20130653 Ver 1_Site Plan_20140331

VICINITY MAP
NTS
MUDDY RUN II MITIGATION PROJECT
NCEEP PROJECT ID #95354
JANUARY 2014
LOCATION: DUPLIN COUNTY, NORTH CAROLINA
ENVIRONMENTAL BANC &EXCHANGE, LLC
909 CAPABILITY DRIVE, SUITE 3100
RALEIGH, NC 27606
LOIS CAROL SMITH AND
07HIR5 DB 8644 PO 69
GLENN T. HU
AND OTHERS
1129, PO 595
I
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rl
t
SHEET LIST
AREA (AC)
WMUs
A
SHEET N0.
SHEET
TITLE
B
RESTORATION
1
Cover
TOTAL
4.92
4.92
la
Aerial View of Project
10,270
3,440
2
Existing Conditions
P1 RESTORATION
1,852
1,852
3
Existing Conditions
l
471
4
4
Existing Conditions
172
5A
P1 RESTORATION
5
Existing Conditions
I
r
rl
t
WETLAND
SHEET LIST
AREA (AC)
WMUs
A
SHEET N0.
SHEET
TITLE
B
RESTORATION
1
Cover
TOTAL
4.92
4.92
la
Aerial View of Project
10,270
3,440
2
Existing Conditions
P1 RESTORATION
1,852
1,852
3
Existing Conditions
707
471
4
4
Existing Conditions
172
5A
P1 RESTORATION
5
Existing Conditions
513
ENHANCEMENTII
401
6
Plan and Profile —
Reach
1
127
7
Plan and Profile —
Reach
2
8
Plan and Profile —
Reach
2
9
Plan and Profile —
Reach
2
10
Plan and Profile —
Reach
2
11
Plan and Profile —
Reach
3A
12
Plan and Profile —
Reach
3A
13
Plan and Profile —
Reach
3A
14
Plan and Profile —
Reach
3A
15
Plan and Profile —
Reach
3A
16
Plan and Profile —
Reach
3A
17
Plan and Profile —
Reach
3A
18
Plan and Profile —
Reach
3A &
36
19
Plan and Profile —
Reach
313
20
Plan and Profile —
Reach
313
21
Plan and Profile —
Reach
313
22
Plan and Profile —
Reach
313 &
3C
23
Plan and Profile —
Reach
3C
24
Plan and Profile —
Reach
4
25
Plan and Profile —
Reach
5A
26
Plan and Profile —
Reach
5A
27
Plan and Profile —
Reach
5A
28
Plan and Profile —
Reach
5A
29
Plan and Profile —
Reach
513
30
Plan and Profile —
Reach
6
31
Plan and Profile —
Reach
6
32
Plan and Profile —
Reach
6
33
Wetland A
34
Wetland B
35
Planting Plan
36
Planting Plan
37
Planting Plan
38
Monitoring Locations
39
Erosion & Sedimentation Control
Plan
40
Erosion & Sedimentation Control
Notes
41
Detail 1
42
Detail 2
43
Detail 3
44
Detail 4
45
Detail 5
WETLAND
MITIGATION TYPE
AREA (AC)
WMUs
A
RESTORATION
3.6
3.6
B
RESTORATION
1.32
1.32
TOTAL
4.92
4.92
MITIGATION TYPE
PROPOSED LENGTH (LF)
SMUs
HEADWATER VALLEY RESTORATION
905
905
P1 RESTORATION
8,607
8,607
ENHANCEMENTI
707
471
ENHANCEMENTII
718
287
TOTAL
10,937
10,270
REACH
MITIGATION TYPE
PROPOSED LENGTH (LF)
SMUs
1
HEADWATER VALLEY RESTORATION
401
401
2
HEADWATER VALLEY RESTORATION
504
504
2
P1 RESTORATION
1,369
1,369
3A
P1 RESTORATION
3,440
3,440
313
P1 RESTORATION
1,852
1,852
3C
ENHANCEMENTI
707
471
4
P1 RESTORATION
172
172
5A
P1 RESTORATION
1,774
1,774
513
ENHANCEMENTII
401
160
6
ENHANCEMENTII
317
127
TOTAL
10,937
10,270
DESIGN CONSULTANT
1W'g0MWK
WDICKSON
community infrastructure consultants
720 CORPORATE CENTER DR
RALEIGH, NC 27607
(919) 782 -0495

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.

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LEGEND_
EXISTING CONTOUR MAJOR
EXISTING CONTOUR MINOR ................................... ...............................
EXISTING BOTTOM OF BANK
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.

MATCH LINE SEE SHEET 5
MATCH LINE SEE SHEET 3
LEGEND
EXISTING CONTOUR MAJOR
EXISTING CONTOUR MINOR
EXISTING BOTTOM OF BANK
EXISTING FENCELINE X
EXISTING TREELINE
EXISTING TOP OF BANK
EXISTING TOE OF BANK
EXISTING PROPERTY LINE
� IR11 leAM21111WL`UR
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
-- 'rB-- - - -- rB --

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.

62
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56
54
52
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..
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0 +00 1 +00 2 +00 3 +00 4 +00 4 +51
0 +00 1 +00 2 +00 3 +00 4 +00 4 +51
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46
44
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TYPICAL CHANNEL CROSS SECTION
(REACH 1)
9.00'
DITCH TIE -IN TYPICAL SECTION
STRUCTURE
FROM
TO
BANK*
STA
ELEV
STA
ELEV
LOG STRUCTURE
0 +12
53.57
- - --
- - --
- - --
LOG STRUCTURE
0 +33
53.45
- - --
- - --
- - --
LOG STRUCTURE
0 +79
53.90
- - --
- - --
L
LOG GRADE CONTROL
0 +87
53.32
- - --
- - --
- - --
LOG STRUCTURE
1 +10
53.20
- - --
- - --
- - --
LOG STRUCTURE
2 +20
52.70
- - --
- - --
- - --
LOG GRADE CONTROL
3 +25
1 52.50
- - --
- - --
- - --
*RIGHT (R) AND LEFT (L) BANK LOCATIONS ARE REFERENCED LOOKING
DOWNSTREAM
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. THE PROPOSED CROSS— SECTIONS SHALL TIE INTO
EXISTING GRADE AT A MAXIMUM SLOPE OF 5H:1V. FOR
ALL AREAS WHERE THE PROPOSED TOP OF BANK
ELEVATION IS GREATER THAN 0.75' BELOW EXISTING
GRADE, A BANKFULL BENCH MUST BE CONSTRUCTED.
SEE TYPICAL CROSS SECTION GRADING DETAIL ON SHEET
45 FOR DIMENSIONS.
6. 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.
7. FILL ALL ABANDONED DITCHES WITHIN THE PROPOSED
EASEMENT PER CHANNEL BACKFILL DETAIL SHOWN ON
SHEET 42 UNLESS DIRECTED OTHERWISE BY THE
ENGINEER.
LEGEND
;OPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(1J 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F -0374 J
FULL SCALE: 1 "= 30 H, 1 " =3 V
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58
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STRUCTURE
FROM
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STA
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STA
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LOG GRADE CONTROL
0 +12
56.50
- - --
- - --
- - --
DIFFUSE FLOW STRUCTURE
0 +42
58.00
- - --
- - --
L
LOG GRADE CONTROL
2 +54
56.05
1 - - --
- - --
- - --
*RIGHT (R) AND LEFT (L) BANK LOCATIONS ARE REFERENCED LOOKING
DOWNSTREAM
2 +00
TING TOP
BANK
EXISTING IRADE PR POSED LOG
GRA E CONTROL
STRUCTURE
2 +00
3 +00
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EXISTING PIPE
3 +00
3 +50
3 +50
TIE TO EXISTING GRADE
(MAX SLOPE 4:1)
62
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REACH 2 PROPOSED GRADING
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'YRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F -0374 J
FULL SCALE: 1 "= 30 H, 1 " =3 V
0 30
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J 1 " = HALF SCALE
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'YRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F -0374 J
FULL SCALE: 1 "= 30 H, 1 " =3 V
0 30
12" = FULL SCALE
J 1 " = HALF SCALE
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58
56
54
53
3 +50 4 +00
REACH 2 PROPOSED GRADING
STA 4 +00
58
60
56
58
54
56
53
-20
REACH 2 PROPOSED GRADING
STA 5 +00
-10
54
53
-20 -10 0 10 20
REACH 2 CROSS SECTIONS
(VERTICAL SCALE 1 " =3'
HORIZONTAL SCALE 1 " =10')
5 +00 6 +00 7 +00 8 +00 8 +50
IN
0 10 20
58
56
54
53
66
FROM
TO
BANK*
STA
ELEV
STA
ELEV
LOG GRADE CONTROL
4 +97
55.42
— — — —
— — — —
- - --
LOG TOE PROTECTION
5 +92
54.70
6 +00
54.70
R
BEDDED LOG STRUCTURE
6 +45
54.68
— — — —
— — — —
- - --
LOG GRADE CONTROL
7 +32
54.41
- - --
- - --
64
BEDDED LOG STRUCTURE
8 +00
54.34
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- - --
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PROPO SED LOG
52
STRUCTURE
ISTING
GRAD
PROPO
ED CHANNEL
PROPOSED LO
BOTTOM
CENTERLINE
GRADE CONTROL
STRUCTUR
50
-
48
3 +50
4 +00
5 +00
6 +00
7 +00
8 +00
8 +50
66
64
62
60
58
56
54
52
50
48
f'
+ S
TYPICAL O
7M ■
STRUCTURE
FROM
TO
BANK*
STA
ELEV
STA
ELEV
LOG GRADE CONTROL
4 +97
55.42
— — — —
— — — —
- - --
LOG TOE PROTECTION
5 +92
54.70
6 +00
54.70
R
BEDDED LOG STRUCTURE
6 +45
54.68
— — — —
— — — —
- - --
LOG GRADE CONTROL
7 +32
54.41
- - --
- - --
- - --
BEDDED LOG STRUCTURE
8 +00
54.34
- - --
- - --
- - --
*RIGHT (R) AND LEFT (L) BANK LOCATIONS ARE REFERENCED LOOKING
DOWNSTREAM
PYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F -0374 J
FULL SCALE: 1 "= 30 H, 1 " =3 V
0 30 60
12" = FULL SCALE
11 - 1" = HALF SCALE
W
H
Q
0 �
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PROD. DATE: OCT 2012
Q. C.: FM
Q.C. DATE: AUG 2013
DRAWING NUMBER:
8
PROJ. NO.:
20120090.00. RA
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DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(1J 919.782.9672
www.wkdickson.com
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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. THE PROPOSED CROSS— SECTIONS SHALL TIE INTO
EXISTING GRADE AT A MAXIMUM SLOPE OF 5H:1V. FOR
ALL AREAS WHERE THE PROPOSED TOP OF BANK
ELEVATION IS GREATER THAN 0.75' BELOW EXISTING
GRADE, A BANKFULL BENCH MUST BE CONSTRUCTED.
SEE TYPICAL CROSS SECTION GRADING DETAIL ON SHEET
45 FOR DIMENSIONS.
6. UNLESS NOTED OTHERWISE, FILL MATERIAL GENERATED
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BE PLACED INSIDE THE EXISTING CHANNEL TO BE
ABANDONED AT AN ELEVATION THAT PROVIDES POSITIVE
DRAINAGE TOWARDS THE PROPOSED CHANNEL.
7. FILL ALL ABANDONED DITCHES WITHIN THE PROPOSED
EASEMENT PER CHANNEL BACKFILL DETAIL SHOWN ON
SHEET 42 UNLESS DIRECTED OTHERWISE BY THE
ENGINEER.
LEGEND
OPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F -0374 J
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45 FOR DIMENSIONS.
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SHEET 42 UNLESS DIRECTED OTHERWISE BY THE
ENGINEER.
LEGEND
OPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(17 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F -0374 J
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SHALL NOT BE PLACED, PILED OR STORED WITHIN THE
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45 FOR DIMENSIONS.
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ABANDONED AT AN ELEVATION THAT PROVIDES POSITIVE
DRAINAGE TOWARDS THE PROPOSED CHANNEL.
7. FILL ALL ABANDONED DITCHES WITHIN THE PROPOSED
EASEMENT PER CHANNEL BACKFILL DETAIL SHOWN ON
SHEET 42 UNLESS DIRECTED OTHERWISE BY THE
ENGINEER.
LEGEND
�OPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWIRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLYCOPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATUREAND SEALSHALL BE CONSIDERED TO BEVALID, TRUE COPIES.
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
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12101219111,
'OPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLYCOPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATUREAND SEALSHALL BE CONSIDERED TO BEVALID, TRUE COPIES.
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 30 H, 1 "=3 V
0 30 60
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DESIGNATED STOCKPILE AREAS.
3. ALL IMPERVIOUS DIKES AND BYPASS PUMPING EQUIPMENT
SHALL BE MODIFIED AT THE END OF EACH DAY TO RESTORE
NORMALIFLOW 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. THE PROPOSED CROSS—SECTIONS SHALL TIE INTO EXISTING
GRADE ATA MAXIMUM SLOPE OF 5H:1V. FORALLAREAS
WHERE THE PROPOSED TOP OF BANK ELEVATION IS GREATER
THAN 0.75' BELOW EXISTING GRADE, A BANKFULL BENCH
MUST BE CONSTRUCTED. SEE TYPICAL CROSS SECTION
GRADING DETAIL ON SHEET 45 FOR DIMENSIONS.
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PLACED INSIDE THE EXISTING CHANNEL TO BE ABANDONED AT
AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE TOWARDS
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7. FILL ALL ABANDONED DITCHES WITHIN THE PROPOSED
EASEMENT PER CHANNEL BACKFILL DETAIL SHOWN ON SHEET
42 UNLESS DIRECTED OTHERWISE BY THE ENGINEER.
1:1110121,121K
OPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLYCOPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATUREAND SEALSHALL BE CONSIDERED TO BEVALID, TRUE COPIES.
D%w I
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 30 H, 1 "=3 V
0 30 60
2" = FULL SCALE
IS 1 " = HALF SCALE
PROJ. DATE: �OCT 2012
Q.C.: FM
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*RIGHT (R) AND LEFT Q BANK LOCATIONS ARE REFERENCED LOOKING
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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. THE PROPOSED CROSS—SECTIONS SHALL TIE INTO EXISTING
GRADE ATA MAXIMUM SLOPE OF 5H:1V. FORALLAREAS
WHERE THE PROPOSED TOP OF BANK ELEVATION IS GREATER
THAN 0.75' BELOW EXISTING GRADE, A BANKFULL BENCH
MUST BE CONSTRUCTED. SEE TYPICAL CROSS SECTION
GRADING DETAIL ON SHEET 45 FOR DIMENSIONS.
6. 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.
7. FILL ALL ABANDONED DITCHES WITHIN THE PROPOSED
EASEMENT PER CHANNEL BACKFILL DETAIL SHOWN ON SHEET
42 UNLESS DIRECTED OTHERWISE BY THE ENGINEER.
LEGEND
DPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWIRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLYCOPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATUREAND SEALSHALL BE CONSIDERED TO BEVALID, TRUE COPIES.
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 30 H, 1 "=3 V
0 30 60
2" = FULL SCALE
IS 1 " = HALF SCALE
PROJ. DATE: OCT 2012
Q.C.: FM
Q.C. DATE: AUG 2013
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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
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PLACED, PILED OR STORED WITHIN THE CRITICAL ROOT ZONE
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AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE TOWARDS
THE PROPOSED CHANNEL.
7. FILL ALL ABANDONED DITCHES WITHIN THE PROPOSED
EASEMENT PER CHANNEL BACKFILL DETAIL SHOWN ON SHEET
42 UNLESS DIRECTED OTHERWISE BY THE ENGINEER.
LEGEND
OPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLYCOPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATUREAND SEALSHALL BE CONSIDERED TO BEVALID, TRUE COPIES.
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 30 H, 1 "=3 V
0 30 60
2" = FULL SCALE
1 " = HALF SCALE
PROJ. DATE: �OCT 2012
Q.C.: FM
Q.C. DATE: �AUG 2013
DRAWING NUMBER:
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12101219111,
:OPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLYCOPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATUREAND SEALSHALL BE CONSIDERED TO BEVALID, TRUE COPIES.
D%w I
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 30 H, 1 "=3 V
0 30 60
2" = FULL SCALE
IS 1 " = HALF SCALE
LOG GRADE
bi
CONTROL
(PROFILE)
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:OPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLYCOPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATUREAND SEALSHALL BE CONSIDERED TO BEVALID, TRUE COPIES.
D%w I
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 30 H, 1 "=3 V
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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. THE PROPOSED CROSS—SECTIONS SHALL TIE INTO EXISTING
GRADE ATA MAXIMUM SLOPE OF 5H:1V. FORALLAREAS
WHERE THE PROPOSED TOP OF BANK ELEVATION IS GREATER
THAN 0.75' BELOW EXISTING GRADE, A BANKFULL BENCH
MUST BE CONSTRUCTED. SEE TYPICAL CROSS SECTION
GRADING DETAIL ON SHEET 45 FOR DIMENSIONS.
6. 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.
7. FILL ALL ABANDONED DITCHES WITHIN THE PROPOSED
EASEMENT PER CHANNEL BACKIFILL DETAIL SHOWN ON SHEET
42 UNLESS DIRECTED OTHERWISE BY THE ENGINEER.
LEGEND
:OPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWIRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLYCOPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATUREAND SEALSHALL BE CONSIDERED TO BEVALID, TRUE COPIES.
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 30
0 30
2" = FULL SCALE
1 - �=HALF SCALE
PROJ. DATE: �OCT 2012
Q.C.: FM
Q.C. DATE: �AUG 2013
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119
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)PYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLYCOPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATUREAND SEALSHALL BE CONSIDERED TO BEVALID, TRUE COPIES.
DICKSON
Transportation + Water Resources
Urban Development + Geornatics
Raleigh, NIC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 30
0 30
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*RIGHT (R) AND LEFT (L) BANK LOCATIONS ARE REFERENCED LOOKING DOWNSTREAM
)PYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLYCOPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATUREAND SEALSHALL BE CONSIDERED TO BEVALID, TRUE COPIES.
DICKSON
Transportation + Water Resources
Urban Development + Geornatics
Raleigh, NIC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 30
0 30
2" = FULL SCALE
1 " = HALF SCALE
PROJ. DATE: �OCT 2012
Q.C.: FM
Q.C. DATE: �AUG 2013
DRAWING NUMBER:
Oft AN&
20
PROJ. NO.:
20120090.00.RA
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STRUCTURE
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54
52
50
ER
46
44
42
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K-11
36
7
2.00
Am
Mw
IL I
TYPICAL LEFT MEANDER CROSS SECTION
TYP. SECTIONS STA49+00 T056+78,
LR EACH �LBJ
STRUCTURE
FROM
TO
BANK*
____T
STA
ELEV
STA
ELEV
LOG TOE PROTECTION
50+42
44.55
50+50
44.55
R
LOG GRADE CONTROL
51+50
44.01
----
----
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j LOG TOE PROTECTION
52+17
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1 52+25
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53+52
44.06
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*RIGHT (R) AND LEFT (L) BANK LOCATIONS ARE REFERENCED LOOKING DOWNSTREAM
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. THE PROPOSED CROSS—SECTIONS SHALL TIE INTO EXISTING
GRADE ATA MAXIMUM SLOPE OF 5H:1V. FORALLAREAS
WHERE THE PROPOSED TOP OF BANK ELEVATION IS GREATER
THAN 0.75' BELOW EXISTING GRADE, A BANKFULL BENCH
MUST BE CONSTRUCTED. SEE TYPICAL CROSS SECTION
GRADING DETAIL ON SHEET 45 FOR DIMENSIONS.
6. 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.
7. FILL ALL ABANDONED DITCHES WITHIN THE PROPOSED
EASEMENT PER CHANNEL BACKFILL DETAIL SHOWN ON SHEET
42 UNLESS DIRECTED OTHERWISE BY THE ENGINEER.
LEGEND
OPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLYCOPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATUREAND SEALSHALL BE CONSIDERED TO BEVALID, TRUE COPIES.
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 30
0 30
2" - FULL SCALE
HALF SCALE
PROJ. DATE: OCT 2012
Q.C.: FM
Q.C. DATE: AUG 2013
DRAWING NUMBER:
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GRADE LEFT BANK (STA
18'PT
Z
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46
44
42
1"I
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MUMMIC U. MLL
DB 877, PG 543 Ayx
END REACH3B.
BEGIN REACH3C.
GRADE RIGHT BANK (STA
57+70 TO 58+70) PER
TYP BANK GRADING
DETAIL (OPT 2).
SEE SFEET 39.
55+00 56+00 57+00 58+00 59+00 60+00
55+00 56+00 57+00 58+00 59+00 60+00
50
1211�
46
44
42
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TYIP. SECTIONS STA&2+00 T056+78,
LREACH 3113),
REACH3C NOTE:
PROPOSED ENHANCEMENT AND FLOODPLAIN
BENCH GRADING, PER LOCATIONS SHOWN IN
TABLE BELOW. SEE TYPICAL BANK GRADING
OPTION 2 DETAIL ON SHEET 45.
BANK GRADING
FROM
BANK (FACING
DOWNSTREAM)
STATION
LEFT
56+85 —
57+80
RIGHT
57+70 —
58+70
LEFT
58+50
61+15
RIGHT
61+15
61+70
LEFT
61+60
62+50
REACH
3B
REAC H 3C
LEFT
63+49--
LO
— — — —
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56+48
42.50
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56+58
1 42.00
— — — —
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---e
't
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56+78
41.00
— — — —
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LU
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57+18
— — — —
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57+80
— — — —
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—
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— -------------- r 'M E_.G1E)NT4R0L_
'R
STRUCTURE
V
\L—STA:58+35.4
TA:58+05.1
ELEV:40.39 ELEV:40.48
PROPOSE 42" FCPE
INV IN EL 39.39
INV OUT L=39.38
55+00 56+00 57+00 58+00 59+00 60+00
50
1211�
46
44
42
Kul
W-1
36
34
11
Mw
IL I
TYPICAL LEFT MEANDER CROSS SECTION
TYIP. SECTIONS STA&2+00 T056+78,
LREACH 3113),
REACH3C NOTE:
PROPOSED ENHANCEMENT AND FLOODPLAIN
BENCH GRADING, PER LOCATIONS SHOWN IN
TABLE BELOW. SEE TYPICAL BANK GRADING
OPTION 2 DETAIL ON SHEET 45.
BANK GRADING
FROM
BANK (FACING
DOWNSTREAM)
STATION
LEFT
56+85 —
57+80
RIGHT
57+70 —
58+70
LEFT
58+50
61+15
RIGHT
61+15
61+70
LEFT
61+60
62+50
RIGHT
62+40
63+45
LEFT
63+49--
64+10
STRUCTURE
FROM
TO
BANK*
STA 7
ELEV
STA
ELEV
BEDDED LOG STRUCTURE
55+07
43.59
— — — —
— — — —
— — — —
LOG GRADE CONTROL
56+27
43.32
— — — —
— — — —
— — — —
LOG STRUCTURE
56+38
43.00
— — — —
— — — —
— — — —
LOG STRUCTURE
56+48
42.50
— — — —
— — — —
— — — —
LOG STRUCTURE
56+58
1 42.00
— — — —
— — — —
— — — —
LOG STRUCTURE
56+68
41.50
— — — —
— — — —
— — — —
LOG STRUCTURE
56+78
41.00
— — — —
— — — —
— — — —
VEGETATED SILL
57+01
— — — —
57+18
— — — —
L
VEGETATED SILL
57+80
— — — —
57+98
— — — —
R
VEGETATED SILL
58+84
— —
1 59+02
— — — —
L
*RIGHT (R) AND LEFT (L) BANK LOCATIONS ARE REFERENCED LOOKING DOWNSTREAM
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. THE PROPOSED CROSS—SECTIONS SHALL TIE INTO EXISTING
GRADE ATA MAXIMUM SLOPE OF 5H:1V. FORALLAREAS
WHERE THE PROPOSED TOP OF BANK ELEVATION IS GREATER
THAN 0.75' BELOW EXISTING GRADE, A BANKFULL BENCH
MUST BE CONSTRUCTED. SEE TYPICAL CROSS SECTION
GRADING DETAIL ON SHEET 45 FOR DIMENSIONS.
6. 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.
7. FILL ALL ABANDONED DITCHES WITHIN THE PROPOSED
EASEMENT PER CHANNEL BACKFILL DETAIL SHOWN ON SHEET
42 UNLESS DIRECTED OTHERWISE BY THE ENGINEER.
LEGEND
OPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWIRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLYCOPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATUREAND SEALSHALL BE CONSIDERED TO BEVALID, TRUE COPIES.
D%w I
,DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 30
0 30
2" = FULL SCALE
HALF SCALE
PROJ. DATE: OCT 2012
Q.C.: FM
Q.C. DATE: AUG 2013
DRAWING NUMBER:
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Q.C. DATE: AUG 2013
DRAWING NUMBER:
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PROJ. NO.:
20120090.00.RA
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52
50
46
44
42
40
K"
36
34
59+50 60+00 61+00 62+00 63+00 64+00 64+39
59+50 60+00 61+00 62+00 63+00 64+00 64+39
52
50
M;
46
44
42
Im
W.
BLIV
34
REACH 3C NOTE:
PROPOSED ENHANCEMENT AND FLOODPLAIN
BENCH GRADING, PER LOCATIONS SHOWN IN
TABLE BELOW. SEE TYPICAL BANK GRADING
OPTION 2 DETAIL ON SHEET 45.
BANK GRADING
FROM
BANK(FACING
DOWNSTREAM)
STATION
LEFT
56+85 - 57+80
RIGHT
57+70 - 58+70
LEFT
58+50 - 61+15
RIGHT
61+15 - 61+70
LEFT
61+60 - 62+50
RIGHT
62+40 - 63+45
LEFT
63+45 - 64+10
STRUCTURE
FROM
TO
BANK*
STA
ELEV
STA
ELEV
LOG GRADE CONTROL
60+27
39.95
----
----
----
VEGETATED SILL
60+49
----
60+67
----
L
VEGETATED SILL
61+78
----
61+96
----
R
LOG GRADE CONTROL
62+93
39.70
-----
----
LOG TOE PROTECTION
LOG STRUCTURE
63+60
39.60
----
----
(SEE DETAIL SHEET 44)
*RIGHT (R) AND LEFT (L) BANK LOCATIONS ARE REFERENCED LOOKING DOWNSTREAM
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. THE PROPOSED CROSS-SECTIONS SHALL TIE INTO EXISTING
GRADE ATA MAXIMUM SLOPE OF 5H:1V. FORALLAREAS
WHERE THE PROPOSED TOP OF BANK ELEVATION IS GREATER
THAN 0.75' BELOW EXISTING GRADE, A BANKFULL BENCH
MUST BE CONSTRUCTED. SEE TYPICAL CROSS SECTION
GRADING DETAIL ON SHEET 45 FOR DIMENSIONS.
6. 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.
7. FILL ALL ABANDONED DITCHES WITHIN THE PROPOSED
EASEMENT PER CHANNEL BACKIFILL DETAIL SHOWN ON SHEET
42 UNLESS DIRECTED OTHERWISE BY THE ENGINEER.
LEGEND
EXISTING CONTOUR MAJOR ----50----
EXISTING CONTOUR MINOR .....
.......... .......... ..... 46 ...... .......... ......... ......
PROPOSED CONTOUR MAJOR
PROPOSED CONTOUR MINOR
------
PROPOSED SPOT SHOT
x 49 . 32
EXISTING TOP OF BANK
TB ---
EXISTING BOTTOM OF BANK
PROPOSED CENTERLINE
OFCHANNEL
EXISTING FIENCELINE
X- — —X— — -X
EXISTING TREELINE
(_y_y_y_y_y_y_y_*�'
PROPOSED CHANNEL BOTTOM
PROPOSED TOP OF BANK
LIMITS OFPROPOSED
OC
CONSERVATION EASEMENT
LCE
LOG TOE PROTECTION
(SEE DETAIL SHEET 42)
LOG STRUCTURE
Z
(SEE DETAIL SHEET 44)
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(SEE DETAIL SFEET 42)
WETLAND DEPRESSION
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(SEE DETAIL SHEET 44)
.............
DIFFUSE FLOW STRUCTURE . .................
.................
..................
..................
(SEE DETAIL SHEET 44) . .................
..................
.................
LOG GRADE
CONTROL
(PRO FILE)
LOG STRUCTURE
(PRO FILE)
BEDDED
LOG STRUCTURE
(PRO FILE) 0
DOPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLYCOPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATUREAND SEALSHALL BE CONSIDERED TO BEVALID, TRUE COPIES.
WK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 30 H, 1 "=3 V
0 30
2" = FULL SCALE
IS 1 " = HALF SCALE
PROJ. DATE: �OCT 2012
Q.C.: FM
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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. THE PROPOSED CROSS—SECTIONS SHALL TIE INTO EXISTING
GRADE ATA MAXIMUM SLOPE OF 5H:1V. FORALLAREAS
WHERE THE PROPOSED TOP OF BANK ELEVATION IS GREATER
THAN 0.75' BELOW EXISTING GRADE, A BANKFULL BENCH
MUST BE CONSTRUCTED. SEE TYPICAL CROSS SECTION
GRADING DETAIL ON SHEET 45 FOR DIMENSIONS.
6. 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.
7. FILL ALL ABANDONED DITCHES WITHIN THE PROPOSED
EASEMENT PER CHANNEL BACKFILL DETAIL SHOWN ON SHEET
42 UNLESS DIRECTED OTHERWISE BY THE ENGINEER.
12101219111,
OPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWIRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLYCOPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATUREAND SEALSHALL BE CONSIDERED TO BEVALID, TRUE COPIES.
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 30 H, 1 "=3 V
0 30 60
2" = FULL SCALE
IS 1 " = HALF SCALE
LOG GRADE
bi
CONTROL
(PROFILE)
LOG STRUCTURE
(PROFILE)
BEDDED
LOG STRUCTURE
(PROFILE)
OPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWIRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLYCOPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATUREAND SEALSHALL BE CONSIDERED TO BEVALID, TRUE COPIES.
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 30 H, 1 "=3 V
0 30 60
2" = FULL SCALE
IS 1 " = HALF SCALE
PROJ. DATE: OCT 2012
Q.C.: �FM
Q.C. DATE: �AUG 2013
DRAWING NUMBER:
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*RIGHT (R) AND LEFT (L) BANK LOCATIONS ARE REFERENCED LOOKING DOWNSTREAM
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. THE PROPOSED CROSS-SECTIONS SHALL TIE INTO EXISTING
GRADE ATA MAXIMUM SLOPE OF 5H:1V. FORALLAREAS
WHERE THE PROPOSED TOP OF BANK ELEVATION IS GREATER
THAN 0.75' BELOW EXISTING GRADE, A BANKFULL BENCH
MUST BE CONSTRUCTED. SEE TYPICAL CROSS SECTION
GRADING DETAIL ON SHEET 45 FOR DIMENSIONS.
6. 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.
7. FILL ALL ABANDONED DITCHES WITHIN THE PROPOSED
EASEMENT PER CHANNEL BACKFILL DETAIL SHOWN ON SHEET
42 UNLESS DIRECTED OTHERWISE BY THE ENGINEER.
LEGEND
DPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWIRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLYCOPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATUREAND SEALSHALL BE CONSIDERED TO BEVALID, TRUE COPIES.
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 30 H, 1 "=3 V
0 30 60
2" = FULL SCALE
IS 1 " = HALF SCALE
PROJ. DATE: �OCT 2012
Q.C.: FM
Q.C. DATE: �AUG 2013
DRAWING NUMBER:
aft w=
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LEGEND
:OPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLYCOPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATUREAND SEALSHALL BE CONSIDERED TO BEVALID, TRUE COPIES.
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
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MUST BE CONSTRUCTED. SEE TYPICAL CROSS SECTION
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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.
7. FILL ALL ABANDONED DITCHES WITHIN THE PROPOSED
EASEMENT PER CHANNEL BACKIFILL DETAIL SHOWN ON SHEET
42 UNLESS DIRECTED OTHERWISE BY THE ENGINEER.
LEGEND
:OPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLYCOPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATUREAND SEALSHALL BE CONSIDERED TO BEVALID, TRUE COPIES.
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geornatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 30 H, 1 "=3 V
0 30 60
2" = FULL SCALE
IS 1 " = HALF SCALE
PROJ. DATE: OCT 2012
Q.C.: FM
Q.C. DATE: AUG 2013
DRAWING NUMBER:
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40
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36
34
32
30
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11
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TYPICAL LEFT MEANDER CROSS SECTION
"'A ams diiiiiii M rel 0 Ism , I I
REACH513 NOTE:
PROPOSED ENHANCEMENT AND FLOODPLAIN
GRADING. LAYBACK RIGHT BANK PER
TYPICAL BANK GRADING (OPTION 1) DETAIL
ON SHEET 45, FROM STA 18+20 TO STA
22+28.
STRUCTURE
FROM
TO
BANK*
STA
ELEV
STA
ELEV
LOG TOE PROTECTION
15+85
36.13
15+93
36.13
R
BEDDED LOG STRUCTURE
16+11
36.42
----
----
----
LOG GRADE CONTROL
17+09
36.16
----
----
----
LOG STRUCTURE
17+36
35.73
----
----
----
LOG STRUCTURE
17+48
35.20
----
----
----
LOG STRUCTURE
17+60
34.66
----
----
----
LOG STRUCTURE
17+72
34.13
----
----
----
LOG OUTLET STRUCTURE
17+82
36.75
----
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L
LOG GRADE CONTROL
17+9LL33.25
x
----
----
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LOG OUTLET STRUCTURE
18+18
1 35.75
— — — —
— — — —
R
*RIGHT (R) AND LEFT (L) BANK LOCATIONS ARE REFERENCED LOOKING DOWNSTREAM
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. THE PROPOSED CROSS—SECTIONS SHALL TIE INTO EXISTING
GRADE ATA MAXIMUM SLOPE OF 5H:1V. FORALLAREAS
WHERE THE PROPOSED TOP OF BANK ELEVATION IS GREATER
THAN 0.75' BELOW EXISTING GRADE, A BANKFULL BENCH
MUST BE CONSTRUCTED. SEE TYPICAL CROSS SECTION
GRADING DETAIL ON SHEET 45 FOR DIMENSIONS.
6. 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.
7. FILL ALL ABANDONED DITCHES WITHIN THE PROPOSED
EASEMENT PER CHANNEL BACKFILL DETAIL SHOWN ON SHEET
42 UNLESS DIRECTED OTHERWISE BY THE ENGINEER.
1111011111W
:OPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWIRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLYCOPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATUREAND SEALSHALL BE CONSIDERED TO BEVALID, TRUE COPIES.
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 30 H, 1 "=3 V
0 30 60
2" = FULL SCALE
1 " = HALF SCALE
PROJ. DATE: OCT 2012
Q.C.: FM
Q.C. DATE: AUG 2013
DRAWING NUMBER:
20ft 8
PROJ. NO.:
20120090.00.RA
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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. THE PROPOSED CROSS-SECTIONS SHALL TIE INTO EXISTING
GRADE ATA MAXIMUM SLOPE OF 5H:1V. FORALLAREAS
WHERE THE PROPOSED TOP OF BANK ELEVATION IS GREATER
THAN 0.75' BELOW EXISTING GRADE, A BANKFULL BENCH
MUST BE CONSTRUCTED. SEE TYPICAL CROSS SECTION
GRADING DETAIL ON SHEET 45 FOR DIMENSIONS.
6. 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.
7. FILL ALL ABANDONED DITCHES WITHIN THE PROPOSED
EASEMENT PER CHANNEL BACKFILL DETAIL SHOWN ON SHEET
42 UNLESS DIRECTED OTHERWISE BY THE ENGINEER.
LEGEND
20+00 21+00 22+00 23+00
44
42
40
FM
36
EXISTING CONTOUR MAJOR -
— — -50 - — — -
bi
EXISTING CONTOUR MINOR .....
.......... .......... ..... 46 ...... .......... ......... ......
..... . . . ...... .........
PROPOSED CONTOUR MAJOR
EXI TI G GRADE
PROPOSED CONTOUR MINOR
C0
Y OF GOD, IN C.
w
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21
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x 49.32
EXISTING TOP OF BANK
TB ---
34
EXISTING BOTTOM OF BANK
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DIFFUSE FLOW STRUCTURE
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Z
PROPOSED CHANNEL BOTTOM
z
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32
LIMITS OFPROPOSED
LCE
CONSERVATION EASEMENT
F-
.................
.............
LOG TOE PROTECTION
0
(SEE DETAIL SHEET 42)
LOG GRADE
LOG STRUCTURE
(SEE DETAIL SHEET 44)
REACH513 NOTE:
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30
STRUCTURE
z
(SEE DETAIL SHEET 42)
(PRO FILE)
PROPOSED ENHANCEMENT AND FLOODPLAIN
VEGETATED SILL
z
GRADING. LAYBACK RIGHT BANK PER
(SEE DETAIL SHEET 42)
L0
TYPICAL BANK GRADING (OPTION 1) DETAIL
�--
X:
WETLAND DEPRESSION
ON SHEET 45, FROM STA 18+20 TO STA
(PRO FILE)
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PROPOSED FILL AREA
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20+00 21+00 22+00 23+00
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'OPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWIRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLYCOPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATUREAND SEALSHALL BE CONSIDERED TO BEVALID, TRUE COPIES.
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 30 H, 1 "=3 V
0 30 60
2" = FULL SCALE
IS 1 " = HALF SCALE
PROJ. DATE: OCT 2012
Q.C.: I'M
Q.C. DATE: AUG 2013
DRAWING NUMBER:
20ft 9
PROJ. NO.:
20120090.00.RA
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a: ■ -
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CIO JOYCE HARDISON x{
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L
0 +00 1+00 2 +00 3 +00 4+00 5 +00 5 +50
46
44
42
40
REACH 6 NOTE:
FILL CHANNEL FROM STA 3 +65 TO STA
15 +77 TO PROPOSED ELEVATIONS SHOWN
IN PROFILE. USE EXISTING SPOIL
ADJACENT TO CHANNEL AS FILL MATERIAL.
SEE TYPICAL BANK GRADING OPTION 1
DETAIL ON SHEET 45.
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. THE PROPOSED CROSS — SECTIONS SHALL TIE INTO EXISTING
GRADE AT A MAXIMUM SLOPE OF 5H:1V. FOR ALL AREAS
WHERE THE PROPOSED TOP OF BANK ELEVATION IS GREATER
THAN 0.75' BELOW EXISTING GRADE, A BANKFULL BENCH
MUST BE CONSTRUCTED. SEE TYPICAL CROSS SECTION
GRADING DETAIL ON SHEET 45 FOR DIMENSIONS.
6. 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.
7. FILL ALL ABANDONED DITCHES WITHIN THE PROPOSED
EASEMENT PER CHANNEL BACKFILL DETAIL SHOWN ON SHEET
42 UNLESS DIRECTED OTHERWISE BY THE ENGINEER.
LEGEND
FLOODPLAIN SILL
38 38 (SEE DETAIL SKEET 44),
DIFFUSE FLOW STRUCTURE
36 36 (SEE DETAIL SHEET 44)
P
0
ROPOSE CHANNEL
BOTTOM ENTERLINE
34 34 LOG GRADE
CONTROL
(PRO FILE)
32 32 LOG STRUCTURE
(PRO FILE)
BEDDED n
30 30 LOG STRUCTURE
r:
0 +00 1+00 2 +00 3 +00 4+00 5 +00 5 +50
IMI
'OPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F -0374 J
FULL SCALE: 1 "= 30 H, 1 " =3 V
0 30
2" = FULL SCALE
1 " = HALF SCALE
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PROD. DATE: OCT 2012
Q.C.: FM
Q.C. DATE: AUG 2013
DRAWING NUMBER:
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PROJ. NO.:
20120090.00. RA

AULINE L. SMITH
WORTH L. LANDER
DB 656, PG 471
WOODS
/--REACH 6
-IJ
46
44
42
40
38
36
34
32
30
28
27
Yg
5+50 6+00 7+00 8+00 9+00 10+00 11+00
5+50 6+00 7+00 8+00 9+00 10+00 11+00
46
44
42
40
38
36
34
32
30
28
27
REACH6 NOTE:
FILL CHANNEL FROM STA 3+65 TO STA
15+77 TO PROPOSED ELEVATIONS SHOWN
IN PROFILE. USE EXISTING SPOIL
ADJACENT TO CHANNEL AS FILL MATERIAL.
SEE TYPICAL BANK GRADING OPTION 1
DETAIL ON SHEET 45.
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. THE PROPOSED CROSS—SECTIONS SHALL TIE INTO EXISTING
GRADE AT MAXIMUM SLOPE OF 5H:1V. FOR ALL AREAS
WHERE THE PROPOSED TOP OF BANK ELEVATION IS GREATER
THAN 0.75' BELOW EXISTING GRADE, A BANKFULL BENCH
MUST BE CONSTRUCTED. SEE TYPICAL CROSS SECTION
GRADING DETAIL ON SHEET 45 FOR DIMENSIONS.
6. 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.
7. FILL ALL ABANDONED DITCHES WITHIN THE PROPOSED
EASEMENT PER CHANNEL BACKFILL DETAIL SHOWN ON SHEET
42 UNLESS DIRECTED OTHERWISE BY THE ENGINEER.
LEGEND
EXISTING CONTOUR MAJOR ----50----
EXISTING CONTOUR MINOR .....
.......... .......... ..... 46 ...... .......... ......... ......
PROPOSED CONTOUR MAJOR
------
PROPOSED CONTOUR MINOR
------
PROPOSED SPOT SHOT
x 49.32
EXISTING TOP OF BANK
--- TB ---
EXISTING BOTTOM OF BANK
PROPOSED CENTERLINE
OFCHANNEL
EXISTING FENCELINE
EXISTING TREELINE
ry_y_f_y_ry_e_1N'
PROPOSED CHANNEL BOTTOM
PROPOSED TOP OF BANK
LIMITS OFPROPOSED
OC
CONSERVATION EASEMENT
LCE
LOG TOE PROTECTION
(SEE DETAIL SHEET 42)
LOG STRUCTURE
Z
(SEE DETAIL SHEET 44)
LOG GRADE CONTROL
STRUCTURE
z
(SEE DETAIL SHEET 42)
_r
VEGETATED SILL
(SEE DETAIL SHEET 42)
WETLAND DEPRESSION
PROPOSED FILL AREA
PROPOSED WETLAND
P-
PROPOSED CHANNEL PLUG
x
(SEE DETAIL SHEET 42)
F-
<
CHANNEL PLUG W/
OVER FLOW
SPILLWAY
LARGMOK9BRITN'
06
(SEE DETAIL SHEET 44)
(0
LEAF PACK
(SEE DETAIL SHEET 43)
+
SMALL WOODYDEBRIS
0
(SEE DETAIL SHEET 43)
FLOODPLAIN SILL cz�
(SEE DETAIL SHEET 44)
.............
DIFFUSE FLOW STRUCTURE . .................
.................
.................
(SEE DETAIL SHEET 44) . .................
.................
.................
.................
..........
LOG GRADE
CONTROL
(PRO FILE)
LOG STRUCTURE
(PRO FILE)
BEDDED
LOG STRUCTURE
(PRO FILE) 0
COPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
WK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 30 H, 1 "=3 V
0 30
2" = FULL SCALE
IS 1 " = HALF SCALE
PROD. DATE: �OCT 2012
Q.C.: FM
Q.C. DATE: AUG 2013
DRAWING NUMBER:
lalh A
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B __0
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20120090.00. RA
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Ir
Ir
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0 T_
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PROD. DATE: �OCT 2012
Q.C.: FM
Q.C. DATE: AUG 2013
DRAWING NUMBER:
lalh A
% No
B __0
%) I
PROJ. NO.:
20120090.00. RA

L0
N
w
w
�r
U)
w
w
U)
w
z
44
42
40
36
34
32
"I
26
11+00 12+00 13+00 14+00 15+00 15+90
11+00 12+00 13+00 14+00 15+00 15+90
44
42
40
W;
36
34
32
30
W.
26
aw
Vi
REACH6 NOTE:
FILL CHANNEL FROM STA 3+65 TO STA
15+77 TO PROPOSED ELEVATIONS SHOWN
IN PROFILE. USE EXISTING SPOIL
ADJACENT TO CHANNEL AS FILL MATERIAL.
SEE TYPICAL BANK GRADING OPTION 1
DETAIL ON SHEET 45.
STRUCTURE
FROM
TO
BANK*
C�
ELEV
REACH 6
ELEV
LOG GRADE CONTROL
>
37.64
ENHANCEMENTII
----
----
LOG GRADE CONTROL
15+44
37.51
----
----
w
PROPOS D
EXISTING TREELINE
ry_y_f_y_ry_e_1N'
PROPOSED CHANNEL BOTTOM
CHANNEL
LIMITS OFPROPOSED
E
CONSERVATION EASEMENT
BOTTOM
LOG TOE PROTECTION
(SEE DETAIL SHEET 42)
CENTERL NE
NE
Z
(SEE DETAIL SHEET 44)
LOG GRADE CONTROL
STRUCTURE
z
(SEE DETAIL SHEET 42)
VEGETATED SILL
PROPOSED LOG
(SEE DETAIL SHEET 42)
TIE-IN TO
WETLAND DEPRESSION
EXISTING G DE
GRADE CDNTROL
REACH 5A
PROPOSED WETLAND
STRUCTLIRE
PROPOSED CHANNEL PLUG
(SEE DETAIL SHEET 42)
PROPOSEDLOG
F-
<
CHANNEL PLUG W/
GRADE CONT ',OL
SPILLWAY
LARGM0MVIBRIN'
STRUCT RE
(SEE DETAIL SHEET 44)
(0
LEAFPACK
(SEE DETAIL SHEET 43)
+
SMALL WOODYIDEBRIS
11+00 12+00 13+00 14+00 15+00 15+90
44
42
40
W;
36
34
32
30
W.
26
aw
Vi
REACH6 NOTE:
FILL CHANNEL FROM STA 3+65 TO STA
15+77 TO PROPOSED ELEVATIONS SHOWN
IN PROFILE. USE EXISTING SPOIL
ADJACENT TO CHANNEL AS FILL MATERIAL.
SEE TYPICAL BANK GRADING OPTION 1
DETAIL ON SHEET 45.
STRUCTURE
FROM
TO
BANK*
STA
ELEV
STA
ELEV
LOG GRADE CONTROL
12+60
37.64
----
----
----
LOG GRADE CONTROL
15+44
37.51
----
----
----
*RIGHT (R) AND LEFT (L) BANK LOCATIONS ARE REFERENCED LOOKING DOWNSTREAM
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. THE PROPOSED CROSS-SECTIONS SHALL TIE INTO EXISTING
WHERE THE PROPOSED TOP OF BANK ELEVATION IS GREATER
THAN 0.75' BELOW EXISTING GRADE, A BANKFULL BENCH
MUST BE CONSTRUCTED. SEE TYPICAL CROSS SECTION
GRADING DETAIL ON SHEET 45 FOR DIMENSIONS.
6. 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.
7. FILL ALL ABANDONED DITCHES WITHIN THE PROPOSED
EASEMENT PER CHANNEL BACKFILL DETAIL SHOWN ON SHEET
42 UNLESS DIRECTED OTHERWISE BY THE ENGINEER.
LEGEND
EXISTING CONTOUR MAJOR ----50----
EXISTING CONTOUR MINOR .....
.......... .......... ..... 46 ...... .......... ......... ......
PROPOSED CONTOUR MAJOR
------
PROPOSED CONTOUR MINOR
------
PROPOSED SPOT SHOT
x 49.32
EXISTING TOP OF BANK
---TB ---
EXISTING BOTTOM OF BANK
PROPOSED CENTERLINE
DFCHANNEL
EXISTING FIENCELINE
X- — —X— — -X
EXISTING TREELINE
ry_y_f_y_ry_e_1N'
PROPOSED CHANNEL BOTTOM
PROPOSED TOP OF BANK
LIMITS OFPROPOSED
E
CONSERVATION EASEMENT
LCE
LOG TOE PROTECTION
(SEE DETAIL SHEET 42)
LOG STRUCTURE
Z
(SEE DETAIL SHEET 44)
LOG GRADE CONTROL
STRUCTURE
z
(SEE DETAIL SHEET 42)
VEGETATED SILL
(SEE DETAIL SHEET 42)
WETLAND DEPRESSION
PROPOSED FILL AREA
PROPOSED WETLAND
PROPOSED CHANNEL PLUG
(SEE DETAIL SHEET 42)
F-
<
CHANNEL PLUG W/
OVER FLOW
SPILLWAY
LARGM0MVIBRIN'
06
(SEE DETAIL SHEET 44)
(0
LEAFPACK
(SEE DETAIL SHEET 43)
+
SMALL WOODYIDEBRIS
0
(SEE DETAIL SHEET 43)
FLOODPLAIN SILL cz�
(SEE DETAIL SHEET 44)
.............
.................
DIFFUSE FLOW STRUCTURE .................
.................
.................
(SEE DETAIL SHEET 44) .................
.................
.................
LOG GRADE
CONTROL
(PRO FILE)
LOG STRUCTURE
(PRO FILE)
BEDDED
LOG STRUCTURE
(PRO FILE) 0
COPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLYCOPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATUREAND SEALSHALL BE CONSIDERED TO BEVALID, TRUE COPIES.
WK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 30 H, 1 "=3 V
0 30
2" = FULL SCALE
IS 1 " = HALF SCALE
PROJ. DATE: �OCT 2012
Q.C.: FM
Q.C. DATE: AUG 2013
DRAWING NUMBER:
ff a
B w
04"
PROJ. NO.:
20120090.00.RA
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PROJ. DATE: �OCT 2012
Q.C.: FM
Q.C. DATE: AUG 2013
DRAWING NUMBER:
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PROJ. NO.:
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PROJ. DATE: �OCT 2012
Q.C.: FM
Q.C. DATE: AUG 2013
DRAWING NUMBER:
ff a
B w
04"
PROJ. NO.:
20120090.00.RA

DEPRESSIONS SHALL BE CONSTRUCTED AT A
MAXIMUM DEPTHOFO.50' BELOW THE WETLAND
DEPRESSION INVERT.
3. SEE SHEET 36 FOR PLANTING PLAN.
PYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWIRITTEN CONSENT OFWX DICKSON & CO., INC., IS PROHIBITED. ONLYCOPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATUREAND SEALSHALL BE CONSIDERED TO BEVALID, TRUE COPIES.
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 30 H, 1 "=3 V
0 30 60
2" = FULL SCALE
1 " = HALF SCALE
PROJ. DATE: �OCT 2012
Q.C.: FM
Q.C. DATE: �AUG 2013
DRAWING NUMBER:
Awh� aft
B B
00
PROJ. NO.:
20120090.00.RA
I-
C)
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w
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Cl)
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z
X: C)
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OFE
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LL (!3
EL
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0
Z
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0
w
<
LU
i
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LU
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PROJ. DATE: �OCT 2012
Q.C.: FM
Q.C. DATE: �AUG 2013
DRAWING NUMBER:
Awh� aft
B B
00
PROJ. NO.:
20120090.00.RA
I-
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0 w
OC < 0
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X: C)
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cuc b <
5 z
co
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Z CL Z
0
0
z
0
0
bi 0 Z
20 w
LU
Ir
T-
<
z
It
0
C\1
0
LU
z
LU W Ld w
-i
0
z Er Z
3: 0 0
Ir
Ir
OFE
0 T-
EL
0
0 < IL 2
PROJ. DATE: �OCT 2012
Q.C.: FM
Q.C. DATE: �AUG 2013
DRAWING NUMBER:
Awh� aft
B B
00
PROJ. NO.:
20120090.00.RA
I-

.WETLAND NOTES-
1. ALL WETLAND DEPRESSIONS TO BE CONSTRUCTED AT A
MAXIMUM DEPTH OF 0.50' BELOW EXISTING GRADE.
2. EXISTING DITCHES THAT OUTLET INTO WETLAND
DEPRESSIONS SHALL BE CONSTRUCTED AT A MAXIMUM
DEPTH OF 0.50' BELOW THE WETLAND DEPRESSION
I NVE RT.
3. SEE SHEET 36 FOR PLANTING PLAN.
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
NORMALIFLOW 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. THE PROPOSED CROSS—SECTIONS SHALL TIE INTO EXISTING
GRADE ATA MAXIMUM SLOPE OF 5H:lV. FORALLAIREAS
WHERE THE PROPOSED TOP OF BANK ELEVATION IS GREATER
THAN 0.75' BELOW EXISTING GRADE, A BANKFULL BENCH
MUST BE CONSTRUCTED. SEE TYPICAL CROSS SECTION
GRADING DETAIL ON SHEET 45 FOR DIMENSIONS.
6. 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.
7. FILL ALL ABANDONED DITCHES WITHIN THE PROPOSED
EASEMENT PER CHANNEL BACKFILL DETAIL SHOWN ON SHEET
42 UNLESS DIRECTED OTHERWISE BY THE ENGINEER.
LEGEND
EXISTING CONTOUR MAJOR -50 - - - -
JAMES M. SMITH",,, EXISTING CONTOUR MINOR
AULINE L. SMITH PROPOSED CONTOUR MAJOR ------
DB 974, PC 552
33:T 339 PROPOSED CONTOUR MINOR ------
PROPOSED SPOT SHOT x 49.32
EXISTING TOP OF BANK TB ---
EXISTING BOTTOM OF BANK
PROPOSED CENTERLINE
OFCHANNEL
EXISTING FIENCELINE X­ — —X— — -X
EXISTING TREELINE ry_y_y_ry_y_y_,�,
PROPOSED CHANNEL BOTTOM
w PROPOSED TOP OF BANK
LIMITS OFPROPOSED _LCE
w CONSERVATION EASEMENT
3+00 LOG TOE PROTEC11ON
(SEE DETAIL SHEET 42)
0 ......
6" PIPE
,I, I LOG STRUCTURE
(SEE DETAIL SHEET 44)
NE. INV.=?
/'V
S.W.
w. .. . ....... . . . .. . ...........
LOG GRADE CONTROL
... . .. . ....
INV.=37.08' 15" CMP 'K
NE. INV�=3&77' STRUCTURE
:",Ig iry.
....................
SA cl "I 1� lo*�% -
. . ..... (SEE DETAIL SHEET 42)
..............................
INV�=36AO�m
............................
...............
41, , i 'I::- VEGETATED SILL
............
1.� .......... ............
........... ....
............... ..... . . . . . . . . .
..............
............... ................ (SEE DETAIL SHEET 42)
.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .
Al .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. . :::::� �:
SL -----
................. .............
...... .............
. . . ..... .... .
. . ........
18' .... . . . .....
AULINE L. SMITH N WETLAND DEPRESSION
WORTH L. LANDEN 41 n6
vjq- 1- ­ 11 .. .. .. .. .. .. . .. .
v
.......... .... .. ..
DB 6 56, PIS 4 71 .......... PROPOSED FILL AREA
77a=..777 . .. ........ . ..... . .....
0 .. .. .. . .. .. .. .. .
.. .. .. .. .. .. .. .. .. .. .. .. ... .. .
v
.. .. .. .. .. .. .. . .. . ........
. . . . . . . . . . . . ....
PROPOSED WETLAND
-0
. .......... . .. ...
LCE
'fi � ii PROPOSED CHANNEL PLUG
E �LCE L(
- , I L-C. E"
(I /Pi i'lls LCE (SEE DETAIL SHEET 42)
LCE LCE LC
wk
CHANNEL PLUG W/
3 15" CMP OVER FLOW
rrl N. INV.=39b0' SPILLWAY
S. INV.=3T39
Byt
LARGOMOM111514"
'40
I,!
C) (SEE DETAIL SHEET 44)
:77,
LEAFPACK
114 (SEE DETAIL SHEET 43)
SMALL WOODYDEBRIS
(SEE DETAIL SHEET 43)
FLOODIPLAIN SILL
(SEE DETAIL SHEET 44)
.. ........
DIFFUSE FLOW STRUCTURE . .................
..................
..................
..................
(SEE DETAIL SHEET 44) . .................
..................
.................
.............
..........
LOG GRADE
CONTROL
(PROFILE)
LOG STRUCTURE
(PROFILE)
BEDDED
LOG STRUCTURE
(PROFILE)
COPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLYCOPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATUREAND SEALSHALL BE CONSIDERED TO BEVALID, TRUE COPIES.

N
Zone 1
Common Name
Scientific Name
Percent
Composition
River birch
Betula nigra
10%
Green ash
Fraxinus pennsylvanica
10%
Swamp tupelo
Nyssa biflora
5%
Laurel oak
Quercus laurifolia
20%
Overcup oak
Quercus lyrata
20%
Swamp chestnut oak
Quercus michauxii
10%
Water oak
Quercus nigra
5%
American sycamore
Platanus occidentalis
10%
Bald cypress
Taxodium disfichum
10%
Zone 2
Common Name
Scientific Name
Percent
Composition
River birch
Betula nigra
15%
Green ash
Fraxinus pennsylvanica
20%
Swamp tupelo
Nyssa biflora
10%
Laurel oak
Quercus laurifolia
15%
Overcup oak
Quercus lyrata
20%
Bald cypress
Taxodium disfichum
20%
Zone 3
Common Name
Scientific Name
Percent
Composition
Green ash
Fraxinus pennsylvanica
20%
Swamp tupelo
Nyssa biflora
20%
Laurel oak
Quercus laurifolia
20%
Overcup oak
Quercus lyrata
20%
Bald cypress
Taxodium distichum
20%
Permanent Riparian Seed Mix
Common Name
Scientific Name
Percent
Composition
Bushy Bluestern
Andropogon glomeratus
15%
Sedge,Fringed
Carex crinita
10%
Sedge, Tussock
Carex stricta
5%
Virginia Wildrye
Elymus virginicus
15%
Purple Lovegrass
Eragrostis spectabilis
10%
Switchgrass
Panicum virgatum
20%
Little Blue Stem
Schizachyrium scopan . um
20%
Eastern Gamagrass
Tripsacum dactyloides
Live Staking and Live Cuttings Bundle Tree Species
Common Name
Scientific Name
StakesILIF
Silky dogwood
Comusamomum
1
Silky willow
Salix sericea
1
Black willow
Salix nigra
:::
NOTES:
1. Bare root planting is proposed for all areas within the easement not
designated for live staking or live cuttings bundles.
2. Bare root planting density is approximately 680 stems per acre.
3. Live cuttings bundles are proposed along the outside of meander bends,
Adjacent to pools.
4. Live cuttings bundle species shall include silky willows or black willows.
5. Live stakes are proposed along both banks of straight reaches adjacent to
pools.
6. Permanent riparian seed mix shall be applied to all disturbed areas within
the conservation easement at a rate of 25 lbs/acre.
PLANTING NOTES
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 "THIN 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 NTH 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. COIR FABRIC MATERIALS SHALL NOT BE CUT WITH PLANTING IMPLEMENTS. THE SMALLEST
OPENING NECESSARY TO ACCOMMODATE EACH PLANT SHALL BE CUT INTO COIR FABRIC
USING A SHARP KNIFE OR SHEARS. NO HOLES LARGER THAN 12 INCHES SHALL BE MADE.
5. SPECIES SHALL BE DISTRIBUTED SUCH THAT 3 TO 6 PLANTS OF THE SAME SPECIES ARE
GROUPED TOGETHER.
6. BARE ROOT PLANTINGS SHALL BE PLANTED ACCORDING TO DETAIL SHOWN ON SHEET 45.
LIVE CUTTING BUNDLES SHALL BE PLANTED ACCORDING TO DETAIL SHOWN ON SHEET 43.
LIVE STAKES SHALL BE PLANTED ACCORDING TO DETAIL SHOWN ON SHEET 42.
PLANTING LEGEND
ZONE 1: RIPARIAN PLANTING
ZONE 2: WETLAND a a a
COPYRIGHT C, WX DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWIRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLYCOPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATUREAND SEALSHALL BE CONSIDERED TO BEVALID, TRUE COPIES.

le .. 01 ...e ..
0
Zone 1
Common Name
Scientific Name
Percent
Composition
River birch
Betula nigra
10%
Green ash
Fraxinus pennsylvanica
10%
Swamp tupelo
Nyssa biflora
5%
Laurel oak
Quercus laurifolia
20%
Overcup oak
Quercus lyrata
20%
Swamp chestnut oak
Quercus michauxii
10%
Water oak
Quercus nigra
5 o
American sycamore
Platanus occidentalis
10%
Bald cypress
Taxodium disfichum
10%
Zone 2
Common Name
Scientific Name
Percent
Composition
River birch
Betula nigra
15%
Green ash
Fraxinus pennsylvanica
20%
Swamp tupelo
Nyssa biflora
10 0
LLaurel oak
Quercus laurifolia
15%
1 Overcup nak
Quercus lyrata
20%
Permanent Riparian Seed Mix
Common Name
Scientific Name
Percent
Composition
Bushy Bluestern
Andropogon glomeratus
15%
Sedge,Fringed
Carex crinita
10%
Sedge, Tussock
Carex stricta
50
Virginia Wildrye
Elymus virginicus
15%
Purple Lovegrass
Eragrostis spectabilis
10%
Switchgrass
Panicum virgatum
20%
Little Blue Stem
Schizachyrium scopan . um
20%
Eastern Gamagrass
Tripsacum dactyloides
Live Staking and Live Cuftings Bundle Tree Species
Common Name
Scientific Name
StakesILF
Silky dogwood
Comusamomum
1
Silky willow
Salix sericea
1
Black willow
Salix nigra
1
NOTES:
1 Rarp rnnt nlantinn is nrnnn-,Pd fnr ;311 arpas within thp Pasprnpnt nnt
Is,
3.
rit to
fin
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 "THIN 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. COIR FABRIC MATERIALS SHALL NOT BE CUT NTH PLANTING IMPLEMENTS. THE SMALLEST
OPENING NECESSARY TO ACCOMMODATE EACH PLANT SHALL BE CUT INTO COIR FABRIC
USING A SHARP KNIFE OR SHEARS. NO HOLES LARGER THAN 12 INCHES SHALL BE MADE.
5. SPECIES SHALL BE DISTRIBUTED SUCH THAT 3 TO 6 PLANTS OF THE SAME SPECIES ARE
GROUPED TOGETHER.
6. BARE ROOT PLANTINGS SHALL BE PLANTED ACCORDING TO DETAIL SHOWN ON SHEET 45.
LIVE CUTTING BUNDLES SHALL BE PLANTED ACCORDING TO DETAIL SHOWN ON SHEET 43.
LIVE STAKES SHALL BE PLANTED ACCORDING TO DETAIL SHOWN ON SHEET 42.
PLANTING LEGEND
COPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWIRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLYCOPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATUREAND SEALSHALL BE CONSIDERED TO BEVALID, TRUE COPIES.

COPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLYCOPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATUREAND SEALSHALL BE CONSIDERED TO BEVALID, TRUE COPIES.

COPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWIRITTEN CONSENTOF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLYCOPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKEDWITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BEVALID, TRUE COPIES.

TEMPORARY SEEDING SCHEDULE -FALL
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
SEEDING DATES
MOUNTAINS-AUG. 15 -DEC. 15
COASTAL PLAIN AND PIEDMONT-AUG. 15 -DEC. 30
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY4,000 LB/ACRE STRAW. ANCHOR STRAW BYTACKING VAT HASP HALT, NETTING, OR
A MULCHANCHORING TOOL. A DISK WITHBLADES SET NEARLYSTRAIGHT CAN BE USED
AS A MULCHANCHORING TOOL.
MAINTENANCE
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH50
LB/ACRE OFNITROGEN IN MARCH. IFIT IS NECESSARYTO EXTEND TEMPORARY
COVER BEYOND JUNE 15,OVERSEED WTH50 LB/ACRE KOBE (PIEDMONT AND
COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARYOR
EARLY MARC H.
TEMPORARY SEEDING - LATE WINTERZEARLY SPRING
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO
EXTEND BEYOND JUNE.
SEEDING DATES
MOUNTAINS -ABOVE 2500 FT. FEB. 15-MAY15
BELOW 2500 FT. FEB. 1-MAY1
PIEDMONT -JAN. 1-MAY1
COASTAL PLAIN -DEC.1-APR. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OFSOIL TESTS OR APPLY2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY4,000 LB/ACRE STRAW. ANCHOR STRAW BYTACKING WITHASPHALT,
NETTING OR A MULCHANCHORING TOOL A DISK WITHBLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCHANCHORING TOOL.
MAINTENANCE
REFER11LIZE IFGROWTHIS NOT FULLYADEQUATE. RESEED, REFERTILIZE AND
MULCH IM-MEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
EROSION CONTRO
GENERALNOTES
1. REVIEW CONSTRUCTION SEQUENCE FOR ADDITIONAL EROSION CONTROL MEASURES. ALL PERMANENT AND TEMPORARY EROSION
CONTROL STRUCTURES (I.E ROCK CHECK DAMS, SILT FENCE AND TEMPORARY CONSTRUCTION ENTRANCES) SHALL BE INSTALLED PRIOR
TO THE START OF CONSTRUCTION OF THE LAND-DISTURBING ACTIVITY.
2. CONSTRUCTION ACCESS AREAS SHOWN ARE TO GUIDE CONTRACTOR DURING CONSTRUCTION. CONTRACTORSHALL COORDINATE
WITH ENGINEER IF ALTERNATIVE CONSTRUCTION ACCESS ROUTES WILL IMPROVE EFFICIENCY OF CONSTRUCTION.
3. ALL AREAS DISTURBED BY THE CONTRACTOR SHALL BE SEEDED PER THE SPECIFICATIONS IN THE SEEDING SCHEDULE SHOWN ON THIS
SHEET.
4. MULCH: APPLY 2 TONS/ACRE GRAIN STRAW AND ANCHOR STRAW ON ALL OTHER DISTURBED AREAS.
5. EROSION CONTROL:
A. INSTALL PERMANENT VEGETATIVE COVER AND THE LONG-TERM EROSION PROTECTION MEASURES OR STRUCTURES AS DIRECTED BY
ENGINEER UPON CONSTRUCTION COMPLETION. APPROPRIATE EROSION CONTROL MEASURES MUST BE PLACED BETWEEN THE
DISTURBED AREA AND AFFECTED WATERWAY AND MAINTAINED UNTIL PERMANENTLY VEGETATED.
B. PROVIDE FOR HANDLING THE INCREASED RUNOFF CAUSED BY CHANGED SOIL AND SURFACE CONDITIONS. USE EFFECTIVE MEANS
TO CONSERVE EXISTING ON-SITE SOIL CONDITIONS.
C. DURING CONSTRUCTION ACTIVITIES, ALL DISTURBED AREAS SHALL BE STABILIZED AT THE END OF EACH WORKING DAY. USE
TEMPORARY PLANTCOVER, MULCHING, AND/OR STRUCTURES TO CONTROL RUNOFF AND PROTECT AREAS SUBJECT TO EROSION
DURING CONSTRUCTION.
D. ALL SEDIMENT AND EROSION CONTROLS ARE TO BE INSPECTED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND AFTER ANY
STORM EVENT OF GREATER THAN 0.5 INCHES OF PRECIPITATION DURING ANY 24-HOURPERIOD. MAINTENANCE OF SEDIMENT
TRAPPING STRUCTURES SHALL BE PERFORMED AS NECESSARY PER THESE INSPECTIONS. SILT FENCING SHALL BE INSTALLED AS
SHOWN ON PLANS.
E. STABILIZATION MEASURES SHALL BE INITIATED AT THE END OF EACH DAY IN PORTIONS OF THE SITE WHERE CONSTRUCTION
ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. GROUNDCOVER MUST BE ESTABLISHED PER THE "GROUND COVER
SCHEDULE" SHOWN ON THIS SHEET IN AREAS WHERE CONSTRUCTION HAS TEMPORARILY CEASED. ALL AREAS WHERE FINAL GRADE
HAS BEEN ESTABLISHED SHALL BE PERMANENTLY STABILIZED WITHIN 2 CALENDAR DAYS.
F. CONTRACTOR MUST TAKE THE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO THE PAVED ROADWAY FROM
CONSTRUCTION AREAS. DAILY REMOVAL OF MUD/SOIL MAY BE REQUIRED.
G. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION
OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE
REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFF SITE SEDIMENTATION. CONTRACTORSHALL
REMOVE ALL TEMPORARY CONTROL DEVICES ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. A MAXIMUM OF 500
LINEAR FEET OF STREAM MAY BE DISTURBED AT ANY ONE TIME.
H. EROSION CONTROL MATTING (SEE DETAIL SHEET 41) SHALL BE INSTALLED ALONG CONSTRUCTED CHANNEL BANKS FROM
APPROXIMATELY 2.0' T03.0' ABOVE TOP OF BANK DOWN TO CHANNEL TOE.
1. SILT FENCING TO BE INSTALLED AROUND INDICATED STOCKPILE AREAS TO PREVENT LOSS OF SEDIMENT. STOCKPILE AREAS MAY BE
RELOCATED UPON APPROVAL FROM ENGINEER.
J. ASPHALT TACKIFIER SHALL NOT BE USED.
K. ALLNECESSARY MEASURES MUST BETAKEN TO PREVENT OIL, TAR, TRASH, AND OTHER POLLUTANTS FROM ENTERING THE
ADJACENT OFF SITE AREAS.
L. WETLANDS/STREAMS CANNOT BE ENCROACHED UNDER ANY CIRCUMSTANCES IF NOT APPROVED AS DESIGNATED IMPACT AREAS.
M. ACTIVITIES MUST AVOID DISTURBANCE OF WOODY RIPARIAN VEGETATION WITHIN THE PROJECT AREA TO THE GREATEST EXTENT
PRACTICABLE. REMOVAL OF VEGETATION MUST BE LIMITED TO ONLY THATNECESSARY FOR CONSTRUCTION OF THE CHANNEL.
N. NO ONSITE BURIAL OR BURNING OF VEGETATION OR CONSTRUCTION DEBRIS WILL BE PERMITTED. VEGETATIVE DEBRIS SHALL BE
STOCKPILED AND DISPOSED OF ONSITE PER DIRECTION OF ENGINEER.
0. ANY GRADING BEYOND THE CONSTRUCTION LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE NORTH CAROLINA EROSION CONTROL
ORDINANCE, AND IS SUBJECT TO A FINE.
P. PLEASE REFERENCE PLAN SHEET DETAILS AND NCDENR STANDARDS FOR CONSTRUCTION OF EROSION CONTROL MEASURES.
0. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL MEASURES RELATED TO THE CONSTRUCTION
SITE.
R. THE LOCATIONS OF SOME EROSION CONTROL MEASURES MAY HAVE TO BE ALTERED FROM THOSE SHOWN ON THE PLANS IF DRAINAGE
PATTERNS CHANGE DURING CONSTRUCTION.
S. IF IT IS DETERMINED DURING THE COURSE OF CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE SITE (DESPITE THE
PROPER IMPLEMENTATION AND MAINTENANCE OF EROSION CONTROL MEASURES), THE PERSON RESPONSIBLE FOR THE LAND
DISTURBING ACTIVITY IS OBLIGATED TO TAKE ADDITIONAL PROTECTIVE ACTION.
TEMPORARY SEEDING SCHEDULE - SUMMER
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
IN THE PIEDMONT AND MOUNTAINS,A SMALL-STEMMED SUDANGRASS MAY
BE SUBSTITUTED AT A RATE OF50 LB/ACRE.
SEEDING DATES
MOUNTAINS -MAY15-AUG. 15
PIEDMONT -MAYl­AUG. 15 COASTAL
PLAIN -APR. 15-AUG. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OFSOIL TESTS OR APPLY2,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10
FERTILIZER.
MULCH
APPLY4,000 LB/ACRE STRAW. ANCHOR STRAW BYTACKING NTH
ASPHALT,NETTING OR A MULCHANCHORING TOOL. A DISK WITH
BLADES SET NEARLYSTRAIGHT CAN BE USED AS AN ANCHORING
TOOL
MAINTENANCE
RE FERTILIZE I F GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
GROUND COVER SCHEDULE
SITE AREA DESCRIPTION
STABILIZATION TIME FRAME
STABILIZATION TIME FRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IFSLOPESARE10' OR LESS IN LENGTH ANDARE NOT
STEEPERTHAN2:1, 14 DAYSAREALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50 FEET IN
LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER
14 DAYS
NONE (EXCEPT FOR PERIMETERS AND HWQ ZONES)
THAN 4:1
CONSTRUCTION NOTES
1. INSTALL EROSION CONTROL MEASURES AS DESCRIBED IN THE EROSION CONTROL PLAN AND NOTES. EROSION CONTROL MEASURES MAYBE
PHASEDIN TO THOSE AREAS OFTHE PROJECT CURRENTLYBEING WORKED ON. THE CONTRACTOR MAYMODIFYOR RELOCATE EROSION CONTROL
MEASURES TO MAKE ADJUSTMENTS FOR UNFORESEEN FIELD CONDITIONS SO LONG AS PROPER CONSTRUCTION IS MAINTAINED TO ENSURE THE
INTEGRITYAND USEFULNESS OFTHE PROPOSED MEASURES. ALL DISTURBED AREAS ALONG CHANNEL BANKS SHALL BE STABILIZED WITH
TEMPORARYSEED AND MULCHAT THE END OFEACHDAY.
2. IN GENERAL,STREAM CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO DOWNSTREAM DIRECTION.
3. EXISTING WETLANDS CANNOT BE ENCROACHED UPON UNDER ANY CIRCUMSTANCES IF NOT APPROVED AS DESIGNATED IMPACT AREAS. HIGH
VISIBILITY FENCING MUST BE PLACED AROUND ALL EXISTING WETLANDS THAT ARE LOCATED ADJACENT TO CONSTRUCTION ACTIVITIES AND/OR
ARE LOCATED WITHIN THE PROPOSED CONSERVAT10N EASEMENT.
4. DURING STREAM CONSTRUCTION ACTIVITIES,THE WORK AREA SHALL BE STABILIZED AT THE END OFEACHWORKING DAY.
5. STOCKPILE AREAS MAYBE RELOCATED UPON THE APPROVAL OFTHE ENGINEER. SILT FENCING MUST BE INSTALLED AROUND ALL STOCKPILE
AREAS.
6. THE WORK TO RESHAPE THE CHANNEL BANKS WILL BE PERFORMED USING EQUIPMENT WORKING FROM THE TOP OFTHE EXISTING STREAM
BANK, WHERE POSSIBLE.
7. CONSTRUCT10N EQUIPMENT WILL NOT BE PLACED WITHIN THE ACTIVE CHANNEL TO PERFORM WORK IFIROSSIBLE. PLATFORMS SHOULD BE USED
TO CROSS CHANNEL WHERE ACCESS IS NOT POSSIBLE.
8. NO MORE CHANNEL SHALL BE DISTURBED THAN CAN BE STABILIZED BY THE END OF THE WORK DAY OR PRIOR TO RESTORING FLOW TO
NEWLY CONSTRUCTED CHANNEL SEGMENTS.
9. CONTRACTOR SHALL REMOVE ALL TEMPORARY CONTROL DEVICES ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. A MAXIMUM
OF200 LINEAR FEET OFSTREAM MAYBE DISTURBED AT ANYONE TIME.
10. ALL EXCAVATED MATERIAL MUST BE PLACED WITHIN DESIGNATED STOCKPILE AREAS.
11. AT LOCATIONS IN WHICHTHE EXISTING CHANNEL IS BEING MAINTAINED, TEMPORARY PUMP AROUND DAMS AND BYPASS PUMPING WILL BE USED
TO DE-WATER THE WORK AREA AS DESCRIBED IN THE DETAILS.
12. WHEN THE PROPOSED CHANNEL HAS BEEN SUFFICIENTLY STABILIZED TO PREVENT EROSION,ALL TEMPORARYPUMP AROUND DAMS WILL BE
REMOVED FROM THE ACTIVE STREAM CHANNEL AND NORMAL FLOW RESTORED. ACCUMULATED SEDIMENT SHALL BE DISPOSED OFIN
DESIGNATED SPOILS AREAS PRIOR TO REMOVAL OFTEMPORARYPUMP AROUND DAM.
13. AT LOCATIONS IN WHICHROCK STRUCTURES, BOULDER TOE STABILIZATIOWAND LOG TOE STABILIZAT10N ARE CALLED FOR ON THE PLANS,
TEMPORARYCOFFER DAMS AND BYPASS PUMPING WILL BE USED TO DE-WATER THE WORK AREA,EXCEPT AT LOCATIONS IN WHICHTHE NORMAL
FLOW CAN BE DIVERTED AROUND THE WORK AREA WITHTHE USE OFAN EXISTING CHANNEL. WHEN THE TOE HAS BEEN SUFFICIENTLY
STABILIZED TO RESTRAIN EROSION ALL TEMPORARYCOFFER DAMS WILL BE REMOVED FROM THE ACTIVE STREAM CHANNEL AND NORMAL FLOW
RESTORED. ACCUMULATED SEDIMENT SHALL BE DISPOSED OFIN DESIGNATED SPOILS AREA PRIOR TO REMOVAL OFTEMPORARYCOFFER DAM.
14. MATERIAL THAT IS REMOVED FROM THE STREAM WILL BE RE-DEPOSITED OUTSIDE OFTHE ACTIVE CHANNEL AND ITS FLOODPLAIN.
15. TEMPORARYAND PERMANENT STABILIZATION OFALL DISTURBED GRASSED AREAS AT THE TOP OFTHE CHANNEL BANKS WILL BE IN
ACCORDANCE WITHTHE SEEDING AND MULCHING SPECIFICATION AS SHOWN ON PLANS.
16. RE-FERTILIZE AND RE-SEED DISTURBED AREAS IFNECESSARY.
17. TEMPORARYAND/OR PERMANENT IMPACTS TO EXISTING WETLANDS SHALL BE AVOIDED TO THE EXTENT POSSIBLE. HIGHVISIBILITY FENCING
SHALL BE INSTALLED AROUND ALL EXISTING WETLANDS LOCATED WITHIN THE PROJECT AREA AND/OR ADJACENT TO ANYCONSTRUCTION
ACTIVITIES.
STREAM CONSTRUCTION SEQUENCE:
1. CONDUCT PRE -CONSTRUCTION MEETING INCLUDING OWNER, ENGINEER, ASSOCIATED CONTRACTORS, AND OTHER AFFECTED PARTIES.
2. OBTAIN EROSION CONTROL PERMIT FROM NCDENR - LAND QUALITY SECTION AND ALL OTHER APPROVALS NECESSARY TO BEGIN AND
COMPLETE THE PROJECT.
3. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE PARTIES AND ASSURING THAT UTILITIES ARE LOCATED PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION. CALL NC ONE-CALL (PREVIOUSLY ULOCO) AT 1-800-632-4949 FOR UTILITY LOCATING SERVICES
48 HOURS PRIOR TO COMMENCEMENT OF ANY WORK. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR
TO CONSTRUCTION.
4. PRIOR TO CONSTRUCTION, STABILIZED GRAVEL ENTRANCE/EXIT AND ROUTES OF INGRESS AND EGRESS SHALL BE ESTABLISHED AS SHOWN ON
THE PLANS AND DETAILS.
5. PREPARE STAGING AND STOCKPILING AREAS IN LOCATIONS AS SHOWN ON THE CONSTRUCTION PLANS OR AS APPROVED BY THE ENGINEER.
ANY EXCESS SPOIL FROM STREAM CONSTRUCTION SHALL BE USED TO CONSTRUCT CHANNEL PLUGS AS SHOWN ON PLANS.
6. INSTALL PUMP AROUND APPARATUS AND IMPERVIOUS DIKES AT UPSTREAM END OF PROJECT. AS CONSTRUCTION PROGRESSES, MOVE PUMP
AROUND OPERATION DOWNSTREAM. (SEE DETAILS ON SHEET 41)
7. CONSTRUCT UPSTREAM PORTION OF THE CHANNEL FIRST, WORKING IN AN UPSTREAM TO DOWNSTREAM DIRECTION.
8. ROUGH GRADING OF CHANNEL SHALL BE PERFORMED PRIOR TO INSTALLATION OF STRUCTURES.
9. INSTALL STRUCTURES AS SHOWN ON PLANS AND DETAILS. PRIOR TO FINE GRADING, OBTAIN APPROVAL OF THE ENGINEER ON INSTALLATION
OF STRUCTURES.
10. UPON COMPLETION OF FINE GRADING, INSTALL EROSION CONTROL MATTING OR SOD MATS ALONG CHANNEL BANKS.
11. FILL AND STABILIZE ABANDONED SEGMENTS OF THE EXISTING CHANNEL PER DIRECTION OF THE ENGINEER.
12. ALL IMPERVIOUS DIKES AND PUMPING APPARATUS SHALL BE REMOVED FROM THE STREAM AT THE END OF EACH DAY TO RESTORE NORMAL
FLOW BACK TO THE CHANNEL.
13. DURING STREAM CONSTRUCTION ACTIVITIES, THE WORK AREA SHALL BE STABILIZED AT THE END OF EACH WORKING DAY.
14. INSTALL LIVE STAKE, BARE ROOT, AND CONTAINERIZED PLANTINGS AS SPECIFIED ON PLANTING PLANS.
COPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUTWRITTEN CONSENT OFW.K. DICKSON & CO., INC., IS PROHIBITED. ONLYCOPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATUREAND SEALSHALL BE CONSIDERED TO BEVALID, TRUE COPIES.

WHEN AND WHERE TO USE IT
SILT FENCE IS APPLICABLE IN AREAS:
WHERE THE MAXIMUM SHEET OR OVERLAND FLOW PATHLENGTHTO THE FENCE IS 100-FEET.
WHERE THE MAAMUM SLOPE STEEPNESS (NORMAL [PERPENDICULAR] TO FENCE LINE) IS
2H: 1V.
THAT DO NOT RECEIVE CONCENTRATED FLOWS GREATER THAN 0.5 CFS.
DO NOT PLACE SILT FENCE ACROSS CHANNELS OR USE IT AS A VELOCITYCONTROL BMP.
CONSTRUCTION SPECIFICATIONS:.
1 . USE A SYNTHETIC FILTER FABRIC OFAT LEAST 95% BYWEIGHT OFPOLYOLEFINS OR
POLYESTER, WHICH IS CERTIFIED BYTHE MANUFACTURER OR SUPPLIER AS CONFORMING TO
THE REQUIREMENTS IN ASTM D 6461. SYNTHETIC FILTER FABRIC SHOULD CONTAIN
ULTRAVIOLET RAYINHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF6 MONTHS OF
EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OFO* TO 1120*17.
2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LINEAR FT STEEL WITHA
MINIMUM LENGTHOF5 FEET. MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO
FACILITATE FASTENING THE FABRIC.
CONSTRUCTION:
1. CONSTRUCT THE SEDIMENT BARRIER OFEXTRA STRENGTH SYNTHETIC FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OFTHE SEDIMENT FENCE DOES NOT EXCEED 241NCHES ABOVE
THE GROUND SURFACE. (HIGHER FENCES MAYIMPOUND VOLUMES OFWATER SUFFICIENT
TO CAUSE FAILURE OFTHE STRUCTURE.)
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTHOFTHE
BARRIER 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.
4. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE
MESHSUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLYTO POSTS. WIRE
OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
5. EXCAVATE A TRENCH APPROXIMATELY 41NCHES WIDE AND 8 INCHES DEEP ALONG THE
PROPOSED LINE OFPOSTS AND UPSLOPE FROM THE BARRIER.
6. PLACE 12 INCHES OFTHE FABRIC ALONG THE B0170M AND SIDE OFTHE TRENCH.
7. BACKFILL THE TRENCHWITHSOIL PLACED OVER THE FILTER FABRIC AND COMPACT.
THOROUGH COMPACTION OFTHE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE.
8. DO NOT ATTACHFILTER FABRIC TO EXISTING TREES.
MAINTENANCE:
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACHRAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OFA SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARYTO PROVIDE ADEQUATE STORAGE VOLUME FOR
THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA
TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
INSTALLATION NOTES:
SITE PREPARATION
GRADE AND COMPACT AREA.
REMOVEALLROCKS, CLODS, VEGETATION, AND OBSTRUCTIONS SO THAT
MATTING WILL HAVE DIRECT CONTACT WITH THE SOIL.
PREPARE SEEDBED BY LOOSENING 3 TO 4 INCHES OF TOPSOIL ABOVE FINAL
GRADE.
TEST SOILS FOR ANY NUTRIENT DEFICIENCIES AND SUBMIT SOIL TEST RESULTS TO
THEENGINEER. APPLY ANY TREATMENT SUCH AS LIME OR FERTILIZERS TO THE
SOIL IF NEEDED.
SEEDING
SEE SHEETS 35, 36, 37 FOR SEEDING REQUIREMENTS.
APPLY SEED TO SOIL BEFORE PLACING MATTING.
INSTALLATION - STREAM BANK
SEE GRADING NOTES ON PLAN AND PROFILE SHEETS AND ON SHEET 40 FOR
INFORMATION REGARDING WHAT AREAS ARE TO RECEIVE EROSION CONTROL
MATTING.
OVERLAP ADJACENT MATS 3" (INDIRECTION PARALLEL TO FLOW) ANDANCHOR
EVERY 12" ACROSS THE OVERLAP. THE UPSTREAM MAT SHOULD BE PLACED
OVER THE DOWNSTREAM MAT.
EDGES SHOULD BE SHINGLED AWAY FROM THE FLOW OF WATER.
LAY MAT LOOSE TO ALLOW CONTACT WITH SOIL. DO NOT STRETCH TIGHT.
ANCHOR MAT USING BIODEGRADABLE STAKES OR PINS.
CUT 8" x 8" TRENCH ALONG TOP OF BANK FOR MAT TERMINATION AS SHOWN IN
FIGURES 1 & 2. EXTEND MAT 2 TO 3 FEET PAST TOP OF BANK.
PLACE ADJACENT ROLLS IN THE ANCHOR TRENCH WITH A MINIMUM OF 4"
OVERLAP. SECURE WITH BIODEGRADABLE STAKES OR PINES, BACKFILL ANCHOR
TRENCH, AND COMPACT SOIL.
STAPLE AT 12" INTERVALS ALONG OVERLAP.
STREAM BANK MATTING TO BE INSTALLED FROM TOE OF BANK TO A MINIMUM OF
2.0' PAST TOP OF BANK. SEE FIGURE 3 FOR TERMINATION AT TOP OF BANK.
IF MORE THAN ROLL IS REQUIRED TO COVER THE CHANNEL FROM THE TOP OF
BANKIDOWNTOTHETOE, THEN OVERLAP MATTING BY AMINIMUMOF1 .
EROSION CONTROL MATTING MUST MEET OR EXCEED THE
FOLLOWING REQUIREMENTS:
0 100 % XOXONYT q)IBEP (XOIP) TWINE WOqEN INTO A
HIFH Y-TPENFTH MATPIE.
0 THIXKNEY-Y- - 0.35 IN. MINIMYM.
0 TENEIAE Y-TPENFTH - 1032 AB/q)T MINIMYM
0 YHEAPYTPEYY-4.5 LBS/SQFT
0 (DAOW qEAOXITY- OBY-EPqEA 12 q)T/Y-EX
0 WEIFHT - 23 OZ/Y_Y
0 01-IENAPEA (MEAY-YPEA) - 48%
0 Y-AOHEY- - UP TO A MAXIMUM OF 1:1
1.25 LB-AINEAR FT. STEEL
EXTRA STRENGTH
FILTER FABRIC
BACKFILL TRENCHWITH
COMPACTED EARTH
USE EITHER FLAT-BOTTOM
OR V-BOTTOM TRENCH
SHOWN BELOW
HEAVY DUTY PLASTIC TIE
FOR STEEL POSTS
BURY FABRIC
C14
0
T
!0-
FILTER
FABRIC
4--IN.
FLAT-BOTTOM TRENCHIDETAIL
FABRIC
V-SHAPED TRENCHIDETAIL
TEMPORARY SILT FENCE
NTS
"EY-IN MATTING PE�
FIG. 1 OR FIG. 2
TRENCH APPROX.
8" WIDE X 8" DEEP
SOIL PILE
FROM TRENCH
FLOW
1 ROW OF STAPLES
OR STAKES, MIN. OF
24" O.0
STEP 1
1 ROW OF STAPLES
OR STAKES, MIN. OF
FLOW 181, O.0
SOIL FILLED
FROM SOIL PILE,
COMPACT WITH FOOT
STEP 2
FIGURE 1
KEY-IN AND/OR
STAKE MATTING
JUST ABOVE
CHANNEL TOE
- - - - - - - - - - -
TRENCHAPPROX. SOIL PILE
8"WIDE x 8"DEEP FROM TRENCH
FLOW
8
1 ROW OF STAPLES
OR STAKES, MIN. OF
24" O.0
STEP 1
1 ROW OF STAPLES
OR STAKES, MIN. OF
12" O.0
FLOW
EROSION CONTROL MATTING
SOIL FILLED
FROM SOIL PILE,
COMPACT WITH FOOT
STEP 2
FIGURE 2
L
A
SEE NOTE
FLOW
B
PLAN VIEW
LOWEST POINT
SEE NOTE
,O/GROUND
LEVEL
EARTH SURFACE
SECTION A-A
NOTE: END OF DIKEAT GROUND LEVEL TO BE
HIGHER THAN THE LOWEST POINT OF FLOW
CHECK. SUFFICIENT SANDBAGS ARE TO BE
PLACED TO PREVENT SCOURING.
SANDBAG BARRIERS SHALL BE CONSTRUCTED OF THREE LAYERS OF
SANDBAGS. THE BOTTOM LAYER SHALL CONSIST OF 3 ROWSOFBAGS, THE
MIDDLE LAYER SHALL CONSIST OF 2 ROWS OF BAGS AND THE TOP LAYER
SHALL CONSIST OF 1 ROW OF BAGS. THE RECOMMENDED DIMENSION OF A
FILLED SANDBAG SHALL BE APPROXIMATELY 0.5 FTXO.5 FTX1.5 FT.
SANDBAG IMPERVIOUS DIKE
NTS
MIDDLE LAYER
BOTTOM LAYER
ENDS OF BAGS IN ADJACENT
ROWS BUTTED SLIGHTLY
TOGETHER
SECTION B-13
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.
CONSTRUCTION SPECI FICATIONS:
1 . CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE
MATERIAL AND PROPERLY GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE DETAIL, AND
SMOOTH IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS
SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
MAINTENANCE:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
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.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC
ROADWAYS, OR AIRFIELD PAVEMENTS.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
FLOW
Bj
PLAN
W (SPILLWAY)
MIN 2/3 STREAM WIDTH
2'
AP�
N�
CUTOFF CLASS I AND 11
TRENCH FILTER FABRIC RIP RAP
SECTION A-A
SECTION B-13
NTS
TEMPORARY ROCK CHECK DAM
NTS
5 WASHED
ONE
A
4 MIN. BELOW
4 JEVEL (MIN)
OWESTBANK
1
- FILTER FABRIC
TOP LAYER
EARTH SURFACE
TRENCH 0.25' DEEP ONLY
WHEN PLACED ON EARTH
SURFACE
NOTES:
1. EXCAVATION SHALL BE PERFORMED ONLYIN DRYAND/OR
ISOLATED SECTIONS OFCHANNEL.
2. IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE WORK AREAS
FROM STREAM FLOW.
3. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN
BE STABILIZED IN ONE WORKING DAY. A MAAMUM OF200 FEET
MAYBE DISTURBED AT ANYONE TIME.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING
PUMP SIZE SUFFICIENT TO PUMP BASE FLOW.
5. DIKE MUST BE CONSTRUCTED OFNON-ERODIBLE MATERIALS SUCH
ASSANDBAGS.
SEQUENCE OFCONSTRUCTION FOR TYPICAL PUMP AROUND
1. INSTALL STILLING BASIN AND STABILIZED OUTFALL USING CLASS
A RIP RAP AT THE DOWNSTREAM END OFTHE DESIGNATED
PROJECT WORKING AREA.
2. THE CONTRACTOR SHALL INSTALL THE PUMP AROUND PUMP AND
THE TEMPORARYPIPING THAT WILL CONVEYTHE BASE FLOW FROM
UPSTREAM OFTHE WORK AREA TO THE STABILIZED OUTFALL.
3. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING
OPERATIONS FOR STREAM DIVERSION.
4. INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND DEWATERING
PUMPING APPARATUS IFNEEDED 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 WITHCLASS
A RIP RAP.
5. THE CONTRACTOR SHALL EXCAVATE ANYACCUMULATED SILT AND
DEWATER BEFORE REMOVAL OFTHE IMPERVIOUS DIKE. WHEN
DEWATERING AREA,ALL DIRTYWATER MUST BE PUMPED THROUGH
A SILT BAG. REMOVE IMPERVIOUS DIKES,PUMPS,AND TEMPORARY
FLEXIBLE HOSE/PIPING STARTING WITHTHE DOWNSTREAM DIKE
FIRST.
6. ONCE THE WORKING AREA IS COMPLETED, REMOVE ALL RIP RAP
AND IMPERVIOUS DIKES AND STABILIZE DISTURBED AREAS WITH
SEED AND MULCH.
7. ALL WORK IN CHANNEL MUST BE COMPLETED BEFORE REMOVING
IMPERVIOUS DIKE.
)E-WATERIN
PUIV
IMPERVIOUS
DIKE
SILT BAC
LOCATIOIN
STABI1
CLAbb A 6 1 UNE
STABILIZED
OUTFALL CLASS
A STONE
EXISTING
GROUND
15' TO 20'
FILTER FABRIC L8" OF CLASS
A STONE
EXISTING
CHANNEL
SILT BAG PROFILE
HOSE
PUMPAROUND
PUMP
US DIKE
ZGE HOSE
JLD BE
WORK
DISCHARGE
HOSE
PUMP AROUND & DEWATERING DETAIL
NTS
DVw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
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FABRIC
V-SHAPED TRENCHIDETAIL
TEMPORARY SILT FENCE
NTS
"EY-IN MATTING PE�
FIG. 1 OR FIG. 2
TRENCH APPROX.
8" WIDE X 8" DEEP
SOIL PILE
FROM TRENCH
FLOW
1 ROW OF STAPLES
OR STAKES, MIN. OF
24" O.0
STEP 1
1 ROW OF STAPLES
OR STAKES, MIN. OF
FLOW 181, O.0
SOIL FILLED
FROM SOIL PILE,
COMPACT WITH FOOT
STEP 2
FIGURE 1
KEY-IN AND/OR
STAKE MATTING
JUST ABOVE
CHANNEL TOE
- - - - - - - - - - -
TRENCHAPPROX. SOIL PILE
8"WIDE x 8"DEEP FROM TRENCH
FLOW
8
1 ROW OF STAPLES
OR STAKES, MIN. OF
24" O.0
STEP 1
1 ROW OF STAPLES
OR STAKES, MIN. OF
12" O.0
FLOW
EROSION CONTROL MATTING
SOIL FILLED
FROM SOIL PILE,
COMPACT WITH FOOT
STEP 2
FIGURE 2
L
A
SEE NOTE
FLOW
B
PLAN VIEW
LOWEST POINT
SEE NOTE
,O/GROUND
LEVEL
EARTH SURFACE
SECTION A-A
NOTE: END OF DIKEAT GROUND LEVEL TO BE
HIGHER THAN THE LOWEST POINT OF FLOW
CHECK. SUFFICIENT SANDBAGS ARE TO BE
PLACED TO PREVENT SCOURING.
SANDBAG BARRIERS SHALL BE CONSTRUCTED OF THREE LAYERS OF
SANDBAGS. THE BOTTOM LAYER SHALL CONSIST OF 3 ROWSOFBAGS, THE
MIDDLE LAYER SHALL CONSIST OF 2 ROWS OF BAGS AND THE TOP LAYER
SHALL CONSIST OF 1 ROW OF BAGS. THE RECOMMENDED DIMENSION OF A
FILLED SANDBAG SHALL BE APPROXIMATELY 0.5 FTXO.5 FTX1.5 FT.
SANDBAG IMPERVIOUS DIKE
NTS
MIDDLE LAYER
BOTTOM LAYER
ENDS OF BAGS IN ADJACENT
ROWS BUTTED SLIGHTLY
TOGETHER
SECTION B-13
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.
CONSTRUCTION SPECI FICATIONS:
1 . CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE
MATERIAL AND PROPERLY GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE DETAIL, AND
SMOOTH IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS
SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
MAINTENANCE:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
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.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC
ROADWAYS, OR AIRFIELD PAVEMENTS.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
FLOW
Bj
PLAN
W (SPILLWAY)
MIN 2/3 STREAM WIDTH
2'
AP�
N�
CUTOFF CLASS I AND 11
TRENCH FILTER FABRIC RIP RAP
SECTION A-A
SECTION B-13
NTS
TEMPORARY ROCK CHECK DAM
NTS
5 WASHED
ONE
A
4 MIN. BELOW
4 JEVEL (MIN)
OWESTBANK
1
- FILTER FABRIC
TOP LAYER
EARTH SURFACE
TRENCH 0.25' DEEP ONLY
WHEN PLACED ON EARTH
SURFACE
NOTES:
1. EXCAVATION SHALL BE PERFORMED ONLYIN DRYAND/OR
ISOLATED SECTIONS OFCHANNEL.
2. IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE WORK AREAS
FROM STREAM FLOW.
3. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN
BE STABILIZED IN ONE WORKING DAY. A MAAMUM OF200 FEET
MAYBE DISTURBED AT ANYONE TIME.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING
PUMP SIZE SUFFICIENT TO PUMP BASE FLOW.
5. DIKE MUST BE CONSTRUCTED OFNON-ERODIBLE MATERIALS SUCH
ASSANDBAGS.
SEQUENCE OFCONSTRUCTION FOR TYPICAL PUMP AROUND
1. INSTALL STILLING BASIN AND STABILIZED OUTFALL USING CLASS
A RIP RAP AT THE DOWNSTREAM END OFTHE DESIGNATED
PROJECT WORKING AREA.
2. THE CONTRACTOR SHALL INSTALL THE PUMP AROUND PUMP AND
THE TEMPORARYPIPING THAT WILL CONVEYTHE BASE FLOW FROM
UPSTREAM OFTHE WORK AREA TO THE STABILIZED OUTFALL.
3. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING
OPERATIONS FOR STREAM DIVERSION.
4. INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND DEWATERING
PUMPING APPARATUS IFNEEDED 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 WITHCLASS
A RIP RAP.
5. THE CONTRACTOR SHALL EXCAVATE ANYACCUMULATED SILT AND
DEWATER BEFORE REMOVAL OFTHE IMPERVIOUS DIKE. WHEN
DEWATERING AREA,ALL DIRTYWATER MUST BE PUMPED THROUGH
A SILT BAG. REMOVE IMPERVIOUS DIKES,PUMPS,AND TEMPORARY
FLEXIBLE HOSE/PIPING STARTING WITHTHE DOWNSTREAM DIKE
FIRST.
6. ONCE THE WORKING AREA IS COMPLETED, REMOVE ALL RIP RAP
AND IMPERVIOUS DIKES AND STABILIZE DISTURBED AREAS WITH
SEED AND MULCH.
7. ALL WORK IN CHANNEL MUST BE COMPLETED BEFORE REMOVING
IMPERVIOUS DIKE.
)E-WATERIN
PUIV
IMPERVIOUS
DIKE
SILT BAC
LOCATIOIN
STABI1
CLAbb A 6 1 UNE
STABILIZED
OUTFALL CLASS
A STONE
EXISTING
GROUND
15' TO 20'
FILTER FABRIC L8" OF CLASS
A STONE
EXISTING
CHANNEL
SILT BAG PROFILE
HOSE
PUMPAROUND
PUMP
US DIKE
ZGE HOSE
JLD BE
WORK
DISCHARGE
HOSE
PUMP AROUND & DEWATERING DETAIL
NTS
DVw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
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LOG SHOULD BE
BURIED IN BANK
AT LEAST 4 FEET
__"�
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3 0
BANK FULL
WIDTH
PLAN VIEW
TOP OF BANK
FLOW SCOUR POOL
A%
r 0
STREAMBED
LOG
PROFILE VIEW
FORMED NATURALLY
SCOUR POOL TO BE
NOTES:
1 . LOGS SHOULD BE AT LEAST 8 INCHES IN DIAMETER,20 FEET LONG, RELATIVELY STRAIGHT,
AND HARDWOOD.
2. VANE LOG ARMS SHOULD BE BURIED INTO THE BANK AND BED A MINIMUM OF4FEET.
3. SET ELEVATION OFTOP OFLOG CROSS PIECES TO DESIRED ELEVATION OFSTREAMBED.
4. REBAR (5/8"MINIMUM DIAMETER 3' MIN. LENGTHTYPICAL) SHOULD BE PLACED 1' TO 3'
FROM END OF LOG. ADDITIONAL REBAR TO BE PLACED AT 5' OFFSETS. LAST REBAR
SHOULD BE PLACED 1' TO 3' FROM END OFLOG. DUCK BILL ANCHORS MAYBE USED AS
A SUBSTITUTION FOR REBAR.
5. PRE-DRILL HOLES FOR REBAR WITH5/8"DRILL BIT.
6. DRIVE REBAR THROUGHLOGS AND BEND ENDS AS SHOWN.
LOG VANE
FILTER FABRIC FOR DRAINAGE
SHALL BE PLACED BY
OVERLAPPING
WITH THE FLOW OF WATER
NTS
OLD CHANNEL TO BE
DIVERTED
COMPACTED BACKFILL UNCOMPACTED BACKFILL
(12" LIFTS) 1.5' MINIMUM
15'
PIKIM1417r) r_1PAnI7
TYPICAL SECTION
CHANNELPLUG
NTS
CHANNEL BLOCK
BANKFULL ELEVATION
NEW CHANNEL BED SHALL
BE TREATED AS SPECIFIED
IN PLANS
-REBAR OR CABLE
ANCHOR
CHANNEL INVERT
LOG TOE
LOG TOE
ANK
PROPOSED STREAM B
PROPOSED STREAM BED
ELEVATION
LOG TOE
CABLE ANCHORS
ZPOINT REFERENCED IN
STRUCTURE TABLE
PLAN VIEW
FILTER FABRI
COIR FIBER
MATTING
-STREAM BANK
LOG TOE
L"",
PROPOSED 2" MAX
STREAM BEDZ FLOW (BELOW
ELEVATION PROPOSED
—LSTREAMBED)
POINT REFERENCED IN
END OF STRUCTURE TABLE
FILTER FABRIC
REPLACED CHANNEL CABLE ANCHOR
BED MATERIAL
SECTION A-A
1. LOGS SHOULD BE AT LEAST 8 TO 10 INCHES IN DIAMETER,
A MINIMUM OF15 FEET IN LENGTH(UNLESS OTHERWISE
NOTED),AND RELATIVELYSTRAIGHT.
2. NAIL FILTER FABRIC USING 3101) GALVANIZED COMMON
NAIL EVERY2' ALONG THE LOG.
3. FILTER FABRIC USED SHALL BE NCDOT TYPE 2
ENGINEERING FABRIC OR EQUIVALENT.
LOG TOE PROTECTION 10"
MINIMUM LOG DIAMETER (TYP.)
NOTCH LOGS TO FIT GRADE
CONTROL LOGS
LOG GRADE CONTROL
NTS
GRADE CONTROL STRUCTURE
SECTION B-B
PLANTED COIR
FIBER ROLL
NORMAL WATER
LEVEL
DENSE COIR MATTING
(ROLANKA BioD-Mat(@90
OR EQUIVALENT)
WOOD STAKE
10
CN
LO
SECTION VIEW
BACKFILL AREA BETWEEN BANK AND COIR FIBER
ROLL (APPLY PERMANENT SEED MIX & COIR MATING)
EXISTING
BANK
PLANTED COIR FLOW
FIBER ROLL
WOOD
0.5'TO 1.25'
STAKES
2.0' TO 3.0'
PLAN VIEW
NOTES:
1 . DESIGNER TO MARK LOCATIONS AND DIMENSIONS OF
SILLS IN THE FIELD PRIOR TO CONSTRUCTION.
2. INSTALL STAKES ON 3CENTERS ON EACH SIDE OF ROLL.
TOP OF STAKE SHOULD NOT EXTEND ABOVE ROLL.
3. EXCAVATE A SMALL TRENCH (APPROX 2in DEEP) FOR
PLACEMENT OF ROLL.
VEGETATED SILL DEFLECTOR
EXISTIN
CHANNE
BOTTOI
NTS
MIN. 25' MAX. 75'
TOP OF
BANK_�'��
NOTES:
1. FILL EXISTING CHANNEL TO BANKFULL ELEVATION WHEN POSSIBLE.
2. 1 F C HANNEL CANNOT BE COMPLETELY FILLED TO BANK FULL, FILL TO
BANKFULL EVERY75' FOR AT LEAST 25'.
CHANNEL BACKFILL
NTS
KEY IN UPSTREAM
END OF ROLL APPROX
2-4 FT INTO BANK
NOTES:
1 LOGS SHOULD BEAT LEAST 10 INCHES IN DIAMETER, 6-10 FEETLONG, RELATIVELY STRAIGHT,
AND HARDWOOD.
2. CABLE ANCHORS SHOULD BE PLACED 1' TO 3' FROM EACH END OF LOG. REBAR (5/8" MINIMUM
DIAMETER3' MIN. LENGTHTYPICAL) MAY BE USED ASA SUBSTITUTION FOR CABLE ANCHORS PER
DIRECTION OF ENGINEER.
3. IFREBARISUSED, PRE-DRILL HOLES WITH 5/8" DRILLBIT.
0.75" TO 27-�
FLAT TOP E IN D
LATERAL
BUD
SIDE BRANCH
HT
ANGLE
REMOVED AT SLIG
WATER TABLE
OG
EXPOSED
RAIDING
PROPOSED BED
)F2/3 OFLOG
BEDDED BELOW
-_HANNEL INVERT
DIAMETER
SHOWN. DRILL
THROUGHLOG Y3
TO Y4 OFTHE WAYDOWN SO THAT ANCHOR
CABLE IS NOT E)POSED.
LOG TOE PROTECTION
NTS
COIR FIBER
MATTING
DETAIL
LIVE STAKES SHOULD BE LONG ENOUGH
0.5' TO 1.5' TO REACH BELOW THE GROUNDWATER
TABLE. (GENERALLY, A LENGTH OF 2
T03 FEET IS SUFFICIENT.)
ADDITIONALLY, THESTAKESSHOULD
HAVE A DIAMETER IN THE RANGE OF
0.75 T02 INCHES.
MIN 18"
45 DEGREE
TAPERED BUTT END
SECTION VIEW
LIVE STAKES SHALL BE
SPACED 3 FEET APART,
ALTERNATE SPACING.
COIR FIBER
ING
NOTE:
1, ACCEPTABLE SPECIES INCLUDE BLACK WILLOW (SALIXNIGRA), SILKY
WILLOW (SALIXSERICEA) ANDSILKY DOGWOOD (CORNUSAMMOMUM).
2. LIVE STAKES SHALL BE PLANTED IN AN AREA EXTENDING 3 FEET OUT FROM
TOP OF BANKTO JUST BELOW BANKFULL.
LIVE STAKE
NTS
Vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
0
-00 81
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A
Z
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LU
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—B
ANK
PROPOSED STREAM B
PROPOSED STREAM BED
ELEVATION
LOG TOE
CABLE ANCHORS
ZPOINT REFERENCED IN
STRUCTURE TABLE
PLAN VIEW
FILTER FABRI
COIR FIBER
MATTING
-STREAM BANK
LOG TOE
L"",
PROPOSED 2" MAX
STREAM BEDZ FLOW (BELOW
ELEVATION PROPOSED
—LSTREAMBED)
POINT REFERENCED IN
END OF STRUCTURE TABLE
FILTER FABRIC
REPLACED CHANNEL CABLE ANCHOR
BED MATERIAL
SECTION A-A
1. LOGS SHOULD BE AT LEAST 8 TO 10 INCHES IN DIAMETER,
A MINIMUM OF15 FEET IN LENGTH(UNLESS OTHERWISE
NOTED),AND RELATIVELYSTRAIGHT.
2. NAIL FILTER FABRIC USING 3101) GALVANIZED COMMON
NAIL EVERY2' ALONG THE LOG.
3. FILTER FABRIC USED SHALL BE NCDOT TYPE 2
ENGINEERING FABRIC OR EQUIVALENT.
LOG TOE PROTECTION 10"
MINIMUM LOG DIAMETER (TYP.)
NOTCH LOGS TO FIT GRADE
CONTROL LOGS
LOG GRADE CONTROL
NTS
GRADE CONTROL STRUCTURE
SECTION B-B
PLANTED COIR
FIBER ROLL
NORMAL WATER
LEVEL
DENSE COIR MATTING
(ROLANKA BioD-Mat(@90
OR EQUIVALENT)
WOOD STAKE
10
CN
LO
SECTION VIEW
BACKFILL AREA BETWEEN BANK AND COIR FIBER
ROLL (APPLY PERMANENT SEED MIX & COIR MATING)
EXISTING
BANK
PLANTED COIR FLOW
FIBER ROLL
WOOD
0.5'TO 1.25'
STAKES
2.0' TO 3.0'
PLAN VIEW
NOTES:
1 . DESIGNER TO MARK LOCATIONS AND DIMENSIONS OF
SILLS IN THE FIELD PRIOR TO CONSTRUCTION.
2. INSTALL STAKES ON 3CENTERS ON EACH SIDE OF ROLL.
TOP OF STAKE SHOULD NOT EXTEND ABOVE ROLL.
3. EXCAVATE A SMALL TRENCH (APPROX 2in DEEP) FOR
PLACEMENT OF ROLL.
VEGETATED SILL DEFLECTOR
EXISTIN
CHANNE
BOTTOI
NTS
MIN. 25' MAX. 75'
TOP OF
BANK_�'��
NOTES:
1. FILL EXISTING CHANNEL TO BANKFULL ELEVATION WHEN POSSIBLE.
2. 1 F C HANNEL CANNOT BE COMPLETELY FILLED TO BANK FULL, FILL TO
BANKFULL EVERY75' FOR AT LEAST 25'.
CHANNEL BACKFILL
NTS
KEY IN UPSTREAM
END OF ROLL APPROX
2-4 FT INTO BANK
NOTES:
1 LOGS SHOULD BEAT LEAST 10 INCHES IN DIAMETER, 6-10 FEETLONG, RELATIVELY STRAIGHT,
AND HARDWOOD.
2. CABLE ANCHORS SHOULD BE PLACED 1' TO 3' FROM EACH END OF LOG. REBAR (5/8" MINIMUM
DIAMETER3' MIN. LENGTHTYPICAL) MAY BE USED ASA SUBSTITUTION FOR CABLE ANCHORS PER
DIRECTION OF ENGINEER.
3. IFREBARISUSED, PRE-DRILL HOLES WITH 5/8" DRILLBIT.
0.75" TO 27-�
FLAT TOP E IN D
LATERAL
BUD
SIDE BRANCH
HT
ANGLE
REMOVED AT SLIG
WATER TABLE
OG
EXPOSED
RAIDING
PROPOSED BED
)F2/3 OFLOG
BEDDED BELOW
-_HANNEL INVERT
DIAMETER
SHOWN. DRILL
THROUGHLOG Y3
TO Y4 OFTHE WAYDOWN SO THAT ANCHOR
CABLE IS NOT E)POSED.
LOG TOE PROTECTION
NTS
COIR FIBER
MATTING
DETAIL
LIVE STAKES SHOULD BE LONG ENOUGH
0.5' TO 1.5' TO REACH BELOW THE GROUNDWATER
TABLE. (GENERALLY, A LENGTH OF 2
T03 FEET IS SUFFICIENT.)
ADDITIONALLY, THESTAKESSHOULD
HAVE A DIAMETER IN THE RANGE OF
0.75 T02 INCHES.
MIN 18"
45 DEGREE
TAPERED BUTT END
SECTION VIEW
LIVE STAKES SHALL BE
SPACED 3 FEET APART,
ALTERNATE SPACING.
COIR FIBER
ING
NOTE:
1, ACCEPTABLE SPECIES INCLUDE BLACK WILLOW (SALIXNIGRA), SILKY
WILLOW (SALIXSERICEA) ANDSILKY DOGWOOD (CORNUSAMMOMUM).
2. LIVE STAKES SHALL BE PLANTED IN AN AREA EXTENDING 3 FEET OUT FROM
TOP OF BANKTO JUST BELOW BANKFULL.
LIVE STAKE
NTS
Vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
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Ccim ­­m
NOTE: TYPICAL SECTION
WATTLES ARE TO BE INSTALLED 4' O.C. BY CUTTING AN APPROXIMATELY 4" WIDETRENCH
PERPENDICULAR TO THE STREAM BANK JUST ABOVE BASEFLOW ELEVATION. INSERT THE WATTLES,
ANCHORING WITH STAKES, AND TIGHTLY BACKFILL WITH TOPSOIL. WATTLES SHALL CONSIST OF 5 TO
10 STEMS, 0.25" TOO.5" INDIAMETER. MINIMUM LENGTH IS 4.5 FEET. ATLEAST3.0 FEETSHALL
BE INSTALLED WITHIN THE BANK. WATTLES SHOULD BE INSTALLED ATAN ANGLE OF 20, TO 30* TO THE
STREAM BANK AND SHOULD POINT DOWNSTREAM. FILL VOIDS OF EXPOSED PORTION OF WATTLE WITH
-SITE).
PINESTRAW (IFREADILY AVAILABLEON
11011126-3
b
'i
0
b
0
PLAN
BANKFULL ELEVATION
BASE FLOW STAKE
COIR FIBER
MATTING
TYPICAL SECTION
NOTE: USE DEAD BRUSH AND TOPS 0.5 T02.0 INCHES IN DIAMETER. TIE
BUNDLES WITH TWINE AND STAKE TO THE CHANNEL BED. IFPINESTRAW IS
READILY AVAILABLE ON-SITE, ADDTOBUNDLE.
DEAD BRUSH
PROPOSED
CHANNEL BED
3 TO Y2 OFBUNDLE-1"
DIAMETER BELOW
PROPOSED STREAM BED
USE STICKS AND LOGS OFVARANG SIZES 1"-4"DIAMETER AND 1'4!
LONG. WOODYIDEBRIS SHALL BE HELD IN PLACE USING TWINE AND
WOODEN STAKES AND SHALL BE PLACED ACCORDING TO DESIGN
PLANS AND AS DIRECTED BYENGINEER.
WOODY DEBRIS BUNDLE
NOTE:
WHEN INSTALLING SMALL WOODYIDEBRIS STRUCTURES AS LOCATED
ON THE PLAN SHEETS, CONTRACTOR SHALL ALTERNATE BETWEEN
WATTLE,SMALL LOG,AND DEAD BRUSHSTRUCTURES BASED ON
READILY AVAILABLE MATERIALS AND PER DIRECTION OFTHE ENGINEER.
SMALL WOODY DEBRIS & HABITAT STRUCTURES
NTS
1 . CROSS LOGS SHOULD BE AT LEAST 6 INCHES IN DIAMETER
AND A MINIMUM OF20 FEET IN LENGTH.
2. LOG TOES SHOULD BE AT LEAST 8 INCHES IN DIAMETER
AND A MINIMUM OF8 FEET IN LENGTH.
3. ALL LOGS SHOULD BE RELATIVELY STRAIGHT.
4. NAIL FILTER FABRIC USING 310D GALVANIZED COMMON
NAIL EVERY2' ALONG THE LOG.
5. FILTER FABRIC USED SHALL BE NCDOT TYPE 2 ENGINEERING
FABRIC OR EQUIVALENT.
LOG TOE
PROPOSED STREAM BANK-
LOG
POINT REFERENCED IN
STRUCTURE TABLE
(BED ELEVATION)
CABLE ANCHOR (TYP.)
PROFILE VIEW
BEDDED LOG STRUCTURE
NTS
CABLE LOGS
TOGETHER
-.0 FLOW
POINT REFERENCED IN
STRUCTURE TABLE
PLAN VIEW
COIR FIBER
MATTING
-STREAM BANK
NOTCH LOGS TO FIT GRADE
CONTROLLOGS
CABLE
ANCHORS
COIR FIBER
MATTING
LEAFPACK 1.0"TO
3.0"THICK
A
KEYUPSTREAM r-u%jr-a ur
FABRIC INTO STREAM BED.
COMPACT DISTURBED
STREAM BED.
RAN11<17111 I FI FVA-nnNi
10"WOODEN STAKE,1'Xl'
SPACING
SECTION A-A
LIMITS OF BANKFULL CHANNEL
ELEVATION-
�'LAINI VILVV Ur LLAr �'/-\Ur\
LEAF PACK
NTS
LIVE CUTTINGS BUNDLE TYPICAL PROFILE
FILTER FABF
ELEVATION
111A.Cl A11.11AI I-Ur, IAIACUE-F-i c-rnkir% all nrrm
INSTALL CLAY PLUG
2 FEET BELOW CULVERT INVERT
COARSE AGGREGATE
0 * 0 0
01-0. 0 0 :Q 0
0 0 0 0 c
EARTH FILL 0
COVERED 0 c
BYLARGE
ANGULAR 0
A ROCK 0
0
0 <
3
D 0
0 0 0 o'-'o'-'o c
Z) 0 /_\ 0 n 0 n 0 0 () C) 0 C
lo'
MINIMUM
TOP OF BANK
CUTTINGS BUNDLE 5'
O.C. ALONG OUTSIDE OF
MEANDER BEND
STREAM BANK
D' lr"DLE
NG
FIBER
ING
LIVE CUTTINGS BUNDLE TYPICAL SECTION
NOTE: ACCEPTABLE SPECIES INCLUDE BLACK WILLOW (SALIXNIGRA) ANDSILKY
WILLOW (SALIXSERICEA). CUTTINGS BUNDLES ARE TO BE INSTALLED (AFTER
SOD MAT HAS BEEN PLACED) BY DRILLING AN APPROXIMATE 4- DIAMETERHOLE
INTO THE STREAM BANK FROM AN ELEVATION SLIGHTLY ABOVE BANKFULL
ELEVATION, INSERTING THE CUTTINGS AND TIGHTLY BACKFILLING WITH TOPSOIL.
WILLOW CUTTINGS SHOULD BE RINSED AT CUTTING POINT TO ALLOW BETTER
ROOTING. ALDER TRANSPLANTS CAN BE SUBSTITUTED FOR CUTTINGS BUNDLES
WITH APPROVAL OF ENGINEER
LIVE CUTTINGS BUNDLE
NTS
CHANNELBED
CHANNEL TOP OF BANK
PROPOSED
WETLAND OR
CHANNEL OUTLET
UNLESS NOTED OTHERWISE
PLAN
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. WIDTHOFTYPICAL FARM CROSSINGS SHALL BE PER PLAN OR A MINIMUM OF12'.
6. WHEN REQUIRED, CONTRACTOR TO ENSURE PIPE MATERIAL AND COVER MEET H-20
LOADING REQUIREMENTS.
PROPOSED CULVERT CROSSING
NTS
3.0'-5.0'
0.2'-0.4'
FILTER FABRIC
LOG GRADE CONTROL
PROFILE VIEW
APPROX. 8' TO 12'
0.5'±
LOG GRADE
CONTROL
SECTION VIEW
LOG OUTLET STRUCTURE
NTS
FOR OUTLET STRUCTURES ASSOCIATED
WITH WETLANDS, GRADE FLOW PATH
FROM WETLAND TO RECEIVING CHANNEL
A MAX DEPTH OF 0.5' BELOW EXISTING
GRADE.
WETLAND OR
CHANNEL
NOTES:
1. LOGS SHOULD BE AT LEAST 12 INCHES
IN DIAMETER,A MINIMUM OF15 FEET IN
LENGTH(UNLESS OTHERWISE NOTED),OAK
SPECIES,AND RELATIVELY STRAIGHT.
2. NAIL FILTER FABRIC USING 310D
GALVANIZED COMMON NAIL EVERY2' ALONG
THE LOG.
3. FILTER FABRIC USED SHALL BE NCDOT
TYPE 2 ENGINEERING FABRIC OR
EQUIVALENT.

N wo KYJ I wyy
SAW KERFS
PROPOSED
CHANNELBED
NOTE:
REBAR(1/2- MINIMUM DIAMETER 3- MIN.
LENGTH TYPICAL) SHOULD BE PLACED 1' TO 3'
FROM END OF LOG. ADDITIONAL REBAR TO BE
PLACED AT 6' OFFSETS. LAST REBAR SHOULD
BE PLACED 1' TO 3' FROM END OF LOG. DUCK
BILL ANCHORS MAY BE USED AS A SUBSTITUTION
FOR REBAR, 2 PER LOG.
FLOODPLAIN SILL
NTS
TO 0 F
BUNDLE DIAMETER
BELOW PROPOSED
STREAM BED
NOTES:
1 . USE LOGS OFVARYING SIZES 6'15" DIAMETER AND 4!-8' LONG. LOGS SHALL
BE HELD IN PLACE WITHREBAR OR DUCKBILL ANCHORS,MODEL 68-DB1 OR
EQUIVALENTAND PLACED ACCORDING TO DESIGN PLANS AND AS DIRECTED
BYENGINEER.
2. ALL LOGS SHALL BE 'ROUGHED UP"WITHA CHAINSAW PRIOR TO
INSTALLATION. SAW KERFS SHALL BE 0.25"TO 2.0"IN DEPTH.
TYPICAL SECTION A-A
TOP OF BANK
FLOW
2%-4%
STREAMBED
LOG
NOTES:
1. LOGS SHOULD BE AT LEAST 6 INCHES IN DIAMETER,10 TO 16 FEET LONG,
RELATIVELY STRAIGHT, AND HARDWOOD.
2. LOG ARMS SHOULD BE BURIED INTO THE BANK AND BED A MINIMUM OF3
FEET.
3. SET ELEVATION OFTOP OFLOG CROSS PIECES TO DESIRED ELEVATION OF
PROPOSED GROUND OR STREAMBED.
4. REBAR (5/8"MINIMUM DIAMETER 3- MIN. LENGTHTYPICAL) SHOULD BE
PLACED 1' TO 3' FROM END OFLOG. ADDITIONAL REBAR TO BE PLACED AT
5' OFFSETS. LAST REBAR SHOULD BE PLACED 1' TO 3' FROM END OFLOG.
DUCK BILL ANCHORS MAYBE USED AS A SUBSTITUTION FOR REBAR.
-DRILL HOLES FOR REBAR WITI-15/8"DRILL BIT.
5. PRE
6. DRIVE REBAR TF-ROUGHLOGS AND BEND ENDS AS SHOWN.
TYPICAL SECTION B-B
PROPOSED FLOODPLAIN SURFACE
DOWN VA-LEY
6" (TYP.)
5/8' REBAR
SECTIONAL VIEW A - A'
A
LOG SHOULD BE
BURIED IN BANK
AT LEAST 3 FEET
A A
LIMITS OF BANKFULL CHANNEL
LARGE WOODY DEBRIS
NTS
TYPICAL PLAN VIEW
SIGN SPECIFICATIONS:
MATEPIAA: AAYMINYM
FAYFE:.032
EIZE: 6" E-6"
BAXKFPOYNA XOAOP: XOATEA XHPOME YEAAOW
rIPINT XOAOP: BAAXK
MOYNTINF HOAEY-: 2 HOAEY- XENTEP TOrl ANA
BOTTOM3/8" AIAMETEP6" ONXENTEPANA2
HOAEY- XENTEP TOrl ANA BOTTOM
3/16"
AIAMETEP 7 3/8" ON XENTEP
POYNA XOPNEPY-: 1/4" PAAIYY-
NOTES:
1 . CONSERVATION AREA SIGNS SHALL BE ATTACHED TO A TREE, T-POST,
U-CHANNEL POST, OR SQUARE STEEL POST.
2. ALL POSTS MUST HAVE A LENGTH OF 6.0 FEET AND BE BURIED TO A
DEPTH OF 2.0 FEET.
3. SIGNS SHALL BE INSTALLED ON POSTS USING %" ALUMINUM DRIVE
RIVETS.
4. THE TOP 0.5 FEET OF T-POSTS OR U-CHANNEL POSTS SHALL BE
PAINTED YELLOW.
5. USE 7%"ALUMINUM NAILS TO INSTALL SIGN ON TREES, LEAVINGY2" OF
THE NAIL EXPOSED.
CONSERVATION
EASEMENT SIGN
NTS
PROPOSED OVERBANK —NN LOG
7 -7
.\\7
>
18" MIN. DIAMETER
LOG
PROPOSED OVERBANK
1 n,
DUCKBILLANCHOR
30" MIN. DIAMETER
NTS
EXISTING DITCH
BANK
0
C�
PROPOSED CONSERVATION
EASEMENT LIMITS
L LCE
CE
PROPOSED
b
,I- LIMITS
0 OF GRADING
b B
<
0-
U)
Lu
LOG STRUCTURE
(SEE DETAIL)
LCE
LCE
FILL DITCH SUCH THAT
THE DOWNSTREAM
ELEVATION TIES INTO
EXISTING GRADE OF THE
B FLOODPLAIN
>
VARIES (TYPICALLY 20- TO 40-)
PLAN VIEW
GRADE AREA SUCH THAT
MAX SLOPE BELOW LOG
STRUCTURE IS 1%
EXISTING
GROUND
3:1 MAX -
SLOPE
INSTALL COIR M,
PER MANUFACTL)NtzN z:>
INSTRUCTIONS
SECTION A-A MATTING
SECTION B-B
NOTES:
1. NO FLOODPLAIN GRADING IS ALLOWED WITHIN 10 FT
OFTHE PROPOSED CHANNEL TOP OFBANK.
2. LOGS SHOULD BE AT LEAST 10'-20' LONG AND AT
LEAST 8 INCHES IN DIAMETER,AND HARDWOOD.
MAX
)PE
DIFFUSE FLOW STRUCTURE
B
FLOW
A A
EXISTING DITCHBANK 1 8
PROPOSED GROUND
ELEVATION
CABLE ANCHORS
PLAN VIEW
' /-�j 'PILL
FABRIC
FILTER
EXISTING DITCH
INVERT
SECTION B-B
(LOG STRUCTURE FOR DIFFUSE FLOW STRUCTURE)
COIR FIBER
MATTING
EXISTING GROUND
NTS
CABL
PROPOSED
BED ELEVATION
ELEVATION REFERENCED
IN STRUCTURE TABLE
FLOW
END
FILTER FABRIC
111-1- WIN
EARTH
SECTION A-A
CABLE ANCHOR
(LOG STRUCTURE FOR PROPOSED CHANNELS)
1. LOGS SHOULD BE AT LEAST 12 INCHES IN DIAMETER, HARDWOOD SPECIES
(EXCLUDING TULIP POPLAR AND SWEET GUM),A MINIMUM OF10 TO 20 FEET IN
LENGTH(UNLESS OTHERWISE NOTED),AND RELATIVELY STRAIGHT.
2. NAIL FILTER FABRIC USING 310D GALVANIZED COMMON NAIL EVERYS
ALONG THE LOG.
3. FILTER FABRIC USED SHALL BE NCDOT TYPE 2 ENGINEERING FABRIC OR
EQUIVALENT.
LOG STRUCTURE
NTS
WDICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
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20120090.00.RA

SPILLWAY -
ELEVATION
PLAN VIEW
SPILLWAY
ELEVATION mm--
WATER FLOW
15'
COMPACTED
BACKFILL FINISHED GRADE
(12" LIFTS)�� A����,
EXISTING TOB
GEOSOLUTIONS PYRAMAT
..... LINER OR EQUIVALENT
. . . . . . . . . .
.............
.................
.....................
GEOSOLUTIONS PYRAMAT
LINER OR EQUIVALENT
LIGHTLY COMPACTED BACKFILL
(80% PER STANDARD PROCTOR TEST)
1.0' MINIMUM
GEOSOLUTIONS PYRAMAT
LINER OR EQUIVALENT
CHANNEL PLUG WITH SPILLWAY
PROPOSED TOP OF BANK
ELEVATION IS GREATER
THAN 0.75' BELOW
STO 15' EXISTING GRADE.
- DESIGN -
CROSS-SECTION
TIE TO EXISTING GRADE;
MAX SLOPE 2H:lV
NTS
STO 15'
�-- BENCH N
TIE TO EXISTING GRADE;
MAX SLOPE 2H:lV
INSTALL PERMANENT
LINER PER
MANUFACTURER'S
INSTRUCTIONS
3'_ 8'
11119121111111112OR
16 FT MAX
DADOCn nD
I I
L. rvl) 1
BARBED OR
ELECTRIC WIRE
4" TO 6" T
WOVEN WIRE ­��
GROUND LINE-\
1_1 �
LL. Z
(14
/- LINE POST = Z
WOVEN WIRE WITHONE BARB DETAIL
LINE POSTS (WOODEN): MIN. 4 IN. DIAM. OR 4 IN. SQUARE
WOVEN WIRE:
ASTM CLASS 3 GALVANIZED.
TOP AND BOTTOM WIRES MIN. 12 GAUGE.
INTERMEDIATE AND STAYWIRES MIN.
12 1/2 GAUGE.
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 OFSPECIES SUCHAS RED CEDAR,BLACK
LOCUST OR OSAGE-ORANGE WITHBARK REMOVED,OR NON-DURABLE WOOD THAT IS PRESERVATIVE PRESSURE
TREATED (0.40 LBS./CUBIC FOOT CCA,OR EQUIVALENT NON-CCA TREATMENT). DO NOT USE RED PINE.
Intl
WOVEN WIRE FENCE (NRCS DETAIL 382A)
NTS
EXISTING TREES IN EXCAVATION
AREAS TO BE REMOVED UNLESS
OTHERWISE DIRECTED BY DESIGNER
INSTALL COIR MATTING (ROLANKA
BIOD-MAT 90 OR EQUIVALENT) PER
MANUFACTURER'S INSTRUCTIONS
EXCAVATE / GRADE UPPER BANK
WITHIPLANS AND SPECIFICATIONS.
2. KEYIN COIR MATTING PER DIRECTION OFENGINEER.
3. SEED AND MULCHALL BANKS PRIOR TO INSTALLING EXISTING
COIR MATTING. CHANNELBED
TYPICAL BANK GRADING (OPT 1)
NTS
EXISTING TREES IN EXCAVATION
AREAS TO BE REMOVED UNLESS
OTHERWISE DIRECTED BY DESIGNER
INSTALL COIR MATTING (ROLANKA
BIOD-MAT 90 OR EQUIVALENT) PER
MANUFACTURER'S INSTRUCTIONS
- EXCAVATE / GRADE UPPER BANK
/,-- INSTALL LIVE STAKES
TYPICAL CROSS-SECTION WHEN TOB _> 0.75' 13EAOW EXIITIXF FPA��E
1. INSERT
2. REMOVE
3. INSERT
NA
NA
WITHIPLANS AND SPECIFICATIONS.
5'
P LANTI NG BAR AS
PLANTING BAR
PLANTING BAR 2
->12'
2.
KEYIN COIR MATTING PER DIREC11ON OFENGINEER.
\,--
->10'
SHOWN AND PULL
AND
INCHES TOWARD
5A
3.
SEED AND MULCHALL BANKS PRIOR TO INSTALLING 5' TO 7'
5B
HANDLE TOWARD
PLACESEEDING
PLANTER FROM
EXISTING
COIR MATTING.
PLANTER.
AT CORRECT
SEEDING.
BENCH CHANNELBED
DEPTH.
PROPOSED TOP OF BANK
ELEVATION IS LESS THAN
TYPICAL BANK GRADING (OPT 2)
0.75' BELOW EXISTING
GRADE.
NTS
DESIGN
CROSS-SECTION
TIE TO EXISTING GRADE; TIE TO EXISTING GRADE;
MAX SLOPE 5H:lV MAX SLOPE 5H:lV
4. PULL HANDLE OF
5. PUSH
6. LEAVE
BARTOWARD
HANDLE
COMPACTION
TYPICAL CROSS-SECTION WHEN TOB < 0.75' BELOW EXISTING GRADE
PLANTER, FIRMING
FORWARD
HOLE OPEN.
SO I L AT BOTTOM.
FIRMING SOIL
WATER
AT TOP.
THOROUGHLY.
REACH
MINIMUM
BENCH WIDTH
CUMULATIVE
BENCH WIDTH
1
NA
NA
2
5'
+0'
3A
5'
->12'
3B
5'
->10'
3C
5'
_> 5'
5A
101
_>20'
5B
NA
NA
TYPICAL CROSS-SECTION GRADING
NTS
PLANTING NOTES:
PLANTING BAG
DURING PLANTING, SEEDLINGS
SHALL BE KEPT IN A MOIST
CANVAS BAG OR SIMILAR
CONTAINER TO PREVENT THE
ROOT SYSTEMS FROM DRYING. tAA
KBC PLANTING BAR
PLANTING BAR SHALL HAVE A
BLADE WITH A TRIANGULAR
CROSS SECTION, AND SHALL
BE 12 INCHES LONG,
4 INCHESWIDEAND
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.
NOTES:
BARE ROOTS SHALL BE
PLANTED6FT. T010 FT. ON
CENTER, RANDOM SPACING,
AVERAGING 8 FT. ON CENTER,
APPROXIMATELY 680 PLANTS
PERACRE.
BARE ROOT PLANTING
NTS
I INC.,
NOTES:.
1 . BERM SHALL BE SEEDED WHEN BERM CONSTRUCTION IS
COMPLETE. SEE PLANTING SHEETS FOR SEED MIX.
2. BERM SHALL BE CONSTRUCTED TO THE DIMENSIONS
SHOWN UNLESS OTHERWISE NOTED.
3. IN LOCATIONS WHERE THE BERM CROSSES A FARM ROAD
OR ACCESS, (1) A MINIMUM SIDESLOPE OF 4:1 SHALL BE
USED, AND (2) THE BERM SHALL BE COVERED BY A 6
INCH LAYER OF COARSE AGGREAGATE.
PERMANENT BERM
NTS