSTALLED ON THE SAME DAY
SIZE OF TRANSPLANT
m M
2 STAKES THAT HAVE BEEN SPLIT SHALL BE REJECTED AND
NOT USED
FOR CONSTRUCTION
EXCAVATE A HOLE THAT FINISHED GRADE
)N
io m 00 CO
3 STAKES SHALL BE INSTALLED WITH BUDS POINTING UPWARD
WILL ACCOMMODATE THE FINISHED
r = m � r oo
4 STAKES SHALL BE INSTALLED PERPENDICULAR TO BANK
SIZE OF TRANSPLANT FINISHED GRADE
° c y t m
5 STAKES SHALL BE 1/2 TO 2 INCHES IN DIAMETER AND 2
TO 3 FT LONG
GRADE
I` (n a D_ u-
6 STAKES SHALL BE INSTALLED WITH 1/3 TO 1/5 OF STAKE REMAINING ABOVE GROUND
- 2T
COMPACT BACKFILL �.� ' � � t ��� ,�
s
el
TOP OF BANK
� ��
COMPACT BACKFILL
SQUARE
2 -3 SPACING
CUT TOP
SINGLE TRANSPLANT SCARIFY TO A MINIMUM DEPTH OF
18 ABOVE BASEFLOW
BUDS FACING
DO NOT REMOVE LEADER 5 OR 2 DEEPER THAN ROOT MASS
UPWARDS
THIN BRANCHES AND TRANSPLANT CLUSTER GROUND COVER TRANSPLANT
FOLIAGE BY 1/3 RETAINING
NORMAL TREE SHAPE
BASEFLOW
TREE OR SHRUB SHALL BE
TREE OR SHRUB SHALL INSTALLED THAT 1 OF
BE INSTALLED SO THAT 1/8 WATER RETENTION RING B
THE ROOT BALL WILL BE
B
OF THE ROOT BALL WILL ABOVE FINISHED GRADE
BE ABOVE FINISHED GRADE FINISHED GRADE
MULCH
SECTION VIEW
WATER RETENTION RING
ANGLE CUT
30 -45 DEG
FINISHED GRADE
�� COMPACT BACKFILL
w
Lu
COMPACT BACKFILL
LIVE
STAKE
DETAIL
CONTAINERIZED PLANTING CONTAINERIZED PLANTING
a z
GROUND LEVEL SLOPING GROUND
_j J
v
CONTAINERIZED PLATING NOTES
1 WHEN PREPARING THE HOLE FOR A CONTAINERIZED PLANT EXCAVATE THE HOLE 8 -12 INCHES LARGER THAN
w m W
THE DIAMETER OF THE POT AND THE SAME DEPTH AS THE POT
= elf Q
2 REMOVE THE PLANT FROM THE POT LAY THE PLANT ON ITS SIDE IF NECESSARY TO REMOVE THE POT
v z
3 IF THE PLANT IS ROOTBOUND (ROOTS GROWING IN A SPIRAL AROUND THE ROOT BALL) MAKE VERTICAL CUTS
z
WITH A KNIFE OR SPADE JUST DEEP ENOUGH TO CUT THE NET OF ROOTS ALSO MAKE A CRISS -CROSS CUT
ACROSS THE BOTTOM OF THE BALL
co
Y
O O O
4 PLACE THE PLANT IN THE HOLE
-�
5 FILL HALF OF THE HOLE WITH SOIL (SAME SOIL REMOVED FOR BACKFILL)
Lu
O O O
W
NNL-
6 WATER THE SOIL TO REMOVE AIR POCKETS AND FILL THE REST OF THE HOLE WITH THE REMAINING SOIL
Y
O O O 9 m� �h
CREATE HOLE USING A
O O O o
TOP OF
o LN `
MATTOCK DIBBLE PLANTING HOLE SHOULD BE LARGE ENOUGH TO
BAR OR OTHER APPROVED ALLOW THE ROOTS TO SPREAD OUT
BANK 0
p ^�': =
MEANS AND CLOSE HOLE WITH AND DOWN WITHOUT J- ROOTING
'0
O O O °w
~
BACKFILL OR BY PRESSING
O O O
tir
`''� �"
CLOSED FROM AN ADJACENT
PARALLEL HOLE
N
�
Pit
O O Os?
HEADING CUT¢
LL
O O o
BARE ROOT TREE PLANTING THINNING CUT
m
PLAN VIEW
PRUNING CUTS
GENERAL NOTES
P IeU No
111085
1 KEEP ROOTS MOIST WHILE DISTRIBUTING OR WAITING TO PLANT BY MEANS OF WET CANVAS BURLAP OR STRAW
2 HEEL -IN PLANTS IN MOIST SOIL OR SAWDUST IF NOT PROMPTLY PLANTED UPON ARRIVAL TO PROJECT SITE
Date
11/06/09
3 PRUNE ANY BROKEN LIMBS AND TREAT TORN BARK WITH TREE WOUND DRESSING
4 EVERY EFFORT SHOULD BE MADE TO KEEP SOIL EXCAVATED FOR PLANTING FROM ENTERING STREAM
File Nam
DETAILSREDESIGN
ACCIDENTAL FILL SHOULD BE REMOVED IMMEDIATELY
DESIGNED 2d
1 LIVE STAKING
2 TREE AND SHRUB PLANTING
DRAWN mm
APPROVED MMG
22 NOT TO SCALE
22 NOT TO SCALE
D a- g No
22 of 23

WOOD STAKE SEE
DETAIL 3/47
STRAW WATTLES
TRENCH
.,-- WOOD STAKE
'OP OF EROSION
;ONTROL MATTING
► V
STAKE DETAIL ON EROSION CONTROL MATTING
WOOD STAKE
SLOPE
SURFACE
3 STAKE DETAIL ON BARE SOIL
23 NOT TO SCALE
STRAW WATTLE
23 NOT TO SCALE
NOT TO SCALE
CT A- -A- r
4 STAKE DETAIL SECTION VIEW
23 NOT TO SCALE
0
O
co
c co
N
m cu
d C_
C O cO
p
10
W o U�o
rOa
Y O m 0
m Zcpm
o m�co
CD O N > QDC4
t = y m C
V t O X
iQ) 7 N L cc
r- fn Q a. u-

RECEIVED
DEC 14 2009
ENHANCEMENT RO W