20170537 Ver 1_Revised Mitigation Plans_20170517

.. urfldkS
r
J•Iry � RV
1 L
2
PROJECT SITE
S1reAland
Cross Wads
,C—read, u'
• r
o,oNn a arvoxzo,sm�� ro „o IiT.P`�c
VICINITY MAP
NTS
811.
Know what's below.
Call before you dig
NOTICE TO CONTRACTOR
PRIOR TO CONSTRUCTION, DIGGING, OR EXCAVATION THE
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND
UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND CROSS THROUGH
THE AREA(S) OF CONSTRUCTION, WHETHER INDICATED ON THE PLANS
OR NOT. CALL "811"A MINIMUM OF 72 HOURS PRIOR TO DIGGING OR
EXCAVATING. REPAIRS TO ANY UTILITY DAMAGED RESULTING FROM
CONSTRUCTION ACTIVITIES SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
REV RECORD:
BY I DATE I DESCRIPTION
REV RECORD:
BY I DATE I DESCRIPTION
HANNAH BRIDGE STREAM MITIGATION PROJECT
JOHNSTON COUNTY, NORTH CAROLINA
DW
LOWER HANNAH CREEK: HUC 030202011302
JULY 2016
RESOURCE ENVIRONMENTAL SOLUTIONS, LLC
302 JEFFERSON ST, SUITE 110
RALEIGH, NC 27605
DL'/G S7Q /A
HORIZ. 1 inch = 300%.
DRAWING LIST TABLE
DRAWING NUMBER
DRAWING TITLE
1
COVER
Al
OVERALL AERIAL
E1
EXISTING CONDITIONS INDEX
E2
EXISTING CONITIONS
E3
EXISTING CONITIONS
S1
REACH HB
S2
REACH HB
S3
REACH HIS
S4
REACH HB
S5
REACH HB
S6
REACH HB
S7
REACH HIS
S8
REACH HB
S9
REACH HB
S10
REACH HB
S11
REACH HF1
S12
REACH HF1
S13
REACH HF1
S14
REACH TH3
S15
REACH TH3
W1
WETLAND ENHANCEMENT
W2
WETLAND ENHANCEMENT
F1
FENCING PLAN
P1
PLANTING PLAN
P2
PLANTING PLAN
M1
MONITORING PLAN
D1
DETAILS
D2
DETAILS
D3
DETAILS
D4
DETAILS
D5
DETAILS
D6
DETAILS
PROFESSIONAL SEAL
E
O
8 0
OZYSOZ
OWz
N�m J
Zm
Ooio
Y
r-
�E
¢0_
a � w
U
Z O o
d i U
ro
o `D
N
m
LL Z
w
w
!;E
C) C>
a C) Ci
1--
0 U
LU
O z
� J
�O
Z cr
O Q
H U
C.7 �
H CC
O
z
Q �
W Z
OZ Z
u~, O
LL, O
c'S z
00
m �
z
S 2
Q
w z O
� Z
z Q
w
0
cr
W
0
U
z
Z
3
0
w
m T
� a
Z
z Q
2 O
D a
WKD PROD. NO.: 2015020500

�D CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v)919.782.0495
(t) 919.782.9672
www.wkdickson.com
NC. UCEN5E NO —74
FULL SCALE: 1"=200
0 200 400
2" = FULL SCALE
y 1" = HALF SCALES 16ILL z
PROJ. DATE: FEB 2016
Q.C.: MS
Q.C. DATE: JUN 2016
DRAWING NUMBER:
Al
PROJ. NO.:
2015020500
lii
o $
O �
� a
a
z
0
U
Z
O
z �
O
� O
� F
� o
O �r
uj Z
� F
O W.
U
ILL
p Z
o
z�
o_a
�g
� U
w N
O H
J
Z Z
�
to
� Z
�
w
z
w ¢
Q �
Q
U o
�
J
� w w
H
U) O
W
`� ti p
LU U
(7Z
>
O
F� m
az
Y N
_F
W
I
¢
¢ a
U
ILL
p Z
o
z�
o_a
�g
� U
w N
O H
J
Z Z
�
to
� Z
�
w
z
w ¢
Q �
Q
U o
�
J
� w w
H
U) O
W
`� ti p
LU U
(7Z
>
O
F� m
az
g
0CO
��
rn
Oz w
Lij = Z
�Q 0
J
O e�
=w N
ZZ
Z
Z
� tN
W S
I
3
Er
W W W W
z ¢z-
mo m
O
a
D
¢ate

�D CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v)919.782.0495
(t) 919.782.9672
www.wkdickson.com
NC. UCEN5E NO —74
FULL SCALE: 1"=200
0 200 400
2" = FULL SCALE
y 1" = HALF SCALES
LU
PROJ.DATE: �FEB2016
Q.C.: MS
Q.C. DATE: JUN 2016
DRAWING NUMBER:
E1
PROJ. NO.:
2015020500LUo $
O �
� a
a
z
0
U
Z
O
z cc
O
O
�
� F
to o
O �r
uj Z
U F
W.
U
h
U
y
ILL!
� Q
O Z
�_
o
5
� J
Z �
W
y
� $
OQ
0
zN
�U
Z
�c�
cc
Z
ZO s
Z
!Z:Z
U o
Q
LL1 Z
0
y w w
w �
W O
Z
U z
a 0
F-
U)w
Y N
_F
W
Lij W
I
¢
¢ a
U
h
U
y
ILL!
� Q
O Z
�_
o
5
� J
Z �
W
y
� $
OQ
0
zN
�U
Z
�c�
cc
Z
ZO s
Z
!Z:Z
U o
Q
LL1 Z
0
y w w
w �
W O
Z
U z
a 0
F-
U)w
F O o
Fr It—X
CO CD
Lij W
O
U
°r w `Y
� Z
z¢ C)
�
i-- Z�
U Z
c7
Z
,y Im
¢m..w
� Q
3
w www
z ¢zm
O
O
O
a
¢ate

UUYYHIUH 1 (9, W.K. UIUKSUN 5 (:U., IND. ALL HIGH 15 RESERVED. HEHHUUUU I ION UH USE OF I HE UUN I EH 18 OF 1 HIS UUUUMEN I; AUDI I TUNS UH VELE I IONS I U I HIS UUUUMEN I, IN WHOLE UH IN PAH I, WI I HUD I WHI I I EN UUNSEN I OF W.K. DICKSON 6 (:U., IND., IS YHUHItlI I U. ONLY UUPIES -HUM I HE UHIUINAL OF I HIS UUUUMEN I, MARKED WI I H AN UHIUINAL SIUNAI UHE AND SEAL SHALL BE UUNSIUEHEU I U BE VALID, I HUE OUPIES.
FILE NAME: OFILE NAME: O:\Projects\Resource Environmental Solutions\2015020500RA-Hannah Bridge Mitigation Site\CADD\Plan Set\2015020500RA SHT EXIST COND.dwg - Apri126, 2017- Ben Car 11 Environmental Solutions\2015020500RA-Hannah Bridge Mitigation Site\CADD\Plan Set\2015020500RA SHT EXIST COND.dwg -April 26, 2017- Ben Carroll
�D CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v)919.782.0495
(t) 919.782.9672
www.wkdickson.com
NC. UCEN5E NeF 74
FULL SCALE: V=100
0 100 200
2" = FULL SCALE
y 1" = HALF SCALEI
H
PROJ. DATE: FEB 2016
Q.C.: MS
Q.C. DATE: JUN 2016
DRAWING NUMBER:
E2
PROJ. NO.:
2015020500
�
� N
I- N
O a
a
Z
O
U
H
Z
O
z
cLL
c
U
U
N
w
I
O
� Q
O
EUGENE A. LEE DB
S
ELZ
0
EL
Z �
519, PG 506
~ U
C')w
z z
'U�
Z
_o
,x
� 0
Z
w ¢
c� Z
0
�
O
EIS
r
z
O �r
(n 0
W V
(n
HPC, •I A A A �- I LANDMARK LEGACY, LLC- DB
oQQf
W
X
w
z >
I- N o
ow
m
e2
3332, PG 668 PB 10, PG 133
�
!ILI ==
°C , N
w
z a p
H Z�
�
CS'
N M A
yIm
U Z
CONTROL POINT'
24" RCP �' Q �. 1 \ C'� N=593.138.0142'
SW INV=125.09 E=2.112,54].5539' ' / r
W wluw
Z ¢Z -
�
O
a
NE INV- ELEVATION
\ ELEVATION=139 88' HO
\ E
\ \\ \ \\ \I \\ EIP
`0 ���Qy��Py� THOMPSON, JR_
' V A :`\�\(ELP�HP6MP THOMPSON DB
_
PG 723
i °o' V 1111 4' 0, PG 437
P
ElEl
\ `
I Icy
Im
m
I
\
CO
mCONTROL
POINT
I \ N 593.085.5440' _
I
A
A
L E=2,172,898 9773' NAHUM MADRID
�\ ELEVATION --126.80'
/
I I
Z
- -
CRISTINA MADRID
- REACH HB1 DB 3807, PG 14
'--.�'
I DENNIS RAY WILLIAMS, JR.
SHEA WILLIAMS DB 4075, PG
z
.� . . ;
294 - -
\
WANDA L. MASSENGILL
PB 36, PG 67
- - _ ``
_I , 1 IP -
E
_ IP D�AAVID GARCIA ANDEZ LETIC A
EZQUITA VALDOVINOS DB 291
-
711.-==y=7�-
- M AL
- ,
I'
_�N� .- �C3'LZ PB 66, PG 247
� DING
II \1 r
t I IIS 1\
o+
Too REACH HF1
J y } DENNIS RAY WILLIAMS,
2200, PG 667 PB 59, PG 108 C.P. THOMPSON, JR.
ddd
Is
o
l
\,\
l 1 63
���Y�. v. '..,� J .
EVELYN H. , PIG 75 ON DB
1 4„PVC ' ` . �GEIIP 832. PG 75
V-132. _-_
NW IN 56
TERESA LEE BLB 36, PG 7, ((II
1235, PG 718 PB 36. PG 6T'/
n_ - -_ - J
rt
pp
Iri 0
/
•
. ..
Q b �Y�� /'
'�'-. Y3.Q � � _
�' a
' SE INV 131 45-
EIP \ 4
_ \
° � �:}
�o �
.a � � � Els' � �'
�.
i i' �,
Is
- � •� ��,®,{�.
no
© �• _ fi1 '1. na '�nE+3' d
'i. .6f© �-/-�V
'i
� Q',,
©
.�63 {8. Q © £•3 -
..'I.
\ \ \ C.P. THOMPSON. JFK'
VELYN H THGMPS0 t4 [
�'T \\ '��7i •®
832 PG 75 r3D
E I
_ X�Oi'll - __
_-
� `C` _IDS gy�y`d
J
pEVENCIO
1\ I } .\
',
7AVALET DE
4, PPG 614 P'
SHERRY M DIXON
SHELIA MASSENGI LL
DB 4659, PG 193 PB 36,
Pc 67 � II �
o-” -r
�i
� k
®., 1
I
.
1 v � I � m � d� I : j
V
J & M HOG FARM, INC. DB
1316, PG 140 PB 35, PG 265
J & M HOG FARM, INC. DB \ t
1316, PG 140 PB 35, PG 265 / r6)
CONTROL POINT
N=592,683.1338'�' /W/ I r,. •� �Ig (�'.
/
E=2,173.625.3896' %1
ELEVATION=146.15'
n €. . ' \ :� :dg
LEGEND
EXISTING CONTOUR MAJOR
- _50-
50-15
15" CPP -�
NW INV -136,98
.
^ jQ ;_ .© �`
\
EXISTING CONTOUR MINOR
46 - - - -
SE INV=131.59 "_ -
!3
-- O� • 63
EXISTING TOP OF BANK
- - - - TB
J
EXISTING BOTTOM OF BANK
----gg
Q
EXISTING CHANNEL CENTERLINE
REACH HB2
EXISTING FENCELINE
X—XX
.�\
®rgr
EXISTING TREELINE
TON JR.LOIS
ET.
B12'S.P
T. JOHN ON DB 1218, PG 278 PB
JOH
EXISTING WETLAND
D
EIS
35, PG 265
EXISTING TREE
���r��•',;VV�`ry���
"'LLLJJJLLLTTT
'VLT
UUYYHIUH 1 (9, W.K. UIUKSUN 5 (:U., IND. ALL HIGH 15 RESERVED. HEHHUUUU I ION UH USE OF I HE UUN I EH 18 OF 1 HIS UUUUMEN I; AUDI I TUNS UH VELE I IONS I U I HIS UUUUMEN I, IN WHOLE UH IN PAH I, WI I HUD I WHI I I EN UUNSEN I OF W.K. DICKSON 6 (:U., IND., IS YHUHItlI I U. ONLY UUPIES -HUM I HE UHIUINAL OF I HIS UUUUMEN I, MARKED WI I H AN UHIUINAL SIUNAI UHE AND SEAL SHALL BE UUNSIUEHEU I U BE VALID, I HUE OUPIES.
FILE NAME: OFILE NAME: O:\Projects\Resource Environmental Solutions\2015020500RA-Hannah Bridge Mitigation Site\CADD\Plan Set\2015020500RA SHT EXIST COND.dwg - Apri126, 2017- Ben Car 11 Environmental Solutions\2015020500RA-Hannah Bridge Mitigation Site\CADD\Plan Set\2015020500RA SHT EXIST COND.dwg -April 26, 2017- Ben Carroll
�D CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v)919.782.0495
(t) 919.782.9672
www.wkdickson.com
NC. UCEN5E NeF 74
FULL SCALE: V=100
0 100 200
2" = FULL SCALE
y 1" = HALF SCALEI
H
PROJ. DATE: FEB 2016
Q.C.: MS
Q.C. DATE: JUN 2016
DRAWING NUMBER:
E2
PROJ. NO.:
2015020500
�
� N
I- N
O a
a
Z
O
U
H
Z
O
z
cLL
c
U
U
N
w
O
� Q
O
S
ELZ
0
EL
Z �
z $
~ U
C')w
z z
'U�
Z
_o
,x
� 0
Z
w ¢
c� Z
0
�
O
¢
w
r
z
O �r
(n 0
W V
(n
O
Y N
oQQf
W
X
w
z >
I- N o
ow
m
U
U
N
w
O
� Q
O
S
ELZ
0
EL
Z �
z $
~ U
C')w
z z
'U�
Z
_o
,x
� 0
Z
w ¢
c� Z
0
� _d
c`3
� w w
w.
(n 0
W V
(n
F ti o
a
(Dz
DO
X
w
z >
I- N o
ow
m
e2
� Z
�
!ILI ==
°C , N
w
z a p
H Z�
�
CS'
N M A
yIm
U Z
Z
W wluw
Z ¢Z -
�
O
a
¢ate

RONALD GREG THOMPS<
1226, PG 509 PB 35, PG
N/F EARNESTINE
BENDER REACH
..........
C P THOMPSON, JR
E ELY N Hl THOMPSON DBS.
j832,PO 75, -
..
6
V/. RCP/` . .
HE INV 12693 . - -
JAMES KEVIN MASSENGILL
JAMES BRYSON MASSENGILL DS
3938, PG 696
N/F EARNESTINE
BENDER \ -
1 "o ae = ..NMAH CREEK
C.P. THOMPSON, JR.
EVELYN H.. THOMPSON DB ����,gy-�����•� -
N• M ,
NW IN 119.65 1432PG 212
BE INV 19.69
C.
HOMPSON, JR.
EVFLY H. TPIS 723 NDB
�SW IMV i,�B 25' -.�� � � \ x— X- X� '� — \!.'" 3633, PG 723
° �0
t� CONTROL POINT — —
�. _ II N=594,822.2581' �-
-`V A _E=2.173,9441695' /
\ X ELEVAT,IQN 122]9'
Ni@QL POINT
_ N 594 976.4499�9 /y1
x a
ELEVATION 11991 I \r
hv1 JAMES KEVIN MASSENGILL
JAMES BRYSON MASSENGILL DB
C.P. THOMPSON JR. _ �"✓� ` 3938, PG 698
EVELYN H. THOMPSON DB C.P. THOMPSON, JR.
\ I 3633, PG 7.EVELYN H THOMPSON DS
3633. PG 723_
/C.P. THOMPSON, J . f '� REACH HB4 _g
}EVELYN H. THOMPSO N DS
832, PG 75
y� Q
'ErP
Q
I C.P. THOMPSON, JR.
EVELYN H. THOMPSON DS
832, PG 75
24" RCP -
- —_TB \1 NE INV=110.50
x I \) REACH HB3 SW INV=111.38 I�p
12" CPP
�k I }
EN EIPWINV=111,77 CONT04ROL POINT ® '
. \ EINV=111,83 — _ N 50671240 11 6�
'"-X `� �'' \X_Y, � -JE 21748431408 - -
JOSEPEE k \k x "}- _ _ 1 _ — _ _ _ ELEVATION 11495
C. BEASLEY DB EVE - J �_ �___ - - INv=119]6
V f
10 \ - "� 00 I -z4• P
1163, PG 644 �\ _ sa ♦ 1
Z/+VALE DB _ 36 RCP 1 \ \ ��e ` '� e ' 7 r SW INV=111.06
4164, ;PG 61 B \ ., IP /
� / WINV=12469_ } \\ - '\' ' F3
67,'RG 43 EINV=124 58 '� X I \ W CPP �l 1 .
\\.. ` nW Tg ✓ - _ 15" RCP E INV-1NV=1111166
EIP 1 ���' �� .l / 1CONTROL POINT
r,// I \ WINV 113.10
O VZ2 N-592,886.6797 V NE INV 113.73
E2,nas11.516a EUGENESTEWART
U / ELEVATION=12333 I ' 12"MPj _ LAURA A. STEWART
NW INV =116.44 ,: g� DS 656, PG 553
SE INV 116.08 �� \
15' RCP 1 '- — gy ` p " �� — — EARL BENTON JOHNSON, JR. LOIS EIP
SW INV=123.84 _ o+f r ti — -
NE INV=123x3 / _ -� + 0 I C3 T. JOHNSON DB 1218, PG 278 PB
- +00 �g—++o4 s �. � / / -- — — 3 35, PG 266
�1
EARL JOHNSON
IJOHNSON, 27 LOIS
T. JOHNSON DB 1218, PG 278 PB
EI �. 35, PG 265
REACH HB2
...{....
EXISTING CONTOUR MAJOR —
. . . . . . . .
—
.
N
W
Q Q
—.
.r, -
-
I.
.l .I I.
EXISTING CONTOUR MINOR
C.P. THOMPSON, JR..,
- - .-�
z�
EIR, �—
t
.
C.PTHOMPSON, JR.
EVELYN H. THOMPSON DB
-
`
EVELYN H. THOMPSON DB
3633, PG 723 _ - _ - ' _'
' _ ./' -' _'
w�
r
1432, PG 212
�Z
Z
ow w
¢ ti O
H-�
W �
�
EXISTING FENCELINE
:P: THOMPSO
W
Y N
EUGENE STEWART
W
EV LYN.H: THOM SON DS
-
I'
' . �_ f. f / LAURA A. STEWART
EXISTING TRE LINE
_ 3633, PG 23 ,,—
tit
Eia.,, DB 656, PG 553
EXISTING WETLAND
� Q
3
�
Z ¢zm
O
v 1
¢ate
EARL BENTON JOHNSON, JR. LOIS
EXISTING TREE
T. JOHNSON DS 1218, PG 278 PB
35, PG 265
24" RCP -
- —_TB \1 NE INV=110.50
x I \) REACH HB3 SW INV=111.38 I�p
12" CPP
�k I }
EN EIPWINV=111,77 CONT04ROL POINT ® '
. \ EINV=111,83 — _ N 50671240 11 6�
'"-X `� �'' \X_Y, � -JE 21748431408 - -
JOSEPEE k \k x "}- _ _ 1 _ — _ _ _ ELEVATION 11495
C. BEASLEY DB EVE - J �_ �___ - - INv=119]6
V f
10 \ - "� 00 I -z4• P
1163, PG 644 �\ _ sa ♦ 1
Z/+VALE DB _ 36 RCP 1 \ \ ��e ` '� e ' 7 r SW INV=111.06
4164, ;PG 61 B \ ., IP /
� / WINV=12469_ } \\ - '\' ' F3
67,'RG 43 EINV=124 58 '� X I \ W CPP �l 1 .
\\.. ` nW Tg ✓ - _ 15" RCP E INV-1NV=1111166
EIP 1 ���' �� .l / 1CONTROL POINT
r,// I \ WINV 113.10
O VZ2 N-592,886.6797 V NE INV 113.73
E2,nas11.516a EUGENESTEWART
U / ELEVATION=12333 I ' 12"MPj _ LAURA A. STEWART
NW INV =116.44 ,: g� DS 656, PG 553
SE INV 116.08 �� \
15' RCP 1 '- — gy ` p " �� — — EARL BENTON JOHNSON, JR. LOIS EIP
SW INV=123.84 _ o+f r ti — -
NE INV=123x3 / _ -� + 0 I C3 T. JOHNSON DB 1218, PG 278 PB
- +00 �g—++o4 s �. � / / -- — — 3 35, PG 266
�1
EARL JOHNSON
IJOHNSON, 27 LOIS
T. JOHNSON DB 1218, PG 278 PB
EI �. 35, PG 265
REACH HB2
...{....
EXISTING CONTOUR MAJOR —
—50 —
—
.
N
W
Q Q
p
5
� J
a
EXISTING CONTOUR MINOR
46-
z�
l
EXISTINGTOPOFBANK
�
TB
/
EXISTING BOTTOM OF BANK
— — —
— BB
w�
EXISTING CHANNEL CENTERUNE
�Z
Z
ow w
¢ ti O
H-�
W �
�
EXISTING FENCELINE
X XX
W
Y N
W
e�
H
f
EXISTING TRE LINE
tit
f I I
EXISTING WETLAND
� Q
3
�
Z ¢zm
O
a
¢ate
EARL BENTON JOHNSON, JR. LOIS
EXISTING TREE
T. JOHNSON DS 1218, PG 278 PB
35, PG 265
�D CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v)919.782.0495
(t) 919.782.9672
www.wkdickson.com
NC. LICENSE NO —74
FULL SCALE: 1"=100
0 100 200
2" = FULL SCALE
HALF SCALE��'CcEL 06Lij
Jul
PROJ.DATE: FEB 2016
Q.C.: MS
Q.C. DATE: JUN 2016
DRAWING NUMBER:
E3
PROJ. NO.:
2015020500
� N
F N
O a
a
Z
O
U
H
Z
O
Z �
O
� O
�
F-
0
w
Z
O Jul
U
U
N
W
Q Q
p
5
� J
a
�
z�
Z�
O_ Q
~ U
�
w
z
Z
z
�Z
Z
w�
�Z
Z
ow w
¢ ti O
H-�
W �
�
U ti o
C7 Z
00
W
Y N
W
W
e�
H
U
U
N
W
Q Q
p
5
� J
a
�
z�
Z�
O_ Q
~ U
�
w
z
Z
z
�Z
Z
w�
�Z
Z
ow w
¢ ti O
H-�
W �
�
U ti o
C7 Z
00
W
la— N g
ow
2
C0
W
e�
H
S w
z Q �
� Z�
U Z
CO
Z
�y Im
¢m..w
� Q
3
�
Z ¢zm
O
a
¢ate

AF
MO 24"GT
EUGENE A. LEE DB ^' } a '+ 7 REACH HB
519, PG 506 /I P1 RESTORATION / -
(STA 00+15 TO STA 14+45) - 4x00
O
4)I +
Ul
I
tV V 18"GT
z -r � � 3+00 �
\ 1 1 - "GT 15"BTt5 GT \ u
-0
NO
GnT -
' ) 'i15"GT 18"GT F i 18"GT
16"GT _ F
° �� A
/tom
REMOVE EXISTING PIPE / L \ \ / e✓ . �.
AND DISPOSE OF OFFSITE.
I
70"OTU Ar . -
.y\\ 24"G7 / - FILL EXISTING CHANNEL,
\ / '24"G ) y SEE DWG D2 y
t7 15"O
0 \ \ LL / SO "` 24" RCP
SW INV=125.09
-�'•2 \ >\ O 18" 20' NEINV=1-5.49
,. 15'GT O.L
135
132
129
126
123
120
117
115
0+00
COPYRIGHT 0, W.K. DICKSON & GO., INC. ALL RIGHTS RESERVED. REPRODUC
FILE NAME: O:\Projecte\Resource Environmental Solutions\2015020500RA - Hannah
SCALE: HOR 1"=30'; VERT 1"=3'
DELETIONS TO THIS
11
, 2017 - Ben Carroll
135
132
129
126
123
120
117
115
4+50
12.2
2.5 3.8
BANKFULL STAGE
16
4
TYPICAL SHALLOW CROSS SECTION
TYPICAL POOL CROSS SECTION
STRAIGHT REACH
I
2:2
4
TYPICAL RIGHT MEANDER CROSS SECTION
1 7
2�
IL
TYPICAL LEFT MEANDER CROSS
SECTION
NOTES:
1. IN GENERAL, STREAM CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO
DOWNSTREAM DIRECTION.
2. ALL EXCAVATED MATERIAL MUST BE PLACED WITHIN DESIGNATED STOCKPILE AREAS.
3. ALL IMPERVIOUS DIKES AND BYPASS PUMPING EQUIPMENT SHALL BE MODIFIED AT THE
END OF EACH DAY TO RESTORE NORMAL FLOW BACK TO THE CHANNEL.
4. CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS OR TREES TO REMAIN, AND
SHALL NOT DAMAGE SUCH TREES IN ANY WAY. EXCAVATED OR OTHER MATERIAL
SHALL NOT BE PLACED, PILED OR STORED WITHIN THE CRITICAL ROOT ZONE AREA OF
THE TREES TO BE SAVED.
5. UNLESS NOTED OTHERWISE, FILL MATERIAL GENERATED FROM CHANNEL EXCAVATION
AND STABILIZATION SHALL BE PLACED INSIDE THE EXISTING CHANNEL TO BE
ABANDONED AT AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE TOWARDS THE
PROPOSED CHANNEL.
6. REMOVE AND STOCKPILE GRAVEL SUBSTRATE LOCATED WITHIN EXISTING CHANNELS,
THIS MATERIAL SHALL BE INSTALLED ON THE PROPOSED BED OF SHALLOW CHANNEL
SECTIONS.
7. IN -STREAM STRUCTURES PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS
(BRUSH TOES, LOG VANES, ROOT WADS, AND LOG TOES) MAY BE USED
INTERCHANGEABLY THROUGHOUT THE PROJECT PER APPROVAL FROM DESIGNER.
LEGEND
EXISTING CONTOUR MAJOR
— —50— — —
EXISTING CONTOUR MINOR
— — — — 46 — —
PROPOSEDCONTOURMAJOR
H
D N
PROPOSED CONTOUR MINOR
EXISTING WETLAND
EXISTING TOP OF BANK
— — — — TB
EXISTING BOTTOM OF BANK
— — — — BB
PROPOSED CENTERLINE OF
CHANNEL
EXISTING FENCELINE
— — — — X
EXISTING TREELINE
PROPOSED TOP OF BANK
----------
LIMITS OF PROPOSED
CONSERVATION EASEMENT
LCE
PROPOSED CHANNELDWG UG
D2)
(SEE DETAIL DWG D2)
PROPOSED FILL AREA
DIFFUSE FLOW STRUCTURE
Naz5��zwUNUQz�=¢Ni
(SEE DETAIL DWG 134)
BRUSHTOE
(SEE DETAIL DWG 133)
LOG
RADE CONTROL
(SEE DETAIL SHEET D4)
LOG TOE PROTECTION
STA 0
29
LOG SILL
(SEE DETAIL DWG D4)
ELEV
25.58 PROPOSEE
LOG SILL
EXISTING
GRADE ALONG
(SEE DETAIL DWG D3)
TOP OF BA
4K STA 2+03
/-STREAM
CENTERLINE LOG GRADE CON ftOL
-
ELEV 124�:9'h -
LOG SILL
STA 2+93 STA 4135
-
-
(SEE DETAIL DWG D6)
FLOODPLAIN SILL
ELEV 124.44 ELEV 124
20 -
LOG GRADE CONTROL
j
(PROFILE)
(WTt
I
O
(PROFILE)
o
DOUBLE LOG DROP
a
PROPOSED
aj
ANNEL BOTTOM N
m m
(PROFILE)
N
(PROFILE)
w
N
W
co w W w, > w
w � w
N N w
N N N r N
'�" N
J m w IIJI w
w
co w o —w w N
>>
w w. w
J co w
w w
—> j w
..w.
> �2 —>
— M
w
w
w w w w
J
w
p �' w m
n
N
}
N
N y
H
Q F
ur y r
m
r in
115
0+00
COPYRIGHT 0, W.K. DICKSON & GO., INC. ALL RIGHTS RESERVED. REPRODUC
FILE NAME: O:\Projecte\Resource Environmental Solutions\2015020500RA - Hannah
SCALE: HOR 1"=30'; VERT 1"=3'
DELETIONS TO THIS
11
, 2017 - Ben Carroll
135
132
129
126
123
120
117
115
4+50
12.2
2.5 3.8
BANKFULL STAGE
16
4
TYPICAL SHALLOW CROSS SECTION
TYPICAL POOL CROSS SECTION
STRAIGHT REACH
I
2:2
4
TYPICAL RIGHT MEANDER CROSS SECTION
1 7
2�
IL
TYPICAL LEFT MEANDER CROSS
SECTION
NOTES:
1. IN GENERAL, STREAM CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO
DOWNSTREAM DIRECTION.
2. ALL EXCAVATED MATERIAL MUST BE PLACED WITHIN DESIGNATED STOCKPILE AREAS.
3. ALL IMPERVIOUS DIKES AND BYPASS PUMPING EQUIPMENT SHALL BE MODIFIED AT THE
END OF EACH DAY TO RESTORE NORMAL FLOW BACK TO THE CHANNEL.
4. CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS OR TREES TO REMAIN, AND
SHALL NOT DAMAGE SUCH TREES IN ANY WAY. EXCAVATED OR OTHER MATERIAL
SHALL NOT BE PLACED, PILED OR STORED WITHIN THE CRITICAL ROOT ZONE AREA OF
THE TREES TO BE SAVED.
5. UNLESS NOTED OTHERWISE, FILL MATERIAL GENERATED FROM CHANNEL EXCAVATION
AND STABILIZATION SHALL BE PLACED INSIDE THE EXISTING CHANNEL TO BE
ABANDONED AT AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE TOWARDS THE
PROPOSED CHANNEL.
6. REMOVE AND STOCKPILE GRAVEL SUBSTRATE LOCATED WITHIN EXISTING CHANNELS,
THIS MATERIAL SHALL BE INSTALLED ON THE PROPOSED BED OF SHALLOW CHANNEL
SECTIONS.
7. IN -STREAM STRUCTURES PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS
(BRUSH TOES, LOG VANES, ROOT WADS, AND LOG TOES) MAY BE USED
INTERCHANGEABLY THROUGHOUT THE PROJECT PER APPROVAL FROM DESIGNER.
LEGEND
EXISTING CONTOUR MAJOR
— —50— — —
EXISTING CONTOUR MINOR
— — — — 46 — —
PROPOSEDCONTOURMAJOR
H
D N
PROPOSED CONTOUR MINOR
EXISTING WETLAND
EXISTING TOP OF BANK
— — — — TB
EXISTING BOTTOM OF BANK
— — — — BB
PROPOSED CENTERLINE OF
CHANNEL
EXISTING FENCELINE
— — — — X
EXISTING TREELINE
PROPOSED TOP OF BANK
----------
LIMITS OF PROPOSED
CONSERVATION EASEMENT
LCE
PROPOSED CHANNELDWG UG
D2)
(SEE DETAIL DWG D2)
PROPOSED FILL AREA
DIFFUSE FLOW STRUCTURE
Naz5��zwUNUQz�=¢Ni
(SEE DETAIL DWG 134)
BRUSHTOE
(SEE DETAIL DWG 133)
DOUBLE LOG DROP
(SEE DETAIL SHEET D4)
LOG TOE PROTECTION
(SEE DETAIL DWG D2)
LOG SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL STRUCTURE
(SEE DETAIL DWG D2)
LOG VANE
(SEE DETAIL DWG D3)
LOG J -HOOK
_
(SEE DETAIL DWG D6)
RIFFLE GRADE CONTROL
(SEE DETAIL DWG D6)
BRUSH BED SILL
(SEE DETAIL DWG D6)
FLOODPLAIN SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL
j
(PROFILE)
(WTt
LOG SILL
O
(PROFILE)
o
DOUBLE LOG DROP
a
(PROFILE)
aj
BRUSH BED SILL
(PROFILE)
RIFFLE GRADE CONTROL
(PROFILE)
DD CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(V) 919.782.0495
(1) 919.782.9672
www.wkdicksorl
tees. No. 1.7.
FULL SCALE: 1"=30
0 30 60
FULL SCALE
y 1" =HALF SCALE I`
DZuj0
==Qz¢yoa�Yg
IJ�3OlIIi
l
�
WOaJ
H
D N
V
z�n�o='Nm
Naz5��zwUNUQz�=¢Ni
�o>a
UWZ O
0
cc: y
OQ w
0ZODJz LU
cr
C/) O
W7Z �z
D ILE 0 °
mH 8
Z
ZQ0z yiF,ZZ JW0Q ¢zm�Z¢waO
PRODATE: �FEB2016
O.C.: MS
O.C. DATE: JUN 2016
DRAWING NUMBER:
S1
PROJ. NO.:
2015020500o�m
z�n�o='Nm
n¢QU-
r

135
132
129
126
123
120 -
117
115
4+50
a'
�T CONTROL POINT
N=593 085.5440' _
E=2.1]2,886.9773' x �\
ELFvnnoN=lz6so• /
„6'X��
p01 �O 4 -�- - - - — — ,
0
0
CO
Id�
REACH HB V `
P1 RESTORATION .. \
1e'T (STA 00+15 TO STA 14+45) \
FILL EXISTING CHANNEL. `
SEE DWG D2
5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50
SCALE: HOR 1"=30'; VERT 1"=3'
COPYRIGHT 0, W.K. DICKSON & GO., INC. ALL RIGHTS RESERVED. REPRODUC
FILE NAME: O:\Projects\Resource Environmental Solutions\2015020500RA - Hannah
DELETIONS TO THIS
11, 2017 - Ben Carroll
135
132
129
126
123
120
117
115
9+00
12.2
2.5 3.6
BANKFULL STAGE
6
4
TYPICAL SHALLOW CROSS SECTION
TYPICAL POOL CROSS SECTION
STRAIGHT REACH
'\\\ __/ 1 I
22
4
TYPICAL RIGHT MEANDER CROSS SECTION
2�
TYPICAL LEFT MEANDER CROSS
SECTION
NOTES:
1. IN GENERAL, STREAM CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO
DOWNSTREAM DIRECTION.
2. ALL EXCAVATED MATERIAL MUST BE PLACED WITHIN DESIGNATED STOCKPILE AREAS.
3. ALL IMPERVIOUS DIKES AND BYPASS PUMPING EQUIPMENT SHALL BE MODIFIED AT THE
END OF EACH DAY TO RESTORE NORMAL FLOW BACK TO THE CHANNEL.
4. CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS OR TREES TO REMAIN, AND
SHALL NOT DAMAGE SUCH TREES IN ANY WAY. EXCAVATED OR OTHER MATERIAL
SHALL NOT BE PLACED, PILED OR STORED WITHIN THE CRITICAL ROOT ZONE AREA OF
THE TREES TO BE SAVED.
5. UNLESS NOTED OTHERWISE, FILL MATERIAL GENERATED FROM CHANNEL EXCAVATION
AND STABILIZATION SHALL BE PLACED INSIDE THE EXISTING CHANNEL TO BE
ABANDONED AT AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE TOWARDS THE
PRO POSED CHANNEL.
6. REMOVE AND STOCKPILE GRAVEL SUBSTRATE LOCATED WITHIN EXISTING CHANNELS,
THIS MATERIAL SHALL BE INSTALLED ON THE PROPOSED BED OF SHALLOW CHANNEL
SECTIONS.
7. IN -STREAM STRUCTURES PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS
(BRUSH TOES, LOG VANES, ROOT WADS, AND LOG TOES) MAY BE USED
INTERCHANGEABLY THROUGHOUT THE PROJECT PER APPROVAL FROM DESIGNER.
LEGEND
EXISTING CONTOUR MAJOR
— —50— — —
EXISTING CONTOUR MINOR
----46-----
PROPOSED CONTOUR MAJOR
H
D N
PROPOSED CONTOUR MINOR
EXISTING WETLAND
EXISTING TOP OFBANK
— — — — TB
EXISTING BOTTOM OF BANK
— — — — BB
PROPOSED CENTERLINE OF
EXISTING GRADE ALONG
EXISTING FENCELINE
— — — — X
EXISTING TREELINE
PROPOSED TOP OF BANK
----------
LIMITS OF PROPOSED
CONSERVATION EASEMENT
LCE
STREAM CENTERLINE
PROPOSED
(SEE DETAIL DWG D2)
D2)
STA 8+2
DIFFUSE FLOW STRUCTURE
(SEE DETAIL DWG D4)
F BANK
ELEV. 722.6
- -
LOG SILL
STA 5+48
[TOP
LOG TOE PROTECTION
G JHOOK
TA 6+81
DOUBLE LOG DROP
��
LOG SILL
ELEV 123.74
LOG GRADE CONTROL STRUCTURE
LEV 123.30
(SEE DETAIL DWG D2)
LOG VANE
(SEE DETAIL DWG D3)
LOG J -HOOK
_
STA 8+15
RIFFLE GRADE CONTROL
(SEE DETAIL DWG D6)
BRUSH BED SILL
tLtV 12Z.95
FLOODPLAIN SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL
, L
(PROFILE)
LOG SILL
O
(PROFILE)
on
DOUBLE LOG DROP
(PROFILE)
BRUSH BED SILL
(PROFILE)
RIFFLE GRADE CONTROL
(PROFILE)
w w
W
w—
w
w
•-
co
w
a
>
W w
W
w >
W
W
J
J
W
W
w
w
w
N
ry
w
m
o
ri
ry
N
�i
LLl
>N
w
N
i ^
—�
t
m
m
-m
m
W
<
—�
-
W
ulN—
W
-tu
w
w
W
w
w��—
o
F
N
r�Q
a
p—a
JW—.J
w$
w
WW—
F a
AF
N
.i
ra-
a
m
a m
_;
^
n
-.
in
n
.
+
N N
H F
N
N
Fa-
N
t~n F
Q
m
T
°JQ
Q
PR
POSED
m
in y m�
CHANNEL
OTTOM
5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50
SCALE: HOR 1"=30'; VERT 1"=3'
COPYRIGHT 0, W.K. DICKSON & GO., INC. ALL RIGHTS RESERVED. REPRODUC
FILE NAME: O:\Projects\Resource Environmental Solutions\2015020500RA - Hannah
DELETIONS TO THIS
11, 2017 - Ben Carroll
135
132
129
126
123
120
117
115
9+00
12.2
2.5 3.6
BANKFULL STAGE
6
4
TYPICAL SHALLOW CROSS SECTION
TYPICAL POOL CROSS SECTION
STRAIGHT REACH
'\\\ __/ 1 I
22
4
TYPICAL RIGHT MEANDER CROSS SECTION
2�
TYPICAL LEFT MEANDER CROSS
SECTION
NOTES:
1. IN GENERAL, STREAM CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO
DOWNSTREAM DIRECTION.
2. ALL EXCAVATED MATERIAL MUST BE PLACED WITHIN DESIGNATED STOCKPILE AREAS.
3. ALL IMPERVIOUS DIKES AND BYPASS PUMPING EQUIPMENT SHALL BE MODIFIED AT THE
END OF EACH DAY TO RESTORE NORMAL FLOW BACK TO THE CHANNEL.
4. CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS OR TREES TO REMAIN, AND
SHALL NOT DAMAGE SUCH TREES IN ANY WAY. EXCAVATED OR OTHER MATERIAL
SHALL NOT BE PLACED, PILED OR STORED WITHIN THE CRITICAL ROOT ZONE AREA OF
THE TREES TO BE SAVED.
5. UNLESS NOTED OTHERWISE, FILL MATERIAL GENERATED FROM CHANNEL EXCAVATION
AND STABILIZATION SHALL BE PLACED INSIDE THE EXISTING CHANNEL TO BE
ABANDONED AT AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE TOWARDS THE
PRO POSED CHANNEL.
6. REMOVE AND STOCKPILE GRAVEL SUBSTRATE LOCATED WITHIN EXISTING CHANNELS,
THIS MATERIAL SHALL BE INSTALLED ON THE PROPOSED BED OF SHALLOW CHANNEL
SECTIONS.
7. IN -STREAM STRUCTURES PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS
(BRUSH TOES, LOG VANES, ROOT WADS, AND LOG TOES) MAY BE USED
INTERCHANGEABLY THROUGHOUT THE PROJECT PER APPROVAL FROM DESIGNER.
LEGEND
EXISTING CONTOUR MAJOR
— —50— — —
EXISTING CONTOUR MINOR
----46-----
PROPOSED CONTOUR MAJOR
H
D N
PROPOSED CONTOUR MINOR
EXISTING WETLAND
EXISTING TOP OFBANK
— — — — TB
EXISTING BOTTOM OF BANK
— — — — BB
PROPOSED CENTERLINE OF
CHANNEL
EXISTING FENCELINE
— — — — X
EXISTING TREELINE
PROPOSED TOP OF BANK
----------
LIMITS OF PROPOSED
CONSERVATION EASEMENT
LCE
PROPOSED CHANNELDWG UG
(SEE DETAIL DWG D2)
D2)
PROPOSED FILL AREA
DIFFUSE FLOW STRUCTURE
(SEE DETAIL DWG D4)
BRUSHTOE
(SEE DETAIL DWG D3)
DOUBLE LOG DROP
(SEE DETAIL SHEET D4)
LOG TOE PROTECTION
(SEE DETAIL DWG 02)
LOG SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL STRUCTURE
(SEE DETAIL DWG D2)
LOG VANE
(SEE DETAIL DWG D3)
LOG J -HOOK
_
(SEE DETAIL DWG D6)
RIFFLE GRADE CONTROL
(SEE DETAIL DWG D6)
BRUSH BED SILL
(SEE DETAIL DWG DB)
FLOODPLAIN SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL
, L
(PROFILE)
LOG SILL
O
(PROFILE)
on
DOUBLE LOG DROP
(PROFILE)
BRUSH BED SILL
(PROFILE)
RIFFLE GRADE CONTROL
(PROFILE)
�D CKSON
community infrastructure consultants
Transportat on + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(V) 919.782.0495
(1) 919.782.9672
www.wkdickson.com
CENSE NO '171
FULL SCALE: 1"=30
0 30 60
FULL SCALE 1" =ALF SCALE I`
LEI
Jaz5�zw¢yUQ�Ni
n
H
D N
HaO
z�yn��wNzLL�Nm
UWZ O
0 y
O w
Vcc: LU
fr
0 oZ
q O
WZ
0O Zo¢
ErZW� J=
ZQz0UZ 2 N
Q Z¢LLi
O zuo>amOO
PROJ.DATE: FEB 2016
OCMS
O.C. JUN 2016
DRAWING NUMBER:
S2
PROD. NO.:
2015020500H�mrnJl
¢a�
z�yn��wNzLL�Nm
y

129
126
123
120
117
114
111
109
c
� NOTES:
s �7
�N �JI FT
- /+ 12'2 i. IND
GENERAL, STREAM CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO
DOWNSTREAM DIRECTION.
/ + w 2.5 '3.8
2. ALL EXCAVATED MATERIAL MUST BE PLACED WITHIN DESIGNATED STOCKPILE AREAS.
BANKFULL STAGE 3, ALL IMPERVIOUS DIKES AND BYPASS PUMPING EQUIPMENT SHALL BE MODIFIED AT THE
END OF EACH DAY TO RESTORE NORMAL FLOW BACK TO THE CHANNEL.
12"
4. CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS OR TREES TO REMAIN, AND
\ -� . — — _ i _ / I �. C _ I a / 15• a + SHALL NOT DAMAGE SUCH TREES IN ANY WAY. EXCAVATED OR OTHER MATERIAL
SHALL NOT BE PLACED, PILED OR STORED WITHIN THE CRITICAL ROOT ZONE AREA OF
THE TREES TO BE SAVED.
—X — y`%+ � / + a 4. 5. UNLESS NOTED OTHERWISE, FILL MATERIAL GENERATED FROM CHANNEL EXCAVATION
AND STABILIZATION SHALL BE PLACED INSIDE THE EXISTING CHANNEL TO BE TYPICAL SHALLOW CROSS SECTION
„T ABANDONED AT AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE TOWARDS THE
PROPOSED CHANNEL.
16"GT 12.0 6. REMOVE AND STOCKPILE GRAVEL SUBSTRATE LOCATED WITHIN EXISTING CHANNELS,
REACH HB ` + "GT ,� + + 1�' 3.5 5.0 3.5 THIS MATERIAL SHALL BE INSTALLED ON THE PROPOSED BED OF SHALLOW CHANNEL
P7 RESTORATION SECTIONS.
(STA 00+15 TO STA 14+45 ` BANKFULL STAGE
4 ) 7. IN -STREAM STRUCTURES PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS
(BRUSH TOES, LOG VANES, ROOT WADS, AND LOG TOES) MAY BE USED
INTERCHANGEABLY THROUGHOUT THE PROJECT PER APPROVAL FROM DESIGNER.
o „
_-
•
2.1
+ 00 Biu
Z./ •." EIS O
J
U
Q ,
-_-
+ \ .
} 12"T
+ FILL EXISTING CHANNEL.
SEE DWG D2�
1 PT a
REACH HF1 + P(i ` ham° //' "GT' it II
�t P1 RESTORATION
(SEED WG S13) + }3 / �+ r + \12" i
15• �,;5J3LL +15 T",.�i�/ ��// 18" /% 9® 45,
T.
1S X5 12"T
12"T
Z �
GThU
15 MI Q
COPYRIGHT 0, W.K. DICKSON & GO., INC. ALL RIGHTS RESERVED. REPRODUC
FILE NAME: O:\Projects\Resource Environmental Solutions\2015020500RA - Hannah
SCALE: HOR 1"=30'; VERT 1"=3'
DELETIONS TO THIS
11, 2017 - Ben Carroll
129
126
123
120
117
114
111
109
0
TYPICAL POOL CROSS SECTION
STRAIGHT REACH
/ Z 11 2
4
TYPICAL RIGHT MEANDER CROSS SECTION
2
2
TYPICAL LEFT MEANDER CROSS
SECTION
EXISTING CONTOUR MAJOR
— —50— — —
EXISTING CONTOUR MINOR
----46-----
PROPOSED CONTOUR MAJOR
J
ai
PROPOSED CONTOUR MINOR
EXISTING WETLAND
0 Z
EXISTING TOP OF BANK
— — — — TB
EXISTING GRAD=
ALONG
PROPOSED CENTERLINE OF
CHANNEL
�
.PROPOSED
— — — — X
STREAM CE
TERLINE
PROPOSED TOP OF BANK
----------
LIMITS OF PROPOSED
OP OF BANK
LCE
PROPOSED CHANNELDWG UG
w
D2)
(SEE DETAIL DWG D2)
=
LOG SILL
DIFFUSE FLOW STRUCTURE
LOG
GRADE CONTROL
LU
LOG SILL
g ¢
(SEE DETAIL DWG 133)
z >
DOUBLE LOG DROP
STA 9+2
LOG SILL
o O
E r
LOG TOE PROTECTION
STA 11-6
(SEE DETAIL DWG D2)
STA 12+64
LOG SILL
Z Q
(SEE DETAIL DWG D4)
N m O1
ELEV 12
.21 STA 9+88
(SEE DETAIL DWG D2)
� Q
ELEV121.00
Z¢zm
ELEV 120
O
LOG J -HOOK
ELEV 121.E
3
00=2
RIFFLE GRADE CONTROL
(SEE DETAIL DWG D6)
BRUSH BED SILL
7J
(SEE DETAIL DWG D6)
FLOODPLAIN SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL
wi2
(PROFILE)
LOG SILL
m
N a
ry
N o
o
F,m
BRUSH BED SILL
(PROFILE)
RIFFLE GRADE CONTROL
(PROFILE)
W w
w
>
w
co
w
>
N o
o
N
o
ry
W
w W
W
J
w
co
w
w
w J
w
w w
>
J
o
•-
w >
>
o
w
w
w > w
o
w
>
J
>
w
mn
w
m
a
o
a
N
m
m
,� w
yr m
w
o
co
w
w
w-
w
w
Fm
,o
Lcw
w
O
o
N y
N M
y
N
f~b N
Q Q
N
m
F Q
F
F
F Q O Q
Q
+
N
�
w
—
P
PROP
CHANNELBO
SED
OM
+nn R+50
1n+00
10+50
11+00
11+50
17+00
19+5n
13+(
COPYRIGHT 0, W.K. DICKSON & GO., INC. ALL RIGHTS RESERVED. REPRODUC
FILE NAME: O:\Projects\Resource Environmental Solutions\2015020500RA - Hannah
SCALE: HOR 1"=30'; VERT 1"=3'
DELETIONS TO THIS
11, 2017 - Ben Carroll
129
126
123
120
117
114
111
109
0
TYPICAL POOL CROSS SECTION
STRAIGHT REACH
/ Z 11 2
4
TYPICAL RIGHT MEANDER CROSS SECTION
2
2
TYPICAL LEFT MEANDER CROSS
SECTION
EXISTING CONTOUR MAJOR
— —50— — —
EXISTING CONTOUR MINOR
----46-----
PROPOSED CONTOUR MAJOR
J
ai
PROPOSED CONTOUR MINOR
EXISTING WETLAND
0 Z
EXISTING TOP OF BANK
— — — — TB
EXISTING BOTTOM OF BANK
— — — — BB
PROPOSED CENTERLINE OF
CHANNEL
�
EXISTING FENCELINE
— — — — X
EXISTING TREELINE
HCJ
PROPOSED TOP OF BANK
----------
LIMITS OF PROPOSED
CONSERVATION EASEMENT
LCE
PROPOSED CHANNELDWG UG
w
D2)
(SEE DETAIL DWG D2)
=
PROPOSED FILL AREA
DIFFUSE FLOW STRUCTURE
� O
(SEE DETAIL DWG 134)
LU
BRUSHTOE
g ¢
(SEE DETAIL DWG 133)
z >
DOUBLE LOG DROP
(SEE DETAIL SHEET D4)
o O
E r
LOG TOE PROTECTION
¢ a
� LL H
(SEE DETAIL DWG D2)
J
LOG SILL
Z Q
(SEE DETAIL DWG D4)
N m O1
LOG GRADE CONTROL STRUCTURE
Z
(SEE DETAIL DWG D2)
� Q
LOG VANE
Z¢zm
(SEE DETAIL DWG D3)
O
LOG J -HOOK
_
(SEE DETAIL DWG D6)
00=2
RIFFLE GRADE CONTROL
(SEE DETAIL DWG D6)
BRUSH BED SILL
(SEE DETAIL DWG D6)
FLOODPLAIN SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL
, L
(PROFILE)
LOG SILL
O
(PROFILE)01
DOUBLE LOG DROP
(PROFILE)
BRUSH BED SILL
(PROFILE)
RIFFLE GRADE CONTROL
(PROFILE)
�D CKSON
communitynfrastructure consultants
Transportat on + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(V) 919.782.0495
(f) 919.782.9672
www.Wkdicksorl
CENSE No. 1.7.
FULL SCALE: 1"=30
0 30 60
2" — FULL SCALE
y 1" =HALF SCALE I`
PROJ. DATE: FEB 2016
O.C.: MS
O.C. DATE: JUN 2016
DRAWING NUMBER:
S3
PROJ. NO.:
2015020500
Ill
H �
� N
O
a
z
O
U
It
Z
O
U
z �
O
¢ F
y 0
I o ¢ Z
O �
a ujLL 0
U
J
ai
W
p
0 Z
5
� J
y
�
O Q
n
w�
HCJ
�z
z
0
�
=
w
Z
=
Z
I
� O
uQWi
LU
i
g ¢
¢ d
U
J
ai
W
p
0 Z
5
� J
y
�
O Q
n
w�
HCJ
�z
z
0
�
=
w
Z
=
U o
cc:
LU
lq O
W
z >
C3 Z
Q
z N
o O
E r
¢ a
� LL H
Li C0
Ib Z
J
Z Q
H
N m O1
U z 0
z
Z
y i rn
2NLLlJ
� Q
3
Z¢zm
O
O
a
00=2

129
126
123
120
117
114
111
110
1
COPYRIGHT
FILE NAME:
IJ
I
ITOT W 14"T 4` 14�'GT" \� 4
14"PT �� 14"° 12•G1�Q �
12'T
i6 G y Y �/ �16-PT
Q
I`
ST
d
o � r REACH HB i wrl '� i 2a"Or�
Mas f — .— — — — — P1 RESTORATION 12'G� 14 GT � . 18 'F W ��
00 - y1 (STA 0+15 TO STA 14+45) �/ / . 'r ^ S`s X78
U?"PT 4 REMOVE ISLAND, REGRADE
16" ITi% ��5 REACH HB LEFT BANK AND INSTALL n 00
24'T(STA 14ENHANCEMENT II 14"PT `? BRUSH TOE
tU j� X 7,1 3s^P 12^ +45 TO STA18+37)—
r
1'T� f- 12T
17+00
15+00 � 12"PT.
1z PT
14"T —� \\/f
12 14'
\� \ y`1� },•-
-HH-� ..r _ aj/ r /� �� • 11'PT
was\
•16"T
12"G .122
T i
12" t W� 14"7
\� FILL EXISTING CHANNEL. • - `3
� f SEE DWG D2
CI 14"
dib i6'P 14"PT
`LCE 16 o Y
`L \ 1 3.2 . 12"T
CE `14"PT tZ"P LCE 14 -PT. -PT.
m I LCE
1 15"P
LCE I PT
rP,
i \
Pf'
12.2
2.5 3.6
BANKFULL STAGE
6
4
TYPICAL SHALLOW CROSS SECTION
TYPICAL POOL CROSS SECTION
STRAIGHT REACH
6.5 3.5
BANKFULL STAGE
,\\\ __/ 2.2
4
TYPICAL RIGHT MEANDER CROSS SECTION
EARL BENTON JOHNSON, JR. LOIS
T. JOHNSON DB 1218, PG 278 PB
35, PG 265
2.2
L
Hannah
SCALE: HOR 1"=30': VERT 1"=3'
11, 2017 - Ben Carroll
129
126
123
120
117
114
111
110
0
TYPICAL LEFT MEANDER CROSS
SECTION
NOTES:
1. IN GENERAL, STREAM CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO
DOWNSTREAM DIRECTION.
2. ALL EXCAVATED MATERIAL MUST BE PLACED WITHIN DESIGNATED STOCKPILE AREAS.
3. ALL IMPERVIOUS DIKES AND BYPASS PUMPING EQUIPMENT SHALL BE MODIFIED AT THE
END OF EACH DAY TO RESTORE NORMAL FLOW BACK TO THE CHANNEL.
4. CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS OR TREES TO REMAIN, AND
SHALL NOT DAMAGE SUCH TREES IN ANY WAY. EXCAVATED OR OTHER MATERIAL
SHALL NOT BE PLACED, PILED OR STORED WITHIN THE CRITICAL ROOT ZONE AREA OF
THE TREES TO BE SAVED.
5. UNLESS NOTED OTHERWISE, FILL MATERIAL GENERATED FROM CHANNEL EXCAVATION
AND STABILIZATION SHALL BE PLACED INSIDE THE EXISTING CHANNEL TO BE
ABANDONED AT AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE TOWARDS THE
PROPOSED CHANNEL.
6. REMOVE AND STOCKPILE GRAVEL SUBSTRATE LOCATED WITHIN EXISTING CHANNELS,
THIS MATERIAL SHALL BE INSTALLED ON THE PROPOSED BED OF SHALLOW CHANNEL
SECTIONS.
7. IN -STREAM STRUCTURES PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS
(BRUSH TOES, LOG VANES, ROOT WADS, AND LOG TOES) MAY BE USED
INTERCHANGEABLY THROUGHOUT THE PROJECT PER APPROVAL FROM DESIGNER.
LEGEND
EXISTING CONTOUR MAJOR
— —50— — —
EXISTING CONTOUR MINOR
— — — — 46 — — — —
PROPOSED CONTOUR MAJOR
PROPOSED CONTOUR MINOR
,QZ
EXISTING WETLAND
EXISTING TOP OF BANK
— — — — TB
EXISTING BOTTOM OF BANK
— — — — BB
PROPOSED CENTERLINE OF
CHANNEL
�
EXISTING FENCELINE
— — — — X
EXISTING TREELINE
-
PROPOSED TOP OF BANK
PROPOSED
LIMITS OF PROPOSED
CONSERVATION EASEMENT
LCE
PROPOSED CHANNELDWG UG
o
a uj
PROPOSED FILL AREA
—
DIFFUSE FLOW STRUCTURE
� O
OG GRADE CONTROL
LU
P OF BANK
g ¢
(SEE DETAIL DWG 133)
z >
DOUBLE LOG DROP
(SEE DETAIL SHEET D4)
o O
E r
LOG TOE PROTECTION
¢ a
� LL N
(SEE DETAIL DWG D2)
LOG SILL
a 2 2
Z Q
(SEE DETAIL DWG D4)
_
STA 14+18
Z
(SEE DETAIL DWG D2)
� Q
LOG VANE
J
Z¢zm
_
_El PV 12n
LOG J -HOOK
_
(SEE DETAIL DWG D6)
¢a�
RIFFLE GRADE CONTROL
(SEE DETAIL DWG D6)
BRUSH BED SILL
(SEE DETAIL DWG D6)
FLOODPLAIN SILL
EXIST
NG GRADE ALONG
LOG GRADE CONTROL
, L
(PROFILE)
LOG SILL
-
--- --- -- — — —
—
DOUBLE LOG DROP
STREAM
CENTERLINE
LOG SILL
BRUSH BED SILL
(PROFILE)
I_ -
RIFFLE GRADE CONTROL
(PROFILE)
STA 16+6
\
ELEV 119.47
PROP
CHANNEL
SED
BOTTOMH
W >
W WW
W
>
W
W �
w
>
W
W
>
W
>
W
Q
N Q
FF
F
¢
Q
rn �
V!
O
y
N
to N
-
4n0 13+fin
1d+On
1d+fi0
15+nn
15+fin
1R+nn
1R+fin
17+
nn 17+fin
1R+f
Hannah
SCALE: HOR 1"=30': VERT 1"=3'
11, 2017 - Ben Carroll
129
126
123
120
117
114
111
110
0
TYPICAL LEFT MEANDER CROSS
SECTION
NOTES:
1. IN GENERAL, STREAM CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO
DOWNSTREAM DIRECTION.
2. ALL EXCAVATED MATERIAL MUST BE PLACED WITHIN DESIGNATED STOCKPILE AREAS.
3. ALL IMPERVIOUS DIKES AND BYPASS PUMPING EQUIPMENT SHALL BE MODIFIED AT THE
END OF EACH DAY TO RESTORE NORMAL FLOW BACK TO THE CHANNEL.
4. CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS OR TREES TO REMAIN, AND
SHALL NOT DAMAGE SUCH TREES IN ANY WAY. EXCAVATED OR OTHER MATERIAL
SHALL NOT BE PLACED, PILED OR STORED WITHIN THE CRITICAL ROOT ZONE AREA OF
THE TREES TO BE SAVED.
5. UNLESS NOTED OTHERWISE, FILL MATERIAL GENERATED FROM CHANNEL EXCAVATION
AND STABILIZATION SHALL BE PLACED INSIDE THE EXISTING CHANNEL TO BE
ABANDONED AT AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE TOWARDS THE
PROPOSED CHANNEL.
6. REMOVE AND STOCKPILE GRAVEL SUBSTRATE LOCATED WITHIN EXISTING CHANNELS,
THIS MATERIAL SHALL BE INSTALLED ON THE PROPOSED BED OF SHALLOW CHANNEL
SECTIONS.
7. IN -STREAM STRUCTURES PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS
(BRUSH TOES, LOG VANES, ROOT WADS, AND LOG TOES) MAY BE USED
INTERCHANGEABLY THROUGHOUT THE PROJECT PER APPROVAL FROM DESIGNER.
LEGEND
EXISTING CONTOUR MAJOR
— —50— — —
EXISTING CONTOUR MINOR
— — — — 46 — — — —
PROPOSED CONTOUR MAJOR
PROPOSED CONTOUR MINOR
,QZ
EXISTING WETLAND
EXISTING TOP OF BANK
— — — — TB
EXISTING BOTTOM OF BANK
— — — — BB
PROPOSED CENTERLINE OF
CHANNEL
�
EXISTING FENCELINE
— — — — X
EXISTING TREELINE
_
H C J
PROPOSED TOP OF BANK
----------
LIMITS OF PROPOSED
CONSERVATION EASEMENT
LCE
PROPOSED CHANNELDWG UG
D2)
(SEE DETAIL DWG D2)
o
a uj
PROPOSED FILL AREA
DIFFUSE FLOW STRUCTURE
� O
(SEE DETAIL DWG 134)
LU
BRUSHTOE
g ¢
(SEE DETAIL DWG 133)
z >
DOUBLE LOG DROP
(SEE DETAIL SHEET D4)
o O
E r
LOG TOE PROTECTION
¢ a
� LL N
(SEE DETAIL DWG D2)
J
LOG SILL
a 2 2
Z Q
(SEE DETAIL DWG D4)
= n
LOG GRADE CONTROL STRUCTURE
Z
(SEE DETAIL DWG D2)
� Q
LOG VANE
J
Z¢zm
(SEE DETAIL DWG D3)
O
LOG J -HOOK
_
(SEE DETAIL DWG D6)
¢a�
RIFFLE GRADE CONTROL
(SEE DETAIL DWG D6)
BRUSH BED SILL
(SEE DETAIL DWG D6)
FLOODPLAIN SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL
, L
(PROFILE)
LOG SILL
O
(PROFILE)
on
DOUBLE LOG DROP
(PROFILE)
BRUSH BED SILL
(PROFILE)
RIFFLE GRADE CONTROL
(PROFILE)
WK CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatice
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
CENSE NO. F 71
FULL SCALE: 1"=30
0 30 60
F
HULL SCALE 1" =ALF SCALE I`zz
PROJ. DATE: �FEB2016
O.C.: MS
O.C. DATE: JUN 2016
DRAWING NUMBER:
S4
PROD. NO.:
2015020500
W
H �
D N
H
O
a
z
0
U
tt
Z
U
Z �
O
¢ F
y 0
U
�
o
� J
y
�
O Q
n
w �
_
H C J
z z
0
�
I
o
a uj
¢ Z
O �
� Z
I
� O
uQWi
LU
i
g ¢
¢ d
U
�
o
� J
y
�
O Q
n
w �
_
H C J
z z
0
�
Z
=
U o
z
LU
lq O
W
z >
C7Z
¢
zy
o O
E r
¢ a
� LL N
di C0
DD Z
J
a 2 2
Z Q
�
= n
U z 0
Z
Z
y i rn
2 NLLi
� Q
3
J
Z¢zm
O
O
O
a
¢a�

123
120
117
114
111
108
105
1
• �h3t
b t
f G��PT t t
O
co 00
(STA 14+45 TO STA18+37) r _ _ \
X16"PT 16„ NS
/
12"FT 'Y'GT
t 26"G14'G' )f'
( e�
F\
COPYRIGHT 0, W.K. DICKSON & GO., INC. ALL RIGHTS RESERVED. REPRODUC
FILE NAME: O:\Projects\Resource Environmental Solutions\2015020500RA - Hannah
SCALE: HOR 1"=30': VERT 1"=3'
DELETIONS TO THIS
11
, 2017 - Ben Carroll
123
120
117
114
111
108
105
0
12.2
2.5 3.8
BANKFULL STAGE
,s
4
TYPICAL SHALLOW CROSS SECTION
TYPICAL POOL CROSS SECTION
STRAIGHT REACH
'\\\ __ / 1 I
22
4
TYPICAL RIGHT MEANDER CROSS SECTION
2�
TYPICAL LEFT MEANDER CROSS
SECTION
NOTES:
1. IN GENERAL, STREAM CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO
DOWNSTREAM DIRECTION.
2. ALL EXCAVATED MATERIAL MUST BE PLACED WITHIN DESIGNATED STOCKPILE AREAS.
3. ALL IMPERVIOUS DIKES AND BYPASS PUMPING EQUIPMENT SHALL BE MODIFIED AT THE
END OF EACH DAY TO RESTORE NORMAL FLOW BACK TO THE CHANNEL.
4. CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS OR TREES TO REMAIN, AND
SHALL NOT DAMAGE SUCH TREES IN ANY WAY. EXCAVATED OR OTHER MATERIAL
SHALL NOT BE PLACED, PILED OR STORED WITHIN THE CRITICAL ROOT ZONE AREA OF
THE TREES TO BE SAVED.
5. UNLESS NOTED OTHERWISE, FILL MATERIAL GENERATED FROM CHANNEL EXCAVATION
AND STABILIZATION SHALL BE PLACED INSIDE THE EXISTING CHANNEL TO BE
ABANDONED AT AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE TOWARDS THE
PROPOSED CHANNEL.
6. REMOVE AND STOCKPILE GRAVEL SUBSTRATE LOCATED WITHIN EXISTING CHANNELS,
THIS MATERIAL SHALL BE INSTALLED ON THE PROPOSED BED OF SHALLOW CHANNEL
SECTIONS.
7. IN -STREAM STRUCTURES PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS
(BRUSH TOES, LOG VANES, ROOT WADS, AND LOG TOES) MAY BE USED
INTERCHANGEABLY THROUGHOUT THE PROJECT PER APPROVAL FROM DESIGNER.
EXISTING CONTOUR MAJOR
— —50— — —
EXISTING
GRADE ALONG
PROPOSED CONTOUR MAJOR
50
PROPOSED CONTOUR MINOR -------
EXISTING WETLAND
0 Z
EXISTING TOP OF BANK
STREAM
CENTERLINE
— — — — BB
PROPOSED CENTERLINE OF
CHANNEL
LOG GRADE
CONTROL
EXISTING TREELINE
PROPOSED
LOG SILL
----------
LOG SIL
CONSERVATION EASEMENT
LCE
STA 18+g
w
TOP OF BANK
STA 20+4
PROPOSED FILL AREA
STA 21+6
LO
JHOOK
(SEE DETAIL DWG 134)
ELEV 117.82_
BRUSHTOE
U O
W
ELEV 117.41
z >
ELEV 116.91
S
IFA 22+44
00
� r
—
-- __
(SEE DETAIL DWG D2)
J
LOG SILL
Q = =
Z Q
L
ELEV
116.7p
V116.73
LOG GRADE CONTROL STRUCTURE
Z
(SEE DETAIL DWG D2)
� Q
LOG VANE
Z¢zm
(SEE DETAIL DWG D3)
O
LOG J -HOOK
_
(SEE DETAIL DWG D6)
¢a�
RIFFLE GRADE CONTROL
— -
BRUSH BED SILL
(SEE DETAIL DWG DB)
FLOODPLAIN SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL
, L
(PROFILE)
LOG SILL
O
(PROFILE)
on
DOUBLE LOG DROP
(PROFILE)
BRUSH BED SILL
(PROFILE)
RIFFLE GRADE CONTROL
(PROFILE)
w
w j �_ w
w w w
co ww—`u
> w w J >
w. w w
w
co
w
w w
w w—
co
w
>
W. _ —, _
w
co
—w
_
w
w
r n
>
w w
m
w
w
w_—
w
w
—M
w
N
m m Q Q rn
m
m
N
r
N N
Q Q
N
w
`+
N
+
Q
N
F
N
o
N
IT
N
CHANNEL BOTTO
I+nn 1R+sn
19+nn
1q+sn
gn+nn
gn+sn
g1+nn
99+nn
99+!
COPYRIGHT 0, W.K. DICKSON & GO., INC. ALL RIGHTS RESERVED. REPRODUC
FILE NAME: O:\Projects\Resource Environmental Solutions\2015020500RA - Hannah
SCALE: HOR 1"=30': VERT 1"=3'
DELETIONS TO THIS
11
, 2017 - Ben Carroll
123
120
117
114
111
108
105
0
12.2
2.5 3.8
BANKFULL STAGE
,s
4
TYPICAL SHALLOW CROSS SECTION
TYPICAL POOL CROSS SECTION
STRAIGHT REACH
'\\\ __ / 1 I
22
4
TYPICAL RIGHT MEANDER CROSS SECTION
2�
TYPICAL LEFT MEANDER CROSS
SECTION
NOTES:
1. IN GENERAL, STREAM CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO
DOWNSTREAM DIRECTION.
2. ALL EXCAVATED MATERIAL MUST BE PLACED WITHIN DESIGNATED STOCKPILE AREAS.
3. ALL IMPERVIOUS DIKES AND BYPASS PUMPING EQUIPMENT SHALL BE MODIFIED AT THE
END OF EACH DAY TO RESTORE NORMAL FLOW BACK TO THE CHANNEL.
4. CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS OR TREES TO REMAIN, AND
SHALL NOT DAMAGE SUCH TREES IN ANY WAY. EXCAVATED OR OTHER MATERIAL
SHALL NOT BE PLACED, PILED OR STORED WITHIN THE CRITICAL ROOT ZONE AREA OF
THE TREES TO BE SAVED.
5. UNLESS NOTED OTHERWISE, FILL MATERIAL GENERATED FROM CHANNEL EXCAVATION
AND STABILIZATION SHALL BE PLACED INSIDE THE EXISTING CHANNEL TO BE
ABANDONED AT AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE TOWARDS THE
PROPOSED CHANNEL.
6. REMOVE AND STOCKPILE GRAVEL SUBSTRATE LOCATED WITHIN EXISTING CHANNELS,
THIS MATERIAL SHALL BE INSTALLED ON THE PROPOSED BED OF SHALLOW CHANNEL
SECTIONS.
7. IN -STREAM STRUCTURES PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS
(BRUSH TOES, LOG VANES, ROOT WADS, AND LOG TOES) MAY BE USED
INTERCHANGEABLY THROUGHOUT THE PROJECT PER APPROVAL FROM DESIGNER.
EXISTING CONTOUR MAJOR
— —50— — —
EXISTING CONTOUR MINOR
----46-----
PROPOSED CONTOUR MAJOR
50
PROPOSED CONTOUR MINOR -------
EXISTING WETLAND
0 Z
EXISTING TOP OF BANK
— — — — TB
EXISTINGBOTTOM OFBANK
— — — — BB
PROPOSED CENTERLINE OF
CHANNEL
EXISTING FENCELINE
— — — — X
EXISTING TREELINE
H U
PROPOSED TOP OF BANK
----------
LIMITS OF PROPOSED
CONSERVATION EASEMENT
LCE
PROPOSED CHANNELDWG UG
w
D2)
(SEE DETAIL DWG D2)
=
PROPOSED FILL AREA
DIFFUSE FLOW STRUCTURE
N W
(SEE DETAIL DWG 134)
BRUSHTOE
U O
W
(SEE DETAIL DWG 133)
z >
DOUBLE LOG DROP
(SEE DETAIL SHEET D4)
00
� r
LOG TOE PROTECTION
ZE
� LL H
(SEE DETAIL DWG D2)
J
LOG SILL
Q = =
Z Q
(SEE DETAIL DWG D4)
N
N m O1
LOG GRADE CONTROL STRUCTURE
Z
(SEE DETAIL DWG D2)
� Q
LOG VANE
Z¢zm
(SEE DETAIL DWG D3)
O
LOG J -HOOK
_
(SEE DETAIL DWG D6)
¢a�
RIFFLE GRADE CONTROL
(SEE DETAIL DWG D6)
BRUSH BED SILL
(SEE DETAIL DWG DB)
FLOODPLAIN SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL
, L
(PROFILE)
LOG SILL
O
(PROFILE)
on
DOUBLE LOG DROP
(PROFILE)
BRUSH BED SILL
(PROFILE)
RIFFLE GRADE CONTROL
(PROFILE)
�D CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(V) 919.782.0495
(f) 919.782.9672
www.wkdicksorl
CENSE NO. F 71
FULL SCALE: 1"=30
0 30 60
F
HULL SCALE 1" =ALF SCALE I`
PROJ. DATE: �FEB2016
O.C.: MS
O.C. DATE: JUN 2016
DRAWING NUMBER:
S5
PROJ. NO.:
2015020500
W
H �
D N
O
J V
a
Z
O
U
It
Z
O
U
z �
O
¢ F
y 0
I o ¢ Z
O �
a uU. j z LU cr
cc D
0 Z
O uQWi
i g ¢
U-1
f—
U
N
W
p
0 Z
5
� J
y
WN
H U
z z
O
=
w
Z
=
U o
N W
U O
W
d
f—
U
N
W
p
0 Z
5
� J
y
WN
H U
z z
O
=
w
Z
=
U o
N W
U O
W
z >
Q
�
00
� r
ZE
� LL H
co Z
J
�+
Q = =
Z Q
F-
i- -
'
N
N m O1
I_
U z 0
z
Z
y i rn
2NLLlJ
� Q
3
Z¢zm
O
O
O
a
¢a�

GATE / 3D 3Dl 331
'CONTROL POINT
a a \ \N 592,896.6797' /
E'$2,173.911.5163'
p ELEVAi'YON=123.31 — — —
� 1
a REACH HIS
Pi RESTORATION )
(STA 18+37 TO STA 36+44)
23"'00 y
/
sstiF2% re-
m
123
120
117
114
111
108
105
2
1'
AA
FILL EXISTING CHANNEL.
SEE DWG D2
' I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
EXISTING TOP OF BANK
— — — — TB
EXISTING BOTTOM OF BANK
DOUBLE LOG DROP
PROPOSED CENTERLINE OF
CHANNEL
EXISTING FENCELINE
— — — — X
EXISTING TREELINE
STA 24+37
PROPOSED TOP OF BANK
----------
LIMITS OF PROPOSED
CONSERVATION EASEMENT
-LOG-SIL
- -
ELEV. 115.88.
D2)
(SEE DETAIL DWG Dz)
EXISTING GRAD
ALONG
DIFFUSE FLOW STRUCTURE
STA 23+2
(SEE DETAIL DWG 134)
P
OPOSED
STREAM CENTERLINE
DOUBLE LOG DROP
(SEE DETAIL SHEET D4)
DOUBLE LOG DROP
LOG TOE PROTECTION
Zf:
LOG SILL
(SEE DETAIL DWG D4)
----__ STA24+31
LOG GRADE CONTROL STRUCTURE
(SEE DETAIL DWG D2)
LOG VANE
--
(SEE DETAIL DWG D3)
_
� _LEY 116.20
LOG J -HOOK
_
(SEE DETAIL DWG D6)
RIFFLE GRACE CONTROL
(SEE DETAIL DWG D6)
BRUSH BED SILL
(SEE DETAIL DWG D6)
LOG SILL
FLOODPLAIN SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL
/1
, L
(PROFILE)
STA 25+89
LOG SILL
O
(PROFILE)
on
DOUBLE LOG DROP
(PROFILE)
ELEV115.10
BRUSH BED SILL
(PROFILE)
RIFFLE GRADE CONTROL
(PROFILE)
m 6ul.
j
N
'6
W WJ
W
>
> w
W
n
wV
W
>
W
j
w w w
N
!-r
w W
w
w w
w
rn
—
w w
J
w
W1.
W
w
W
N
N
N
Q
N F
N N
Q H N
N f F
Ul Ul
Q
N N
N
Q N
f N
N
N F
V!
PROPOSED
Q
u~i
� in y
N in
CHANNELBOTTOM
+gin �a+nn
�s+sn
�a+nn
94+Fn
9s+00
95+SO
9R+00
7R+FO
97+1
COPYRIGHT ®, W.K. DICKSON & GO., INC. ALL RIGHTS RESERVED. REPRODUC
FILE NAME: O:\P rojectslResource Environmental Solutions12015020500RA - Hannah
SCALE: HOR 1"=30': VERT 1"=3'
DELETIONS TO THIS
11, 2017 - Ben Carroll
123
120
117
114
111
108
105
0
12.2
2.5 3.8
BANKFULL STAGE
1s
4
TYPICAL SHALLOW CROSS SECTION
B
ES 3.5
BANKFULL STAGE
2:2
4
TYPICAL RIGHT MEANDER CROSS SECTION
TYPICAL LEFT MEANDER CROSS
SECTION
NOTES:
1. IN GENERAL, STREAM CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO
DOWNSTREAM DIRECTION.
2. ALL EXCAVATED MATERIAL MUST BE PLACED WITHIN DESIGNATED STOCKPILE AREAS.
3. ALL IMPERVIOUS DIKES AND BYPASS PUMPING EQUIPMENT SHALL BE MODIFIED AT THE
END OF EACH DAY TO RESTORE NORMAL FLOW BACK TO THE CHANNEL.
4. CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS OR TREES TO REMAIN, AND
SHALL NOT DAMAGE SUCH TREES IN ANY WAY. EXCAVATED OR OTHER MATERIAL
SHALL NOT BE PLACED, PILED OR STORED WITHIN THE CRITICAL ROOT ZONE AREA OF
THE TREES TO BE SAVED.
5. UNLESS NOTED OTHERWISE, FILL MATERIAL GENERATED FROM CHANNEL EXCAVATION
AND STABILIZATION SHALL BE PLACED INSIDE THE EXISTING CHANNEL TO BE
ABANDONED AT AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE TOWARDS THE
PROPOSED CHANNEL.
6. REMOVE AND STOCKPILE GRAVEL SUBSTRATE LOCATED WITHIN EXISTING CHANNELS,
THIS MATERIAL SHALL BE INSTALLED ON THE PROPOSED BED OF SHALLOW CHANNEL
SECTIONS.
7. IN -STREAM STRUCTURES PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS
(BRUSH TOES, LOG VANES, ROOT WADS, AND LOG TOES) MAY BE USED
INTERCHANGEABLY THROUGHOUT THE PROJECT PER APPROVAL FROM DESIGNER.
EXISTING CONTOUR MAJOR
— —50— — —
EXISTING CONTOUR MINOR
— — — — 46 — — — —
PROPOSED CONTOUR MAJOR
PROPOSED CONTOUR MINOR
EXISTING WETLAND
EXISTING TOP OF BANK
— — — — TB
EXISTING BOTTOM OF BANK
— — — — BB
PROPOSED CENTERLINE OF
CHANNEL
EXISTING FENCELINE
— — — — X
EXISTING TREELINE
PROPOSED TOP OF BANK
----------
LIMITS OF PROPOSED
CONSERVATION EASEMENT
LCE
PROPOSED CHANNELDWG UG
D2)
(SEE DETAIL DWG Dz)
PROPOSED FILL AREA
DIFFUSE FLOW STRUCTURE
NN5tezwUN¢Qz�=¢N
(SEE DETAIL DWG 134)
BRUSHTOE
(SEE DETAIL DWG 133)
DOUBLE LOG DROP
(SEE DETAIL SHEET D4)
LOG TOE PROTECTION
(SEE DETAIL DWG D2)
LOG SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL STRUCTURE
(SEE DETAIL DWG D2)
LOG VANE
(SEE DETAIL DWG D3)
LOG J -HOOK
_
(SEE DETAIL DWG D6)
RIFFLE GRACE CONTROL
(SEE DETAIL DWG D6)
BRUSH BED SILL
(SEE DETAIL DWG D6)
FLOODPLAIN SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL
/1
, L
(PROFILE)
I(,jAJ1
LOG SILL
O
(PROFILE)
on
DOUBLE LOG DROP
(PROFILE)
BRUSH BED SILL
(PROFILE)
RIFFLE GRADE CONTROL
(PROFILE)
�D CKSON
community infrastructure consultants
Transponation + Water Resources
Urban Development + Geomatice
720 Corporate Drive
Raleigh, NC 27607
(V) 919.782.0495
(1) 919 782 9672
www wkdicksorl
CENSE NO -71
FULL SCALE: 1"=30
0 30 60
FULL SCALE
HALF SCALE I`zz
fr
uHDlJa¢�uQWUi]
iiI
LLa
i iNVO�UZO
O a:O
00
ujO¢¢ d
UFZZ�
TYPICAL POOL CROSS SECTION
STRAIGHT REACH
12
zt�rNoO�Nm
NN5tezwUN¢Qz�=¢N
UWZ p
0 yd O¢ w
UOQ
ccz LU :=
O
n O
W U
} Z NZ
0O ¢
Er 8LL
W�Z
ZQ0zUZWQ Z¢¢z
O O2
PROJ. DATE: FEB 2016
O.C: MS
O.C. JUN 2016
DRAWING NUMBER:
S6
PROD. NO.:
2015020500�o>aH�mrn�m
zt�rNoO�Nm
yN

120
117
LOG SIL
STA 27+'
ELEV 114.1
114
111
108
105
102
2
FILE NAME:
a
Hannah
SCALE: HOR 1"=30'; VERT 1"=3'
11, 2017 - Ben Carroll
12.2
2.5 3.8
}r BANKFULL STAGE
I
1.6
4
TYPICAL SHALLOW CROSS SECTION
TYPICAL POOL CROSS SECTION
STRAIGHT REACH
ES 3.5
BANKFULL STAGE
2:2
4
TYPICAL RIGHT MEANDER CROSS SECTION
TYPICAL LEFT MEANDER CROSS
SECTION
120
117
114
111
108
NOTES:
1. IN GENERAL, STREAM CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO
DOWNSTREAM DIRECTION.
2. ALL EXCAVATED MATERIAL MUST BE PLACED WITHIN DESIGNATED STOCKPILE AREAS.
3. ALL IMPERVIOUS DIKES AND BYPASS PUMPING EQUIPMENT SHALL BE MODIFIED AT THE
END OF EACH DAY TO RESTORE NORMAL FLOW BACK TO THE CHANNEL.
4. CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS OR TREES TO REMAIN, AND
SHALL NOT DAMAGE SUCH TREES IN ANY WAY. EXCAVATED OR OTHER MATERIAL
SHALL NOT BE PLACED, PILED OR STORED WITHIN THE CRITICAL ROOT ZONE AREA OF
THE TREES TO BE SAVED.
5. UNLESS NOTED OTHERWISE, FILL MATERIAL GENERATED FROM CHANNEL EXCAVATION
AND STABILIZATION SHALL BE PLACED INSIDE THE EXISTING CHANNEL TO BE
ABANDONED AT AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE TOWARDS THE
PROPOSED CHANNEL.
6. REMOVE AND STOCKPILE GRAVEL SUBSTRATE LOCATED WITHIN EXISTING CHANNELS,
THIS MATERIAL SHALL BE INSTALLED ON THE PROPOSED BED OF SHALLOW CHANNEL
SECTIONS.
7. IN -STREAM STRUCTURES PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS
(BRUSH TOES, LOG VANES, ROOT WADS, AND LOG TOES) MAY BE USED
INTERCHANGEABLY THROUGHOUT THE PROJECT PER APPROVAL FROM DESIGNER.
105 10.0
PE 70 EX C TIE 11_E
LPEEE
AT 15:1 SLOPE AT 15.1
5 '
102 o.s
0
SWALE
TYPICAL SECTION
LEGEND
EXISTING CONTOUR MAJOR
— —50— — —
EXISTING CONTOUR MINOR
----46-----
PROPOSED CONTOUR MAJOR
J
ai
PROPOSED CONTOUR MINOR
-4
0 Z
EXISTING TOP OF BANK
— — — — TB
EXISTINGBOTTOM OFBANK
— — — — BB
PROPOSED CENTERLINE OF
CHANNEL
EXISTING FENCELINE
— — — — X
EXISTING TREELINE
_
H V
PROPOSED TOP OF BANK
----------
LIMITS OF PROPOSED
CONSERVATION EASEMENT
LCE
PROPOSED CHANNELDWG UG
EXISTING
GRADE ALONG
PROPOSED FILL AREA
4
L
G JHOOK
(SEE DETAIL DWG 134)
RLINE
g ¢
(SEE DETAIL DWG 133)
z >
TA 27+84
DOUBLE LOG DROP
DOUBLE LOG DROP
o O
� F-
- asED --
---
ELEV
113.97
STA 28,73
_ - LE .113.
(SEE DETAIL DWG D4)
OP OF BANK
LOG GRADE CONTROL STRUCTURE
—
(SEE DETAIL DWG D2)
ELEV 113.2
LEY. 113.24
2
(SEE DETAIL DWG D3)
O
LOG J -HOOK
_
(SEE DETAIL DWG D6)
¢a�
RIFFLE GRADE CONTROL
(SEE DETAIL DWG D6)
BRUSH BED SILL
(SEE DETAIL DWG D6)
FLOODPLAIN SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL
, L
(PROFILE)
�
LOG SILL
I
(PROFILE)
on
DOUBLE LOG DROP
0
> > of
W
W �_ c2
(PROFILE)
w
wM
w w
W
w
W
w w w
ry W w > W N `^" j
W W W
N �
" ry `r
M
m
W
- -
N G Q +
W > >
W W W W W
W W
- _- 'W W_N W'
Q mIT
m N N N Io m
` w
W W
_W
>
> W j
_W
W
J W-
W
.-.
-
n F N
N
ul
N
h
y N N y
n
N Q N ~ H N m F N ry F
n o
o +o
m
n
N
a
PROPOSED
CHANNELBOTTOM
'+On 97+5n
9A+nn
9A+5n
9Q+nn
9Q+60
3n+nn
3n+Hn
31+nn
31+!
Hannah
SCALE: HOR 1"=30'; VERT 1"=3'
11, 2017 - Ben Carroll
12.2
2.5 3.8
}r BANKFULL STAGE
I
1.6
4
TYPICAL SHALLOW CROSS SECTION
TYPICAL POOL CROSS SECTION
STRAIGHT REACH
ES 3.5
BANKFULL STAGE
2:2
4
TYPICAL RIGHT MEANDER CROSS SECTION
TYPICAL LEFT MEANDER CROSS
SECTION
120
117
114
111
108
NOTES:
1. IN GENERAL, STREAM CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO
DOWNSTREAM DIRECTION.
2. ALL EXCAVATED MATERIAL MUST BE PLACED WITHIN DESIGNATED STOCKPILE AREAS.
3. ALL IMPERVIOUS DIKES AND BYPASS PUMPING EQUIPMENT SHALL BE MODIFIED AT THE
END OF EACH DAY TO RESTORE NORMAL FLOW BACK TO THE CHANNEL.
4. CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS OR TREES TO REMAIN, AND
SHALL NOT DAMAGE SUCH TREES IN ANY WAY. EXCAVATED OR OTHER MATERIAL
SHALL NOT BE PLACED, PILED OR STORED WITHIN THE CRITICAL ROOT ZONE AREA OF
THE TREES TO BE SAVED.
5. UNLESS NOTED OTHERWISE, FILL MATERIAL GENERATED FROM CHANNEL EXCAVATION
AND STABILIZATION SHALL BE PLACED INSIDE THE EXISTING CHANNEL TO BE
ABANDONED AT AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE TOWARDS THE
PROPOSED CHANNEL.
6. REMOVE AND STOCKPILE GRAVEL SUBSTRATE LOCATED WITHIN EXISTING CHANNELS,
THIS MATERIAL SHALL BE INSTALLED ON THE PROPOSED BED OF SHALLOW CHANNEL
SECTIONS.
7. IN -STREAM STRUCTURES PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS
(BRUSH TOES, LOG VANES, ROOT WADS, AND LOG TOES) MAY BE USED
INTERCHANGEABLY THROUGHOUT THE PROJECT PER APPROVAL FROM DESIGNER.
105 10.0
PE 70 EX C TIE 11_E
LPEEE
AT 15:1 SLOPE AT 15.1
5 '
102 o.s
0
SWALE
TYPICAL SECTION
LEGEND
EXISTING CONTOUR MAJOR
— —50— — —
EXISTING CONTOUR MINOR
----46-----
PROPOSED CONTOUR MAJOR
J
ai
PROPOSED CONTOUR MINOR
EXISTING WETLAND
0 Z
EXISTING TOP OF BANK
— — — — TB
EXISTINGBOTTOM OFBANK
— — — — BB
PROPOSED CENTERLINE OF
CHANNEL
EXISTING FENCELINE
— — — — X
EXISTING TREELINE
_
H V
PROPOSED TOP OF BANK
----------
LIMITS OF PROPOSED
CONSERVATION EASEMENT
LCE
PROPOSED CHANNELDWG UG
(SEE DETAIL DWG D2)
D2)
o
a uj
PROPOSED FILL AREA
4
DIFFUSE FLOW STRUCTURE
� O
(SEE DETAIL DWG 134)
BRUSHTOE
g ¢
(SEE DETAIL DWG 133)
z >
DOUBLE LOG DROP
(SEE DETAIL SHEET D4)
o O
� F-
LOG TOE PROTECTION
¢ a
� LL N
(SEE DETAIL DWG D2)
W
J
LOG SILL
Q = _
Z Q
(SEE DETAIL DWG D4)
= N
n
N m O1
LOG GRADE CONTROL STRUCTURE
Z
(SEE DETAIL DWG D2)
� Q
LOG VANE
J
Z¢zm
(SEE DETAIL DWG D3)
O
LOG J -HOOK
_
(SEE DETAIL DWG D6)
¢a�
RIFFLE GRADE CONTROL
(SEE DETAIL DWG D6)
BRUSH BED SILL
(SEE DETAIL DWG D6)
FLOODPLAIN SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL
, L
(PROFILE)
LOG SILL
O
(PROFILE)
on
DOUBLE LOG DROP
(PROFILE)
BRUSH BED SILL
(PROFILE)
RIFFLE GRADE CONTROL
(PROFILE)
�D CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatice
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(1) 919.782.9672
www.wkdicksorl
CENSE NO. F 71
FULL SCALE: 1"=30
0 30 60
2" - FULL SCALE
y 1" =HALF SCALE I`
zz
PROJ. DATE: FEB 2016
O.C.: MS
O.C. DATE: JUN 2016
DRAWING NUMBER:
S7
PROJ. NO.:
2015020500
W
H �
D N
l]
J V
a
O
U
Q
Z
O
U
Z �
O
¢ F
y EL 0
fr
0
U
J
ai
W
p
0 Z
5
� J
y
O
w N
_
H V
z z
� O
I
o
a uj
¢ Z
O �
� Z
4
I
� O
uQWi
i
g ¢
¢ d
U
J
ai
W
p
0 Z
5
� J
y
O
w N
_
H V
z z
� O
Z
=
¢ o
4
N
lq O
W
z >
Z
¢
Z y
o O
� F-
¢ a
� LL N
CO
� m Z
W
J
D �
Q = _
Z Q
=
H'
= N
n
N m O1
U z 0
Z
Z
y i rn
2 NLLi
� Q
3
J
Z¢zm
O
I=
O
O
¢a�

120
117
114
111
108
105
102
3
12" CPP
u V"11.77
C.P. THOMPSON, JR.
EVELYN H. THOMPSON DB
3633, PG 723
11.33 331331---301
`3b7
-- -- -- REMOVE EXISTING PIPES PA7
-� AND DISPOSE OF OFSITE
-- _
_ REACH HIS ---_---
P1 RESTORATION
(STA 18+37 TO STA 36+44
CONTROL POINT \„
1 N=594.067.1240' �F*
I
E=EVATI43.1408'
ELEVATION= 114.9T
Ing''
88
p
\
O
/ 12"CPP
/ W INV=111.]6Z"
EINV=111.65
12bT
LCE 1�E
LCE LCE LCE
L� ++ + Lam+
Q
_LCE+
•/ • G}
LCE 'GT
EUGENE STEWAF
LAURA A. STE WAI
COPYRIGHT 0, W.K. DICKSON & GO., INC. ALL RIGHTS RESERVED. REPRODUC
FILE NAME: O:\Projecte\Resource Environmental Solutions\2015020500RA - Hannah
SCALE: HOR 1"=30'; VERT 1"=3'
DELETIONS TO THIS
11, 2017 - Ben Carroll
120
117
114
111
108
105
102
0
12.2
2.5 3.8
BANKFULL STAGE
16
4
TYPICAL SHALLOW CROSS SECTION
TYPICAL POOL CROSS SECTION
STRAIGHT REACH
2:2
lE
TYPICAL RIGHT MEANDER CROSS SECTION
2
2�
TYPICAL LEFT MEANDER CROSS
SECTION
NOTES:
i. IN GENERAL, STREAM CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO
DOWNSTREAM DIRECTION.
2. ALL EXCAVATED MATERIAL MUST BE PLACED WITHIN DESIGNATED STOCKPILE AREAS.
3. ALL IMPERVIOUS DIKES AND BYPASS PUMPING EQUIPMENT SHALL BE MODIFIED AT THE
END OF EACH DAY TO RESTORE NORMAL FLOW BACK TO THE CHANNEL.
4. CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS OR TREES TO REMAIN, AND
SHALL NOT DAMAGE SUCH TREES IN ANY WAY. EXCAVATED OR OTHER MATERIAL
SHALL NOT BE PLACED, PILED OR STORED WITHIN THE CRITICAL ROOT ZONE AREA OF
THE TREES TO BE SAVED.
5. UNLESS NOTED OTHERWISE, FILL MATERIAL GENERATED FROM CHANNEL EXCAVATION
AND STABILIZATION SHALL BE PLACED INSIDE THE EXISTING CHANNEL TO BE
ABANDONED AT AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE TOWARDS THE
PROPOSED CHANNEL.
6. REMOVE AND STOCKPILE GRAVEL SUBSTRATE LOCATED WITHIN EXISTING CHANNELS,
THIS MATERIAL SHALL BE INSTALLED ON THE PROPOSED BED OF SHALLOW CHANNEL
SECTIONS.
7. IN -STREAM STRUCTURES PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS
(BRUSH TOES, LOG VANES, ROOT WADS, AND LOG TOES) MAY BE USED
INTERCHANGEABLY THROUGHOUT THE PROJECT PER APPROVAL FROM DESIGNER.
EXISTING CONTOUR MAJOR
— —50— — —
EXISTING CONTOUR MINOR
----46-----
PROPOSED CONTOUR MAJOR
SQ
PROPOSED CONTOUR MINOR
EXISTING WETLAND
0 Z
EXISTING TOP OF BANK
— — — — TB
EXISTINGBOTTOM OFBANK
— — — — BB
PROPOSED CENTERLINE OF
CHANNEL
ter•
EXISTING FENCELINE
— — — — X
EXISTING TREELINE
HCJ
PROPOSED TOP OF BANK
----------
LIMITS OF PROPOSED
z
O
¢
CONSERVATION EASEMENT
LCE
PROPOSED EL UG
F
O
(SEE DETAIL DWG D2)
DETAIL DWG D2)
o
a uj
PROPOSED FILL AREA
DIFFUSE FLOW STRUCTURE
� O
(SEE DETAIL DWG D4)
BRUSHTOE
g ¢
(SEE DETAIL DWG D3)
z >
DOUBLE LOG DROP
EXISTING
STREAM CENTERLINE
RADE ALONG.
PROPOSED
LOG SIL
(SEE DETAIL DWG D2)
LOG SILL
Q = _
Z Q
(SEE DETAIL DWG D4)
= N n
N m O1
LOG GRADE CONTROL STRUCTURE
Z
(SEE DETAIL DWG D2)
W
0 Q
LOG VANE
J
Z¢zm
(SEE DETAIL DWG D3)
O
LOG J -HOOK
_
(SEE DETAIL DWG D6)
¢a�
RIFFLE GRADE CONTROL
(SEE DETAIL DWG D6)
BRUSH BED SILL
(SEE DETAIL DWG DB)
FLOODPLAIN SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL
, L
(PROFILE)
STA 31+87
ELEV_1.12.39—.
LOG SILL
O
(PROFILE)01
STA 34+16
ELEV 111.78
DOUBLE LOG DROP
(PROFILE)
BRUSH BED SILL
(PROFILE)
RIFFLE GRADE CONTROL
(PROFILE)
_N W_—
W
-16
F y
to
PROPOSED.
CHANNEL BOTTOM
W
W
G y
F
J
W W
W-
n
F
W W _
W
M F
H y
r
W W
w
.-
r ro
o W W >'>
W
F Q m
w w
W
W
—
f>
W
ly�j
w
W
Q i i
y
w
Q
Q
+S(1 32+nn
S2+Sn
3S+nn
n3+sn
u+nn
3d+Sn
35+nn
35+5n
3R+(
COPYRIGHT 0, W.K. DICKSON & GO., INC. ALL RIGHTS RESERVED. REPRODUC
FILE NAME: O:\Projecte\Resource Environmental Solutions\2015020500RA - Hannah
SCALE: HOR 1"=30'; VERT 1"=3'
DELETIONS TO THIS
11, 2017 - Ben Carroll
120
117
114
111
108
105
102
0
12.2
2.5 3.8
BANKFULL STAGE
16
4
TYPICAL SHALLOW CROSS SECTION
TYPICAL POOL CROSS SECTION
STRAIGHT REACH
2:2
lE
TYPICAL RIGHT MEANDER CROSS SECTION
2
2�
TYPICAL LEFT MEANDER CROSS
SECTION
NOTES:
i. IN GENERAL, STREAM CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO
DOWNSTREAM DIRECTION.
2. ALL EXCAVATED MATERIAL MUST BE PLACED WITHIN DESIGNATED STOCKPILE AREAS.
3. ALL IMPERVIOUS DIKES AND BYPASS PUMPING EQUIPMENT SHALL BE MODIFIED AT THE
END OF EACH DAY TO RESTORE NORMAL FLOW BACK TO THE CHANNEL.
4. CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS OR TREES TO REMAIN, AND
SHALL NOT DAMAGE SUCH TREES IN ANY WAY. EXCAVATED OR OTHER MATERIAL
SHALL NOT BE PLACED, PILED OR STORED WITHIN THE CRITICAL ROOT ZONE AREA OF
THE TREES TO BE SAVED.
5. UNLESS NOTED OTHERWISE, FILL MATERIAL GENERATED FROM CHANNEL EXCAVATION
AND STABILIZATION SHALL BE PLACED INSIDE THE EXISTING CHANNEL TO BE
ABANDONED AT AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE TOWARDS THE
PROPOSED CHANNEL.
6. REMOVE AND STOCKPILE GRAVEL SUBSTRATE LOCATED WITHIN EXISTING CHANNELS,
THIS MATERIAL SHALL BE INSTALLED ON THE PROPOSED BED OF SHALLOW CHANNEL
SECTIONS.
7. IN -STREAM STRUCTURES PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS
(BRUSH TOES, LOG VANES, ROOT WADS, AND LOG TOES) MAY BE USED
INTERCHANGEABLY THROUGHOUT THE PROJECT PER APPROVAL FROM DESIGNER.
EXISTING CONTOUR MAJOR
— —50— — —
EXISTING CONTOUR MINOR
----46-----
PROPOSED CONTOUR MAJOR
SQ
PROPOSED CONTOUR MINOR
EXISTING WETLAND
0 Z
EXISTING TOP OF BANK
— — — — TB
EXISTINGBOTTOM OFBANK
— — — — BB
PROPOSED CENTERLINE OF
CHANNEL
ter•
EXISTING FENCELINE
— — — — X
EXISTING TREELINE
HCJ
PROPOSED TOP OF BANK
----------
LIMITS OF PROPOSED
z
O
¢
CONSERVATION EASEMENT
LCE
PROPOSED EL UG
F
O
(SEE DETAIL DWG D2)
DETAIL DWG D2)
o
a uj
PROPOSED FILL AREA
DIFFUSE FLOW STRUCTURE
� O
(SEE DETAIL DWG D4)
BRUSHTOE
g ¢
(SEE DETAIL DWG D3)
z >
DOUBLE LOG DROP
(SEE DETAIL SHEET D4)
o O
� r
LOG TOE PROTECTION
¢ a
� LL H
(SEE DETAIL DWG D2)
LOG SILL
Q = _
Z Q
(SEE DETAIL DWG D4)
= N n
N m O1
LOG GRADE CONTROL STRUCTURE
Z
(SEE DETAIL DWG D2)
W
0 Q
LOG VANE
J
Z¢zm
(SEE DETAIL DWG D3)
O
LOG J -HOOK
_
(SEE DETAIL DWG D6)
¢a�
RIFFLE GRADE CONTROL
(SEE DETAIL DWG D6)
BRUSH BED SILL
(SEE DETAIL DWG DB)
FLOODPLAIN SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL
, L
(PROFILE)
F(,jAJ1
LOG SILL
O
(PROFILE)01
DOUBLE LOG DROP
(PROFILE)
BRUSH BED SILL
(PROFILE)
RIFFLE GRADE CONTROL
(PROFILE)
�D CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh NC 27607
(V) 919.782.0495
(1) 919 782 9672
www.wkdicksorl
CENSE NO. '171
FULL SCALE: 1"=30
0 30 60
FULL SCALE
HALF SCALE I`cc: LU
PROJ. DATE: FEB 2016
O.C.: MS
O.C. DATE: JUN 2016
DRAWING NUMBER:
S8
PROJ. NO.:
2015020500
W
�
Uai
H
� N
W
H
O
a
0 Z
O
CcJ
U
ter•
O¢
Q
U
Z
HCJ
O
U
z
O
¢
�
y
F
O
I
o
a uj
¢ Z
O (�
� Z
I
� O
uQWi
i
g ¢
¢ d
Uai
W
z
O
0 Z
5
CcJ
y
ter•
O¢
w N
HCJ
�z
z
Z
=
U o
lq O
W
z >
C7Z
Q
z� a
o O
� r
¢ a
� LL H
Q = _
Z Q
=
H'
= N n
N m O1
U z 0
Z
Z
y i rn
2 NLLi
W
0 Q
3
J
Z¢zm
O
O
a
¢a�

117
STA 36+
114
111
108
105
102
99
3
FILE NAME:
\V \ NOTES:
>y ( I 12'2 1. IN GENERAL, STREAM CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO
3.8 DOWNSTREAM DIRECTION.
2.5
-r I 2. ALL EXCAVATED MATERIAL MUST BE PLACED WITHIN DESIGNATED STOCKPILE AREAS.
BANKFULL STAGE 3, ALL IMPERVIOUS DIKES AND BYPASS PUMPING EQUIPMENT SHALL BE MODIFIED AT THE
END OF EACH DAY TO RESTORE NORMAL FLOW BACK TO THE CHANNEL.
J>
�
la 4. CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS OR TREES TO REMAIN, AND
SHALL NOT DAMAGE SUCH TREES IN ANY WAY. EXCAVATED OR OTHER MATERIAL
SHALL NOT BE PLACED, PILED OR STORED WITHIN THE CRITICAL ROOT ZONE AREA OF
THE TREES TO BE SAVED.
r r e 4. 5. UNLESS NOTED OTHERWISE, FILL MATERIAL GENERATED FROM CHANNEL EXCAVATION
BE
TYPICAL SHALLOW CROSS SECTION ANDSTABILIZATIONONED ATIANSHALL IO PLACED INSIDE THE EXISTING DRAHANNETOWAR
ABANDONED AT AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE TOWARDS THE
`CE 12.0
PROPOSED CHANNEL.
r k r GRADE LEFT BANK FROM STA 36+84 TO 6. REMOVE AND STOCKPILE GRAVEL SUBSTRATE LOCATED WITHIN EXISTING CHANNELS,
STA 42+63 PER TYPICAL BANK GRADING 3.5 5.0 3.5 THIS MATERIAL SHALL BE INSTALLED ON THE PROPOSED BED OF SHALLOW CHANNEL
SECTIONS.
REACH HBDETAIL (DWG D3) r r BANKFULL STAGE
\ 7. IN -STREAM STRUCTURES PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS
i RESTORATION v
(BRUSH TOES, LOG VANES, ROOT WADS, AND LOG TOES) MAY BE USED
W '
(STA 36+84 TO STA 42+63) '�" \ \ r INTERCHANGEABLY THROUGHOUT THE PROJECT PER APPROVAL FROM DESIGNER.
r j INSTALL 30 LF OF 24" HDPE
AND 30 LF OF 42" HDPE _ — _ - 40+00 - - r_e �_� +C'
PER DETAIL DWG DS / 39'+ ems— Te -TB _-_ ,' 4B
z4• RCP
—NEINV=110.50 / 2� EBL �— _--_ Jo
SW INV=111.36 / /gV ' fla i' e = ' S h
� r
127
eLIP r
J W �� � �•G80 '� ♦ e � r r r --- � r e
L
j G ��� r 19" p r t�•. --
367 r r r r � MT
CRI 361 ? r r r rEIP
}16Tr � r r r • e I �-iY _�\ \r t
AU -BL_, r ar 7.. rad' .`_IaGt
G` FILL EXISTING CHANNEL. ,
s SEE DWG D2�301�
Y r H
LCE , 11
_LCE
REMOVE EXISTING PIPES - '. I -3O _ _ 1z"v--'� '
AND DISPOSE OF OFFSITE EUGENE STEWART
12^na,T \ `� ncPr 11 v — c -- — — LAURA A. STEWART
PROPOSED 30 LF OF
—50—
— —
EXISTING CONTOUR MINOR ----46-----
PROPOSED CONTOUR MAJOR
24 INCH CORRUGATED HDPE PIPE @ 0.83
PROPOSED CONTOUR MINOR
EXISTING WETLAND
_
STA 36+78.69 ELEV 110
89
TB
EXISTING BOTTOM OF BANK
— — —
— BB
PROPOSED CENTERLINE OF
-
ELEV 111.15
CHANNEL
EXISTING FENCELINE
— — —
— X
EXISTING TREELINE
-
.61 �'`�
PROPOSED TOP OF BANK ----------
PROPOSED
k#ANNEL-BOT�f3M
LOG SILL
STA 37+34
BRUSH BED SILL
N
HBED SILL
-
ELEV 110.70
STA 39+-0BRU
STA 40+4
ELEV 110.
>
w
w
I
EXISTING GRADE
ALONG
_
STREAM CENTER
INE
Q
�
f
N
i
PROPOSED
30 LF OF
_
42
INCH CORRUGATED HDPE
PIPE @ 0.87%
+nn 3R+Fin
37+nn
37+rr0
3R+00
3R+Fn
39+00
39+Fin
do+nn
4o+50
41+1
Hannah
SCALE: HOR 1"=30': VERT V=3'
2017 - Ben Carroll
117
114
111
108
105
102
99
0
TYPICAL POOL CROSS SECTION
STRAIGHT REACH
ES 3.5
BANKFULL STAGE
rL
TYPICAL RIGHT MEANDER CROSS SECTION
TYPICAL LEFT MEANDER CROSS
SECTION
1 Gr_Gnln
EXISTING CONTOUR MAJOR —
—50—
— —
EXISTING CONTOUR MINOR ----46-----
PROPOSED CONTOUR MAJOR
PROPOSED CONTOUR MINOR
EXISTING WETLAND
EXISTING TOP OF BANK
— —
TB
EXISTING BOTTOM OF BANK
— — —
— BB
PROPOSED CENTERLINE OF
z��nN�wNzLL'Nm
CHANNEL
EXISTING FENCELINE
— — —
— X
EXISTING TREELINE
PROPOSED TOP OF BANK ----------
LIMITS OF PROPOSED
CONSERVATION EASEMENT —LCE—
PROPOSED CHANNEL PLUG
(SEE DETAIL DWG D2)
PROPOSED FILL AREA
DIFFUSE FLOW STRUCTURE
(SEE DETAIL DWG 134)
BRUSHTOE
(SEE DETAIL DWG 133)
DOUBLE LOG DROP
(SEE DETAIL SHEET D4)
LOG TOE PROTECTION
(SEE DETAIL DWG D2)
LOG SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL STRUCTURE
(SEE DETAIL DWG D2)
LOG VANE
(SEE DETAIL DWG D3)
LOG J -HOOK
(SEE DETAIL DWG D6)
RIFFLE GRADE CONTROL
(SEE DETAIL DWG D6)
BRUSH BED SILL
(SEE DETAIL DWG D6)
FLOODPLAIN SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL
(PROFILE)
LOG SILL
(PROFILE)
DOUBLE LOG DROP
(PROFILE)
BRUSH BED SILL
(PROFILE)
RIFFLE GRADE CONTROL
(PROFILE)
�D CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
CENSE NO. F 71
FULL SCALE: 1"=30
0 30 60
2" — FULL SCALE
y 1" =HALF SCALE I`
IlJcD
PROJ. DATE: FEB 2016
OO.CC.:DE: JUN 2016
DRAWING NUMBER:
S9
PROJ. NO.:
2015020500
Q�a¢OQWU
I
wo
0OZOUa:O0
u, OZ
Z'
O u
¢ ¢ d
fH�QlZJ—
z��nN�wNzLL'Nm
UWQ p
0CZ cr
cOQU
3cr
0Z o
U O
W>
7Z
0 z�¢
Er
D]ZW
ZQ~H
ZOUZ¢n
Q3Z¢zwoaJmO a0 O¢
fH�QlZJ—
z��nN�wNzLL'Nm
N

LCE—LCE CCf
REACH HB
RESTORATION \LCE _ r
(STA 36+84 TO STA 42+63) cce
N �Cf
I r
rt 42+00 \ I
TB
Z -A .UU 45+06
\ i^
v
/3.O
• \ \ \ xt\'�y </ 15`N / F 0 JAMES KEVIN MASSENGILL
Ni0 Zm _ < j \ \ d 0 2"T 15"f a•T "Ryk JAMES BRYSON MASSENGILL DB
r \ 1T2p�. v �\. `� \ V (w. 2,T <12'r 3938, PG 696
p 18•, C7 'P2 � \ 12' 20,tI5
< GRADE LEFT BANK FROM STA 36+g4 TO 1s ,,,..�
STA 42+63 PER TYPICAL BANK GRADING t2 \�\ ` "Y'
DETAIL (DWG D3) � i.� / ` \\ ` 4 12'T
ZT
LIP 20" P
v 2"T 4 . " 12^Pw
/< < a
\
1EIR
240
S✓J 1 T 5 T
H 12�r
\ 24
15" 12"T 24"T 5`i"1B•T 16"T 39 r u r rfP v \
v 12^T o 7 REACH HB
p 15^T BUFFEfI�pl CEMENT 12 p
(STA 42+63 TO'S'T�l �
6
15"ri" 2T
�
p o EUGENE STEWART
\ 12° LAURA A. STEWART
DB 656, PG 553
p
12
120
117
114
111
108
105
102
100
4'
FILE NAME:
Hannah
SCALE: HOR 1"=30'; VERT 1"=3'
2017 - Ben Carroll
NOTES:
i. IN GENERAL, STREAM CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO
DOWNSTREAM DIRECTION.
2, ALL EXCAVATED MATERIAL MUST BE PLACED WITHIN DESIGNATED STOCKPILE AREAS.
3. ALL IMPERVIOUS DIKES AND BYPASS PUMPING EQUIPMENT SHALL BE MODIFIED AT THE
END OF EACH DAY TO RESTORE NORMAL FLOW BACK TO THE CHANNEL.
4. CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS OR TREES TO REMAIN, AND
SHALL NOT DAMAGE SUCH TREES IN ANY WAY. EXCAVATED OR OTHER MATERIAL
SHALL NOT BE PLACED, PILED OR STORED WITHIN THE CRITICAL ROOT ZONE AREA OF
THE TREES TO BE SAVED.
5. UNLESS NOTED OTHERWISE, FILL MATERIAL GENERATED FROM CHANNEL EXCAVATION
AND STABILIZATION SHALL BE PLACED INSIDE THE EXISTING CHANNEL TO BE
ABANDONED AT AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE TOWARDS THE
PROPOSED CHANNEL.
6. REMOVE AND STOCKPILE GRAVEL SUBSTRATE LOCATED WITHIN EXISTING CHANNELS,
THIS MATERIAL SHALL BE INSTALLED ON THE PROPOSED BED OF SHALLOW CHANNEL
SECTIONS.
7. IN -STREAM STRUCTURES PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS
(BRUSH TOES, LOG VANES, ROOT WADS, AND LOG TOES) MAY BE USED
INTERCHANGEABLY THROUGHOUT THE PROJECT PER APPROVAL FROM DESIGNER.
LEGEND
LCE—
PROPOSED CHANNELDWG UG
EXISTING CONTOUR MAJOR —
—50—
— —
EXISTING CONTOUR MINOR ----46-----
DOUBLE LOG DROP
DIFFUSE FLOW STRUCTURE
PROPOSED CONTOUR MAJOR
SQ
PROPOSED CONTOUR MINOR
LOG TOE PROTECTION
EXISTING WETLAND
(SEE DETAIL DWG D2)
EXISTING TOP OF BANK
— — —
— TB
EXISTING BOTTOM OF BANK
— — —
— BB
PROPOSED CENTERLINE OF
LOG GRADE CONTROL STRUCTURE
CHANNEL
(SEE DETAIL DWG D2)
BRUSH BED SILL
STA 42+2
ELEV 109.90
EXISTING FENCELINE
— — —
— X
EXISTING GRADE ALO
STREAM CENTERLINE
G
_
_
LOG J -HOOK
_
— — — — —
I _ _ — — _
114
— — —
(SEE DETAIL DWG D6)
BRUSH BED SILL
(SEE DETAIL DWG D6)
111
FLOODPLAIN SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL
j
42+00
49+50
108
LOG SILL
(PROFILE)
DOUBLE LOG DROP
(PROFILE)
43+50
105
44+50
4S+I
+00
BRUSH BED SILL
41+50
43+00
44+00
Hannah
SCALE: HOR 1"=30'; VERT 1"=3'
2017 - Ben Carroll
NOTES:
i. IN GENERAL, STREAM CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO
DOWNSTREAM DIRECTION.
2, ALL EXCAVATED MATERIAL MUST BE PLACED WITHIN DESIGNATED STOCKPILE AREAS.
3. ALL IMPERVIOUS DIKES AND BYPASS PUMPING EQUIPMENT SHALL BE MODIFIED AT THE
END OF EACH DAY TO RESTORE NORMAL FLOW BACK TO THE CHANNEL.
4. CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS OR TREES TO REMAIN, AND
SHALL NOT DAMAGE SUCH TREES IN ANY WAY. EXCAVATED OR OTHER MATERIAL
SHALL NOT BE PLACED, PILED OR STORED WITHIN THE CRITICAL ROOT ZONE AREA OF
THE TREES TO BE SAVED.
5. UNLESS NOTED OTHERWISE, FILL MATERIAL GENERATED FROM CHANNEL EXCAVATION
AND STABILIZATION SHALL BE PLACED INSIDE THE EXISTING CHANNEL TO BE
ABANDONED AT AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE TOWARDS THE
PROPOSED CHANNEL.
6. REMOVE AND STOCKPILE GRAVEL SUBSTRATE LOCATED WITHIN EXISTING CHANNELS,
THIS MATERIAL SHALL BE INSTALLED ON THE PROPOSED BED OF SHALLOW CHANNEL
SECTIONS.
7. IN -STREAM STRUCTURES PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS
(BRUSH TOES, LOG VANES, ROOT WADS, AND LOG TOES) MAY BE USED
INTERCHANGEABLY THROUGHOUT THE PROJECT PER APPROVAL FROM DESIGNER.
LEGEND
LCE—
PROPOSED CHANNELDWG UG
EXISTING CONTOUR MAJOR —
—50—
— —
EXISTING CONTOUR MINOR ----46-----
DOUBLE LOG DROP
DIFFUSE FLOW STRUCTURE
PROPOSED CONTOUR MAJOR
SQ
PROPOSED CONTOUR MINOR
LOG TOE PROTECTION
EXISTING WETLAND
(SEE DETAIL DWG D2)
EXISTING TOP OF BANK
— — —
— TB
EXISTING BOTTOM OF BANK
— — —
— BB
PROPOSED CENTERLINE OF
LOG GRADE CONTROL STRUCTURE
CHANNEL
(SEE DETAIL DWG D2)
EXISTING FENCELINE
— — —
— X
EXISTING TREELINE
(SEE DETAIL DWG D3)
PROPOSED TOP OF BANK ----------
LOG J -HOOK
_
LIMITS OF PROPOSED
CONSERVATION EASEMENT
LCE—
PROPOSED CHANNELDWG UG
(SEE DETAIL DWG D2)
D2)
PROPOSED FILL AREA
DOUBLE LOG DROP
DIFFUSE FLOW STRUCTURE
(SEE DETAIL DWG 134)
100
)0
�D CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(1) 919.782.9672
www.wkdicksorl
CENSE NO. F 374
FULL SCALE: 1"=30
0 30 60
FULL SCALE
y 1" =HALF SCALE I`
IlJcD
BRUSHTOE
(SEE DETAIL DWG 133)
DOUBLE LOG DROP
(SEE DETAIL SHEET D4)
120
LOG TOE PROTECTION
(SEE DETAIL DWG D2)
LOG SILL
(SEE DETAIL DWG D4)
'3
Cf_H�44WZ—
LOG GRADE CONTROL STRUCTURE
117
(SEE DETAIL DWG D2)
LOG VANE
(SEE DETAIL DWG D3)
LOG J -HOOK
_
(SEE DETAIL DWG D6)
114
RIFFLE GRADE CONTROL
(SEE DETAIL DWG D6)
BRUSH BED SILL
(SEE DETAIL DWG D6)
111
FLOODPLAIN SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL
j
(PROFILE)
(WT1
108
LOG SILL
(PROFILE)
DOUBLE LOG DROP
(PROFILE)
105
BRUSH BED SILL
(PROFILE)
RIFFLE GRADE CONTROL
(PROFILE)
102
100
)0
�D CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(1) 919.782.9672
www.wkdicksorl
CENSE NO. F 374
FULL SCALE: 1"=30
0 30 60
FULL SCALE
y 1" =HALF SCALE I`
IlJcD
N
OvaU�Q�¢O�QU
I
�o
Z
O a:0
66 W
0
¢¢ d
'3
Cf_H�44WZ—
�N5�zw¢yUQ¢N
z��nN��owNLLNm
y
UWZ p
0
cc:J y
0 w
U0Z
U O
W UQFZ�>
7Z z
00 z�¢
Er =
ZQH
OH'
ZZU ¢nww0Q Z¢10am
a za0J
O O¢
PROJ. DATE: FEB 2016
O.C.:DE:M
OCJUN 2016
DRAWING NUMBER:
S10
PROJ. NO.:
2015020500oH�L
'3
Cf_H�44WZ—

14'
13E
13:
13,
12E
12E
12:
12(
REACH HF1
ENHANCEMENT III
(STA 2+18 TO STA 13+58) \
I
i
\ � N
3+0
1
*00
10" 88
<-7+90 k
COPYRIGHT 0, W.K. DICKSON & GO., INC. ALL RIGHTS RESERVED. REPRODUC
FILE NAME: O:\Projects\Resource Environmental Solutions\2015020500RA - Hannah
SCALE: HOR 1"=30'; VERT 1"=3'
DELETIONS TO THIS I
11, 2017 - Ben Carroll
141
138
135
132
129
126
123
120
NOTES:
1. IN GENERAL, STREAM CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO
DOWNSTREAM DIRECTION.
2. ALL EXCAVATED MATERIAL MUST BE PLACED WITHIN DESIGNATED STOCKPILE AREAS.
3. ALL IMPERVIOUS DIKES AND BYPASS PUMPING EQUIPMENT SHALL BE MODIFIED AT THE
END OF EACH DAY TO RESTORE NORMAL FLOW BACK TO THE CHANNEL.
4. CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS OR TREES TO REMAIN, AND
SHALL NOT DAMAGE SUCH TREES IN ANY WAY. EXCAVATED OR OTHER MATERIAL
SHALL NOT BE PLACED, PILED OR STORED WITHIN THE CRITICAL ROOT ZONE AREA OF
THE TREES TO BE SAVED.
5. UNLESS NOTED OTHERWISE, FILL MATERIAL GENERATED FROM CHANNEL EXCAVATION
AND STABILIZATION SHALL BE PLACED INSIDE THE EXISTING CHANNEL TO BE
ABANDONED AT AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE TOWARDS THE
PROPOSED CHANNEL.
6. REMOVE AND STOCKPILE GRAVEL SUBSTRATE LOCATED WITHIN EXISTING CHANNELS,
THIS MATERIAL SHALL BE INSTALLED ON THE PROPOSED BED OF SHALLOW CHANNEL
SECTIONS.
7. IN -STREAM STRUCTURES PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS
(BRUSH TOES, LOG VANES, ROOT WADS, AND LOG TOES) MAY BE USED
INTERCHANGEABLY THROUGHOUT THE PROJECT PER APPROVAL FROM DESIGNER,
EXISTING CONTOUR MAJOR
— —50— — —
EXISTINGCONTOURMINOR
----46-----
PROPOSED CONTOUR MAJOR
N�ZZUa:O0
PROPOSED CONTOUR MINOR
,QZ
EXISTING WETLAND
0
EXISTING TOP OF BANK
— — — — TB
EXISTING BOTTOM OF BANK
— — — — BB
PROPOSED CENTERLINE OF
CHANNEL
EXISTING FENCELINE
— — — — X
EXISTING TREELINE
UOZUwZ
PROPOSED TOP OF BANK
----------
LIMITS OF PROPOSED
CONSERVATION EASEMENT
La'
PROPOSED CHANNELDWG UG
(SEE DETAIL DWG D2)
D2)
ujO¢d
PROPOSED FILL AREA
DIFFUSE FLOW STRUCTURE
(SEE DETAIL DWG 134)
BRUSHTOE
UO
WZ
(SEE DETAIL DWG 133)
z
o>'PZ
DOUBLE LOG DROP
(SEE DETAIL SHEET D4)
Er
LOG TOE PROTECTION
oLLUFZZ�a
(SEE DETAIL DWG D2)
LOG SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL STRUCTURE
(SEE DETAIL DWG D2)
LOG VANE
O
(SEE DETAIL DWG D3)
LOG J -HOOK
_
(SEE DETAIL DWG D6)
RIFFLE GRADE CONTROL
(SEE DETAIL DWG D6)
BRUSH BED SILL
(SEE DETAIL DWG D6)
FLOODPLAIN SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL
j
(PROFILE)
(WT1
LOG SILL
O
(PROFILE)
o
DOUBLE LOG DROP
a
(PROFILE)
aj
BRUSH BED SILL
(PROFILE)
RIFFLE GRADE CONTROL
(PROFILE)
�D CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(V) 919.782.0495
(1) 919.782.9672
www.wkdickson.conn
CENSE NO. F-"374
FULL SCALE: 1"=30
0 30 60
F
HULL SCALE 1" =ALF SCALE I`
0a f��rGaWD—
]
z�nNw'Nm
yN
�
IDHOa¢O�uQWU¢l
UwZ
N�ZZUa:O0
o
0
Cc
y
OQ
w
UOZUwZ
ujO¢d
ilI
UO
WZ
PROJ.DATE: �FEB2016
D.C.: MS
D.C. DATE: JUN 2016
DRAWING NUMBER:
S11
PROJ. NO.:
2015020500�
UwZ
o
0
Cc
y
OQ
w
UOZUwZ
UO
WZ
z
o>'PZ
0
Zy¢
Er
J
oLLUFZZ�a
ZQOZUZWQ
¢zm�Z¢J
O

13E
13E
132
12E
12E
122
12C
117
o I
+
V7
Z
J to
2
H
\ t • t
' / '
EXISTING CONTOUR MINOR
----46-----
PROPOSED CONTOUR MAJOR
PROPOSED CONTOUR MINOR -------
r t t
\t
t E t t t\
Te -
3 Q
'8"_'00
aa�
�1
M
—gy wfL�
7Q �t t
xoo
1,1+00, e
3e moi— Tq� `/msµ\' ' REACH HF1�
ENHANCEMENT III
(STA 2+18 TO STA 13+58)
-------- _
LCELCE—LCEILLCE'
—
A—x
COPYRIGHT 0, W.K. DICKSON & GO., INC. ALL RIGHTS RESERVED. REPRODUC
FILE NAME: 0:\Projects\Resource Environmental Solutions\2015020500RA - Hannah
SCALE: HOR 1"=30': VERT 1"=3'
DELETIONS TO THIS I
11, 2017 - Ben Carroll
38
35
32
29
26
23
20
17
NOTES:
1. IN GENERAL, STREAM CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO
DOWNSTREAM DIRECTION.
2. ALL EXCAVATED MATERIAL MUST BE PLACED WITHIN DESIGNATED STOCKPILE AREAS.
3. ALL IMPERVIOUS DIKES AND BYPASS PUMPING EQUIPMENT SHALL BE MODIFIED AT THE
END OF EACH DAY TO RESTORE NORMAL FLOW BACK TO THE CHANNEL.
4. CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS OR TREES TO REMAIN, AND
SHALL NOT DAMAGE SUCH TREES IN ANY WAY. EXCAVATED OR OTHER MATERIAL
SHALL NOT BE PLACED, PILED OR STORED WITHIN THE CRITICAL ROOT ZONE AREA OF
THE TREES TO BE SAVED.
5. UNLESS NOTED OTHERWISE, FILL MATERIAL GENERATED FROM CHANNEL EXCAVATION
AND STABILIZATION SHALL BE PLACED INSIDE THE EXISTING CHANNEL TO BE
ABANDONED AT AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE TOWARDS THE
PROPOSED CHANNEL.
6. REMOVE AND STOCKPILE GRAVEL SUBSTRATE LOCATED WITHIN EXISTING CHANNELS,
THIS MATERIAL SHALL BE INSTALLED ON THE PROPOSED BED OF SHALLOW CHANNEL
SECTIONS.
7. IN -STREAM STRUCTURES PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS
(BRUSH TOES, LOG VANES, ROOT WADS, AND LOG TOES) MAY BE USED
INTERCHANGEABLY THROUGHOUT THE PROJECT PER APPROVAL FROM DESIGNER,
EXISTING CONTOUR MAJOR
— —50— — —
EXISTING CONTOUR MINOR
----46-----
PROPOSED CONTOUR MAJOR
PROPOSED CONTOUR MINOR -------
EX STING
EXISTING WETLAND
EXISTING TOP OF BANK
— — — — TB
EXISTING BOTTOM OF BANK
— — — — BB
PROPOSED CENTERLINE OF
CHANNEL
EXISTING FENCELINE
— — — — X
EXISTING TREELINE
PROPOSED TOP OF BANK
----------
LIMITS OF PROPOSED
CONSERVATION EASEMENT
LCE
PROPOSED CHANNELDWG UG
(SEE DETAIL DWG D2)
D2)
PROPOSED FILL AREA
DIFFUSE FLOW STRUCTURE
N
(SEE DETAIL DWG 134)
BRUSHTOE
(SEE DETAIL DWG 133)
DOUBLE LOG DROP
(SEE DETAIL SHEET D4)
LOG TOE PROTECTION
(SEE DETAIL DWG D2)
LOG SILL
(SEE DETAIL DWG D4)
�N5��z¢UQ¢wN
y
LOG GRADE CONTROL STRUCTURE
(SEE DETAIL DWG D2)
LOG VANE
(SEE DETAIL DWG D3)
LOG J -HOOK
_
(SEE DETAIL DWG D6)
RIFFLE GRACE CONTROL
(SEE DETAIL DWG D6)
BRUSH BED SILL
(SEE DETAIL DWG D6)
FLOODPLAIN SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL
j
(PROFILE)
(WTt
LOG SILL
O
(PROFILE)
o
DOUBLE LOG DROP
a
(PROFILE)
aj
BRUSH BED SILL
(PROFILE)
RIFFLE GRADE CONTROL
(PROFILE)
�D CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(V) 919.782.0495
(1) 919.782.9672
www.wkdicksorI
eEes 40. r_o3,a
FULL SCALE: 1"=30
0 30 60
FULL SCALE
HALF SCALE I`
Wa :f��rGaWZ-
0
PROJ. DATE: FEB 2016
D.C.: MS
D.C. DATE: JUN 2016
DRAWING NUMBER:
S12
PROJ. NO.:
2015020500
IQDHOa¢O�uQWU¢l
ilI
�N�ZOZOUa:O0
65
O¢d
z�ynN�wLL'Nm
N
UWZ p
0
CCcc y
OQ w
UOZUwZ
UO
LEI
(Z z
0 Z�¢
Er '2
CO
ZQH
OH'
ZZU2NLLi
Q Z¢UIFZ�to>am0 za0J
O O¢
z�ynN�wLL'Nm
�N5��z¢UQ¢wN
y

132
129
126
123
120
117
114
112
11
COPYRIGHT 0, W.K. DI
FILE NAME: O:\Projects\
I \
—X— X
I \\
�f�yF
�a o REACH HFI ' C
h e
.+- ENHANCEMENTIII
(STA 2 „ \
+18 TO STA 13+58)
W Cv
REACH HB"
P1 RESTORATION
' (SEE DWG S3)
X— — _ \\ 11+00 r
\VA r REACH HF1
r®� R P1 RESTORATION
(STA 13+58 TO STA 16+04)
" R14+00
� 11
lit= p �. \ oo
\ a , //—� + 096+15
_
yj e 9I s
LOE
r
r
�X—X�Y max— \ \ \ \\ ��—_______
Hannah
SCALE: HOR 1"=30': VERT 1"=3'
11, 2017 - Ben Carroll
32
29
26
23
20
17
14
12
6.0
1.5 1.5
BANKFULL STAGE
0.7
4
TYPICAL SHALLOW CROSS SECTION
4.0 1.0
BANKFULL STAGE
1.0
rL
TYPICAL RIGHT MEANDER CROSS SECTION
TYPICAL LEFT MEANDER CROSS
SECTION
NOTES:
1. IN GENERAL, STREAM CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO
DOWNSTREAM DIRECTION.
2. ALL EXCAVATED MATERIAL MUST BE PLACED WITHIN DESIGNATED STOCKPILE AREAS.
3. ALL IMPERVIOUS DIKES AND BYPASS PUMPING EQUIPMENT SHALL BE MODIFIED AT THE
END OF EACH DAY TO RESTORE NORMAL FLOW BACK TO THE CHANNEL.
4. CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS OR TREES TO REMAIN, AND
SHALL NOT DAMAGE SUCH TREES IN ANY WAY. EXCAVATED OR OTHER MATERIAL
SHALL NOT BE PLACED, PILED OR STORED WITHIN THE CRITICAL ROOT ZONE AREA OF
THE TREES TO BE SAVED.
5. UNLESS NOTED OTHERWISE, FILL MATERIAL GENERATED FROM CHANNEL EXCAVATION
AND STABILIZATION SHALL BE PLACED INSIDE THE EXISTING CHANNEL TO BE
ABANDONED AT AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE TOWARDS THE
PROPOSED CHANNEL.
6. REMOVE AND STOCKPILE GRAVEL SUBSTRATE LOCATED WITHIN EXISTING CHANNELS,
THIS MATERIAL SHALL BE INSTALLED ON THE PROPOSED BED OF SHALLOW CHANNEL
SECTIONS.
7. IN -STREAM STRUCTURES PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS
(BRUSH TOES, LOG VANES, ROOT WADS, AND LOG TOES) MAY BE USED
INTERCHANGEABLY THROUGHOUT THE PROJECT PER APPROVAL FROM DESIGNER,
LEGEND
EXISTING CONTOUR MAJOR
— —50— — —
EXISTING CONTOUR MINOR
----46-----
PROPOSED CONTOUR MAJOR
H
D N
PROPOSED CONTOUR MINOR
EXISTING WETLAND
EXISTING TOP OF BANK
— — — — TB
EXISTING BOTTOM OF BANK
— — — — BB
PROPOSED CENTERLINE OF
CHANNEL
EXISTING FENCELINE
— — — — X
EXISTING TREELINE
PROPOSED TOP OF BANK
----------
LIMITS OF PROPOSED
CONSERVATION EASEMENT
La'
PROPOSED CHANNELDWG UG
„¢O�uQWU
D2)
(SEE DETAIL DWG D2)
PROPOSED FILL AREA
DIFFUSE FLOW STRUCTURE
(SEE DETAIL DWG 134)
BRUSHTOE
(SEE DETAIL DWG 133)
DOUBLE LOG DROP
(SEE DETAIL SHEET D4)
LOG TOE PROTECTION
(SEE DETAIL DWG D2)
LOG SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL STRUCTURE
(SEE DETAIL DWG D2)
W0a
LOG VANE
(SEE DETAIL DWG D3)
LOG J -HOOK
_
(SEE DETAIL DWG D6)
RIFFLE GRADE CONTROL
(SEE DETAIL DWG D6)
BRUSH BED SILL
(SEE DETAIL DWG D6)
FLOODPLAIN SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL
j
(PROFILE)
(WTt
LOG SILL
O
(PROFILE)
o
DOUBLE LOG DROP
a
(PROFILE)
aj
BRUSH BED SILL
(PROFILE)
RIFFLE GRADE CONTROL
(PROFILE)
�D CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(1) 919.782.9672
www.wkdickson.conn
CENSE NO -71
FULL SCALE: 1"=30
0 30 60
HALF
FULL SCALE 1" = SCALE I`
cc:=)
PROJ. DATE: FEB 2016
O.C: MS
O.C. JUN 2016
DRAWING NUMBER:
S13
PROJ. NO.:
2015020500
iI
0�ZUa:O0
6j
O¢
d¢
UIFZ�t
N�5��z¢¢UQ�2wN
.
�
IllHaO
Uf�mrGaW—
H
D N
zN�yn��LL'm
„¢O�uQWU
N�5��z¢¢UQ�2wN
.
Uf�mrGaW—
zN�yn��LL'm
„¢O�uQWU
+
yN
W0a

1 PROPOSED 30 LF OF -
18" CORRUGATED HDPE PIPE
@0.17%
BAb� 0+0 J
`
C.P. THOMPSON, JR.
EVELYN H. THOMPSON OB
1432, PG 212
10" MP
NW NV -11965
f'SE INV=119.69---------_
J
REACH TH3 LCE LCE LCE— S� NF6"0
ENHANCEMENTII _ i r 0
(STA 0+63 TO STA7+79)
1+00
Tg �
BB — 86_
I _C
I
I
REMOVE EXISTING PIPE
AND DISPOSE OF OFFSITE
I )
`1.�iiI,
\ CONTROL POINT
'r x N=594,622.2581'
�E=2,173,943.1695'
ELEVATION,22.79'
126
123
120
117
114
111
108
106
COPYRIGHT ®, W.K. DICKSON
FILE NAME: O:\Projects\Resourc
X
3+00 � _ 4+00 L r
TB
BB
BB
y\ PATH
GRADE RIGHT BANK FROM STA 0+66 TO /
STA 5+38 PER TYPICAL BANK GRADING
DETAIL (DWG D3) /
3Dl
3M -3n -3M 3DlJ
Hannah
SCALE: HOR 1"=30'; VERT 1"=3'
11, 2017 - Ben Carroll
126
123
120
117
114
111
108
106
NOTES:
1. IN GENERAL, STREAM CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO
DOWNSTREAM DIRECTION.
2, ALL EXCAVATED MATERIAL MUST BE PLACED WITHIN DESIGNATED STOCKPILE AREAS.
3. ALL IMPERVIOUS DIKES AND BYPASS PUMPING EQUIPMENT SHALL BE MODIFIED AT THE
END OF EACH DAY TO RESTORE NORMAL FLOW BACK TO THE CHANNEL.
4. CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS OR TREES TO REMAIN, AND
SHALL NOT DAMAGE SUCH TREES IN ANY WAY. EXCAVATED OR OTHER MATERIAL
SHALL NOT BE PLACED, PILED OR STORED WITHIN THE CRITICAL ROOT ZONE AREA OF
THE TREES TO BE SAVED.
5. UNLESS NOTED OTHERWISE, FILL MATERIAL GENERATED FROM CHANNEL EXCAVATION
AND STABILIZATION SHALL BE PLACED INSIDE THE EXISTING CHANNEL TO BE
ABANDONED AT AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE TOWARDS THE
PRO POSED CHANNEL.
6. REMOVE AND STOCKPILE GRAVEL SUBSTRATE LOCATED WITHIN EXISTING CHANNELS,
THIS MATERIAL SHALL BE INSTALLED ON THE PROPOSED BED OF SHALLOW CHANNEL
SECTIONS.
7. IN -STREAM STRUCTURES PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS
(BRUSH TOES, LOG VANES, ROOT WADS, AND LOG TOES) MAY BE USED
INTERCHANGEABLY THROUGHOUT THE PROJECT PER APPROVAL FROM DESIGNER.
LEGEND
EXISTING CONTOUR MAJOR
— —50— — —
EXISTING CONTOUR MINOR
----46-----
PROPOSED CONTOUR MAJOR
N
PROPOSED CONTOUR MINOR
42
EXISTING WETLAND
0 Z
Z N
EXISTING TOP OF BANK
— — — — TB
EXISTING BOTTOM OF BANK
— — — — BB
PROPOSED CENTERLINE OF
0
CHANNEL
�
EXISTING FENCELINE
— — — — X
EXISTING TREELINE
� U
PROPOSED TOP OF BANK
� z
z
LIMITS OF PROPOSED
O
¢
CONSERVATION EASEMENT
LCE
PROPOSED CHANNELDWG UG
F
�
D2)
(SEE DETAIL DWG D2)
o
a uj
PROPOSED FILL AREA
a �
W Z
DIFFUSE FLOW STRUCTURE
O
Y N
(SEE DETAIL DWG D4)
BRUSHTOE
g ¢
(SEE DETAIL DWG 133)
z >
DOUBLE LOG DROP
(SEE DETAIL SHEET D4)
0 Q
� r
LOG TOE PROTECTION
¢ a
� LL H
(SEE DETAIL DWG D2)
LOG SILL
Z Q
(SEE DETAIL DWG D4)
= N
LOG GRADE CONTROL STRUCTURE
(SEE DETAIL DWG D2)
W
0 Q
LOG VANE
J
Z¢zm
(SEE DETAIL DWG D3)
O
LOG J -HOOK
_
(SEE DETAIL DWG D6)
¢a�
RIFFLE GRADE CONTROL
(SEE DETAIL DWG D6)
BRUSH BED SILL
(SEE DETAIL DWG D6)
FLOODPLAIN SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL
j
(PROFILE)
(WT1
LOG SILL
O
(PROFILE)
o
DOUBLE LOG DROP
a
(PROFILE)
aj
BRUSH BED SILL
(PROFILE)
RIFFLE GRADE CONTROL
(PROFILE)
�D CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(V) 919.782.0495
(1) 919.782.9672
www.wkdicksorI
CENSENo.E 71
FULL SCALE: 1"=30
0 30 60
FULL SCALE
y 1" = HALF SCALE I`
PROJ. DATE: FEB 2016
O.C.: MS
O.C. DATE: JUN 2016
DRAWING NUMBER:
S14
PROJ. NO.:
2015020500
LEI
�
D N
O
a
U
Q
Z
U
z a:
f—
U
N
W
p
0 Z
Z N
5
c J
CEL
y
0
�
O Q
n
w N
� U
� z
z
O
¢
y
F
�
I
o
a uj
¢ Z
O �
� Z
a �
W Z
U
O
Y N
uQWi
UI �
i
g ¢
¢ d
f—
U
N
W
p
0 Z
Z N
5
c J
CEL
y
0
�
O Q
n
w N
� U
� z
z
M
z w
rG
=
¢ o
a �
W Z
U
N
U O
W
z >
C'3
Q
z
0 Q
� r
¢ a
� LL H
Li C0
Z Q
H
= N
U Z O
Z
2 NLLi
W
0 Q
3
J
Z¢zm
O
O
a
¢a�

FILE NAME:
\ V A A NOTES:
\ \
JAMES KEVIN MA i. IN GENERAL, STREAM CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO
JAMES BRYSON MA;
DOWNSTREAM DIRECTION.
3936, PGE 2. ALL EXCAVATED MATERIAL MUST BE PLACED WITHIN DESIGNATED STOCKPILE AREAS.
3. ALL IMPERVIOUS DIKES AND BYPASS PUMPING EQUIPMENT SHALL BE MODIFIED AT THE
END OF EACH DAY TO RESTORE NORMAL FLOW BACK TO THE CHANNEL.
,I \ \ \ \ \\_ •�/ In 15"T
15T �\ \ \ 9,E 4. CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS OR TREES TO REMAIN, AND
REACH TH3 \ \ L 4'lT(\\\ \ SHALL NOT DAMAGE SUCH TREES IN ANY WAY. EXCAVATED OR OTHER MATERIAL
\ \ \ \ \ \ ` `\' \ \ \ SHALL NOT BE PLACED, PILED OR STORED WITHIN THE CRITICAL ROOT ZONE AREA OF
---/ ENHANCEMENTII \ X \ \`-.-\� THE TREES TO BE SAVED.
(STA 0+63 TO STA7+79)
157 5. \\ \ \ / 5. UNLESS NOTED OTHERWISE, FILL MATERIAL GENERATED FROM CHANNEL EXCAVATION
AND STABILIZATION SHALL BE PLACED INSIDE THE EXISTING CHANNEL TO BE
(( / / ,/ I I + l ` `. \ W q,W_ 12 T \ \ I ABANDONED AT AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE TOWARDS THE
'" 2.T 18"T PROPOSED CHANNEL.
6. REMOVE AND STOCKPILE GRAVEL SUBSTRATE LOCATED WITHIN EXISTING CHANNELS,
-' _ —__ / // ��Y� THIS MATERIAL SHALL BE INSTALLED ON THE PROPOSED BED OF SHALLOW CHANNEL
- - - - - + -- i SECTIONS
u/
TB �`� 7. IN -STREAM STRUCTURES PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS
/ . (BRUSH TOES, LOG VANES, ROOT WADS, AND LOG TOES) MAY BE USED
D2�.-Y—X/ / . . a i.�,t�12"T INTERCHANGEABLY THROUGHOUT THE PROJECT PER APPROVAL FROM DESIGNER,
24 12"T
00
15
6+00 B
z r z"T
LEGEND
111
114
11'
10£
10:
10:
EPRODUC
%- Hannah
;RADE RIGHT BANK FROM STA 0+66 TO - \ a v \ 1Y
ITAPER TYPICAL BANK GRADING — - - -
;ETAIL IL (DING D3) � \ 36^T � 1z'T I
CI
\ \ \\ \\ C.P. THOM
\ \
� �yy �� �iT 3M � 3'�i�' \ \ - \s EVELYN H. Th
3633, F
\
SCALE: HOR 1"=30': VERT 1"=3'
11, 2017 - Ben Carroll
123
120
117
114
111
108
105
102
EXISTING CONTOUR MAJOR —
—50-
— -
EXISTING CONTOUR MINOR ----46-----
D2)
(SEE DETAIL DWG D2)
PROPOSED CONTOUR MAJOR
DIFFUSE FLOW STRUCTURE
PROPOSED CONTOUR MINOR -------
(SEE DETAIL DWG D4)
EXISTING WETLAND
(SEE DETAIL DWG D3)
EXISTING TOP OF BANK
- - -
- TB
EXISTING BOTTOM OF BANK
- - -
- BB
PROPOSED CENTERLINE OF
z�nNw�oNm
CHANNEL
EXISTING FENCELINE
- - -
- X
EXISTING TREELINE
PROPOSED TOP OF BANK
N
LIMITS OF PROPOSED
CONSERVATION EASEMENT
La'
PROPOSED CHANNELDWG UG
D2)
(SEE DETAIL DWG D2)
PROPOSED FILL AREA
DIFFUSE FLOW STRUCTURE
(SEE DETAIL DWG D4)
BRUSHTOE
(SEE DETAIL DWG D3)
DOUBLE LOG DROP
(SEE DETAIL SHEET D4)
LOG TOE PROTECTION
SEE DETAIL DWG D2
LOG SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL STRUCTURE
(SEE DETAIL DWG D2)
LOG VANE
(SEE DETAIL DWG D3)
LOG J -HOOK
(SEE DETAIL DWG D6)
RIFFLE GRADE CONTROL
(SEE DETAIL DWG D6)
BRUSH BED SILL
(SEE DETAIL DWG D6)
FLOODPLAIN SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL
(PROFILE)
LOG SILL
(PROFILE)
DOUBLE LOG DROP
(PROFILE)
BRUSH BED SILL
(PROFILE)
RIFFLE GRADE CONTROL
(PROFILE)
�D CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(1) 919 782 9672
www wkdickson.com
CENSE NO -71
FULL SCALE: 1"=30
0 30 60
FULL SCALE
HALF SCALE I`zz
0a Uf�_�rGaWZ-
HH3O
==Uz¢yoa�Yg
z�nNw�oNm
IIi
N
N
Wa p
pCEL 0
cy
O w
0M
OFZ N
Z
UO
W UQFZZ�>
0 z
0 zy¢a
Fr F- 00LLoH
ZQOZU Z
W LLJQ Z¢zm�O¢a
PROJ.DATE: �FEB2016
OCMS
O.C. JUN 2016
DRAWING NUMBER:
S15
PROJ. NO.:
2015020500�
z�nNw�oNm
�5��z¢U¢=2zN
NN

PILLS LUUA I LU VVI I HIN WE I LAND ENHANULMEN I - HIUH
AREAS.
2. ALL WETLAND ENHANCEMENT AREAS LOCATED WITHIN
ACTIVE PASTURES ARE TO BE PLANTED WITH WETLAND
VEGETATION. SEE PLANTING PLAN SHEETS P1 AND P2.
;END
J
i
WETLAND ENHANCEMENT -LOW
WETLAND PRESERVATION D
FVD CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919782.0495
(0919. 782.9672
vmv✓.wkdickson.com
NC. IMENSE NO. rPi14
FULL SCALE: V=30
0 30 60
2" =FULL SCALE
HALF SCALE��'cn
PROJ. DATE: FEB 2016
Q.C.: MS
Q.C. DATE: JUN 2016
DRAWING NUMBER:
W1
PROJ. NO.:
2015020500
Iii
o $
O �
� a
a
z
0
U
Z
O
z cc
O
O
�
� r
� O o
O �r
uj Z
� F
W.
U
(�
N
W
� Q
Q
p
S
01:J
0
d
Z
F
�
Q Q
Z
Z N
� U
Luz
z
(7 H
uJ
U
0 :21
f�
�
Z
Q
z
¢
z
U
¢ o
Q�
W
0..
v)0
W CJ
�
Y N
_F
W
U3':
I
¢
¢ a
U
(�
N
W
� Q
Q
p
S
01:J
0
d
Z
F
�
Q Q
Z
Z N
� U
Luz
z
(7 H
uJ
U
0 :21
f�
�
Z
Q
z
¢
z
U
¢ o
Q�
W
0..
v)0
W CJ
�
U N o
z >
0o
U3':
QZN o
� m Z
J
2' W
z Q �
2
F- Z
m
U Z
LuQ
Z
3
W w Iil W
=
¢z-
mo m
O
a
D
¢ate

LEGEND
GENERAL WETLAND NOTES:
WETLAND RESTORATION
1. PLUG/FILL ALL DITCHES AND REMOVE BERMS/SPOIL
PILES LOCATED WITHIN WETLAND ENHANCEMENT -
HIGH AREAS. WETLAND ENHANCEMENT -HIGH
2. ALL WETLAND ENHANCEMENT AREAS LOCATED
WITHIN ACTIVE PASTURES ARE TO BE PLANTED WITH WETLAND ENHANCEMENT- LOW
WETLAND VEGETATION. SEE PLANTING PLAN SHEETS
Pi AND P2.
WETLAND PRESERVATION D
FVD CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919782.0495
(0919. 782.9672
wwW.wkdickson.com
NC.0—SE NO.r Pi14
FULL SCALE: 1"=30
0 30 60
2"= FULL SCALE
y 1" = HALF SCALES
PROJ. DATE: FEB 2016
Q.C.: MS
Q.C. DATE: JUN 2016
DRAWING NUMBER:
W2
PROJ. NO.:
2015020500
cn
wa s
o
F N
O a
a
Z
O
U
Z
O
z cc
O
O
�
� r
� O o
O �r
uj Z
� F
W.
U
(�
N
W
� Q
Q
U
p
S
01:J
�
d
Z
F
�
Q Q
Z
Z N
� U
LUz
z
(7 H
uJ
� _
EU
�
Z
Cw.
Q
z
¢
U
¢ o
Q �
W
O= W w
y
O
v)
W
Y N
_F
W
U3':
I
¢
¢ a
U
(�
N
W
� Q
Q
U
p
S
01:J
�
d
Z
F
�
Q Q
Z
Z N
� U
LUz
z
(7 H
uJ
� _
EU
�
Z
Cw.
Q
z
¢
U
¢ o
Q �
W
O= W w
y
O
v)
W
N o
z >
0o
U3':
Z N o
� m Z
J
�' W
z Q �
�
F- Z
m
U Z
LuQ
Z
3
W wILW
=
z ¢z-
mo m
O
a
D
¢ate

L
LEGEND
EXISTING FENCE—x—x—x—x—x—x—
PROPOSEDFENCE x x
t1�
2
q
7_
GG'Am
PO
J �C
R,
r'
4 \
ti o'14.
� I
869 LF
(OVEN
N Ds �
I e
INSTALL 704 LF
(TOTAL) OF WOVEN
WIRE FENCE. SEE �+
DETAIL DWG D5 4,e
INSTALL 1,421 LF
(TOTAL) OF WOVEN
WIRE FENCE. SEE
DETAIL DWG D5
D
s Z
�� -- z
g��
1
®® r .............
0 9
FVD CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919782.0495
(0919. 782.9672
www.wkdickson.com
NC.0—SE NO.r Pi14
FULL SCALE: 1"=150
0 150 300
2" = FULL SCALE
HALF SCALE��'
zOrnz0c5 Cc
16
cO OrZ
Oo�
ONW
� N
I— N
aO a
uUOO�OS�F=Nj
ti�otiLLNM
LUQa� Zg
O zz
z
0awZ0�W z ,
Ir 0 ¢
0W0
cnlL
W <'10
OU
2 m Z 2
zF- Z0
Z m
ZWzLuom
ate
PROJ.DATE: FEB2016
Q.C: MS
Q.C. JUN 2016
DRAWING NUMBER:
F1
PROJ. NO.:
2015020500wo¢"AW—
r
t
ti�otiLLNM
yw¢m¢
Ll
Iz

PLANTING TABLE
Permanent Riparian Seed Mix
Camman Nam.
Scientific Name
Percent
compoeaion
Virginia Wildrye
Elymus virginicus
25%
Switchgrass
Panic mvirgatum
25%
Lid. Blue Stem
Schizachynum smpanum
10%
Soft Rush
J.— .fi —
10%
Blackeyed susan
Rudbeckia Md.
10%
Deenongue
Oich.nth.h mcI-d.s n—
10%
Wild senna
Senna hebecarpa 1
10%
Live Staking and Live Cuttings Bundle Tree Species
Common Name
Sci.mific Name
Percent
QomPosRion
Silky dogwood
Comus amomu
20%
Silky willow
Salix S.—
20%
Black willow
Salix nig.
40%
Cott.r-.d
Populus deftoldes
20%
E i --
(j)
m
Wetland and Riparian Planting
Camman Nam.
Scientific Name
Percent
C—posalon
River birch
Betula nigra
15%
Willowoak
Querns phsllos
10%
Swamp chestnut oak
OU—Is michauxii
10%
Amedcan sycamore
Platanus ccidenfalis
10%
Black gum
Nyssa sylvatica
15%
Yellow poplar
Lmodendmn tulipifem
15%
Overcup oakQuercus
lytta
10%
Bald cypmss
Taxotlium tllstichum
15%
1
I
I 'A
M
m
I Z
I D
C C
Ip A
rm
I I (7 A
�Z
n
ti
A
I
I
7 _
EIF':
6 I
PLANTING LEGEND
RIPARIAN PLANTING
(TOTAL AREA: 26.4 AC)
<e
PLANTING NOTES
ALL PLANTING AREAS
1. EROSION CONTROL MEASURES SHALL BE PROPERLY MAINTAINED UNTIL PERMANENT VEGETATION IS
ESTABLISHED. THE CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT THE END OF EACH
WORKING DAV TO ENSURE MEASURES ARE FUNCTIONING PROPERLY.
2. DISTURBED AREAS NOT AT FINAL GRADE SHALL BE TEMPORARILY VEGETATED WITHIN 10 WORKING DAYS.
UPON COMPLETION OF FINAL GRADING, PERMANENT VEGETATION SHALL BE ESTABLISHED FOR ALL
DISTURBED AREAS WITHIN 10 WORKING DAYS. SEEDING SHALL BE IN ACCORDANCE WITH EROSION CONTROL
PLAN.
3. ALL DISTURBED AREAS SHALL BE PREPARED PRIOR TO PLANTING BY DISC OR SPRING -TOOTH CHISEL PLOW TO
MINIMUM DEPTH OF 12 INCHES. MULTIPLE PASSES SHALL BE MADE ACROSS PLANTING AREAS WITH THE
IMPLEMENT AND THE FINAL PASS SHALL FOLLOW TOPOGRAPHIC CONTOURS.
4. BARE ROOT PLANTINGS SHALL BE PLANTED ACCORDING TO DETAIL SHOWN ON SHEET D2. LIVE STAKES SHALL
BE PLANTED ACCORDING TO DETAIL SHOWN ON SHEET D2.
5. TREATMENT/REMOVAL OF INVASIVE SPECIES, PINES AND SWEET GUMS LESS THAN 6- DBH SHALL BE
PERFORMED THROUGHOUT THE PLANTED AREA.
5. SPECIES SHALL BE DISTRIBUTED SUCH THAT 3 TO.6 PLANTS OF THE SAME SPECIES ARE GROUPED TOGETHER,
6. BARE ROOT PLANTING DENSITY IS APPROXIMATELY 680 STEMS PER ACRE
7. LIVE STAKES ARE PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS AND ALONG BOTH BANKS OF
STRAIGHT REACHES ADJACENT TO POOLS.
8. TEMPORARY SEED MIX SHALL BE APPLIED AT A RATE OF 150 LBS/ACRE TO ALL DISTURBED AREAS WITH
SLOPES EQUAL TO OR STEEPER THAN 3:1.
9. PERMANENT RIPARIAN SEED MIX SHALL BEAPPLIED TO ALL DISTURBED AREAS WITHIN THE CONSERVATION
EASEMENT AT A RATE OF 15 LBS/ACRE.
10. PERMANENT HERB SEED MIX SHALL BE APPLIED TO ALL DISTURBED AREAS WITHIN THE CONSERVATION
EASEMENT BREAKS AT A RATE OF 15 LBS/ACRE.
FVD CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NC. U—SE N0. F mi4
FULL SCALE: 1"=100
0 100 200
2" = FULL SCALE
=HALF SCALE I'EL
PROJ. DATE: FEB 2016
Q.C.: MS
Q.C. DATE: JUN 2016
DRAWING NUMBER:
P1
PROJ. NO.:
2015020500
H �
� N
� a
a
Z
O
U
H
Z
O
z �
0
� o
¢
F-
0
U
U
N
�
Q Q
O
S
01:J
0
a-
0
�
Zg
O
U
Q
�
z
z z
0_
cs
�LU 0
a
w�
� Z
Z
¢ o
Q �
�
w
o w %
¢' S
�
a rri
o �
o z
W O
a
o
Y N
oQQ,
W
E i --
(j)
m
U
U
N
�
Q Q
O
S
01:J
0
a-
0
�
Zg
O
U
Q
�
z
z z
0_
cs
�LU 0
a
w�
� Z
Z
¢ o
Q �
�
►=
o w %
¢' S
�
g
W O
a
U z
E i --
(j)
m
O LL t
� Z
z Q �
J
H
= N 2
I- Z
m
�U Z
Q
Z
3
W 'U" W W
=
z ¢z-
DO m
O
a
�
¢ate

PLANTING NOTES
ALL PLANTING AREAS
1. EROSION CONTROL MEASURES SHALL BE PROPERLY MAINTAINED UNTIL PERMANENT VEGETATION IS
ESTABLISHED. THE CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT THE END OF EACH
WORKING DAY TO ENSURE MEASURES ARE FUNCTIONING PROPERLY.
2. DISTURBED AREAS NOT AT FINAL GRADE SHALL BE TEMPORARILY VEGETATED WITHIN 10 WORKING DAYS.
UPON COMPLETION OF FINAL GRADING, PERMANENT VEGETATION SHALL BE ESTABLISHED FOR ALL
DISTURBED AREAS WITHIN 10 WORKING DAYS. SEEDING SHALL BE IN ACCORDANCE WITH EROSION CONTROL
PLAN.
3. ALL DISTURBED AREAS SHALL BE PREPARED PRIOR TO PLANTING BY DISC OR SPRING -TOOTH CHISEL PLOW TO
MINIMUM DEPTH OF 12 INCHES. MULTIPLE PASSES SHALL BE MADE ACROSS PLANTING AREAS WITH THE
IMPLEMENT AND THE FINAL PASS SHALL FOLLOW TOPOGRAPHIC CONTOURS.
4. BARE ROOT PLANTINGS SHALL BE PLANTED ACCORDING TO DETAIL SHOWN ON SHEET D2. LIVE STAKES SHALL
BE PLANTED ACCORDING TO DETAIL SHOWN ON SHEET D2.
5. TREATMENT/REMOVAL OF INVASIVE SPECIES, PINES AND SWEET GUMS LESS THAN 6" DBH SHALL BE
PERFORMED THROUGHOUT THE PLANTED AREA.
5. SPECIES SHALL BE DISTRIBUTED SUCH THAT 3 TO 6 PLANTS OF THE SAME SPECIES ARE GROUPED TOGETHER.
6. BARE ROOT PLAWING DENSITY IS APPROXIMATELY 680 STEMS PER ACRE
7. LIVE STAKES ARE PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS AND ALONG BOTH BANKS OF
STRAIGHT REACHES ADJACENT TO POOLS.
8. TEMPORARY SEED MIX SHALL BE APPLIED AT A RATE OF 150 LBS/ACRE TO ALL DISTURBED AREAS WITH
SLOPES EQUAL TO OR STEEPER THAN 3:1.
9. PERMANENT RIPARIAN SEED MIX SHALL BE APPLIED TO ALL DISTURBED AREAS WITHIN THE CONSERVATION
EASEMENT AT A RATE OF 15 LBS/ACRE.
10. PERMANENT HERB SEED MIX SHALL BE APPLIED TO ALL DISTURBED AREAS WITHIN THE CONSERVATION
EASEMENT BREAKS AT A RATE OF 15 LBS/ACRE.
PLANTING LEGEND
RIPARIAN PLANTING
(TOTAL AREA: 26.4 AC)
CREEK
PLANTING TABLE
Wetland and Riparian Planting
Common Name
Selentific Name
Percent
ComposRion
River birch
Betula nigra
Permanent Riparian Seed Mix
ICommon
Querns phellos
10%
Percent
Il
10%
American sycamore
Name Scientific Name ComposRion
10%
J
Nyssa syf alica
Virglnla Wild" Elymw virginicus 25%
Switchgrass Panicum vi/gatum 25%
LJdodendron tukp&.
q
Overtop oak
Little Blue Stem Schizachynum scopanum 10%
10%
Bad cypress
Taxod dtllstichum
Soft Rush Juncos ef/usus 10%
Blackeyed Susan Rutlbeckia hila 10%
f1, pj
Daertongue Dichanthelium clandesbhum10%
Mid senna Senna hebecarpe 10%
- 4fry
Live Staking and Live Cuttings Bundle Tree Species
z
'lH/jq'
i
Common Name Scientific Name CPercent n
y
Silkyd gwood Cornus 20%
amnmu
��
Silky willow Salix sericeam 20%
Black willow Salix nigra 40%
/
Cottonwood PopalaS deltoides 20%
Wetland and Riparian Planting
Common Name
Selentific Name
Percent
ComposRion
River birch
Betula nigra
15%
Willow oak
Querns phellos
10%
Swamp chestnut oak
Quero michauxii
10%
American sycamore
P/atanu occidentalis
10%
Black gum
Nyssa syf alica
15%
Veliow poplar
LJdodendron tukp&.
15%
Overtop oak
Querous lyrata
10%
Bad cypress
Taxod dtllstichum
1 15%
FVD CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(V) 919782.0495
(0919. 782.9672
www.wkdickson.com
Nc.DOENSENO. Fl—
FULL SCALE: 1"=100
0 100 200
2" = FULL SCALE
y 1" = HALF SCALE I'
LEI
z0ZO
O cc
Oro
Oo
¢¢a
� N
F N
aO a
gN�orLLNM
nO�WQQ
0 16
pW0
01:0z� zzz
QZ2=
0ZZw
11.Ir z
-ow
Z
0 U�ZF_FO
�wa
Z Zzy
O
2mZ 2
zt- Z0
ZZzLUWOm
ate¢
PROJ.DATE: FEB2016
QC.: MS
Q.C. DATE: JUN 2016
DRAWING NUMBER:
P2
PROJ. NO.:
2015020500%pAmWr
t
gN�orLLNM
nO�WQQ
l
yw¢D
Wz

CREEK
o
i
I Gr_Gnln
RIPARIAN PLANTING
PROPOSED VEGETATION PLOT VP
(AREA: 0.02 AC)
PROPOSED MONITORING
CROSS-SECTION
PROPOSED STAGE RECORDER
d
FVD CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919782.0495
(0919. 782.9672
wwW.wkdickson.com
NC.0-SE NO.r Pi14
FULL SCALE: V=200
0 200 400
2" = FULL SCALE
HALF SCALES
PROJ. DATE: FEB 2016
Q.C.: MS
Q.C. DATE: JUN 2016
DRAWING NUMBER:
M1
PROJ. NO.:
2015020500
cn
wo $
O �
� a
a
z
0
U
Z
O
z cc
O
O
�
� r
� O o
O �r
uj Z
� F
W.
I
vp
U
(�
N
W
� Q
Q
p
S
01:J
0
z N
� U
Z
z z
�
Z
Z
v ¢
o
Q �
W
x
0
ow
' w
�
¢
H 0
Z
N o
vJ0
W (J
O
2
Y N
_F
W
I
¢
¢ a
Q 3 z ¢zm
S
00
a � O ¢ate
U
(�
N
W
� Q
Q
p
S
01:J
0
z N
� U
Z
z z
�
Z
Z
v ¢
o
Q �
W
x
0
ow
' w
�
¢
H 0
Z
N o
vJ0
W (J
O
2
�N o
¢ zO
o O
z ¢
�~
m
oLL �
i Z
z
�
xN
F- Z 0
CO
Ji I m
Lu Z
Z
w w iii w

WREN ANO WHERE TO USE IT
SILT FENCE IS APPLICABLE IN AREAS: 1.25 LB./LINEAR FT. STEEL POSTS
FLOW
U
WHERE THE MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE FENCE IS 100 -FEET.
WHERE THE MAXIMUM SLOPE STEEPNESS (NORMAL [PERPENDICULAR] TO FENCE LINE) IS 2H:iV. EXTRA STRENGTH THAN B•
THAT DO NOT RECEIVE CONCENTRATED FLOWS GREATER AN 0.5 CFS. FILTER FABRIC M
B MIDDLE LAYER
I BOTTOM LAYER
L
TOPLAYER
U.1
EARTH SURFACE
DO NOT PLACE SILT FENCE ACROSS CHANNELS OR USE IT AS A VELOCITY CONTROL BMP. ST
s
CONSTRUCTION SPECIFICATIONS: '9NOA/j0
A
V iOggR
1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, C
2
WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS
HEAVY DUTY PLASTIC TIE
g
TRENCH NEDEEPO SURFACE
PLACED ON EARTH SURFACE
IN ASTM D 6461. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND
FOR STEEL POSTS
PLAN VIEW ENDS OF BAGS IN ADJACENT
STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT
A TEMPERATURE RANGE OF 0' TO 120' F. BACKFILL TRENCH WITH
COMPACTED EARTH
ROWS BUTTEDTOGETHER
SEE NOTE TOGETHER
Z Z
2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 FT STEEL WITH A MINIMUM ' .� ` `` `` `
SEE NOTE
¢
HAVE
LENGTH OF 5 FEET. MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO FACILITATE \'
\ ��
/
LOWEST POINT GROUND
SECTION B -B
FASTENING THE FABRIC. J�O� \
(L
//
/ LEVEL
/
Z
CONSTRUCTION: �� ��
-
`^ /✓
O
Y N
1. CONSTRUCT THE SEDIMENT BARRIER OF EXTRA STRENGTH SYNTHETIC FILTER FABRICS. BURY FABRIC
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE THE USE EITHER FLAT -BOTTOM
- - - -- - -- - --
10
GROUND SURFACE (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE OR V -BOTTOM TRENCH
EARTH SURFACE
FAILURE OF THE STRUCTURE.) SHOWN BELOW
SECTION A -A
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER SILT FENCE INSTALLATION
g Z
H
TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT
A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.
NOTE: END OF DIKE AT GROUND LEVEL TO BE
AT GROUNDL VELOF
NOTE: ENDO DIKETHE
1. EXCAVATION SHALL BE PERFORMED ONLY IN DRY AND/OR
4. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE MESH
HIGHER ST OW
ISOLATED SECTIONS OF CHANNEL.
SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. HIRE OR PLASTIC
SUFFICIENT SANDBAGS ARE TO BE
CHECK. SUSU
O
ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
PLACE. PREVENT SCOURING.
2. IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE WORK AREAS
5. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE PROPOSED FILTER FABRIC FILTER FABRIC
FROM STREAM FLOW.
LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
6. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH. COMPACTED N COMPACTED a
SANDBAG BARRIERS SHALL BE CONSTRUCTED OF THREE LAYERS OF
3. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN
7. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT. THOROUGH EARTH O EARTH p
COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE. �
SANDBAGS. THE BOTTOM LAVER SHALL CONSIST OF 3 ROWS OF BAGS, THE
MIDDLE LAVER SHALL CONSIST OF2ROWS OF BAGS AND THE TOP LAVER SHALL
BE STABILIZED IN ONE WORKING DAY. A MAXIMUM OF 200 FEET
MAY BE DISTURBED AT ANY ONE TIME.
8. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES. RUNOFF RUNOFF
CONSIST OF 1 ROW OF BAGS. THE RECOMMENDED DIMENSION OF A FILLED
SANDBAG SHALL BE APPROXIMATELY 0.5 FTX 0.5 FT%1.5 FT.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING
PUMP SIZE SUFFICIENT TO PUMP BASE FLOW.
m
MAINTENANCE: ( III C III
IIJ,
5. DIKE MUST BE CONSTRUCTED OF NON -ERODIBLE MATERIALS
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED Y y
REPAIRS IMMEDIATELY.
SANDBAG IMPERVIOUS DIKE
SUCH AS SANDBAGS.
III
NTS
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, - > .
FILTER
REPLACE IT PROMPTLY.
FABRIC 4" FILTER FABRIC
1. INSTALL STIWNG BASIN AND STABILIZED OUTFALL USING CLASS
A RIP RAPTHE DOWNSTREAM END OF THE DESIGNATED
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT
PROJECT WORKINGAREA.
RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE V -SHAPED TRENCH DETAIL
DURING CLEANOUT. FLAT -BOTTOM TRENCH DETAIL
2. THE CONTRACTOR SHALL INSTALL THE PUMP AROUND PUMP AND
THE TEMPORARY PIPING THAT WILL CONVEY THE BASE FLOW
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE
FROM UPSTREAM OF THE WORK AREA TO THE STABILIZED
AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
OUTFALL.
3. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING
TEMPORARY SILT FENCE�\STFO
(LOpO COARSE AGGREGATE-
OPERATIONS FOR STREAM DIVERSION.
NTS
STONE SIZE 2"-3"
'
4. INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND DEWATERING
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 ALSO BE PUMPED TO AN OUTFALL STABILIZED WITH CLASS
A RIP RAP.
2"Xi" OR 2"X2"
WOODEN STAKE MINIMUM 9" EROSION
5. THE CONTRACTOR SHALL EXCAVATE ANY ACCUMULATED SILT
AND DEWATER BEFORE REMOVAL OF THE IMPERVIOUS DIKE.
EXISTING CONTROL STRAW WATTLE NOTE L
GRADE 111��� OR COIR WATTLE/LOG EROSION CONTROL WATTLES OR COIR LOGS/WATTLES MAY BE USED IN
WHEN DEWATERING AREA, ALL DIRTY WATER MUST BE PUMPED
THROUGH A SILT BAG. REMOVE IMPERVIOUS DIKES, PUMPS, AND
PLACE OF SILT FENCE.
o
TEMPORARY FLEXIBLE HOSE/PIPING STARTING WITH THE
SLOPESO•
M/M\�S
DOWNSTREAM DIKE FIRST.
\
/\\\\\\�)\�T\\�\\`\` \�\,\
]
6. ONCE THE WORKING AREA IS COMPLETED, REMOVE ALL RIP RAP
AND IMPERVIOUS DIKES AND STABILIZE DISTURBED AREAS WITH
%�//vim//jvjv//v//�//��j�j�//EROSION CONTROL WATTLE��
Q
SEED AND MULCH.
NTS
INSTALL WATTLE IN 3"
7. ALL WORK IN CHANNEL MUST BE COMPLETED BEFORE REMOVING
IMPERVIOUS DIKE.
TO 5" TRENCH
PURPOSE:
STABILIZED CONSTRUCTION ENTRANCES SHOULD BE USED AT ALL POINTS WHERE TRAFFIC WILL BE
LEAVING A CONSTRUCTION SITE AND MOVING DIRECTLY ONTO A PUBLIC ROAD.
INSTALLATION NOTES: KEY -IN MATTING PER
CONSTRUCTION SPECIFICATIONS:
20' FIG. 1 OR FIG. 2
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE
FLOW
SITE PREPARATION MIN.,
MATERIAL AND PROPERLY GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE DETAIL, AND
GRADE AND COMPACT AREA.
SMOOTH IT.
INTAKE HOSE
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
CLASS
REMOVE ALL ROCKS, CLODS, VEGETATION, AND OBSTRUCTIONS SO THAT MATTING WILL HAVE
DIRECT CONTACT WITH THE SOIL. ,��
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS
SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
STONE
PUMP AROUND
PREPARE SEEDBED BY LOOSENING 3 TO INCHES OF TOPSOIL ABOVE FINAL GRADE. KEY -IN AND/OR
PUMP
STAKE MATTING
TEST SOILS FORA ES AND SUBMIT SOIL RESULTS THE JUST ABOVE
MAINTENANCE:
WORK
IZERSTEST
ANY TREATMENENT T
IF
ENGINEER. APPLY AVIV TREATMENT SUCH AS LIME OR FERTILIZERS TO THE SOIL IF NEEDED. CHANNEL TOE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
DE -WATERING AREA
SEEDING
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2 -INCH STONE. AFTER EACH
RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
PUMP
SEE SHEETS P1 AND P2 FOR SEEDING REQUIREMENTS.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC
ROADWAYS, OR AIRFIELD PAVEMENTS.
IMPERVIOUS
APPLY SEED TO SOIL BEFORE PLACING MATTING.
DIKE
INSTALLATION - STREAM BANK TRENCH APPROX. TRENCH APPROX. SOIL PILE
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
IMPERVIOUS DIKE
IL4�m 8" WIDE X 8" DEEP 8" WIDE z 8" DEEP FROM TRENCH
SO:TRENCH
NTS
SEE GRADING NOTES ON PLAN AND PROFILE SHEETS AND DETAIL SHEETS FOR INFORMATION FROM
REGARDING WHAT AREAS ARE TO RECEIVE COIR MATTING.FLOWOVERLAP
FLOW
ADJACENT MATS IN DIRECTION PARALLEL
FLOW AND ANCHOR EVERT 12°18"( )
DISCHARGE HOSE
E E
/ /////'/\\ � . \�\
MATOSS THE OVERLAP.THE UPSTREAM MAT SHOULD BE PLACED OVER THE DOWNSTREAM FI L=W
GENERAL NOTES: LTSCLASS
/
'\/\\\\/%\\/(�
CONSTRUCT DAM ACCORDING TO NCDENR EROSION VEDGES
B # 5 WASHEDNOTE:
TONEA1.
SHOULD BE SHINGLED AWAY FROM THE FLOW OF WATER. //\//\\/�\/
\�\
CONTROL MANUAL.
HOSE SHOULD BE
/ \�j j\ �\�//
2. ROCK DAM RIPRAP SHALL BE 50/50 MIX OF CLASS I AND
KEPT OUTSIDE OF WORK
LAV MAT LOOSE TO ALLOW CONTACT WITH SOIL DO NOT STRETCH TIGHT.
\./SILT
.,�\1 ROW OF STAPLES
A A
3. PLACE ROCK DAM AS SHOWN ON PLANS. EXTEND CLASS
BAGAREA
LOCATION
ANCHOR MAT U91N0 BIODEGRADABLE STAKES OR PINB.
/� ✓ 1 ROW OF STAPLES /'�\ OR STAKES, MIN. OF
B RIP RAP ROCK APRON 5 FEET DOWNSTREAM FROM TOE
OF ROCK DAM.
CUT B". 8" TRENCH ALONG TOP OF BANK FOR MAT TERMINATION AS SHOWN IN FIGURES I&2. l\\S OR STAKES, MIN. OF 24" O.0
EMEND MAT 2 TO 3 FEET PAST TOP OF BANK.///` 24" O.0
STEP 1
PLACE ADJACENT ROLLS IN THE ANCHOR TRENCH WITH A MINIMUM OF 4" OVERLAP. SECURE
STABILIZED OUTFALL FILTER FABRIC
CLASS A STONE
WITH BIODEGRADABLE STAKES OR PINES, BACKFILL ANCHOR TRENCH, AND COMPACT SOIL. STEP 1
1.5' THICK II
STAPLE AT 12" INTERVALS ALONG OVERLAP. 1 ROW OF STAPLES 1 ROW OF STAPLES
OR STAKES, MIN. OF OR STAKES, MIN. OF
STREAM BANK MATTING TO BE INSTALLED FROM TO OF BANK TO A MINIMUM OF 2.0' PAST FLOW 18" O.0 12" O.0
5'-0" MIN. CLASS B B. -I
ROCK APRON
PLAN
DISCHARGE
EXISTING HOSE
TOP OF BANK. SEE FIGURE 3 FOR TERMINATION AT TOP OF BANK.
J� \�
IFMORE THAN ROLL IS REQUIRED TO COVER THE CHANNEL FROM THE TOP OF BANK DOWN TO �/ //�/�f�W
\ \ \\�\
THE TOE, THEN OVERLAP MATTING BY A MINIMUM OF 1'. //\\�/\\�i\\�/j\�/��//\ �/, ��� \\�\�VCUSSI
SOIL FILLED \ \ \
SPILLWAY 2:1
W (SPILLWAY)
CREST _ 1- MIN OF # 5
3:1 WASHED STONE MIN 2/3 STREAM WIDTH
AND
II RIP RAP aFLOWASTONE
GROUND
STABILIZED 16* TO 20'
OUTFALL CLASS
FROM SOIL PILE,VVCOMPACT
T�l
WITH FOOT/// OIL FILLED
1CLASSCBEROSION
CONTROL MATTING MUST MEET OR EXCEED THEROM SOIL PILE,
�\COMPACT WITH FOOT
ROCK APRONM
2FOLLOWING
REQUIREMENTS: \`:`
--� LOWEST BANK
• 100%COCONUT FIBER (COIR) TWINE WOVEN INTO
_ LEVEL (MIN)
CLASS I AND
FILTER FABRIC
HIGH STRENGTH MATRIX. STEP 2
CUTOFF II RIP RAP FILTER
FILTER
8" OF CLASS A
• THICKNESS- 0.351N. MINIMUM.
TRENCH SECTION A -A
FABRIC FABRIC
STONE
FIGURE 1 FIGURE 2
SECTION B -B
• FLOW VELOCITY -OBSERVED 16 FT/SEC
• WEIGHT --38%
CHANNEL
CHANNEL
SILT BAG PROFILE
• OPEN AREAA-38%
COIR MATTING
PUMP AROUND & DEWATERING DETAIL
NTS
TEMPORARY ROCK CHECK DAM
NTS
NTS
FVD CKSON
community Infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v)919.782.0495
(t) 919.782.9672
www.wkdickson.com
NC. UCENSE No -14
PROJ. DATE: �JULY2016
CC.:MS
Q.C. DATE: JUN 2016
DRAWING NUMBER:
D1
PROJ. NO.:
2015020500
111
a s
O c
a
Z
O
U
H
z
0
z
cc
� O
¢
F-
0 � O
I o ¢ ?
O (EL
CC 0
jr
9
U
U
N
U.1
p
o a
s
d
2
Q Q
Z Z
�
J
¢
�
w
�
uj
Z
�
O
Y N
oQQf _
W
� �
wU
U
U
N
U.1
p
o a
s
d
2
Q Q
Z Z
�
J
¢
�
w
�
W
O w w
y
�
O
Q
� �
wU
10
0 �
<'
8W
¢ C0
m
e�2
g Z
H
= ry �
Z a Q
7
W Z
Z
W W W W
O
Z ¢Z -
O
a
¢ate

NOTES:
1. LOGS SHOULD BEAT LEAST 10 INCHES IN DIAMETER, 5-8 FEET LONG, RELATIVELY STRAIGHT, AND
HARDWOOD.
2. CABLE ANCHORS SHOULD BE PLACED V TO Y FROM EACH END OF LOG. REBAR (5/8" MINIMUM DIAMETER
3' MIN. LENGTH TYPICAL) MAY BE USED AS A SUBSTITUTION FOR CABLE ANCHORS PER DIRECTION OF
ENGINEER.
3. IF REBAR IS USED, PRE -DRILL HOLES WITH 518" DRILL BIT.
BANKFULL ELEVATION
III TO 113 OF LOG
DIAMETER CAN BE EXPOSED
PRIOR TO FINAL GRADING
-PROPOSED BED
NTS
BANKFULL ELEVATION
1.5' MINIMUM
(1T LIFTS) 1
OSED
NG
BED
LOG DIAMETER
NNEL INVERT
NOES;
1. INSTALL STAKES ON S CENTERS ON EACH SIDE OF ROLL. TOP OF STAKE
SHOULD NOT EXTEND ABOVE ROLL.
2. EXCAVATE A SMALL TRENCH (DEPTH APPROX} TO j OF LOG DIAM)FOR
PLACEMENT OF ROLL.
3. COIR LOGS SHALL BE 10 FT LONG AND HAVE A DIAMETER OF 121N.
COIR LOG (TOE PROTECTION)
NTS
NEW CHANNEL TO BE 03�
CONSTRUCTED
OLD CHANNEL TO r�CHANNELPLUG
BE DIVERTED OR
ABANDONED
PLAN VIEW
30'
IMPERVIOUS SELECT MATERIALS TYPICAL SECTION
(PER DIRECTION OF ENGINEER)
CHANNELPLUG
NTS
BANKFULL ELEVATION
-NEW CHANNEL BANK SHALL
BE TREATED AS SPECIFIED
IN PLANS
CHANNEL INVERT
LOG TOE OR COIR LOG
CHANNEL
BOTTOM OF BANK
B
FLOW
I
I I
A I
CHANNEL TOP .dam
OF BANK 5.0'
A MIN
I I
I I
TYPICAL PLAN VIEW
NOTES:
1. LOGS SHOULD BE RELATIVELY STRAIGHT HARDWOOD AND
RECENTLY HARVESTED.
2. LOG DIMENSIONS:
MIN DIAM. = 10", MIN LENGTH = 15'
3, NAIL FILTER FABRIC USING 3" 10D GALVANIZED COMMON NAIL
EVERY 1.6 ALONG THE LOG
4. DUCKBILL ANCHORS MAY BE USED IN PLACE OF REBAR.
PLANTED COIR -
FIBER ROLL
NORMAL WATER
LEVEL
f
DENSE COIR MATTING JI
(ROLANKA BIODI 90 OR
EQUIVALENT)
WOOD STAKE
SECTION VIEW
PROPOSED
STREAM BED
MIN I
COARSE AGGREGATE -� 4
BACKFILL (1"TO 4")
B
NON -WOVEN GEOTEXTILE
FABRIC (NCDOTTYPE II) TACK FABRIC
TO LOG
SECTION A -A
PROPOSED
STREAM BANK
HEADER LOG - -
FOOTERLOG
- REBAR OR DUCKBILL
ANCHOR
0.75" TO T
PLANTER, FIRMING FORWARD
SOIL AT BOTTOM, FIRMING SOIL
\��..
MINIMUM OFOF LOG
THOROUGHLY.
DIAMETER BEDDED BELOW
D 1.25'
EXISTING CHANNEL INVERT
10" MINIMUM LOG
NOTES:
DIAMETER (TYP.)
BARE ROOTS SHALL BE PLANTED 6
FT. TO 10 FT. ON CENTER, RANDOM
INSTALL CABLE ANCHOR AS SHOWN. DRILL (OR SAW
0.5' TO 1.5'
CUTI PILOT HOLE THROUGH LOG Ay TO Y OF THE WAY
DOWN SO THAT ANCHOR CABLE IS NOT EXPOSED.
LOG TOE PROTECTION
NTS
BANKFULL ELEVATION
1.5' MINIMUM
(1T LIFTS) 1
OSED
NG
BED
LOG DIAMETER
NNEL INVERT
NOES;
1. INSTALL STAKES ON S CENTERS ON EACH SIDE OF ROLL. TOP OF STAKE
SHOULD NOT EXTEND ABOVE ROLL.
2. EXCAVATE A SMALL TRENCH (DEPTH APPROX} TO j OF LOG DIAM)FOR
PLACEMENT OF ROLL.
3. COIR LOGS SHALL BE 10 FT LONG AND HAVE A DIAMETER OF 121N.
COIR LOG (TOE PROTECTION)
NTS
NEW CHANNEL TO BE 03�
CONSTRUCTED
OLD CHANNEL TO r�CHANNELPLUG
BE DIVERTED OR
ABANDONED
PLAN VIEW
30'
IMPERVIOUS SELECT MATERIALS TYPICAL SECTION
(PER DIRECTION OF ENGINEER)
CHANNELPLUG
NTS
BANKFULL ELEVATION
-NEW CHANNEL BANK SHALL
BE TREATED AS SPECIFIED
IN PLANS
CHANNEL INVERT
LOG TOE OR COIR LOG
CHANNEL
BOTTOM OF BANK
B
FLOW
I
I I
A I
CHANNEL TOP .dam
OF BANK 5.0'
A MIN
I I
I I
TYPICAL PLAN VIEW
NOTES:
1. LOGS SHOULD BE RELATIVELY STRAIGHT HARDWOOD AND
RECENTLY HARVESTED.
2. LOG DIMENSIONS:
MIN DIAM. = 10", MIN LENGTH = 15'
3, NAIL FILTER FABRIC USING 3" 10D GALVANIZED COMMON NAIL
EVERY 1.6 ALONG THE LOG
4. DUCKBILL ANCHORS MAY BE USED IN PLACE OF REBAR.
PLANTED COIR -
FIBER ROLL
NORMAL WATER
LEVEL
f
DENSE COIR MATTING JI
(ROLANKA BIODI 90 OR
EQUIVALENT)
WOOD STAKE
SECTION VIEW
PROPOSED
STREAM BED
MIN I
COARSE AGGREGATE -� 4
BACKFILL (1"TO 4")
B
NON -WOVEN GEOTEXTILE
FABRIC (NCDOTTYPE II) TACK FABRIC
TO LOG
SECTION A -A
PROPOSED
STREAM BANK
HEADER LOG - -
FOOTERLOG
- REBAR OR DUCKBILL
ANCHOR
0.75" TO T
PLANTER, FIRMING FORWARD
SOIL AT BOTTOM, FIRMING SOIL
MATTING
j
THOROUGHLY.
FLAT TOP END
D 1.25'
PLANTING NOTES: @I�
NOTES:
MIN 3.0'
BARE ROOTS SHALL BE PLANTED 6
FT. TO 10 FT. ON CENTER, RANDOM
DURING PLANTING, SEEDLINGS
SHALL BE KEPT IN A MOIST CANVAS
0.5' TO 1.5'
BAG OR SIMILAR CONTAINER TO
CENTER, APPROXIMATELY 680
LATERAL ~
2.0' TO 3.0'
DRYING.
DETAIL
_
�(� � __
BUD
PLANTING BAR SHALL HAVE A
PLAN VIEW
LIVE STAKES SHOULD BE LONG ENOUGH
11
`✓/T'
LONG, 41NCHES WIDE AND 1 INCH
2-4 FT INTO BANK
1. DESIGNER TO MARK LOCATIONS AND DIMENSIONS OF
TO REACH BELOW THE GROUNDWATER
TABLE. (GENERALLY, A LENGTH OF 2 TO
ROOT PRUNING
SILLS IN THE FIELD PRIOR TO CONSTRUCTION.
ALL SEEDLINGS SHALL BE ROOT
3 FEELS SUFFICIENT.) ADDITIONALLY.
INCHES BELOW THE ROOT COLLAR.
TOP OF STAKE SHOULD NOT EXTEND ABOVE ROLL.
THESTAKES SHOULD HAVE A DIAMETER
3'. EXCAVATE A SMALL TRENCH(APPROX tin DEEP) FOR
PLACEMENT OF ROLL.
IN THE RANGE OF 0.75 TO 2 INCHES.
"
SIDE BRANCH
NTS
_
REMOVED AT SLIGHT
ANGLE
MIN 18'
COARSE AGGREGATE
WATER TABLE
IV TO 4")
SECTION B -B
REBAR (5/8' MIN. DIAMETER, 4' MIN.
LENGTH) OR DUCKBILL ANCHORS
INSTALLED PER MANUFACTURERS
LOG GRADE CONTROL INSTRUCTIONS(TYP.)
NTS
BACKFILL AREA BETWEEN BANK AND COIR FIBER
ROLL (APPLY PERMANENT SEED MIX 8 COIR MATING)
EXISTING
BANK
PLANTED COIR FLOW
FIBER ROLL
PLANTER, FIRMING FORWARD
SOIL AT BOTTOM, FIRMING SOIL
WOOD
j
THOROUGHLY.
STAKES
D 1.25'
PLANTING NOTES: @I�
NOTES:
PLANTING BAG
BARE ROOTS SHALL BE PLANTED 6
FT. TO 10 FT. ON CENTER, RANDOM
DURING PLANTING, SEEDLINGS
SHALL BE KEPT IN A MOIST CANVAS
SPACING, AVERAGING 8 FT. ON
BAG OR SIMILAR CONTAINER TO
CENTER, APPROXIMATELY 680
PREVENT THE ROOT SYSTEMS FROM
2.0' TO 3.0'
DRYING.
KBC PLANTING BAR
KEY IN UPSTREAM
PLANTING BAR SHALL HAVE A
PLAN VIEW
END OFROLLAPPROX
NOTES,
LONG, 41NCHES WIDE AND 1 INCH
2-4 FT INTO BANK
1. DESIGNER TO MARK LOCATIONS AND DIMENSIONS OF
ROOT PRUNING
SILLS IN THE FIELD PRIOR TO CONSTRUCTION.
ALL SEEDLINGS SHALL BE ROOT
2. INSTALL STAKES ON X CENTERS ON EACH SIDE OF ROLL.
INCHES BELOW THE ROOT COLLAR.
TOP OF STAKE SHOULD NOT EXTEND ABOVE ROLL.
3'. EXCAVATE A SMALL TRENCH(APPROX tin DEEP) FOR
PLACEMENT OF ROLL.
VEGETATED SILL DEFLECTOR
NTS
_
BACKFILL
(12" TO 18" LIFTS)
NOTES:
1. FILL EXISTING CHANNEL TO BANKFULL ELEVATION WHEN POSSIBLE.
2. CHANNEL MUST BE FILLED IN 12" TO 18" LIFTS,
3. IF CHANNEL CANNOT BE COMPLETELY FILLED TO TOP OF BANK, FILL
TO TOP OF BANK FOR 25' OUT OF EVERY 100' SEGMENT.
CHANNEL BACKFILL
NTS
45 DEGREE
TAPERED BUTT END
SECTION VIEW
LIVE STAKES SHALL BE
SPACED 3 FEET APART,
ALTERNATE SPACING.
NOTE:
1, ACCEPTABLE SPECIES INCLUDE BLACK WILLOW (SALIX NIGRA), SILKY WILLOW
(SALIX SERICEA) AND SILKY DOGWOOD (CORNUS AMMOMUM).
2. LIVE STAKES SHALL BE PLANTED IN AN AREA EXTENDING 3 FEET OUT FROM
TOP OF BANK TO JUST BELOW BANKFULL.
LIVE STAKE
NTS
METHODDIBBLE PLANTING
USING THE KBC PLANTING BAR
,� -sn
'� I
I II n' 11-111 '. Ilbll- SII -II n I n= � n n nl
I n %I,N= Ian=,hi=i nnal�=n�%=n it R,hi n 5��n I �nl
1. INSERT 2. REMOVE 3. INSERT
PLANTING BAR AS PLANTING BAR PLANTING BAR 2
SHOWN AND PULL AND PLACE INCHES TOWARD
HANDLETOWARD SEEDING ATPLANTER FROM
PLANTER. CORRECT DEPTH. SEEDING.
I II '�11=1L,11 I. II II 11 II I II 11111 I
nu n nano nn.I�ILUI
11 IL 1L II JI n ll
v.
II 1 JI I
I 11 II I� 11- n II II II II LL':;II LL I
II JY IICII II Ik^II 11 II II[ II�� II II II I II -ISI
IL IL L JI IIS II II 1 J II LL I I ]I I
.R
4. PULL HANDLE OF 5. PUSH
BARTOWARD HANDLE
6. LEAVE
COMPACTION
PLANTER, FIRMING FORWARD
SOIL AT BOTTOM, FIRMING SOIL
HOLE OPEN.
WATER
AT TOP.
THOROUGHLY.
PLANTING NOTES: @I�
NOTES:
PLANTING BAG
BARE ROOTS SHALL BE PLANTED 6
FT. TO 10 FT. ON CENTER, RANDOM
DURING PLANTING, SEEDLINGS
SHALL BE KEPT IN A MOIST CANVAS
SPACING, AVERAGING 8 FT. ON
BAG OR SIMILAR CONTAINER TO
CENTER, APPROXIMATELY 680
PREVENT THE ROOT SYSTEMS FROM
PLANTS PER ACRE.
DRYING.
KBC PLANTING BAR
PLANTING BAR SHALL HAVE A
BLADE WITH A TRIANGULAR CROSS
SECTION, AND SHALL BE 12 INCHES
LONG, 41NCHES WIDE AND 1 INCH
THICK AT CENTER.
ROOT PRUNING
ALL SEEDLINGS SHALL BE ROOT
PRUNED, IF NECESSARY, SO THAT NO
ROOTS EXTEND MORE THAN 10
INCHES BELOW THE ROOT COLLAR.
BARE ROOT PLANTING
NTS
FVD CKSON
community Infrastructure Consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NC. UCENSE NoT 74
Nw$i�wu�wMy
�cnN?ZZccOr
UL O 'LU LU ULI
IN
UJI
09 L5
DZ
O�f
W��rOa¢WQQ
F-
16
d�Z 2OZ
Z w¢
Uo_
A
z ¢tiQ UO
C/)0 O
WU <'10
DO a
Ftm[1)UCZUU 2
Z
Zm
Z Wwlu
Hin
PROJ. DATEJULY 2016
QC: MS
Q.C. DATE: JUN 2016
DRAWING NUMBER:
D2
PROJ. NO.:
2015020500w>e�Aw-
�t
_
l

TIE TO EXISTING GRADE
MIN SLOPE 2.5H TV
NOTES:
1. TREES NOT INDICATED TO BE REMOVED SHALL BE
PROTECTED DURING CONSTRUCTION IN
ACCORDANCE WITH PLANS.
2. SEED AND MULCH ALL BANKS PRIOR TO INSTALLING
COIR MATTING.
INSTALL COIR MATTING PER
DETAIL DWG D1
- EXCAVATE / GRADE UPPER BANK
INSTALL LIVE STAKES (SEE PLANTING PLAN)
- EXISTING CHANNEL BANK
(DESIGNER TO MARK IN FIELD
PRIOR TO CONSTRUCTION)
EXISTING
10'TO 15' CHANNELBED
BENCH
PLAN VIEW -TRENCHING METHOD
IOULDER
AS DIRECTED
IY ENGINEER)
ROOT WAD
IF ROOT WAD DOES NOT COVER
ENTIRE BANK & CONSTRUCTION
IS BETWEEN MID OCTOBER TO
MID MARCH, PROTECT BANK
SOD MATS WITH BRUSH LAYER.
FLOOD PLAIN TOP OF BANK
BOULDER4,:BAGEFL(
BANK
(AS DIRECTED BY
ENGINEER)
BOULDER 24" MIN'
DIAMETER FOOTER LOG> 12' DIAMETER
MINIMUM OF 1/2 OF DIAMETER
10-15 FEET LONG INSTALLED BELOW STREAM BED
>10" DIAMETER
CROSS SECTION VIEW
�O
4
ROOT WAD
BOULDER
(AS DIRECTED
BY ENGINEER)
PLAN VIEW - DRIVE POINT METHOD
DRIVE POINT METHOD:
SHARPEN THE END OF THE LOG WITH A CHAINSAW BEFORE
"DRIVING' IT INTO THE BANK. ORIENT ROOT WADS UPSTREAM SO
THAT THE STREAM FLOW MEETS THE ROOT WAD AT A 90—DEGREE
ANGLE, DEFLECTING THE WATER AWAY FROM THE BANK. A
TRANSPLANT OR BOULDER SHOULD BE PLACED ON THE
DOWNSTREAM SIDE OF THE ROOT WAD IF A BACK EDDY IS FORMED
BY THE ROOT WAD. THE BOULDER SHALL BE APPROXIMATELY 3' X
3' X 2'.
TRENCHING METHOD:
IF THE ROOT WAD CANNOT BE DRIVEN INTO THE BANK OR THE
BANK NEEDS TO BE RECONSTRUCTED, THE TRENCHING METHOD
SHOULD BE USED. THIS METHOD REQUIRES THAT A TRENCH BE
EXCAVATED FOR THE LOG PORTION OF THE ROOT WAD. IN THIS
CASE, A FOOTER LOG SHOULD BE INSTALLED UNDERNEATH THE
R00T WAD IN A TRENCH EXCAVATED PARALLEL TO THE BANK AND
WELL BELOW THE STREAMBED. ONE-THIRD OF THE ROOT WAD
SHOULD REMAIN BELOW NORMAL BASE FLOW CONDITIONS.
ROOTWAD
NTS
INSTALL COIR MATTING PER
DETAIL DWG Dt
II
MIN 2.0' COMPACTED SOIL
-•^W,•Y^�.w« I LIVE STAKES TOP OF BANK
LIVE CUTTINGS
SMALL BRANCH ES
-- AND BRUSH
1/4 MAX POOL DEPTH"'+?S �1 - -_..--- _.._
1/4 MAX POOL DEPTH II -
SMALL LOGS AND/OR
LARGE BRANCHES WITH
A MIN DIAMETER OF 4'. SECTION A -A
NOTES
1. OVER EXCAVATE THE OUTSIDE BEND OF THE CHANNEL. PLACE
LARGER BRANCHES AND LOGS IN A CRISS-CROSS PATTERN.
LOCK IN PLACE WITH FILL COVERING 61N TO 181N OF THE
LARGER BRANCHES/SMALL LOGS.
2. PLACE SMALLER BRANCHES AND BRUSH OVER THE LARGER
BRANCHESISMALL LOGS (HARDWOOD SPECIES ONLY) AND
COMPACT LIGHTLY TOGETHER. BACKFILL AND COMPACT TO
LOCK IN PLACE.
3. ACCEPTABLE LIVE CUTTINGS SPECIES A INCLUDE BLACK
WILLOW (SALIX NIGRA) AND SILKY WILLOW (SALIX SERICEA).
WILLOW CUTTINGS SHOULD BE RINSED AT CUTTING POINT TO
ALLOW BETTER ROOTING.
4, INSTALL EROSION CONTROL (COIR) MATTING OVER
COMPACTED SOIL PER DIRECTION OF ENGINEER.
5. INSTALL i TO 3 ROWS OF LIVE STAKES ABOVE THE LIVE
CUTTINGS LAYER PER DIRECTION OF ENGINEER.
FVO`N 1
'•� BALLAST BOULDER BANKFULL
'1 OR DUCKBILL ANCHORS LEFT OR RIGHT VANE ARM BANK COIR MATTING
INTERCEPT CONTROL POINT
PLAN VIEW FL -'W VARIES
-------- ' 3Ho�TO1%
BANKFULL STREAM BANK _ /--F CHANNELTOP <j�S
--- - lOW
COARSE AGGREGATE /// - �� OF BANK
\ BACKFILL (7"TO5") POOL
FOOTER LOG
\ HEADER LOG p�
FOOTER LOG HEADER LOG
TOE OF BANK
- - PROFILE VIEW A
\
STREAM BED
IN POOL CHANNEL
BOTTOM OF BANK
NON -WOVEN GEOTEXTILE
FABRIC (NCDOTTYPE
- - _
VARIES LOG VANE TYPICAL PLAN VIEW
0, TOJWIDTH NTS BRUSH TOE
rvrs
SECTION A -A
FVD CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v)919.782.0495
(f) 919.782.9672
wwWwkdickson.com
NC. LICENSE NO FW14
PROJ. DATE: �JULY2016
Q.C. MS
Q.C. DATE: JUN 2016
DRAWING NUMBER:
D3
PROJ. NO.:
2015020500
LU
� N
r�
O c
a
Z
O
U
Z
O
z
cc
� O
¢ r
to 0
LL O (LU LU Up
EL
Z jr
09 L5
cc z
w.
9
TYPICAL BANK GRADING
NTS
U
TOE OF BANK
NOTES:
U-1
1. LOG VANES SHALL BE CONSTRUCTED OF ONE OR MORE LOGS HELD IN PLACE BY EITHER BALLAST BOULDERS, DUCKBILL
� Q
ANCHORS, OR REBAR. LOGS SHALL BE OF A LENGTH AND DIAMETER SPECIFIED BY THE DESIGNER AND BE RELATIVELY
NON -WOVEN GEOTEXTILESTREAM
STRAIGHT HARDWOOD, RECENTLY HARVESTED. THE LENGTH SHALL BE SUCH THAT THE LOG IS BURIED INTO THE SOIL OF THE
BANK (ON ONE END)ANO STREAM BED (ON THE OTHER END) A MINIMUM DISTANCE OF 4.0'. FLAT -SIDED BALLAST
FABRIC (NC00T TYPE II)
/
OyA STREAM BANK
BOULDERS SHALL BE OF SIZE 2'X 2'X 1.5'OR AS SPECIFIED BY THE DESIGNER,
Y2W/D
4
2...._...................................................._._........................................
AN ELEVATION CONTROL POINT MAY BE ESTABLISHED AT THE LEFT OR RIGHT STREAM BANKNANE INTERCEPT POINT. THE
VANE INTERCEPT LOCATION MAY BE OTHERWISE DESCRIBED BY ITS RELATIONSHIP TO BANKFULL STAGE OR BY THE LENGTH
/•7�
AND SLOPE OF THE VANE ARM. BANKFULL IS NOT NECESSARILY THE TOP OF THE STREAM BANK SLOPE.
... ........ jr
-BALLAST
BOULDER
3. FILTER FABRIC SHALL BE USED TO SEAL THE GAPS BETWEEN THE LOGS AND UNDER THE COARSE BACKFILL MATERIAL OFM THE
/
OR DUCK BILL ANCHORS
VANE. THERE SHALL 8E NO FILTER FABRIC VISIBLE IN THE FINISHED WORK; EDGES SHALL BE FOLDED TUCKED, OR TRIMMED AS
W
NEEDED.
q
4. LOG VANES SHALL BE BUILT TYPICALLY AS FOLLOWS:
oQQf
W
%
A. OVER -EXCAVATE STREAM BED TO A DEPTH EQUAL TO THE TOTAL THICKNESS OF THE HEADER (AND FOOTER IF
COARSE
SPECIFIED) LOGS.
8. PLACE FOOTER LOG OF THE VANE ARM IF SPECIFIED. THE SLOPE OF THE VANE ARM IS MEASURED ALONG THE VANE
AGGREGATE
ARM WHICH IS INSTALLED AT AN ANGLE TO THE STREAM BANK AND PROFILE.
BACKFILL
BANKFULL
C. INSTALL HEADER LOG OF THE VANE ARM ON TOP OF AND SLIGHTLY FORWARD OR BACK FROM THE FOOTER LOG.
(1"TO 5")
D. NAIL FILTER FABRIC TO THE HEADER LOG USING A GALVANIZED NAIL WITH A PLASTIC CAP. THE SIZE AND GAGE OF NAIL
Z
I— Z�
LD
AND NAIL SPACING SHALL BE SPECIFIED BY THE DESIGNER.
E. PLACE BALLAST BOULDERS OR DUCKBILL ANCHOR ON THE VANE.
A
LOG VANE
F. PLACE COARSE BACKFILL BEHIND LOGS ENSURING THAT ANY VOIDS BETWEEN THE LOGS ARE FILLED.
G. BACKFILL REMAINDER OF VANE WITH PREVIOUSLY EXCAVATED MATERIAL.
/
i
5. IF ANY EROSION CONTROL MATTING IS SPECIFIED FOR USE IN THE VICINITY OF THE STREAM BANK(VANE INTERCEPT POINT THE
a
MATTING EDGES SHALL BE NEATLY SECURED AROUND THE LOGS.
/ POOL
Y I
LEFT OR RIGHT VANE ARM BANK
({ INTERCEPT CONTROL POINT
PLAN VIEW -TRENCHING METHOD
IOULDER
AS DIRECTED
IY ENGINEER)
ROOT WAD
IF ROOT WAD DOES NOT COVER
ENTIRE BANK & CONSTRUCTION
IS BETWEEN MID OCTOBER TO
MID MARCH, PROTECT BANK
SOD MATS WITH BRUSH LAYER.
FLOOD PLAIN TOP OF BANK
BOULDER4,:BAGEFL(
BANK
(AS DIRECTED BY
ENGINEER)
BOULDER 24" MIN'
DIAMETER FOOTER LOG> 12' DIAMETER
MINIMUM OF 1/2 OF DIAMETER
10-15 FEET LONG INSTALLED BELOW STREAM BED
>10" DIAMETER
CROSS SECTION VIEW
�O
4
ROOT WAD
BOULDER
(AS DIRECTED
BY ENGINEER)
PLAN VIEW - DRIVE POINT METHOD
DRIVE POINT METHOD:
SHARPEN THE END OF THE LOG WITH A CHAINSAW BEFORE
"DRIVING' IT INTO THE BANK. ORIENT ROOT WADS UPSTREAM SO
THAT THE STREAM FLOW MEETS THE ROOT WAD AT A 90—DEGREE
ANGLE, DEFLECTING THE WATER AWAY FROM THE BANK. A
TRANSPLANT OR BOULDER SHOULD BE PLACED ON THE
DOWNSTREAM SIDE OF THE ROOT WAD IF A BACK EDDY IS FORMED
BY THE ROOT WAD. THE BOULDER SHALL BE APPROXIMATELY 3' X
3' X 2'.
TRENCHING METHOD:
IF THE ROOT WAD CANNOT BE DRIVEN INTO THE BANK OR THE
BANK NEEDS TO BE RECONSTRUCTED, THE TRENCHING METHOD
SHOULD BE USED. THIS METHOD REQUIRES THAT A TRENCH BE
EXCAVATED FOR THE LOG PORTION OF THE ROOT WAD. IN THIS
CASE, A FOOTER LOG SHOULD BE INSTALLED UNDERNEATH THE
R00T WAD IN A TRENCH EXCAVATED PARALLEL TO THE BANK AND
WELL BELOW THE STREAMBED. ONE-THIRD OF THE ROOT WAD
SHOULD REMAIN BELOW NORMAL BASE FLOW CONDITIONS.
ROOTWAD
NTS
INSTALL COIR MATTING PER
DETAIL DWG Dt
II
MIN 2.0' COMPACTED SOIL
-•^W,•Y^�.w« I LIVE STAKES TOP OF BANK
LIVE CUTTINGS
SMALL BRANCH ES
-- AND BRUSH
1/4 MAX POOL DEPTH"'+?S �1 - -_..--- _.._
1/4 MAX POOL DEPTH II -
SMALL LOGS AND/OR
LARGE BRANCHES WITH
A MIN DIAMETER OF 4'. SECTION A -A
NOTES
1. OVER EXCAVATE THE OUTSIDE BEND OF THE CHANNEL. PLACE
LARGER BRANCHES AND LOGS IN A CRISS-CROSS PATTERN.
LOCK IN PLACE WITH FILL COVERING 61N TO 181N OF THE
LARGER BRANCHES/SMALL LOGS.
2. PLACE SMALLER BRANCHES AND BRUSH OVER THE LARGER
BRANCHESISMALL LOGS (HARDWOOD SPECIES ONLY) AND
COMPACT LIGHTLY TOGETHER. BACKFILL AND COMPACT TO
LOCK IN PLACE.
3. ACCEPTABLE LIVE CUTTINGS SPECIES A INCLUDE BLACK
WILLOW (SALIX NIGRA) AND SILKY WILLOW (SALIX SERICEA).
WILLOW CUTTINGS SHOULD BE RINSED AT CUTTING POINT TO
ALLOW BETTER ROOTING.
4, INSTALL EROSION CONTROL (COIR) MATTING OVER
COMPACTED SOIL PER DIRECTION OF ENGINEER.
5. INSTALL i TO 3 ROWS OF LIVE STAKES ABOVE THE LIVE
CUTTINGS LAYER PER DIRECTION OF ENGINEER.
FVO`N 1
'•� BALLAST BOULDER BANKFULL
'1 OR DUCKBILL ANCHORS LEFT OR RIGHT VANE ARM BANK COIR MATTING
INTERCEPT CONTROL POINT
PLAN VIEW FL -'W VARIES
-------- ' 3Ho�TO1%
BANKFULL STREAM BANK _ /--F CHANNELTOP <j�S
--- - lOW
COARSE AGGREGATE /// - �� OF BANK
\ BACKFILL (7"TO5") POOL
FOOTER LOG
\ HEADER LOG p�
FOOTER LOG HEADER LOG
TOE OF BANK
- - PROFILE VIEW A
\
STREAM BED
IN POOL CHANNEL
BOTTOM OF BANK
NON -WOVEN GEOTEXTILE
FABRIC (NCDOTTYPE
- - _
VARIES LOG VANE TYPICAL PLAN VIEW
0, TOJWIDTH NTS BRUSH TOE
rvrs
SECTION A -A
FVD CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v)919.782.0495
(f) 919.782.9672
wwWwkdickson.com
NC. LICENSE NO FW14
PROJ. DATE: �JULY2016
Q.C. MS
Q.C. DATE: JUN 2016
DRAWING NUMBER:
D3
PROJ. NO.:
2015020500
LU
� N
r�
O c
a
Z
O
U
Z
O
z
cc
� O
¢ r
to 0
LL O (LU LU Up
EL
Z jr
09 L5
cc z
w.
9
U
U
N
U-1
z
O
� Q
S
D_
2
Q Q
Q
Z Z
Z
J
� W
¢
ylm
w
O o_
W
Z
O
Y N
oQQf
W
� �
W U
U
U
N
U-1
z
O
� Q
S
D_
2
Q Q
Q
Z Z
Z
J
� W
¢
ylm
w
O o_
W
� w w
� �
W U
~ N O
Q z >
0 �
O
ZOw
¢ CI)
m
g Z
Z
I— Z�
LD
W Z
Z
W W W W
O
Z ¢Z -
O
a
¢ate

PLAN VIEW
NOTE:
REBAR (1/2" MINIMUM DIAMETER 3' MIN. LENGTH
TYPICAL) SHOULD BE PLACED T TO 3' FROM END OF
LOG. ADDITIONAL REBAR TO BE PLACED AT 6'
OFFSETS. LAST REBAR SHOULD BE PLACED V TO 3'
FROM END OF LOG. DUCK BILL ANCHORS MAY BE
USED AS A SUBSTITUTION FOR REBAR. 2 PER LOG.
FLOODPLAIN SILL
NTS
PROPOSEDFLOODPIAIN SURFACE
DOWN VALLEY
B" (TVP.)
`.L\\\\\ i E.0'
`518'RERAR
SECTIONAL VIEW A - A'
C
PLAN VIEW
M1�5FT MIN 5�
PROFILE B -B'
DOWNSTREAM LOG
MIN SIFT MIN SFT
OVERLAP OF
UPSTREAM LOG
4% To 6%
PROFILE C -C'
NOTES:
1. LOGS SHOULD BE RELATIVELY STRAIGHT HARDWOOD AND RECENTLY
HARVESTED.
2. LOG DIMENSIONS:
MIN DIAM. = 12", MIN LENGTH = 18'
3. NAIL FILTER FABRIC USING 3" 10D GALVANIZED COMMON NAIL EVERY 1.5'
ALONG THE LOG
DOUBLE LOG DROP
NTS
TS OF THIS DOCUMENT; ADDMONS OR DELETI
n Set)2015020500RA_BHT DETAILS.dwg - April 11
CHANNEL BOTTOM OF
BANK
COARSE BACKFILL
NONWOVEN
GEOTEXTILE FABRIC
(NCDOT TYPE II)
Et
ROOTWAD OR BRUSHTOE—
CHANNEL TOP OF
BANK
CHANNEL BOTTOM OF
BANK
COARSE BACKFILL
FILTER FABRIC
B
ROOTWAD OR
BRUSHTOE�
� 5.0
MIN
I I
I I
A POC
I I
TYPICAL PLAN VIEW (OPT 1)
FLOW
I
I
I A
I
I
5.0'
IN
I
I I
I I
—�
CHANNELTOP DF A P00
BANK
TYPICAL PLAN VIEW (OPT 2)
PROPOSED STREAM REBAR OR DUCKBILL
BED ANCHOR
COARSEAGGREGATE
BACKFILL (1" TO 5")
MIN. 5.0'
POOL APPROX. 0.75' TO 1.5'
— DEEP —__—
COARSE AGGREGATE
BACKFILL (1"TO 5")
B GEOVEXTILE FABRIC TACK FABRIC TO—/
(NCDOT TYPE II) LOG
SECTION A -A
HEADER
FOOTER
1, 4' MIN. LENGTH) OR
-ED PER MANUFACTURERS
INSTRUCTIONS (TYP.)
SECTION B -B (OPT 1)
(REAM BANK
HEADER LOG \
I1°A 703%
B
;H
FOOTER LOG
REBAR (5/8" MIN. DIAMETER, W MIN. LENGTH) OR
DUCKBILL ANCHORS INSTALLED PER MANUFACTURERS
OVERLAP OF INSTRUCTIONS MP.)
DOWNSTREAM LOG
SECTION B -B (OPT 21
NOTES:
1. LOGS SHOULD BE RELATIVELY STRAIGHT HARDWOOD AND RECENTLY
HARVESTED.
2. LOG DIMENSIONS:
MIN DIAM. =12", MIN LENGTH = 18'
NAIL FILTER FABRIC USING 3"10D GALVANIZED COMMON NAIL EVERY 1.5'
ALONG THE LOG
LOG SILL 3. DUCKBILL ANCHORS MAY BE USED IN PLACE OF REBAR.
NTS
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919 782 9672
www.wkdickson.com
NC. LICENSE W. I—MCD200 20 61LUCr z
PROW. DATE: JULY 2016
G.C.: MS
O.C. DATE: JUN 2016
DRAWING NUMBER:
D4
PROJ. NO.:
2015020500
3
0
HEADER LOG
H
O
J V
a
%INVERT
ELEVATION
EXISTING DITCHLOG
BANK
LL
y\i
B
EXISTING DITCH
SILL
(SEE DETAIL)
EXISTING GRADE
PROPOSED CONSERVATION
EASEMENT LIMITS
LOG
HEADE4'708'
Z Z
LOG STRUCTURE
(SEE DETAIL)
O
d
TOP OF BANK
�G �
PROPOSED GRADE
F-
Z
O C7
Z
1
I
� O
m
w
BANKFULL
>
POINT REFERENCED IN
MIN 5.0'
� Q
¢ a
U N
w
STRUCTURE TABLE
____
---
O.SS SLOPE - ----
-------- TIE-IN 70
-
¢ �
Z. '=w
m
COARSE AGGREGATE
c
cILL
� Z
Z ¢
DROP OF 0.5 FT
---__-� _
MAX
-- --- EXISTING
ylf
W Z
2
Z
3
¢ N W
W III
Z ¢zm
FILL DITCH SUCH THAT
EXISTING
._, �J
I�
<
FLOODPLAIN
�\
-��J1�� 1�c��G ELEVATION
d'
PROPOSED
HEADER
THE DOWNSTREAM
DITCH INVERT
O
H�
LIMITS\\�
/�" COARSE AGGREGATE
NTO
EXISTING GRA EELEVATION TIES IOF THE
CONSTRUCT FLOW
BACKFILL (2" TO 6")
FILL DITCH AND
OF GRADING
�`///���
'MIN
FLOODPLAIN
LOG BURIED IN
POOL
INSTALL COIR
J
9V
/j' B
SECTION A -A
MMATTINGMATTING\i
¢
GEOTEXTILE
LOG BURIED IN
FABRIC (NCDOT
L)
Q.
POINT REFERENCED IN
GRADE AREA SUCH THAT
EXISTING
TYPE II)
PROFILE A -A'
STRUCTURETABLE
MAX SLOPE BELOW LOG
STRUCTUREIS1%6UT1.
GROUND
L
NOFLOODPLAIN GRADING IS ALLOWED WITHIN 10 FT
OF THE PROPOSED CHANNEL TOP OF BANK.
/\/-
; v
2. LOGS SHOULD BE AT LEAST 10'-20' LONG AND AT
V
31 MAX
LEAST 8 INCHES IN DIAMETER, AND HARDWOOD.
D
3 :1 MAX
SLOPEi�//
\/�\/�\/\\/, /f
/�C%%
SLOPE
VARIES (TYPICALLY
20' TO 40')
INSTALL colli MATTING
PER MANUFACTURER'S
SECTION B -B FILL
DITCH
INSTRUCTIONS
PLAN VIEW
DIFFUSE
FLOW STRUCTURE
NTS
C
PLAN VIEW
M1�5FT MIN 5�
PROFILE B -B'
DOWNSTREAM LOG
MIN SIFT MIN SFT
OVERLAP OF
UPSTREAM LOG
4% To 6%
PROFILE C -C'
NOTES:
1. LOGS SHOULD BE RELATIVELY STRAIGHT HARDWOOD AND RECENTLY
HARVESTED.
2. LOG DIMENSIONS:
MIN DIAM. = 12", MIN LENGTH = 18'
3. NAIL FILTER FABRIC USING 3" 10D GALVANIZED COMMON NAIL EVERY 1.5'
ALONG THE LOG
DOUBLE LOG DROP
NTS
TS OF THIS DOCUMENT; ADDMONS OR DELETI
n Set)2015020500RA_BHT DETAILS.dwg - April 11
CHANNEL BOTTOM OF
BANK
COARSE BACKFILL
NONWOVEN
GEOTEXTILE FABRIC
(NCDOT TYPE II)
Et
ROOTWAD OR BRUSHTOE—
CHANNEL TOP OF
BANK
CHANNEL BOTTOM OF
BANK
COARSE BACKFILL
FILTER FABRIC
B
ROOTWAD OR
BRUSHTOE�
� 5.0
MIN
I I
I I
A POC
I I
TYPICAL PLAN VIEW (OPT 1)
FLOW
I
I
I A
I
I
5.0'
IN
I
I I
I I
—�
CHANNELTOP DF A P00
BANK
TYPICAL PLAN VIEW (OPT 2)
PROPOSED STREAM REBAR OR DUCKBILL
BED ANCHOR
COARSEAGGREGATE
BACKFILL (1" TO 5")
MIN. 5.0'
POOL APPROX. 0.75' TO 1.5'
— DEEP —__—
COARSE AGGREGATE
BACKFILL (1"TO 5")
B GEOVEXTILE FABRIC TACK FABRIC TO—/
(NCDOT TYPE II) LOG
SECTION A -A
HEADER
FOOTER
1, 4' MIN. LENGTH) OR
-ED PER MANUFACTURERS
INSTRUCTIONS (TYP.)
SECTION B -B (OPT 1)
(REAM BANK
HEADER LOG \
I1°A 703%
B
;H
FOOTER LOG
REBAR (5/8" MIN. DIAMETER, W MIN. LENGTH) OR
DUCKBILL ANCHORS INSTALLED PER MANUFACTURERS
OVERLAP OF INSTRUCTIONS MP.)
DOWNSTREAM LOG
SECTION B -B (OPT 21
NOTES:
1. LOGS SHOULD BE RELATIVELY STRAIGHT HARDWOOD AND RECENTLY
HARVESTED.
2. LOG DIMENSIONS:
MIN DIAM. =12", MIN LENGTH = 18'
NAIL FILTER FABRIC USING 3"10D GALVANIZED COMMON NAIL EVERY 1.5'
ALONG THE LOG
LOG SILL 3. DUCKBILL ANCHORS MAY BE USED IN PLACE OF REBAR.
NTS
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919 782 9672
www.wkdickson.com
NC. LICENSE W. I—MCD200 20 61LUCr z
PROW. DATE: JULY 2016
G.C.: MS
O.C. DATE: JUN 2016
DRAWING NUMBER:
D4
PROJ. NO.:
2015020500
COARSE AGGREGATE
BACKFILL (2" TO 6")
HEADER LOG
H
O
J V
a
%INVERT
ELEVATION
`b`
i
B
O Q
Z
LOG
HEADE4'708'
Z Z
O
d
�
LL
�G �
INVERT ELEVATION
ATION
F-
Z
O C7
Z
1
I
� O
m
w
BANKFULL
>
POINT REFERENCED IN
MIN 5.0'
� Q
¢ a
U N
w
STRUCTURE TABLE
_
00
MAX ALLOWABLE
¢ �
Z. '=w
m
COARSE AGGREGATE
c
cILL
� Z
Z ¢
DROP OF 0.5 FT
m
Q
F-Z�
BACKFILL 12" TO 6")
ylf
W Z
2
Z
3
¢ N W
W III
Z ¢zm
FOOTER
LOG
._, �J
I�
�/
MA%DEPT H}OFLOG
DIAMETER (TYP))
/
HEADER
COARSE AGGREGATE
LOG
BACKFILL(2"T06"I -
/�" COARSE AGGREGATE
FOOTER
BACKFILL (2" TO 6")
LOG
'MIN
\,,\/`
LOG BURIED IN
�C
IIS-a�
3.0'
B.`
BANK MIN SFT
NON -WOVEN
_
GEOTEXTILE
LOG BURIED IN
FABRIC (NCDOT
POINT REFERENCED IN
BANK
TYPE II)
PROFILE A -A'
STRUCTURETABLE
MIN 5FT
C
PLAN VIEW
M1�5FT MIN 5�
PROFILE B -B'
DOWNSTREAM LOG
MIN SIFT MIN SFT
OVERLAP OF
UPSTREAM LOG
4% To 6%
PROFILE C -C'
NOTES:
1. LOGS SHOULD BE RELATIVELY STRAIGHT HARDWOOD AND RECENTLY
HARVESTED.
2. LOG DIMENSIONS:
MIN DIAM. = 12", MIN LENGTH = 18'
3. NAIL FILTER FABRIC USING 3" 10D GALVANIZED COMMON NAIL EVERY 1.5'
ALONG THE LOG
DOUBLE LOG DROP
NTS
TS OF THIS DOCUMENT; ADDMONS OR DELETI
n Set)2015020500RA_BHT DETAILS.dwg - April 11
CHANNEL BOTTOM OF
BANK
COARSE BACKFILL
NONWOVEN
GEOTEXTILE FABRIC
(NCDOT TYPE II)
Et
ROOTWAD OR BRUSHTOE—
CHANNEL TOP OF
BANK
CHANNEL BOTTOM OF
BANK
COARSE BACKFILL
FILTER FABRIC
B
ROOTWAD OR
BRUSHTOE�
� 5.0
MIN
I I
I I
A POC
I I
TYPICAL PLAN VIEW (OPT 1)
FLOW
I
I
I A
I
I
5.0'
IN
I
I I
I I
—�
CHANNELTOP DF A P00
BANK
TYPICAL PLAN VIEW (OPT 2)
PROPOSED STREAM REBAR OR DUCKBILL
BED ANCHOR
COARSEAGGREGATE
BACKFILL (1" TO 5")
MIN. 5.0'
POOL APPROX. 0.75' TO 1.5'
— DEEP —__—
COARSE AGGREGATE
BACKFILL (1"TO 5")
B GEOVEXTILE FABRIC TACK FABRIC TO—/
(NCDOT TYPE II) LOG
SECTION A -A
HEADER
FOOTER
1, 4' MIN. LENGTH) OR
-ED PER MANUFACTURERS
INSTRUCTIONS (TYP.)
SECTION B -B (OPT 1)
(REAM BANK
HEADER LOG \
I1°A 703%
B
;H
FOOTER LOG
REBAR (5/8" MIN. DIAMETER, W MIN. LENGTH) OR
DUCKBILL ANCHORS INSTALLED PER MANUFACTURERS
OVERLAP OF INSTRUCTIONS MP.)
DOWNSTREAM LOG
SECTION B -B (OPT 21
NOTES:
1. LOGS SHOULD BE RELATIVELY STRAIGHT HARDWOOD AND RECENTLY
HARVESTED.
2. LOG DIMENSIONS:
MIN DIAM. =12", MIN LENGTH = 18'
NAIL FILTER FABRIC USING 3"10D GALVANIZED COMMON NAIL EVERY 1.5'
ALONG THE LOG
LOG SILL 3. DUCKBILL ANCHORS MAY BE USED IN PLACE OF REBAR.
NTS
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919 782 9672
www.wkdickson.com
NC. LICENSE W. I—MCD200 20 61LUCr z
PROW. DATE: JULY 2016
G.C.: MS
O.C. DATE: JUN 2016
DRAWING NUMBER:
D4
PROJ. NO.:
2015020500
H
IL
r �
o�
U
H
O
J V
a
LU
O Z
Z
U
O Q
Z
Z Z
O
d
�
LL
�G �
¢
W
F-
Z
O C7
Z
Z
I
� O
m
w
I
>
J [C
� Q
¢ a
H
�
U
z
LU
O Z
o
O Q
Z N
Z Z
�G �
J
w ¢
Z
Q
w
o F
[n O
U N
w
a
¢ z >
00
¢ �
Z. '=w
m
�
c
cILL
� Z
Z ¢
~
m
Q
F-Z�
O
ylf
W Z
2
Z
3
¢ N W
W III
Z ¢zm
O¢a�
a
O

UNE
16 FT MAX
VE POST
BARBED OR
ELECTRIC WIRE UNE POST z
4' TO 6'1 WOVEN WIRE:
ASTM CLASS 3 GALVANIZED.
`t TOP AND BOTTOM WIRES MIN. 12 GAUGE.
WOVEN WIRE z INTERMEDIATE AND STAY WIRES MIN.
GROUND UNE l 12 1/2 GAUGE.
M
Z
O Z
N
WOVEN WIRE WITH ONE BARB DETAIL
LINE POSTS (WOODEN): MIN. 41N, DIAM. OR 41N. SQUARE.
LINE POSTS (STEEL): STUDDED OR PUNCHED T, U, OR Y SHAPED, WITH ANCHOR PLATES.
MIN. WEIGHT 1.3 LBS./FT. (EXCLUDING ANCHOR PLATE). POSTS SHALL BE DRIVEN A MINIMUM OF 18" DEEP AND MUST BE AT
LEAST 5.5 FT IN LENGTH
SPECIES AND TREATMENT FOR ALL WOOD: USE UNTREATED DURABLE POSTS OF SPECIES SUCH AS RED CEDAR,
BLACK LOCUST OR OSAGE—ORANGE WITH BARK REMOVED, OR NON—DURABLE WOOD THAT IS PRESERVATIVE
PRESSURE TREATED (0.40 UBS./CUBIC FOOT CCA, OR EQUIVALENT NON—CCA TREATMENT). DO NOT USE RED
PINE.
WOVEN WIRE FENCE (NRCS DETAIL 382A)
CLASS
NTS
TALLED
T
FILTER FABI
/_ COARSE AGGREGATE (y5 WASHED STONE) 6" DEEP
NOTES:
1. CONSTRUCT STREAM CROSSING WHEN FLOW IS LOW.
2. INSTALL STREAM CROSSING PERPENDICULAR TO FLOW.
3. CONTRACTOR TO COORDINATE APPROPRIATE BEDDING MATERIAL WITH
MANUFACTURER.
4. FILTER FABRIC USED SHALL BE NCDOT TYPE 2 ENGINEERING FABRIC OR
EQUIVALENT.
5. WIDTH OF TYPICAL FARM CROSSINGS SHALL BE PER PLAN OR A MINIMUM OF 12'.
6. WHEN REQUIRED, CONTRACTOR TO ENSURE PIPE MATERIAL AND COVER MEET H-20
LOADING REQUIREMENTS.
NTS
RODUC
Hannah
:TIONS TO THIS DOC
11. 2017 - Ben Carroll
DD CKSON
community intras[ructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(1) 919.782.9672
www.wkdickson.com
NC. UCENSE No. voaPa
PROJ. DATE: JULY 2016
Q.C.: MS
Q.C. DATE: JUN 2016
DRAWING NUMBER:
D5
PROJ. NO.:
2015020500
Ill
O�
F
O v
0-
z
O
U
2
Z
O
U
O �
a Er
0 3f
cc z 0
BURY CULVERT 1.0'
J
z
W
O
OZ
LOG SILL
�
� J
UNLESS NOTED OTHERWISE
lL
Z �
FLOW
� N
SET TOP OF LOG 1.0 FOOT
TIMBER MAT INSTALLED
PERPENDICULAR
Q
BY ENGINEER
�
INSTALL CLAY PLUG
2 FEET BELOW CULVERT INVERT
~
Z
Z
� uj
ABOVE CULVERT INVERT
W
¢
� O
Y N
F
aQQi
W
SECTION VIEW
I
� ¢
¢ a
NO
W U
�y o
¢ >
C3 Z
NOTES:
z
I- $ g
DO
ow o
g m Z
MIN 3'
F
PLAN VIEW
F Z O
W Z
iD
Z
N I rn
It V) II W
2
3
Z ¢zm
O
a
0
1. TIMBER MATS SHALL BE USED FOR TEMPORARY
CONSTRUCTION ACCESS TO TRAVERSE WET AND/OR MUDDY
COARSE AGGREGATE
ARES ADJACENT TO THE STREAM AND TO CROSS THE
' . . �
' ,
MIN 3'
IMBERMATINSTALLED
STREAM AND OTHER CONCENTRATED FLOW AREAS.
O U U U V
O O O O O"
OO O. OO
"O
O"O"
OO
V
O"O
O O
O"
O. O O O O
O O (.
C
CARRIAGE BOLT,/—T2.
TYPICAL
CLASS B RIP RAP
PERPENDICULAR
TIMBER MAT
THE STREAM CROSSING SHALL T INSTALLED WHEN FLOW IS
LOW. THERE SHALL BE MINIMAL TO NO DISTURBANCE OF
EARTH RLL
COVERED BY
O
C
C
O
TOP OF BANK INSTALLED PARALLEL
THE CHANNEL BED AND BANKS AS A RESULT OF INSTALLING
CROSSING.
LARGE ANGULAR
O
IO
C
OC
THE APPROACHES OR
ROCK
V L °
°
3. THE LENGTH OF TIMBER MAT REQUIRED TO CROSS THE
0
O 0
STREAM OR CONCENTRATED FLOW AREAS SHALL BE SUCH
O (
O O
THAT THE TIMBER AT EXTENDS PAST THE TOP OF BANK ON
EACH SIDE OF THE CROSSING A SUFFICIENT DISTANCE TO
O (
f5goc
0 0
_
SUPPORT THE MAXIMUM EQUIPMENT SIZE USING THE
0
00
CROSSING.
O
C
FILTER FABRIC
4. STREAM CROSSINGS SHALL BE INSTALLED WITH THE TIMBER
O Ov O v Ov Ov Ov Ov
Ov
`
O
V
0"0"0"0 C
TOE OF BANK,
MAT LENGTHS ORIENTED PERPENDICULAR TO THE TOPS OF
C 0,�0�0 0 0 0 O
n n n n
O
n
Or,O�C
n _
O
O�O�O O O O O
n n
TYPICAL
APPROXIMATE BASE FLOW
THE STREAMBANKS. TIMBER MAT STREAM APPROACHES
SHALL BE INSTALLED WITH THE TIMBER MAT LENGTHS
—_—_—
WATER SURFACE
ORIENTED PARALLEL TO THE TOPS OF THE STREAM BANKS.
10'
10'
5. STREAM CROSSING APPROACHES FROM DRY AREAS SHALL
MINIMUM
MINIMUM
BE CONSTRUCTED USING CLASS B RIP RAP PLACED OVER
SECTION VIEW
FILTER FABRIC.
TOP OF BANK
STREAM CHANNEL
LOG SILL
6. ALL TIMBER MATS, FILTER FABRIC, AND RIP RAP SHALL BE
SET TOP OF LOG 1.0 FOOT
COMPLETELY REMOVED FROM THE SITE WHEN THE
ABOVE CULVERT INVERT
CROSSING IS REMOVED.
PROPOSED CULVERT CROSSING
PLAN VIEW
NTS
TIMBER MAT TEMPORARY CROSSING
NTS
RODUC
Hannah
:TIONS TO THIS DOC
11. 2017 - Ben Carroll
DD CKSON
community intras[ructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(1) 919.782.9672
www.wkdickson.com
NC. UCENSE No. voaPa
PROJ. DATE: JULY 2016
Q.C.: MS
Q.C. DATE: JUN 2016
DRAWING NUMBER:
D5
PROJ. NO.:
2015020500
Ill
O�
F
O v
0-
z
O
U
2
Z
O
U
O �
a Er
0 3f
cc z 0
U
J
z
W
O
OZ
�
� J
y
lL
Z �
� N
Q
�
U
�
~
Z
Z
� uj
O Ur
� ZZ_F
W
¢
� O
Y N
F
aQQi
W
0
I
� ¢
¢ a
U
J
z
W
O
OZ
�
� J
y
lL
Z �
� N
Q
Z z
�
c')
w ¢
Z
U o
W
y W
0
¢ ti O
NO
W U
�y o
¢ >
C3 Z
z
I- $ g
DO
ow o
g m Z
Z Q
F
N m
F Z O
W Z
iD
Z
N I rn
It V) II W
2
3
Z ¢zm
O
a
0
¢ate

LOG BURIED
IN STREAM
FROM
LOG BURIED
IN STREAM
DEPTH OF NEAREST BANK STREAM BED
RIFFLE invcnr_ MIN. 5FT ELEVATION
HEADER LOG SELECT BACKFILL MATERIAL
(MIX OF COARSE AGGREGATE
FOOTER LOG AND #5 STONE)
SECTION A -A'
NOTES:
1. LOGS SHALL HAVE MINIMUM DIMENSIONS AS FOLLOWS:
MIN DIAM = 10"
MIN LENGTH = 30'
2. ALL LOGS SHALL BE RELATIVELY STRAIGHT, HARDWOOD, AND LIMBS SHALL BE TRIMMED FLUSH.
3. FOOTER LOGS/BOULDERS ARE LOGS/BOULDER PLACED TO PROVIDE A FOUNDATION AND SCOUR PROTECTION FOR THE HEADER
LOGS/BOULDERS.
4. HEADER LOGS/BOULDERS SHALL BE UNDERLAIN BY FOOTER LOGS/BOULDERS UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
5. HEADER LOGS ARE THE TOP MOST LOGS USED IN EACH LOG STRUCTURE. ALL HEADER LOGS CAN BE SEEN PROTRUDING FROM THE
WATER SURFACE DURING EXTREMELY LOW FLOWS.
6. HEADER LOGS SHALL BE OFFSET SLIGHTLY DOWNSTREAM OF THE FOOTING LOGS WHERE SCOUR POOLS ARE ANTICIPATED TO FORM
AS SHOWN IN THE DETAIL.
7. SILL LOGS SHALL BEP LACED PERPENDICULAR TO THE BANKFULL FLOW DIRECTION.
8. THE FOOTER LOGS SHALL EXTEND FROM THE SILL LOG TO THE END OF THE HEADER LOG TOWARD THE BANK.
9. HOOK BOULDERS SHALL EXTEND FROM THE HEADER LOG TO BEYOND BANKFULL WIDTH.
10. SET INVERTS AT ELEVATION SHOWN ON THE PLAN AND PROFILE SHEETS.
11. HEADER LOG SHALL TIE INTO THE STREAM BANK AT A MAXIMUM ELEVATION OF} DMAX (MEASURED AT THE NEXT DOWNSTREAM
RIFFLE) BELOW BANKFULL ELEVATION AND A MINIMUM ELEVATION OF' DMAX (MEASURE AT THE NEXT DOWNSTREAM RIFFLE) BELOW
BANKFULL ELEVATION UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
12. CUTTING OF THE SILL LOG ROOTWAD BAY BE REQUIRED TO PREVENT THE ROOTWAD FROM PROTRUDING ABOVE THE BANKFULL
ELEVATION.
13. ALL GAPSNOIDS LARGER THAN 1 INCH BETWEEN THE HEADER AND FOOTING LOGS SHALL BE CHINKED WITH LIMBS AND/OR BRUSH ON
THE UPSTREAM SIDE PRIOR TO PLACEMENT OF THE GEOTEXTILE.
14. ALL GAPS/VOIDS LARGER THAN 1 INCH BETWEEN THE HEADER AND FOOTING BOULDERS SHALL BE CHINKED WITH GRAVEL AND
COBBLES.
15. ON THE UPSTREAM SIDE OF THE LOGS AND/OR BOULDERS, NON -WOVEN GEOTEXTILE FABRIC SHALL BE PLACED AS SHOWN IN
PLANVIEW AND IN SECTION B -B'. PLACE SELECT BACKFILL FOR THE ENTIRE LENGTH OF THE LOG AND BOULDER HOOK.
16. BACKFILL STRUCTURE WITH SELECT BACKFILL MATERIAL AS SHOWN SHOWN IN PLANVIEW AND IN SECTION B -B'.
17. SELECT BACKFILL AND SOIL BACKFILL MATERIAL SHALL BE COMPACTED SUCH THAT FUTURE SETTLEMENT OF THE MATERIAL IS KEPT
TO A MINIMUM.
18. NAIL NON -WOVEN GEOTEXTILE USING Y 10D GALVANIZED COMMON NAIL TO EDGE OF HEADER LOG AND BACKFILL AS SHOWN IN THE
GEOTEXTILE PLACEMENT AND SELECT BACKFILL DETAIL.
11
FLOW
MATERIAL
CONSTRUCTED RIFFLE
NTS
LOG J -HOOK
NTS
GEOTE)
INC
S
I
LIVE STAKES
(TYP.)
BOULDERS, TYP
BANKFULL
TOP OF BANK
SOIL BACKFILL
CHANNEL 4,0'
SELECT
-� HEADERLOG
BACKFILL MATERIAL
\JI)
NON -WOVEN
PROPOSED TOE OF BANK
GEOTEXTILE FABRIC
'
RIFFLE MATERIAL; EQUAL MIX
(NCDOT TYPE II)
STREAMBED
vOi
Z3
FOOTER LOG
SECTION B -B'
SMALL POOL, TYP LARGE COBBLE/SMALL
BOULDERS, TYP
U
TOP OF BANK
4.0'
CHANNEL 4,0'
TYP
BOTTOM WIDTH TYP
BRUSH)COMPACTED
1.0' MI
PROPOSED TOE OF BANK
1.5' MIN
'
RIFFLE MATERIAL; EQUAL MIX
LOGS/WOODY DEBRIS
OF NATIVE SUBSTRATE
MATERIAL AND GRAVEL (D50 =
J..)
GRADE CONTROL ROCK
vOi
Z3
50/50 MIX OF CLASS A AND B
CROSS SECTION A -A' RIPRAP
RIFFLE MATERIAL; EQUAL MIX OF -
NATIVE SUBSTRATE MATERIALAND
GRAVEL (1350 =1")
4'
MII
BEGIN RIFFLE
CONTROL POINT
THALWEG
LOGS/WOODY
DEBRIS
a
OF BANK
FLOW
�tt
GRADECONTROLROCK
50/50 MIX OF CLASS A AND B
RIPRAP
PROFILE
DOWN VALLEY A
DITCH TOP OF
BANK
COMPACTED FILL ��
DITCH BOTTOM
OF BANK
EXISTING
- _ - GROUND--------- MIN
COMPACTED FILL J
WOODY DEBRIS FILL (LOGS,
BRANCHES, AND BRUSH) COMPACTED
WITH SOIL TO PROPOSED GRADE.
MIN 1.0
EXISTING DITCH J
INVERT
COMPACTED FILL
WOODY DEBRIS FILL
(LOGS, BRANCHES, AND
BRUSH) COMPACTED
WITH SOIL
A
TYPICAL PLAN VIEW
PROPOSED
GROUND
U
WOODY DEBRIS FILL
�-
(LOGS, BRANCHES, AND
p
BRUSH)COMPACTED
WITH SOIL TO PROPOSED
� ?
GRADE.
EXISTING DITCH
d
INVERT
vOi
Z3
SECTION A -A
OEM VALLEY
(TYP 10' TO 20')
PROFILE VIEW
BRUSH BED SILL
NTS
GROUND
12" MIN DIAM.
HARDWOOD LOG;
MIN LENGTH = 20'
'—NON -WOVEN GEOTEXTILE
FABRIC TYP.)
NOTES:
1. CONSTRUCTED RIFFLES SHALL BE INSTALLED IN NEWLY GRADED CHANNEL SECTIONS, AS SPECIFIED BY
THE DESIGNER.
2. ELEVATION CONTROL POINTS SHALL BE DESIGNATED AT THE BEGINNING AND END OF RIFFLE POINTS
TO ESTABLISH PART OF THE PROFILE OF THE CHANNEL. SURVEY OF CONTROL POINTS SHALL BE .........................................
3. GRADE CONTROL ROCK SHALL BE COMPRISED OF A 50/50 MIX OF CLASS A AND B RIPRAP. GRADE
CONTROL ROCK SHALL BE PLACED SUCH THAT THE ADDITION OF THE SPECIFIED THICKNESS OF RIFFLE
MATERIAL SHALL ACHIEVE THE DESIGNATED GRADES.
4. RIFFLE MATERIAL SHALL BE COMPRISED OF ROCKS AND WOOD. THE ROCK MATERIAL SHALL CONSIST
OF A 50/50 MIX OF GRAVEL (D50=1") AND NATIVE SUBSTRATE MATERIAL. RIFFLE MATERIAL SHALL BE
EXCAVATED, STOCKPILED, AND RE -USED FROM ABANDONED CHANNEL SECTIONS. OTHERWISE ROCK
..............."...........................................................................................................................................
CHARACTERISTICS ARE APPROPRIATE FOR THE CHANNEL. IN ADDITION, LOGS AND WOODY DEBRIS
SHALL BE INCLUDED WITH THE ROCK MATERIAL AS SPECIFIED BY THE DESIGNER.
5. THE PLACEMENT OF GRADE CONTROL ROCK AND/OR RIFFLE MATERIAL SHALL BE DONE IN A MANNER
......._........................................................................................................................................................... .
AND THE DOWNSTREAM RUN -POOL. THE FINISHED CROSS SECTION OF THE RIFFLE MATERIAL SHALL
GENERALLY MATCH THE SHAPE AND DIMENSIONS SHOWN ON THE RIFFLE TYPICAL SECTION WITH SOME
VARIABILITY OF THE THALWEG LOCATION AS A RESULT OF THE SMALL POOLS AND LOGS.
6. THE END OF RIFFLE CONTROL POINT MAY TIE IN TO ANOTHER IN -STREAM STRUCTURE (LOG SILL OR
J -HOOK).
7. THE CONSTRUCTED RIFFLE SHALL BE KEYED IN TO THE STREAM BANKS AND/OR BED AS DESIGNATED
BY THE DESIGNER. THE "KEY" SHALL EXTEND BEYOND THE TOP OF BANK AT THE BEGINNING (CREST) OF
THE RIFFLE. WHERE PRESERVATION OF EXISTING STREAM BANK VEGETATION IS A PRIORITY A "KEY"
MAY NOT BE USED (OR THE DIMENSIONS MAY BE ADJUSTED) TO LIMIT DISTURBANCE.
FVD CKSON
community Infrastructure Consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkcIickson.com
NC. UCENSE No ­14UL CcZ jrcc z tj
PROJ. DATE: JULY 2016
Q.C.: MS
Q.C. DATE: JUN 2016
DRAWING NUMBER:
D6
PROJ. NO.:
2015020500
� n
� N
F
O c
a
Z
O
U
Z
Z �
O
� O
¢
F-
0
U
U
w
ILL
p
o a
s
� ?
d
vOi
Z3
O¢
Q =
O Z
�
J
Z �
w ¢
Z
�
�
O
�
a rri
o �
o z
o
Y N
�
W
� �
W U
U
U
w
ILL
p
o a
s
� ?
d
vOi
Z3
O¢
Q =
O Z
�
J
Z �
w ¢
Z
�
U o_
�
W
O w w
y
� �
W U
F ti o
z >
(} Z
<,
w g
m
�
g Z
Z a Q
� Z�
ED
,ylm
W Z
Z
W W W W
Z ¢Z -
O
O
a
¢ate