20140798 Ver 1_More Info Received_20140804

Strickland, Bev
From: Chris Stepp <cstepp @baylandinc.com>
Sent: Monday, August 04, 2014 2:20 PM
To: Strickland, Bev
Cc: Rocky Powell
Subject: Big Creek III Final Design Plans
Attachments: BIG CREEK III_FINAL_DE SIG N_P LAN S_2014_07_24.pdf
Bev,
As requested, attached is a PDF copy of the final design plans for Big Creek III Stream Restoration project that was
submitted with the application. Please contact me if you have any additional questions or concerns. Thanks.
Christopher Stepp, P.E.
Project Manager
Bayl-and Consultants & Designers, Inc.
1321 Mercedes Drive, Suite A
Hanover, Maryland 21076
P: 410 - 694 -9401
F: 410 - 694 -9405

LEGEND
SURRY COUNTY, NORTH CAROLINA
EX MINOR CONTOURS - - - -- 21 - - -- PR STREAM C/L
EX MAJOR CONTOURS I PR BANKFULL
PROPERTY LINES - - PR EOW AND STREAM FEATURES
EX TREELINE CROSS SECTION LOCATION
EX STREAM C/L RIFFLE
EX TOP OF BANK? ............................
EX WATER IN STREAM J -HOOK
TOE WOOD
ABBREVIATION KEY
BF
BANKFULL
EX
EXISTING
FT
FEET
G
GLIDE
IN
INCHES
LEW
LEFT EDGE OF WATER
LF
LINEAR FEET
LTOB
LEFT TOP OF BANK
P
POOL
PR
PROPOSED
REW
RIGHT EDGE OF WATER
RIF
RIFFLE
RN
RUN
RTOB
RIGHT TOP OF BANK
TYP
TYPICAL
XS
CROSS SECTION
1+00
FINAL DESIGN
JULY 2014
SHEET LIST TABLE m
SHEET DESCRIPTION
1 COVER SHEET LOCATION MAP
2 KEY SHEET SCALE: 1 " =1000'
3 SITE PLAN
4 SITE PLAN
5 SITE PLAN
6 SITE PLAN
7 SITE PLAN - TRIBUTARY
8 PROPOSED MAIN CHANNEL PROFILE
9 EXISTING TRIBUTARY
10 MAIN CHANNEL CROSS SECTIONS
11 MAIN CHANNEL CROSS SECTIONS
12 MAIN CHANNEL CROSS SECTIONS
13 MAIN CHANNEL CROSS SECTION
14 MAIN CHANNEL CROSS SECTIONS
15 MAIN CHANNEL CROSS SECTIONS
16 TRIBUTARY BAYLAND CONSULTANTS & DESIGNERS, INC. ENGINEERING
LICENSE CORPORATE NUMBER IS C -3592
17 STREAM DETAILS
18 PLANTING PLAN
19 PLANTING NOTES & DETAILS

ti
D
5U51E 7
RUTH' HEDI
THY P N,
(5244 ABIE5R-NATHY RDA
111 ro
DEED. 00548/0521
I
BIG CREEK III STREAM RESTORATION
KEY SHEET
SCALE: 1 " = 40'
DATE DESCRIPTION DRAWN BY: RLV DATE: 07/2
CHECKED BY: DATE:
DESIGNED BY: TB I DATE: 07/24/14
SHEET NO. 2 OF 19

;10
.I —HOOK *1
BRUCE 4 CAROLYN TILLEY
115 CARDEN 6ROVE LANE
PR.THALNE6 DEED: 00205/0212
EX, THALPqEC7
PR. 3. 1 SLOPE
xs-1
I I m
WWAA WfA #,� I
XS -4
BRUCE * GAROLYN TILLEY
116 &ARDEN 6RO LANE
DEED: 0020-7106-11
J—HOOK #4
r,
X5_5 O
BRUCE 4 CAROLYN TILLS
118 6 E 6ROVE LANE
DEED: 003-1-1/232cl
REFER TO DETAIL ON SHEET 17 FOR PR. LOG BOULDER J—HOOK.
NOTE: THE TOP EACH TOE WOOD SECTION WILL BE CONSTRUCTED TO THE ELEVATION
OF THE CORRESPONDING DOWN STREAM HEAD OF RIFFLE (HOR) ELEVATION.
UPSTREAM START
DOWNSTREAM TIE—IN
STRUCTURE
STA
INV
BF ELEV
STA
INV
BF ELEV
J—HOOK #1
0+31.0
1072.39
1075.84
0+40.1
1070.89
1075.80
J—HOOK #2
1+16.0
1071.77
1075.46
1+30.0
1070.27
1075.39
J—HOOK #3
2+42.5
1071.31
1074.89
2+55.0
1069.81
1074.83
J—HOOK #4
3+21.0
i 1071.12
i 1074.53
3+31.1
1069.51
1074.49
REFER TO DETAIL ON SHEET 17 FOR PR. LOG BOULDER J—HOOK.
NOTE: THE TOP EACH TOE WOOD SECTION WILL BE CONSTRUCTED TO THE ELEVATION
OF THE CORRESPONDING DOWN STREAM HEAD OF RIFFLE (HOR) ELEVATION.

UPSTREAM START
DOWNSTREAM TIE -IN
STRUCTURE
STA
INV
BF ELEV
STA
INV
BF ELEV
J -HOOK #5
4 +52.0
1070.36
1073.94
4 +64.0
1068.86
1073.89
J -HOOK #6
5 +57.0
1069.97
1073.47
5 +67.0
1068.46
1073.43
J -HOOK #7
6 +50.0
1069.31
1072.97
6 +60.0
1067.8
1072.93

IJ 1 iy %J V i lJ iy1:J 1 LL JJ J1:J
REFER TO DETAIL ON SHEET 17 FOR PR. LOG BOULDER J -HOOK.
NOTE: THE TOP EACH TOE WOOD SECTION WILL BE CONSTRUCTED TO THE ELEVATION
OF THE CORRESPONDING DOWN STREAM HEAD OF RIFFLE (HOR) ELEVATION.
UPSTREAM START
DOWNSTREAM TIE -IN
STRUCTURE
STA
INV
BF ELEV
STA
INV
BF ELEV
J -HOOK #10
10 +25.0
1067.76
1071.37
10 +35.0
1066.25
1071.33
J -HOOK #11
11+41.5
1067.42
1070.85
11+48.5
1065.91
1070.82
J -HOOK #12
11 +91.5
1067.14
1070.32
12 +01.5
1065.62
1070.27
J -HOOK #13
12 +52.0
1066.87
1070.04
12 +60.0
1065.37
1070.00
J -HOOK #14
13 +15.0
1066.63
1069.74
13 +21.0
1065.32
1069.72
REFER TO DETAIL ON SHEET 17 FOR PR. LOG BOULDER J -HOOK.
NOTE: THE TOP EACH TOE WOOD SECTION WILL BE CONSTRUCTED TO THE ELEVATION
OF THE CORRESPONDING DOWN STREAM HEAD OF RIFFLE (HOR) ELEVATION.

f iii
•
XS -10
12R. 5:1 5LC42E
0
— tREPq
cw__�T OL
0
'00001�
STRUCTURE TABLE
mcwlcmmm=
IDF_ TMALVE-6
Au,
N%
L%
M. 5ANMI-L EEW.+f
X5_1 1
X5-12
XS-15
DID
NOTE: THE TOP EACH TOE WOOD SECTION WILL BE CONSTRUCTED TO THE ELEVATION
OF THE CORRESPONDING DOWN STREAM HEAD OF RIFFLE (HOR) ELEVATION.
■
m
W
BRUGE 4 CAROL YN TILLEY
116 &ARDEN 6ROVE LANE
DEED. 005-71/252cl
FF701 1 FVT a _ZZ4 z R74-4 IC I
Alb
F- M. I L.'L.
REFER TO DETAIL
ON SHEET 11
BAYLAND CONSULTANTNUMBER S & DESIS IGNERC-3592 S, INC. ENGINEERING
LICENSE CORPORATE
\ '�' \""" \\ \ , � N,
TRIBUTARY *1 REFER TO 5HEET7
mmilmsomm
BIG CREEK III STREAM RESTORATION
SITE PLAN
SCALE: 1 = 10'
DRAWN BY: RLV DATE: 07/24/14
CHECKED BY: DATE:
DESIGNED BY: TB DATE: 07/24/14
SHEET NO. 5 OF 19
UPSTREAM START
DOWNSTREAM TIE—IN
STRUCTURE
STA
INV
BF ELEV
STA
INV
BF ELEV
J—HOOK #8
7+76.0
1068.79
1072.45
7+86.0
1067.28
1072.41
J—HOOK #9
19+02.5
, 1068.48
1071.92
9+10.0
1066.97
1071.89
NOTE: THE TOP EACH TOE WOOD SECTION WILL BE CONSTRUCTED TO THE ELEVATION
OF THE CORRESPONDING DOWN STREAM HEAD OF RIFFLE (HOR) ELEVATION.
■
m
W
BRUGE 4 CAROL YN TILLEY
116 &ARDEN 6ROVE LANE
DEED. 005-71/252cl
FF701 1 FVT a _ZZ4 z R74-4 IC I
Alb
F- M. I L.'L.
REFER TO DETAIL
ON SHEET 11
BAYLAND CONSULTANTNUMBER S & DESIS IGNERC-3592 S, INC. ENGINEERING
LICENSE CORPORATE
\ '�' \""" \\ \ , � N,
TRIBUTARY *1 REFER TO 5HEET7
mmilmsomm
BIG CREEK III STREAM RESTORATION
SITE PLAN
SCALE: 1 = 10'
DRAWN BY: RLV DATE: 07/24/14
CHECKED BY: DATE:
DESIGNED BY: TB DATE: 07/24/14
SHEET NO. 5 OF 19

1085
XS- I XS -2 XS -3 XS -4 XS -5
JEW a d O O N 4 O
r _ � Q -
1080 � Q H m �t $$��pp.'$���+'^'}} .. �. � a p m d,,....,m......f • b.... t b.+vbm"n. {$n.N' i ..yb..F . •�y -p��q 5"w i .✓ '"{ �y,�y � _ .¢�W.y�y� i"�. 3 $�2'„ k i,.,t ................... ........... k...,, i 4.d'. •"xm.».....,....n. "'. ,....... ,.{ ..." S.m i `�.d%..+` ..... �.,BF
BF.......................................... ............................... ...................................... ............................... ...................................................................................................................................... ............................... ................ ..............................B ...... ....................................... .................................................................. ............................... ...................... ............................... 1075 FX. �. RF�.�F BF BF BF BF FX. IMF BF
��
1070
1065
1075
1070
1065
1055
�r•Z.n
t00 0 +25 0 +50 0 +75 1+00 1 +25 1 +50 1+75
XS -q
XS- I
XS-
I O
3 +50
X5-1
±O
PR. MAIN
CHANNEL
�
TO
BF
...................................................................................
...............................
c��j
/
BF ?+435
d)
t`9
(A O
0
,..� gym......
RTof3
i
10725q
105
Q
.. ....u�
............ ......................... ...............................
m.., x
+
_ ...........::
1
Q ..
�.......
N
BF BF
BF BF
... ..,.
— BF BF
BF
BF
BF
BF
BF BF.
FX. R RFACF
EX. O OF
n7��
+75 6 +00 6 +25 6 +50 6 +75 7 +00 7 +25 7 +50
EX. (5 OF —.
2 +00 2 +25
XS- I
Lq.
d)
3 +50
3 +75 4 +00
±O
PR. MAIN
CHANNEL
�
TO
BF
...................................................................................
...............................
BF 4 +385
/
EX. (5 OF —.
2 +00 2 +25
2 +50
2 +75 3 +00
3 +25
3 +50
3 +75 4 +00
PROFILE
PR. MAIN
CHANNEL
STA: 0+00
TO
STA: 6+00
BF BF
SCALE: HORZ. 1 " = 20'
VERT. 1 " = 5'
1085
Q
+
O
d)
XS- 15
q +00
X5-1
q +50 q +75
PROFILE
PR. MAIN
Q
�
N
p Q
�
cv� N
O
Qr
N
BF 4 +385
N}
r
O
d)
r 107176
0.1_
u,
,..� gym......
RTof3
i
a
LT v x
�. m
105
BF BF
Issl
N
N
BF BF
BF BF
1
BF
BF BF.
BF
1085
Q
+
O
d)
XS -16
q +00
q +25
q +50 q +75
PROFILE
PR. MAIN
Q
�
N
p Q
�
cv� N
O
Qr
1080
N}
O
Fos
r r
z (AO �O
..O
,..� gym......
RTof3
i
a
LT v x
�. m
105
BF BF
Issl
BF f3r-
BF BF
BF BF
1
1070
4 +25 4 +50 4 +75 5 +00 5 +25 5 +50 5 +75 6 +0
XS -15
8 +25
XS -16
q +00
q +25
q +50 q +75
PROFILE
PR. MAIN
CHANNEL STA:
O
TO STA:
11+75
........
T�p " ?a
"
..O
mO
BF BF
BF BF
7 +75 8 +00
8 +25
8 +50 8 +75
q +00
q +25
q +50 q +75
PROFILE
PR. MAIN
CHANNEL STA:
5 +75
TO STA:
11+75
EX. KATEFZ f;ZFA6F
F50 11 +75 12 +00 12 +25 12 +50 12 +75 13 +00 13 +25 13 +50 13 +75 14 +0
PROFILE PR. MAIN CHANNEL STA: 11+50 TO STA: 14 +00
SCALE: HORZ. 1 " = 20'
VERT. 1 " = 5'
■C•SI01111111111
■rz.T•11111111111
SCALE: HORZ. 1 " = 20'
VERT. 1 " = 5'
dos v............
I... Tof5 ............
BF —
10 +00 10 +25 10 +50 10 +75 11 +00 11 +25 11 +50 11 +7
BAYLAND CONSULTANTS & DESIGNERS, INC. ENGINEERING
LICENSE CORPORATE NUMBER IS C -3592
1065
1075
1070
1065
1055

1085 1 1 1085
1015
1010
1065
X00 0 +25 0 +50 0 +15 1+00 1+25 1 +50 1+-15 2 +00
PROFILE EX. TRIBUTARY #1 STA: 0 +00 TO STA: 2 +46
SCALE: HORZ. 1" = 20'
VERT. 1 " = 5'
2 +25 2 +4
1015
1010
1065
BAYLAND CONSULTANTS & DESIGNERS, INC. ENGINEERING
LICENSE CORPORATE NUMBER IS C -3592

1085
1075
1070
1065
1085
52 60 55 50 45 40 35 30 25 20 15 10 5 O 5 10
Xs -1 STA:0 +88.62
HORIZONTAL: 1 " = 5'
VERTICAL: 1 " = 5'
1075
1070
1065
PR. EXCAVATION (TYPJ
�.:
V
FX. C OF
58 65 60 55 50 45 40 35 30 25 20 15 10 5
Xs -2 STA:1 +48.5"7
HORIZONTAL: 1 " = 5'
VERTICAL: 1 " = 5'
Fi
1085
EX. 6RADE
PR. FILL (YYP)
1075
1070
1065
15 20 25 30 35 40 45 50 54
PR. BF
� f
O p
1075
1070
10(55
O 5 10 15 20 25 30 35 40 42
1065
54 60 55 50 45 40 35 30 25 20 15 10 5 O 5 10
Xs -3 STA:2 +09.43
HORIZONTAL: 1 " = 5'
VERTICAL: 1 " = 5'
EX. 6fRADE
15 20 25 30 35 40 45 50 5556
BAYLAND CONSULTANTS & DESIGNERS, INC. ENGINEERING
LICENSE CORPORATE NUMBER IS C -3592
1085
1075
1070
1065
— -- 7"
I
1075
O O
_
M GRADE
�
O
+
O O
�F O
r
�
--
+
O O
Ln
+
O O
1070
.. ... .. .. ... .. .. ..
.. ..
..
-
O�
O
Ormd Q�OOp P
-
¢
PR. FILL (TYP)
1065
54 60 55 50 45 40 35 30 25 20 15 10 5 O 5 10
Xs -3 STA:2 +09.43
HORIZONTAL: 1 " = 5'
VERTICAL: 1 " = 5'
EX. 6fRADE
15 20 25 30 35 40 45 50 5556
BAYLAND CONSULTANTS & DESIGNERS, INC. ENGINEERING
LICENSE CORPORATE NUMBER IS C -3592
1085
1075
1070
1065

1 1085
1 1075
1 1070
1 1065
78 75 70 65 60 55 50 45 40 35 30 25 20 15
1085
1075
1070
1065
1075
1070
1065
v
PR. 8F
TOP Of LO& VANE
ELEV. = 10'7250
WATER %WACE
10 5 O 5 10
Xs -4 STA:2 +66.08
HORIZONTAL: 1" = 5'
VERTICAL: 1 " = 5'
15 20 25 30 35 40 45 50 55 60 65 70 75 78
52 50 45 40 35 30 25 20 15 10 5 O 5 10 15 20 25 30 35 40 45 4e
Xs -5 STA:3 +17.70
HORIZONTAL: 1" = 5'
VERTICAL: 1 " = 5'
PR. PILL (7YP)
— axe 6RADE
1085
51 50 45 40 35 30 25 20 15 10 5 O 5 10 15 20 25 30 35 40 45 50 54
Xs -6 STA:3 +47.53
HORIZONTAL: 1 " = 5'
VERTICAL: 1 " = 5'
BAYLAND CONSULTANTS & DESIGNERS, INC. ENGINEERING
LICENSE CORPORATE NUMBER IS C -3592
1075
1070
1065
1075
1070
1065
1085 1
1080 1
1075 1
1070 1
1065 1

1075
1070
10(55
1075
1070
1065
1075
1070
1065
4645 40 35 30 25 20 15
V
EXCAVATION (TYP)
...........................................
PR. PILL (TYP)
1=
O
PR. BP
ffimmommm
10 5 O 5 10 15 20 25 30 35 40 45 50 5556
Xs -7 STA:4 +37.75
HORIZONTAL: 1 " = 5'
VERTICAL: 1 " = 5'
1 085
• :•
1075
1070
1065
52 50 45 40 35 30 25 20 15 10 5 O 5 10 15 20 25 30 35 40 45 50 55 60 65
Xs -8 STA:4 +80.10
HORIZONTAL: 1 " = 5'
VERTICAL: 1 " = 5'
EX. OfZ P
PR. GRADE
T
..:... ......... ....... ........ .................
it
PR. PILL (TYP)
I
I.........
�-''
1075
1070
1065
1515- 50 45 40 35 30 25 20 15 10 5 O 5 10 15 20 25 30 35 40 45 50 55 60 65 7011
Xs -9 STA:5 +98.78
HORIZONTAL: 1 " = 5'
VERTICAL: 1 " = 5'
BAYLAND CONSULTANTS & DESIGNERS, INC. ENGINEERING
LICENSE CORPORATE NUMBER IS C -3592
1075
1070
1065

1075
1070
1065
1075
10'70
1065
PR. PILL (lYP)
V
PR. BP
PR. EXCAVATION (`IYPJ
4a 45 40 35 30 25 20 15 10 5 O 5 10
Xs -10 STA:6 +89.96
HORIZONTAL: 1 " = 5'
VERTICAL: 1 " = 5'
EX. 6fZ P
PR. EXCAVATION (TYPJ
PR. 6 RAM
ry
r- r
O
in
00 O�
V
R. BP
7io 65 60 55 50 45 40 35 30 25 20 15 10 5 O
XS-11 STA: "7 +46.05
HORIZONTAL: 1 " = 5'
VERTICAL: 1 " = 5'
10-75
10-70
1065
•.
PR.
6160 55 50 45 40 35 30 25 20 15
PR. BP
PR. EXCAVATION (TYPJ
10 5 O 5
Xs -12 STA:8 +21.11
HORIZONTAL: 1" = 5'
VERTICAL: 1 " = 5'
PR. PILL (TYP)
15 20 25 30 35 4041
10 -75
10"10
1065
5 10 15 20 25 30 35 40 45 50 5556
%l fu
PX, P
i
PR. PILL (TYP) i
10 15 20 25 30 35 40 45 50 555
BAYLAND CONSULTANTS & DESIGNERS, INC. ENGINEERING
LICENSE CORPORATE NUMBER IS C -3592
10'75
10'70
1065
1075
10"10
1065
r'.
244'�'
PX, P
i
PR. PILL (TYP) i
10 15 20 25 30 35 40 45 50 555
BAYLAND CONSULTANTS & DESIGNERS, INC. ENGINEERING
LICENSE CORPORATE NUMBER IS C -3592
10'75
10'70
1065
1075
10"10
1065

1075
1070
1065
•.•
PR. EXCAVATION (TYPJ
PR. 12' WIDE x 60' LONG STREAM
O $_ CRO551N6. MINIMUM 6" OF 3" GRAVEL
PR. 12' WIDE x 40' LONG STREAM I OVER CLA55 I WOVEN 6EOTEXTILE FABRIC
CROSSING. MINIMUM 6" OF 3" PR. TOE AS DIRECTED IN FIELD
GRAVEL OVER CLASS I WOVEN
GEOTEXTILE FABRIC
50 45 40 35 30 25 20 15 10 5 O
1075
1070
1065
1075
1070
1065
EX. 6RADE
5 10 15 20 25 30 35 40 45 50 55 60 65 70 7m
Xs -13 STA:8 +93.79
HORIZONTAL: 1 ° = 5'
VERTICAL: 1 " = 5'
38 35 30 25 20 15 10 5 O 5 10 15 20 25 30 35 40 45 50 55 56
Xs -14 STA:9 +41.53
HORIZONTAL: 1 " = 5'
VERTICAL: 1 " = 5'
V
PR. EXCAVATION (TYPJ
.. .
PR. FILL (TYP)
•:•
1075
1070
1065
1075
PR. GRADE vlv �h PR. GRADE -J I CIO 1070
O �
_ �d3 I
660 55 50 45 40 35 30 25 20 15 10 5 O
XS -15 STA :9 +95.91
HORIZONTAL: 1 " = 5'
VERTICAL: 1 " = 5'
,
5 10 15 20 25 30 35 40 45
BAYLAND CONSULTANTS & DESIGNERS, INC. ENGINEERING
LICENSE CORPORATE NUMBER IS C -3592
1065
1075
1070
1065

1075
1070
1065
1075
1070
1065
58 55 50 45 40 35 30 25 20 15 10 5 O 5 10 15 20 25 30 35 40 45 46
XS-16 STA:10 +"75.04
HORIZONTAL: 1 " = 5'
VERTICAL: 1 " = 5'
PR. EXCAVATION (TYPJ
PR. FILL (TYP)
V
R. BF
•
14 70 65 60 55 50 45 40 35 30 25 20 15 10 5 O 5 10
XS-17 STA:11 +86.00
HORIZONTAL: 1" = 5'
VERTICAL: 1 " = 5'
IOgO
1085
1075
1070
PR. 12' WIDE x 45' LONG STREAM CULVERT
GRO551145. MINIMUM 6" OF 3" GRAVEL
OVER CLASS I WOVEN SEOTEXTILE FABRIC
PLANNED ELEV. = 1O77.q
PR. FILL
24" VIA. SMOOTHED LINED
OPP PIPE INVERT ELEV. ® CA- = 1074.1±
37 35 30 25 20 15
PLANNED ELEV. = 1078.4
FCC, 6RADE
1075
1070
1065
15 20 25 30 35 40 45 50 55 60 65 66
I' MINIUMUM COVER OVER PIPE
EXCAVATE AND REMOVE THE EXISTING
FAILED 24" SMOOTH LINED CPP PIPE
10 5 O 5
XS -1T STA :0 +21.75
HORIZONTAL: 1 " = 5'
VERTICAL: 1 " = 5'
10 15 20 25 30C
BAYLAND CONSULTANTS & DESIGNERS, INC. ENGINEERING
LICENSE CORPORATE NUMBER IS C -3592
1090
1085
1075
1070
1075
1070
1065

1085
1075
1070
1065
1075
1070
1065
1085 1085
1075
10"10
1065
5X. &FZADE
40 35 30 25 20 15 10 5 O
Xs -2T STA:0 +57.65
HORIZONTAL: 1" = 5'
VERTICAL: 1 " = 5'
EX. GRADE
PR.
5 10 15 18
3q 35 30 25 20 15 10 5 O 5 10
XS-3T STA:1 + 10.31
HORIZONTAL: 1" = 5'
VERTICAL: 1 " = 5'
3q 35 30 25 20 15 10 5 O 5 10
Xs -4T STA:1 +8"7.95
HORIZONTAL: 1" = 5'
VERTICAL: 1 " = 5'
1075
10"10
1065
15 20 25 27
15 20 25 2q
BAYLAND CONSULTANTS & DESIGNERS, INC. ENGINEERING
LICENSE CORPORATE NUMBER IS C -3592
1085
1075
1070
1065
1075
1070
1065

UPSTREAM START STATION =
BEGINNING OF FOOTER ROCK
INVERT ELEVATION =
TOP OF FOOTER ROCK
FOOTER ROCKS (TYP) —
TOP ROCKS (TYP)
��llYtil���iZy��
4
I
TED
POOL
Iu:111111111031:7yl IT, we] 21 Zl1121NIIz10
PR. BANKFULL
CONVERGENCE
ROCK /— PR. BACKFILL
W/ GAPS
�k
v
LENGTH OF ARM
ARM OF LOG SET
® 20' -30' FROM
TANGENT OF CURVE
A
TRUNK OF ROOTWAD
BURIED IN STREAM BANK
AND SECURED WITH BOULDERS
ON TOP
STEP 1
FOOTER
LOGS
6' TO 12' FOOTER LOGS ON
APPROX. 2' CENTERS AND
ANGLED 30' UPSTREAM
POOL EXCAVATED
BELOW BRUSH TOE
F�
CROSS LIMBS SET APPROX
PERPENDICULAR TO FOOTERS
AND SOIL ADDED TO FILL IN VOIDS
BANKFULL
BENCH
STEP 2 STEP 3
CROSS \ BRUSH \ BANKFULL
LIMBS FILL BENCH
BRUSH FILL ANGLED
UPSTREAM WITH SOIL
ADDED TO FILL IN VOIDS
WOODEN STAKES (TYP)
COIR FABRIC
CUTTINGS
TOP OF BRUSH
6" ABOVE LOW WA
Ic
BACKFILL
EXCAVATED 2'(MIN)
4
SCOUR POOL :.'; . BRUSH FILL CROSS 1'(MI '(MAX)
GEOTEXTILE BACKER LOG LIMBS
LINER TACKED TO 6" TO GS 5'(MIN) � 2'
BACK OF TOP LOG FOOTER LOGS
ROOTWAD
LOG- BOULDER J -HOOK DETAIL
BAYLAND CONSULTANTS & DESIGNERS, INC. ENGINEERING
LICENSE CORPORATE NUMBER IS C -3592
1
TOE WOOD DETAIL
BANKFULL
BENCH
BIG CREEK III STREAM RESTORATION
STREAM DETAILS
SCALE: N.T.S
DRAWN BY: RLV DATE: 07/24/14
CHECKED BY: DATE:
DESIGNED BY: TB DATE: 07/24/14
SHEET NO. 17 OF 19

PLANT MATERIALS AND PLANTING METHODS
PLANT MATERIALS
D. IF AREAS ARE DESIGNATED AS SHRUB BEDS OR HEDGE TRENCHES, THEY
SIZE
SHALL BE EXCAVATED TO AT LEAST 18" DEPTH MINIMUM. AREAS DESIGNATED
THE LANDSCAPE CONTRACTOR SHALL FURNISH AND INSTALL AND /OR DIG, BALL, BURLAP,
FOR GROUND COVERS AND VINES SHALL BE EXCAVATED TO AT LEAST 12" IN
AND TRANSPLANT ALL OF THE PLANT MATERIALS CALLED FOR ON DRAWINGS AND /OR LISTED
DEPTH MINIMUM.
IN THE PLANT SCHEDULE.
E. DIAMETER AND DEPTH OF TREE PITS SHALL GENERALLY BE AS FOLLOWS:
1. PLANT NAMES
PLANT SIZE ROOT BALL DIAMETER DEPTH
2 -3,
2 1/2" - 3" CAL. 28" 56" 24"
PLANT NAMES USED IN THE PLANT SCHEDULE SHALL CONFORM TO "STANDARDIZED
3" - 31/2" CAL. 32" 64" 28"
PLANT NAMES ", LATEST EDITION.
3 1/2" - 4" CAL. 36" 72" 32"
(10- 10 -10)
4" - 4 1/2" CAL. 40" 80" 36"
2. PLANT STANDARDS
41/2" - 5" CAL. 44" 88" 40"
2 -3,
5" - 5 1/2" CAL. 48" 96" 44"
ALL PLANT MATERIAL SHALL BE EQUAL TO OR BETTER THAN THE REQUIREMENTS OF
"USA ",
5 1/2" - 6" CAL. 52" 104" 48"
THE STANDARD FOR NURSERY STOCK LATEST EDITION, AS PUBLISHED BY
LIVE CUTTING
THE AMERICAN ASSOCIATION OF NURSERYMEN (HEREAFTER REFERRED TO AS AAN
A 20% COMPACTING FIGURE OF THE SOIL TO BE REMOVED IS
STANDARDS). ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY,
ASSUMED AND WILL BE ALLOWED IN CALCULATION OF EXTRA
SHALL HAVE A NORMAL HABIT OF GROWTH, AND SHALL BE FIRST QUALITY, SOUND,
TOPSOIL. THE TABULATED PIT SIZES ARE FOR PURPOSES OF
VIGOROUS, WELL BRANCHES AND WITH HEALTH, WELL FURNISHED ROOT SYSTEMS.
UNIFORM CALCULATION AND SHALL NO OVERRIDE THE SPECIFIED
THEY SHALL BE FREE OF DISEASE, INSECT PESTS AND MECHANICAL INJURIES.
DEPTHS BELOW THE BOTTOMS OF THE ROOT BALLS.
A. ALL PLANTS SHALL BE NURSERY GROWN AND SHALL HAVE BEEN GROWN
4. STAKING, GUYING AND WRAPPING
UNDER THE SAME CLIMATE AS THE LOCATION OF THIS PROJECT FOR AT
1/2"
LEAST TWO YEARS BEFORE PLANTING. NEITHER HEELED IN PLANTS NOR
ALL PLANT MATERIAL SHALL BE STAKED OR GUYED, AND WRAPPED IN ACCORDANCE
PLANTS FROM COLD STORAGE WILL BE ACCEPTED.
WITH THE FOLLOWING SPECIFICATIONS:
B. COLLECTED PLANTS OR TRANSPLANTED TREES MAY BE CALLED FOR BY THE
LIVE CUTTING
LANDSCAPE ARCHITECT AND USED, PROVIDED, HOWEVER, THAT LOCATIONS
A. STAKES: SHALL BE SOUND WOOD 2" X 2" ROUGH SAWN OAK OR SIMILAR
AND SOIL CONDITIONS WILL PERMIT PROPER BALLING.
DURABLE WOODS, OR LENGTHS, MINIMUM 7' - 0" FOR MAJOR TREES AND 5'
120
- 0" MINIMUM FOR MINOR TREES.
3. PLANT MEASUREMENTS
B. WIRE AND CABLE: WIRE SHALL BE #10 GA. GALVANIZED OR BETHANIZED
A. ALL PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED IN THE
ANNEALED STEEL WIRE. FOR TREES OVER 3" CALIPER, PROVIDE 5/16" TURN
PLANT SCHEDULE AS APPROVED BY THE DEPARTMENT OF PLANNING AND
BUCKLES, EYE AND EYE WITH 4" TAKEUP. FOR TREES OVER 5" CALIPER,
CODE ENFORCEMENT REVIEWING OFFICIAL.
PROVIDE 3/16 ", 7 STRAND CABLE CADMIUM PLATED STEEL, WITH GALVANIZED
B. CALIPER MEASUREMENTS SHALL BE TAKEN SIX INCHES (6 ") ABOVE GRADE
"EYE" THIMBLES OF WIRE AND HOSE ON TREES UP TO 3" IN CALIPER.
FOR TREES UNDER FOUR INCHES (4 ") CALIPER AND TWELVE INCHES (12 ")
C. HOSE: SHALL BE NEW, 2 PLY REINFORCED RUBBER HOSE, MINIMUM 1h" I.D.
ABOVE GRADE FOR TREES FOUR INCHES (4 ") IN CALIPER AND OVER.
"PLASTIC LOCK TIES" OR "PAUL'S TREE BRACES" MAY BE USED IN PLACE OF
C. MINIMUM BRANCHING HEIGHT FOR ALL TREES SHALL BE SIX FEET (6'),
WIRE AND HOSE ON TREES UP TO 3" IN CALIPER.
MAXIMUM EIGHT FEET (8').
D. ALL TREES UNDER 3" IN CALIPER ARE TO BE PLANTED AND STAKED IN
D. MINIMUM SIZE FOR PLANTING SHADE TREES 2 1/2" - 3" CALIPER 12' -
ACCORDANCE WITH THE "TYPICAL TREE STAKING DETAIL ". ALL TREES OVER
14' IN HEIGHT.
3" IN CALIPER ARE TO BE PLANTED AND GUYED IN ACCORDANCE WITH THE
E. CALIPER, HEIGHT, SPREAD AND SIZE OF BALL SHALL BE GENERALLY AS
"TYPICAL TREE GUYING DETAIL."
FOLLOWS:
RATE (lb/ac)
CALIPER HEIGHT SPREAD SIZE OF BALL
5. PLANT PRUNING, EDGING AND MULCHING
2 1/2" - 3" 12' - 14' 6' - 8' 28" DIAMETER
3" - 3 1/2" 14' - 16' 6' - 8' 32" DIAMETER
A. EACH TREE, SHRUB OR VINE SHALL BE PRUNED IN AN APPROPRIATE MANNER
3 1/2" - 4" 14' - 16' 8' - 10' 36" DIAMETER
TO ITS PARTICULAR REQUIREMENTS, IN ACCORDANCE WITH ACCEPTED
4" - 4 1/2" 16' - 18' 8' - 10' 40" DIAMETER
STANDARD PRACTICE. BROKEN OR BRUISED BRANCHES SHALL BE REMOVED
4 1/2" - 5 16 - 18 10 - 12 34 DIAMETER
WITH CLEAN CUTS FLUSH WITH THE ADJACENT TRUNK OR BRANCHES. ALL
"
5" - 5 1/2"
2" 16' - 20' 10' - 12' 48" DIAMETER
CUTS OVER 1 IN DIAMETER SHALL BE PAINTED WITH AN APPROVED
5 1/2" - 6" 18' - 20' 12' - 14' 52" DIAMETER
ANTISEPTIC TREE WOUND DRESSING.
B. ALL TRENCHES AND SHRUB BEDS SHALL BE EDGED AND CULTIVATED TO THE
3/1 -5/10
LINES SHOWN ON THE DRAWING. THE AREAS AROUND ISOLATED PLANTS
ALL PLANT MATERIAL SHALL GENERALLY AVERAGE THE MEDIAN FOR
SHALL BE EDGED AND CULTIVATED TO THE FULL DIAMETER OF THE PIT. SOD
THE SIZE RANGES INDICATED ABOVE AS INDICATED IN THE "AAN
WHICH HAS BEEN REMOVED AND STACKED SHALL BE USED TO TRIM THE
STANDARDS ".
EDGES OF ALL EXCAVATED AREAS TO THE NEAT LINES OF THE PLANT PIT
SAUCERS, THE EDGES OF SHRUB AREAS, HEDGE TRENCHES AND VINE
4. PLANT IDENTIFICATION
POCKETS.
4.000
LB /AC
C. AFTER CULTIVATION, ALL PLANT MATERIALS SHALL BE MULCHED WITH A 4"
LEGIBLE LABELS SHALL BE ATTACHED TO ALL SHADE TREES, MINOR TREES,
LAYER OF TAN BARK, PEAT MOSS, OR ANOTHER APPROVED MATERIAL OVER
SPECIMEN SHRUBS AND BUNDLES OR BOXES OF OTHER PLANT MATERIAL GIVING
THE ENTIRE AREA OF THE BED OR SAUCER.
THE BOTANICAL AND COMMON NAMES, SIZE AND QUANTITY OF EACH. EACH
AND
SHIPMENT OF PLANTS SHALL BEAR CERTIFICATES OF INSPECTION AS REQUIRED BY
6. PLANT INSPECTION AND ACCEPTANCE
FEDERAL, STATE AND COUNTY AUTHORITIES.
THE DEPARTMENT OF PUBLIC WORKS OFFICIAL SHALL BE RESPONSIBLE FOR INSPECTING
5. PLANT INSPECTION
ALL PLANTING PROJECTS ON A PERIOD BASIS TO ASSURE THAT ALL WORK IS PROCEEDING
10
IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS.
THE DEPARTMENT OF PLANNING AND CODE ENFORCEMENT REVIEWING OFFICIAL MAY,
UPON REQUEST BY THE BUILDER OR DEVELOPER, AT LEAST TEN (10) DAYS PRIOR
7. PLANT GUARANTEE
TO THE INSTALLATION OF ANY PROPOSED PLANT MATERIAL, INSPECT ALL PROPOSED
OR SWITCHGRASS
PLANT MATERIAL AT THE SOURCE OF ORIGIN.
ALL PLANT MATERIAL SHALL BE GUARANTEED FOR THE DURATION OF TWO FULL GROWING
SEASON, AFTER FINAL INSPECTION AND ACCEPTANCE OF THE WORK IN THE PLANTING
PLANTING METHODS
PROJECT. PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWING CONDITION AT THE END
OF THE GUARANTEE PERIOD.
1. PLANTING SEASONS ARE DESCRIBED AS FOLLOWS:
A. FOR THIS PURPOSE, THE "GROWING SEASON" SHALL BE THAT PERIOD
ALL PROPOSED PLANT MATERIAL THAT MEET THE SPECIFICATIONS IN SECTION A
BETWEEN THE END OF THE "SPRING" PLANTING SEASON, AND THE
(PRECEDING PAGE) ARE TO BE PLANTED IN ACCORDANCE WITH THE FOLLOWING
COMMENCEMENT OF THE "FALL" PLANTING SEASON.
PLANTING METHODS DURING THE PROPER PLANTING SEASONS AS DESCRIBED IN
B. GUARANTEE FOR PLANTING PERFORMED AFTER THE SPECIFIED END OF THE
THE FOLLOWING:
"SPRING" PLANTING SEASON, SHALL BE EXTENDED THROUGH THE END OF
THE NEXT FOLLOWING "SPRING" PLANTING SEASON.
A. PLANTING SEASONS THE PLANTING OF DECIDUOUS TREES, SHRUBS AND VINES
SHALL BE FROM MARCH 1ST TO JUNE 15TH AND FROM SEPTEMBER 15TH TO
SEEDING AND SODDING
DECEMBER 15TH. PLANTING OF DECIDUOUS MATERIAL MAY BE CONTINUED
DURING THE WINTER MONTHS PROVIDING THERE IS NO FROST IN THE
ALL SEEDING AND SODDING SHALL BE AS PER "STANDARDS AND SPECIFICATIONS FOR SOIL
GROUND AND FROST FREE TOPSOIL PLANTING MIXTURES ARE USED. THE
PLANTING OF EVERGREEN MATERIAL SHALL BE FROM MARCH 15TH TO JUNE
EROSION AND SEDIMENT CONTROL IN URBANIZED AREAS" AS PUBLISHED BY THE
15TH AND FROM AUGUST 15TH TO DECEMBER 1ST. NO PLANTING SHALL BE
DEPARTMENT OF NATURAL RESOURCES.
DONE WHEN GROUND IS FROZEN OR EXCESSIVELY MOIST. NO FROZEN OR
WET TOPSOIL SHALL BE USED AT ANY TIME.
GENERAL NOTES
2. DIGGING
1. ALL PLANT MATERIALS SHALL BE NURSERY GROWN AND SHALL CONFORM TO
AMERICAN ASSOCIATION OF NURSERYMEN, INC. STANDARDS.
ALL PLANT MATERIAL SHALL BE DUG, BALLED AND BUR LAPPED (B +B) IN
ACCORDANCE WITH THE "AAN STANDARDS.'
2. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL UTILITY LOCATIONS PRIOR TO
PLANTING MATERIAL. IF CONFLICTS ARISE, BAYLAND, INC. MUST BE NOTIFIED PRIOR
3. EXCAVATION OF PLANT PITS
TO ANY GROUND BREAKING.
A. THE LANDSCAPING CONTRACTOR SHALL EXCAVATE ALL PLANT PITS, VINE PITS,
3. CONTRACTOR IS RESPONSIBLE FOR GENERAL MAINTENANCE INCLUDING WATERING.
HEDGE TRENCHES AND SHRUB BEDS IN ACCORDANCE WITH THE FOLLOWING
SCHEDULE:
4. ALL LANDSCAPING SHALL BE 100% GUARANTEED FOR AT LEAST 2 YEARS AFTER
PLANTING IS COMPLETED.
B. LOCATIONS OF ALL PROPOSED PLANT MATERIAL SHALL BE STAKED AND
APPROVED IN THE FIELD BY THE LANDSCAPE ARCHITECT BEFORE ANY OF THE
5. A REINFORCEMENT PLANTING WILL BE REQUIRED IF SURVIVAL RATES FALL BELOW
PROPOSED PLANT MATERIAL IS INSTALLED BY THE LANDSCAPE CONTRACTOR.
80 %.
C. BALL PITS SHALL BE GENERALLY CIRCULAR IN OUTLINE, VERTICAL SIDES;
DEPTH SHALL NOT BE LESS THAN 6" DEEPER THAN THE ROOT BALL,
DIAMETER SHALL NOT BE LESS THAN TWO TIMES THE DIAMETER OF THE
ROOT BALL AS SET FORTH IN THE FOLLOWING SCHEDULE.
GENERAL PLANTING NOTES
1. ALL PLANT MATERIALS SHALL BE NURSERY GROWN AND SHALL CONFORM TO AMERICAN
ASSOCIATION OF NURSERYMEN, INC. STANDARDS.
2. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL UTILITY LOCATIONS PRIOR TO PLANTING
MATERIAL. IF CONFLICTS ARISE, BAYLAND, INC. MUST BE NOTIFIED PRIOR TO ANY GROUND
BREAKING.
3. TREES SHALL BE PLANTED BETWEEN THE TIMES OF MARCH 1 AND JUNE 15, INCLUSIVE,
AND AUGUST 15 AND DECEMBER 15, INCLUSIVE. NO CONTAINER -GROWN MATERIAL SHALL BE
PLANTED IF NOT ACCLIMATED TO THE CURRENT WEATHER CONDITIONS .CONTRACTOR IS
RESPONSIBLE FOR GENERAL MAINTENANCE INCLUDING WATERING.
4. ALL PLANTING MATERIAL AND PLANTING METHODS SHALL CONFORM TO CONSTRUCTION
SPECIFICATIONS.
SQUARE CUB
BUDS FACING UPWARDS
LIVE CUT J" - 1i" 0 4;
2 -3' LENGTI
LIVE STAKES
NATURAL FIBER MATTING
STREAM BANK
STREAM
LIVE STAKE
NOT TO SCALE
PRUNE ONLY TO
CORRECT OR IMPROVE
FORM OR TO REMOVE
DEAD, CONFLICTING OR
DAMAGED BRANCHES
CONVEX BOTTOM 6" MIN. HT.
CONSTRUCT 3" SAUCER -
RIM -FLOOD WITH WATER
TWICE WITHIN 24
HOURS
REMOVE 1/2 OF ANY -
COVERING FROM TOP
OF ROOT CROWN
3" TOPSOIL -
SPACED AS PER NATIVE SOIL BACKFILL-
\I PLANTING SCHEDULE TREE PIT TO BE MIN. 12" LARGER -
\I I, THAN ROOTBALL ON ALL SIDES
UVE STAKES DRIVEN
APPROXIMATELY 3/4 OF THEIR
LENGTH INTO THE BANK
DETAIL
NOTES:
1. CONTRACTOR TO REGRADE, SOD OR HYDRO EED Al STRAW MULCH
ALL AREAS DISTURBED AS A RESULT OF THEIR WORK.
TREE PLANTING DETAIL
NOT TO SCALE
VEGETATIVE STABILIZATION
METHODS AND MATERIALS
A. SITE PREPARATION
1. INSTALL EROSION AND SEDIMENT CONTROL STRUCTURES (EITHER TEMPORARY OF
PERMANENT) SUCH AS DIVERSIONS, GRADE STABILIZATION STRUCTURES, BERMS,
WATERWAYS, OR SEDIMENT CONTROL BASINS.
2. SCHEDULE REQUIRED SOIL TESTS TO DETERMINE SOIL AMENDMENT COMPOSITION AND
APPLICATION RATES FOR SITES HAVING DISTURBED AREA OVER 5 ACRES.
B. SEEDBED PREPARATION
1. TEMPORARY SEEDING
1.1. SEEDBED PREPARATION SHALL CONSIST OF LOOSENING SOIL TO A DEPTH OF 3" TO 5"
BY MEANS OF SUITABLE AGRICULTURAL OR CONSTRUCTION EQUIPMENT, SUCH AS DISC
HARROWS OR CHISEL PLOWS OR RIPPERS MOUNTED ON CONSTRUCTION EQUIPMENT.
AFTER THE SOIL IS LOOSENED IT SHOULD NOT BE ROLLED OR DRAGGED SMOOTH BUT
LEFT IN THE ROUGHENED CONDITION. SLOPED AREAS (GREATER THAN 3:1) SHOULD BE
TRACKED LEAVING THE SURFACE IN AN IRREGULAR CONDITION WITH RIDGES PARALLEL
TO THE CONTOUR OF THE SLOPE.
1.2. APPLY FERTILIZER AND LIME AS PRESCRIBED ON THE PLAN.
1.3. INCORPORATE LIME AND FERTILIZER INTO THE TOP 3 -5 " OF SOIL BY DISKING OR
OTHER SUITABLE MEANS.
2. PERMANENT SEEDING
2.1. MINIMUM SOIL CONDITIONS REQUIRED FOR PERMANENT VEGETATIVE ESTABLISHMENT:
2.1.1. SOIL PH SHALL BE BETWEEN 6.0 ND 7.0
2.1.2. SOLUBLE SALTS SHALL BE LESS THAN 500 PARTS PER MILLION (PPM)
2.1.3. THE SOIL SHALL CONTAIN LESS THAN 40% CLAY BUT ENOUGH FINE GRAINED
MATERIAL ( >30% SILT PLUS CLAY) TO PROVIDE THE CAPACITY TO HOLD A
MODERATE AMOUNT OF MOISTURE. AN EXCEPTION IS IF LOVEGRASS OR SERECIA
LESPEDEZA IS TO BE PLANTED, THEN A SANDY SOIL (<30% SILT PLUS CLAY)
WOULD BE ACCEPTABLE.
2.1.4. SOIL SHALL CONTAIN 1.5% MINIMUM ORGANIC MATTER BY WEIGHT.
2.1.5. SOIL MUST CONTAIN SUFFICIENT PORE SPACE TO PERMIT ADEQUATE ROOT
PENETRATION.
2.1.6. THESE CONDITIONS CANNOT BE MET BY SOILS ON SITE, ADDING TO TOPSOIL IS
REQUIRED IN ACCORDANCE WITH SECTION 21 STANDARD SPECIFICATION FOR TOPSOIL.
2.2. AREAS PREVIOUSLY GRADED IN CONFORMANCE WITH THE DRAWINGS SHALL BE
MAINTAINED IN A TRUE AND EVEN GRACE, THEN SCARIFIED OR OTHERWISE LOOSENED TO
A DEPTH OF 3 -5" TO PERMIT BONDING OF THE TOPSOIL TO THE SURFACE AREA AND
TO CREATE HORIZONTAL EROSION CHECK SLOTS TO PREVENT TOPSOIL FROM SLIDING
DOWN A SLOPE.
2.3. APPLY SOIL AMENDMENTS AS PER SOIL TEST OR AS INCLUDED ON THE PLANS.
2.4. MIX SOIL AMENDMENTS INTO THE TOP 3- 5" OF TOPSOIL BY DISKING OR OTHER
SUITABLE MEANS. LAWN AREA SHOULD BE RAKED TO SMOOTH THE SURFACE, REMOVE
LARGE OBJECTS LIKE STONES AND BRANCHES, AND READY THE AREA FOR SEED
APPLICATION. WHERE SITE CONDITIONS WILL NOT PERMIT NORMAL SEEDBED PREPARATION,
LOOSE SURFACE SOIL BY DRAGGING WITH A HEAVY CHAIN OR OTHER EQUIPMENT TO
ROUGHEN THE SURFACE. STEEP SLOPES (STEEPER THAN 3:1) SHOULD BE TRACKED BY
A DOZER LEAVING THE SOIL IN AN IRREGULAR CONDITION WITH RIDGES RUNNING
PARALLEL TO THE CONTOUR OF THE SLOPE. THE TOP 1 - 3" OF SOIL SHOULD BE
LOOSE AND FRIABLE. SEEDBED LOOSENING MAY NOT BE NECESSARY ON NEWLY
DISTURBED AREAS.
C. MULCHING SEEDED AREAS
1. MULCH SHALL BE APPLIED TO ALL SEEDED AREAS IMMEDIATELY AFTER SEEDING.
2. IF GRADING IS COMPLETED OUTSIDE OF THE SEEDING SEASON, MULCH ALONE SHALL BE
APPLIED AS PRESCRIBED IN THIS SECTION AND MAINTAINED UNTIL THE SEEDING SEASON
RETURNS AND SEEDING CAN BE PERFORMED IN ACCORDANCE WITH THESE SPECIFICATIONS.
3. WHEN STRAW MULCH IS USED, IT SHALL BE SPREAD OVER ALL SEEDED AREAS AT THE RATE
OF 2 TONS /ACRE. MULCH SHALL BE APPLIED TO A UNIFORM LOOSE DEPTH OF BETWEEN 1"
AND 2 ". MULCH APPLIED SHALL ACHIEVE A UNIFORM DISTRIBUTION AND DEPTH SO THAT
THE SOIL SURFACE IS NOT EXPOSED. IF A MULCH ANCHORING TOOL IS TO BE USED, THE
RATE SHOULD BE INCREASED TO 2.5 TONS /ACRE.
4. WOOD CELLULOSE FIBER USED AS A MULCH SHALL BE APPLIED AT A NET DRY WEIGHT OF
1,500 LBS. PER ACRE. THE WOOD CELLULOSE FIBER SHALL BE MIXED WITH WATER, AND
THE MIXTURE SHALL CONTAIN A MAXIMUM OF 50 LBS. OF WOOD CELLULOSE FIBER PER 100
GALLONS OF WATER.
TEMPORARY SEEDING SUMMARY
SEEDING MIXTURES (FROM TABLE 6.10) : TEMPORARY
FERTILIZER
SIZE
SPACING
20
RATE
LIME RATE
MULCH
RATE
RANDOM
N/A
SPECS
SILKY DOGWOOD
2 -3,
N0.
SPECIES
APPLICATION
RATE (lb/ac)
SEEDING DATES
SEEDING
DEPTHS
(10- 10 -10)
N/A
SPECS
1
2 -3,
150
1/1 - 5/1
1/2"
SAMBUCUS CANADENSIS
LIVE CUTTING
RANDOM
N/A
KOBE
AMERICAN ELDERBERRY
3 -4,
6" 0/C
750 LB /AC
2000
LB /AC
4,000
LB /AC
2
GERMAN MILLET OR
40
5/1 - 8/14
1/2"
3 -4,
SUNDRAGRASS
50
REFER TO
SALIX SERICEA
LIVE CUTTING
RANDOM
N/A
3
RYE (GRAIN)
120
8/15 - 12/30
1/2"
PERMANENT SEEDING SUMMARY
SEEDING MIXTURES (FROM TABLE 6.11E) : TEMPORARY
FERTILIZER
BAREROOT/
CONTAINER
RATE
LIME RATE
MULCH
RATE
N0.
SPECIES
APPLICATION
SEEDING
SEEDING
(10- 10 -10)
RATE (lb/ac)
DATES
DEPTHS
1
TALL FESCUE
50
7/25 - 9/15
1/2"
ORCHARD GRASS
50
3/1 -5/10
1000 LB /AC
4000
LB /AC
4.000
LB /AC
BIG OR LITTLE BLUESTEM
2
AND
5
7/25 - 9/15
1/2"
EASTERN GAMMA MILLER
10
3/1 -5/10
OR SWITCHGRASS
r-.' MAVIMIIM
PLANTING SCHEDULE
ZONE 1 - STREAM BANKS
i I_1 d t f 1 2& ` k L o Z s 1 1110 N y l
RECONSTRUCTED BANKS ON THE OUTSIDE OF GRADED /RECONSTRUCTED MEANDER BENDS WILL
BE STABILIZED WITH TOE WOOD INSTALLED ALONG THE TOE (STREAM BOTTOM TO
WATERSURFACE) OF THE RECONSTRUCTED BANK. THE PREFERRED METHOD FOR CONSTRUCTION
OF THE MIDDLE PORTION OF THE NEW BANKS (WATERSURFACE TO BANKFULL) WOULD BE THE
INSTALLATION OF TRANSPLANTED SHRUBS HARVESTED FROM THE ADJACENT FLOODPLAIN.
TRANSPLANTS WOULD PROVIDE VIABLE NATIVE PLANT MATERIAL, ALONG WITH THEIR ASSOCIATED
ROOT MASS AS WELL AS THE SOIL IN WHICH THE SHRUBS WERE GROWING. THE TRANSPLANTS
ALSO PROVIDE THE ADDED BENEFIT OF SUFFICIENT WEIGHT TO HELP HOLD THE TOE WOOD IN
PLACE UNTIL THE PLANTS ARE WELL ESTABLISHED. UNFORTUNATELY THERE ARE NO NATIVE
SHRUBS ON -SITE SUITABLE FOR TRANSPLANTING.
AS AN ALTERNATIVE SOIL LIFTS WILL BE INSTALLED ABOVE THE STRUCTURES ALONG THE MIDDLE
PORTION OF THE BANK (WATERSURFACE TO BANKFULL). LIVE BRANCH CUTTINGS WILL BE
INSTALLED BETWEEN THE LIFTS. LIVE CUTTINGS SHALL BE SPACED 0.5 FEET APART. LIVE
BRANCH CUTTINGS SHALL BE % TO 11h INCHES IN DIAMETER. THE CUTTINGS SHOULD BE LONG
ENOUGH FOR THE ROOTS TO BE IN CONTACT WITH THE SOIL AT THE BACK OF THE FABRIC
OVERLAP AND THE GROWING TIPS TO EXTEND A MINIMUM OF 18 INCHES BEYOND THE FRONT
OF THE NEXT LIFT UP.
PERCENT
QUANITY
BOTANICAL / COMMON NAME
SIZE
SPACING
20
REFER TO
CORNUS AMOMUM
LIVE CUTTING
RANDOM
N/A
SPECS
SILKY DOGWOOD
2 -3,
6" 0/C
20
REFER TO
CORNUS STOLONIFERA
LIVE CUTTING
RANDOM
N/A
SPECS
RED OSIER DOGWOOD
2 -3,
6" 0/C
20
REFER TO
SAMBUCUS CANADENSIS
LIVE CUTTING
RANDOM
N/A
SPECS
AMERICAN ELDERBERRY
3 -4,
6" 0/C
20
REFER TO
VIBURNUM PRUNIFOLIUM
LIVE CUTTING
RANDOM
N/A
SPECS
BLACKHAW
3 -4,
6" 0/C
20
REFER TO
SALIX SERICEA
LIVE CUTTING
RANDOM
N/A
SPECS
SILKY WILLOW
3 -4,
6" 0/C
il ]211! Eel: *WTI zl171(fTi9M(:a tli►1
ALL BENCHES AND GRADED BANKS WILL BE STABILIZED WITH COIR MATTING AND LIVE
STAKES (ONE FOOT ABOVE WATER SURFACE TO BACK OF BENCH AND BANKFULL). LIVE
STAKES SHALL BE INSTALLED IN TWO STAGGERED ROWS WITH STAKES SPACED 1.5 FEET
APART. LIVE CUTTINGS FOR LIVE STAKES SHALL BE ONE -HALF TO ONE AND ONE -HALF
INCHES (0.5" TO 1.5 ") IN DIAMETER AND BETWEEN TWO AND THREE FEET (2' TO 3') LONG.
PERCENT
QUANITY
BOTANICAL / COMMON NAME
SIZE
SPACING
20
REFER TO
CORNUS AMOMUM
LIVE STAKE
RANDOM
N/A
SPECS
SILKY DOGWOOD
2 -3,
1.5' 0/C
20
REFER TO
CORNUS STOLONIFERA
LIVE STAKE
RANDOM
N/A
SPECS
RED OSIER DOGWOOD
2 -3,
1.5' 0/C
20
REFER TO
SAMBUCUS CANADENSIS
LIVE STAKE
RANDOM
N/A
SPECS
AMERICAN ELDERBERRY
3 -4,
1.5' 0/C
20
REFER TO
VIBURNUM PRUNIFOLIUM
LIVE STAKE
RANDOM
N/A
SPECS
BLACKHAW
3 -4,
1.5' 0/C
20
REFER TO
SALIX SERICEA
LIVE STAKE
RANDOM
N/A
SPECS
SILKY WILLOW
3 -4,
1.5' 0/C
CONSTRUCT 3" SAUCER
RIM -FLOOD WITH WATER
TWICE WITHIN 24 HOURS
BACKFILL REMOVE CONTAINER AND
SCORE ROOT SYSTEM
SHRUB PLANTING DETAIL
NOT TO SCALE
NOT TO SCALE
BAYLAND CONSULTANTS & DESIGNERS, INC. ENGINEERING
LICENSE CORPORATE NUMBER IS C -3592
1C - UPPER BANK AND FLOODPLAIN
THE CONTAINER GROWN MATERIAL LISTED BELOW WILL BE INSTALLED ALONG THE
GRADED /RECONSTRUCTED BANKS FROM BANKFULL TO A POINT SIX FEET BACK FROM TOP
OF BANK.
PERCENT
QUANITY
BOTANICAL / COMMON NAME
SIZE
COMMENTS
N/A
REFER TO
SPECS
ALNUS SERRULATA
SMOOTH ALDER
2 -3,
BAREROOT/
CONTAINER
N/A
REFER TO
SPECS
AMELANCHIER CANADENSIS
SERVICEBERRY
2 -3,
BAREROOT/
CONTAINER
N/A
REFER TO
SPECS
CORNUS AMOMUM
SILKY DOGWOOD
2 -3,
BAREROOT/
CONTAINER
N/A
REFER TO
SPECS
HAMAMELIS VIRGINIANA
WITCH HAZEL
2 -3,
BAREROOT/
CONTAINER
N/A
REFER TO
SPECS
SAMBUCUS CANADENSIS
AMERICAN ELDERBERRY
2 -3,
BAREROOT/
CONTAINER
N/A
REFER TO
SPECS
CELTIS OCCIDENTALIS
HACKBERRY
3 -4,
BAREROOT/
CONTAINER
N/A
REFER TO
SPECS
FRAXINUS PENNSYLVANNICA
GREEN ASH
3 -4,
BAREROOT/
CONTAINER
N/A
REFER TO
SPECS
NYSSA SYLVATICA
BLACK GUM
3 -4,
BAREROOT/
CONTAINER
ZONE 2 - RIPARIAN BUFFER AREAS
GRADING ALONG SOME BANKS WILL REQUIRE CLEARING OF EXISTING TREES IN FORESTED
AREAS. THESE AREAS WILL BE REPLANTED WITH TREES AND SHRUBS LISTED BELOW.
PERCENT
QUANITY
BOTANICAL / COMMON NAME
SIZE
COMMENTS
N/A
REFER TO
SPECS
HAMMAMELIS VIRGINIANA
WITCHHAZEL
2 -3�
BAREROOT/
CONTAINER
N A
/
REFER TO
SPECS
LINDERA BENZOIN
SPICEBUSH
2 -3�
BAREROOT/
CONTAINER
N/A
REFER TO
SPECS
CERCIS CANADENSIS
REDBUD
2 -3�
BAREROOT/
CONTAINER
N/A
REFER TO
SPECS
VIBURNUM PRUNIFOLIUM
BLACKHAW
2 -3�
BAREROOT/
CONTAINER
N A
/
REFER TO
SPECS
RHUS GLABRA
SMOOTH SUMAC
2 -3�
BAREROOT/
CONTAINER
N A
/
REFER TO
SPECS
CORMUS FLORIDA
FLOWERING DOGWOOD
3 -4�
BAREROOT/
CONTAINER
N A
/
REFER TO
SPECS
PRUNUS SEROTINA
BLACK CHERRY
3 -4�
BAREROOT/
CONTAINER
N/A
REFER TO
SPECS
DIOSPYROS VIRGINIANA
PERSIMMON
3 -4,
BAREROOT/
CONTAINER
N/A
REFER TO
SPECS
FRAXINUS PENNSYLVANICA
GREEN ASH
3 -4,
BAREROOT/
CONTAINER
N/A
REFER TO
SPECS
JUGLANS NIGRA
BLACK WALNUT
3 -4,
BAREROOT/
CONTAINER
N/A
REFER TO
SPECS
SASSAFRAS ALBIDUM
SASSAFRAS
3 -4,
BAREROOT/
CONTAINER
Col
1
35' RIPARIAN BUFFER
(yo
TYPICAL RIFFLE POOL PLANTING DETAIL
NOT TO SCALE