20170887 Ver 1 _Bethel Branch 60% Plans IRT Submittal _20180912

SheetChecked By:Job Number:Drawn By:Project Engineer:312 W. Millbrook Road, Ste 225Raleigh, NC 27609Tel: [phone]Firm License No. F-0831Date:Revisions:PRELIMIN
ARY
DO NOTUSE F
OR
CONSTRUCTIONQ:\ActiveProjects\005-40045 Cane Creek Mit Bank\CADD\Bethel Branch Site\Plans\40045-BB-Title Sheet.dwgApril 27, 2018Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaTitle Sheet005-40045JCKANAGAT0.1April 26, 2018Cane Creek Umbrella Mitigation Bank - Bethel Branch
Cape Fear River Basin 03030002
Chatham County, North Carolina
Title Sheet 0.1
Project Overview 0.2
General Notes and Symbols 0.3
Stream Plan and Profile 1.1-1.16
Planting Tables 2.0
Planting Plan 2.1
Erosion and Sediment Control Plan Overview Not Included
Erosion and Sediment Control Plan Not Included
Fencing Plan Overview Not Included
Fencing Plan Not Included
Details 5.1-5.8
Vicinity Map
Not to Scale
BEFORE YOU DIG!
IT'S THE LAW!
CALL 1-800-632-4949N.C. ONE-CALL CENTER
Sheet Index
Project Directory
DRAFT PLANS FOR IRT
MITIGATION PLAN REVIEW
APRIL 26, 2018
Surveying:
Kee Mapping & Surveying, PA
111 Central Avenue
Asheville, NC 28801
Brad Kee, PLS
828-645-8275
Engineering:
Wildlands Engineering, Inc.
License No. F-0831
312 West Millbrook Road, Suite 225
Raleigh, NC 27609
Jeff Keaton, PE, Project Manager
Greg Turner, PE, Project Engineer
919-851-9986
USACE Action ID No. 2016-02365
Stream Origins
Stream Latitude Longitude
UT1 N 35º 49' 40.63"W 79º 22' 17.42"
UT2 N 35º 49' 36.54"W 79º 21' 52.39"
UT3 N 35º 49' 53.89"W 79º 21' 49.66"
N
0'150'300'450'
(HORIZONTAL)SheetChecked By:Job Number:Drawn By:Project Engineer:312 W. Millbrook Road, Ste 225Raleigh, NC 27609Tel: [phone]Firm License No. F-0831Date:Revisions:PRELIMIN
ARY
DO NOTUSE F
OR
CONSTRUCTIONQ:\ActiveProjects\005-40045 Cane Creek Mit Bank\CADD\Bethel Branch Site\Plans\40045-BB-Overview.dwgApril 27, 2018Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaProject Overview005-40045JCKANAGAT0.2April 26, 2018NCECECECECECECECECECECE
CE
CE
CE
CE
CE
CE
CE CE
C
ECECECECECE
CECECEC
E
C
E
C
E
C
E
CE
CE
CECECECECECECECECE CE
CE CECECECE
CE CECECECECECECE CECE
CE
CE
CECECECE
CE CECECECECECECECECECECECECECECECECECE
CE
CE
CE
CE
CE
CE
CE
CE
CEC
E
C
E
C
E
CECECECECECECECECECECEC
E
CECECE
CE CE CECECECECECECECEX
X
XXXXXXXXX
XXXXXXXX
X
X
X
X
X
XX
XX
X
X XMOON LINDLEY ROADRE WRI
G
H
T

R
O
A
D
1.
2
UT
1
UT2UT3
1.
1
1.3
1.4
1.5
1
.
6 1.71.81.9
1.10
1.11
1.12
1.13
1.14 1.161.15
PARCEL ID: 01073
PIN: 8795-07-7766
DARRYL M LINDLEY
TRUSTEE
DB: 1537, PG: 0881
PARCEL ID: 01054
PIN: 8795-15-0886
DARRYL M LINDLEY
TRUSTEE
DB: 1554, PG: 0159
PARCEL ID: 1094
PIN: 8795-28-0403
NOW OR FORMERLY
FLORA JORDAN LIFE
ESTATE
DB: 860, PG: 44
PB: 88, PG: 39
PARCEL ID: 01053
PIN: 8795-16-6985
DARRYL M LINDLEY
TRUSTEE
DB: 1554, PG: 0159
BEGIN - UT1 REACH 1
RESTORATION
STA: 100+22
END UT1 REACH 1
RESTORATION
BEGIN UT1 REACH 2
ENHANCEMENT
STA: 125+86
END UT1 REACH 2
ENHANCEMENT
STA: 125+59
BEGIN UT2 REACH 1
ENHANCEMENT
STA: 200+01
END UT2 REACH 1
ENHANCEMENT
BEGIN UT2 REACH 2
RESTORATION
STA: 212+43
END UT2 REACH 2
BEGIN UT2 REACH 3
RESTORATION
STA: 225+23
END UT2 REACH 3
RESTORATION
BEGIN UT2 REACH 4
ENHANCEMENT
STA: 229+35
END UT3 REACH 1
RESTORATION
STA: 309+40
BEGIN UT3 REACH 1
RESTORATION
STA: 301+39
END UT2 REACH 4
ENHANCEMENT
STA: 233+68
CONSERVATION
EASEMENT BREAK
STA: 118+40
CONSERVATION
EASEMENT BREAK
STA: 117+90
CONSERVATION
EASEMENT BREAK
STA: 224+08
CONSERVATION
EASEMENT BREAK
STA: 223+58
CONSERVATION
EASEMENT BREAK
STA: 212+93
CONSERVATION
EASEMENT BREAK
STA: 212+43
SheetChecked By:Job Number:Drawn By:Project Engineer:312 W. Millbrook Road, Ste 225Raleigh, NC 27609Tel: [phone]Firm License No. F-0831Date:Revisions:PRELIMIN
ARY
DO NOTUSE F
OR
CONSTRUCTIONQ:\ActiveProjects\005-40045 Cane Creek Mit Bank\CADD\Bethel Branch Site\Plans\40045-BB-General Notes and Symbols.dwgApril 27, 2018Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaGeneral Notes and Symbols005-40045JCKANAGAT0.3April 26, 2018General Notes Construction Sequence
(To be included with final plans)(To be included with final plans)
Existing Property Boundary
Existing 5' Major Contour
Existing 1' Minor Contour
Existing Thalweg
Existing Edge of Pavement
Existing Fence
Existing Top of Bank
Existing Wetlands
Existing Treeline
Existing Tree
Existing Bedrock
Existing Farm Road
Proposed Conservation Easement
Proposed Temporary Construction Easement
Proposed Stream Alignment
Proposed Bankfull
Proposed 5' Major Contour
Proposed 1' Minor Contour
Proposed Native Material Constructed Riffle
See Detail 1, Sheet 5.1
Proposed Woody Riffle
See Detail 2, Sheet 5.1
Proposed Angled Log Riffle
See Detail 3, Sheet 5.1
Proposed Chunky Riffle
See Detail 4, Sheet 5.1
Proposed Angled Log Sill
See Detail 2, Sheet 5.2
Proposed Boulder Sill
See Detail 1, Sheet 5.2
Proposed Log J-Hook
See Detail 1, Sheet 5.3
10+00
CE CE CE
CR-NM
Existing Features Proposed Features
CR-WD
CR-ALR
Proposed Log Vane
See Detail 2, Sheet 5.3
Proposed Rock Cascade with Pools
See Detail 3, Sheet 5.3
Proposed Brush Toe
See Details 1 and 2, Sheet 5.4
Proposed Boulder Toe
See Detail 1, Sheet 5.5
Proposed Channel Plug
See Detail 2, Sheet 5.5
Proposed Permanent Culvert Crossing
See Detail 1, Sheet 5.9
Proposed Woven Wire Fence
See Detail 3, Sheet 5.5
Proposed 2" Tube Steel Gate
See Detail 4, Sheet 5.5
Proposed Construction Entrance
See Detail 3, Sheet 5.6
Proposed Pump Around System
See Detail 4, Sheet 5.6
Proposed Temporary Silt Fence
See Detail 1, Sheet 5.7
Proposed Silt Fence Gravel Outlet
See Detail 2, Sheet 5.7
Proposed Temporary Stream Crossing - Timber Mat
See Detail 3, Sheet 5.7
Proposed Tree Protection Fencing
See Detail 4, Sheet 5.7
Proposed Haul Road
Proposed Stockpile/Staging Area
Proposed Limits Of Disturbance[x]TLOD
Erosion Control Features
SAF
TCE TCE TCE TCE
540
540
X X
CR-CH
TOB TOB
0'20'40'60'
(HORIZONTAL)SheetChecked By:Job Number:Drawn By:Project Engineer:312 W. Millbrook Road, Ste 225Raleigh, NC 27609Tel: [phone]Firm License No. F-0831Date:Revisions:PRELIMIN
ARY
DO NOTUSE F
OR
CONSTRUCTIONQ:\ActiveProjects\005-40045 Cane Creek Mit Bank\CADD\Bethel Branch Site\Plans\40045-BB-Profiles-UT1-UT3.dwgApril 27, 2018Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaUT1 Reach 1Stream Plan and Profile005-40045JCKANAGAT1.1April 26, 2018N
0'2'4'6'
(VERTICAL)
NOTE:
SEE SHEET 1.2 FOR TYPICAL SECTIONS
STA: 102+85 - 108+33
BANKFULL WIDTH = 18.50'BANKFULL WIDTH = 18.50'
UT1
REACH 1A - TYPICAL SECTION:
RIFFLE
STA: 100+00 TO 102+85
SCALE: 1" = 3'
BANKFULL WIDTH = 14.20'
4.75'4.70'4.75'
Dmax = 2.10'2.5:
1 2.5:1
12.00'6.00'
Dmax = 3.00'4:1 2:1
16.20'
Dmax = 3.60'
4.5:1 0.5:1UT1
REACH 1A - TYPICAL SECTION:
SHALLOW POOL
STA: 100+00 TO 102+85
SCALE: 1" = 3'
UT1
REACH 1A - TYPICAL SECTION:
POOL WITH STRUCTURE
STA: 100+00 TO 102+85
SCALE: 1" = 3'
0.50'1.80'0.50'
6.25'
2.05'
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK TOP OF BANK TOP OF BANK
1.90' 1.90'
542
545
550
555
542
545
550
555
100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50
-0.4%-0.4%-0.4%-0.9%
-4.6
%
-0.9%-1.3%
-0.3%
STA = 100+00
ELEV = 548.90
STA = 100+65
ELEV = 547.42
STA = 100+78
ELEV = 547.42STA = 100+92ELEV = 548.81STA = 101+13ELEV = 548.73STA = 101+25
ELEV = 547.88
STA = 101+37
ELEV = 547.88STA = 101+49ELEV = 548.73STA = 101+76ELEV = 548.63STA = 101+86
ELEV = 547.73
STA = 101+96
ELEV = 547.73STA = 102+06ELEV = 548.63STA = 102+50ELEV = 548.45STA = 102+62
ELEV = 547.54
STA = 102+73
ELEV = 547.54STA = 102+85ELEV = 548.45STA = 103+09ELEV = 548.24STA = 103+21
ELEV = 547.70
STA = 103+33
ELEV = 547.70STA = 103+45ELEV = 548.24STA = 103+80ELEV = 547.94STA = 103+92
ELEV = 546.67 STA = 104+05
ELEV = 546.67STA = 104+18ELEV = 547.94STA = 104+41ELEV = 547.63STA = 104+41
ELEV = 546.67STA = 100+52ELEV = 548.81STA = 100+52ELEV = 548.81STA = 100+22ELEV = 548.90STA = 100+22ELEV = 548.90STA = 100+07
ELEV = 548.17
STA = 100+15
ELEV = 548.17
STA = 100+15
ELEV = 548.17
EXISTING GROUND
PROPOSED GRADE
PROPOSED
BANKFULL
-0.2%
-0.7%CECECECECECECECECECECECECECECECECECECE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CECECECECECECECECECECECECECECECECECECECECEX
X
X
XXXXXXXFILL EXISTING
CHANNEL
UT1
BEGIN UT1
REACH 1 (RESTORATION)
STA: 100+22
555
5
5
0
550
555CR-NM
CR-NM
CR
-
N
M CR-NM
C
R
-
W
D
CR-W
D
CR-
W
D
MOON LINDLEY ROAD63"x75" CMP
INV IN: 549.1
INV OUT: 548.9
100+0
0
1
0
1
+
0
0
102+0
0
103+00
104+00
MATCH LINE - STA 104+50
0'20'40'60'
(HORIZONTAL)SheetChecked By:Job Number:Drawn By:Project Engineer:312 W. Millbrook Road, Ste 225Raleigh, NC 27609Tel: [phone]Firm License No. F-0831Date:Revisions:PRELIMIN
ARY
DO NOTUSE F
OR
CONSTRUCTIONQ:\ActiveProjects\005-40045 Cane Creek Mit Bank\CADD\Bethel Branch Site\Plans\40045-BB-Profiles-UT1-UT3.dwgApril 27, 2018Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaUT1 Reach 1Stream Plan and Profile005-40045JCKANAGAT1.2April 26, 2018N0'2'4'6'
(VERTICAL)
NOTE:
SEE SHEET 1.3 FOR TYPICAL SECTIONS
STA: 108+33 - 125+86
UT1
REACH 1B - TYPICAL SECTION:
RIFFLE
STA: 102+85 TO 108+33
SCALE: 1" = 3'
BANKFULL WIDTH = 12.00'
4.75'2.50'4.75'
2.5:1 2.5:1
BANKFULL WIDTH = 15.60'
10.00'5.00'
4:1 2:1
BANKFULL WIDTH = 15.60'
13.50'
0.60'1.50'
1.80'
Dmax = 3.00'
4.5:1 0.5:1UT1
REACH 1B - TYPICAL SECTION:
SHALLOW POOL
STA: 102+85 TO 108+33
SCALE: 1" = 3'
UT1
REACH 1B - TYPICAL SECTION:
POOL WITH STRUCTURE
STA: 102+85 TO 108+33
SCALE: 1" = 3'
Dmax = 1.60'Dmax = 2.50'
0.60'
5.30'
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANKTOP OF BANKTOP OF BANK
1.40'
540
545
550
555
540
545
550
555
104+50 105+00 105+50 106+00 106+50 107+00 107+50 108+00 108+50
-1.6%
-2.1%
-1.7%
-2.4%
-2.3%
-1.9%STA = 104+76ELEV = 546.67STA = 104+93ELEV = 547.53STA = 105+26ELEV = 546.99STA = 105+41
ELEV = 545.58
STA = 105+56
ELEV = 545.58STA = 105+71ELEV = 546.99STA = 105+89ELEV = 546.61STA = 106+00
ELEV = 545.66
STA = 106+11
ELEV = 545.66STA = 106+22ELEV = 546.61STA = 106+67ELEV = 545.84STA = 106+84ELEV = 544.53STA = 107+00ELEV = 544.53STA = 107+17ELEV = 545.84STA = 107+29ELEV = 545.55STA = 107+29
ELEV = 544.58
STA = 107+62
ELEV = 544.58STA = 107+78ELEV = 545.45STA = 107+97ELEV = 545.01STA = 108+09
ELEV = 543.63
STA = 108+21
ELEV = 543.63STA = 108+33ELEV = 545.01EXISTING GROUND
PROPOSED GRADE
PROPOSED
BANKFULL
-0.7%
CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE
CE
CE
CE
CE
CE
CE
CE CE CE
CE
CE
CECECECECECECECECECECECECECECECECECECECECECECECECEX
X
X X X X X X X X X X X X
UT1
FILL EXISTING
CHANNEL
REMOVE FENCE WITHIN
CONSERVATION EASEMENT
550
550
54
7
.
0
0
0
550
555CR-CH CR-CHCR
-
C
H
C
R
-
A
L
R
CR
-
A
L
R
CR-ALR
1
0
5
+
0
0
106+00
107+00
10
8
+
0
0
MATCH LINE - STA 104+50MATCH LINE - STA 108+50
0'20'40'60'
(HORIZONTAL)SheetChecked By:Job Number:Drawn By:Project Engineer:312 W. Millbrook Road, Ste 225Raleigh, NC 27609Tel: [phone]Firm License No. F-0831Date:Revisions:PRELIMIN
ARY
DO NOTUSE F
OR
CONSTRUCTIONQ:\ActiveProjects\005-40045 Cane Creek Mit Bank\CADD\Bethel Branch Site\Plans\40045-BB-Profiles-UT1-UT3.dwgApril 27, 2018Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaUT1 Reach 1Stream Plan and Profile005-40045JCKANAGAT1.3April 26, 2018N0'2'4'6'
(VERTICAL)
2.70'
UT1
REACH 1C - TYPICAL SECTION:
RIFFLE
STA: 108+33 TO 125+86
SCALE: 1" = 3'
BANKFULL WIDTH = 13.20'
3.75'5.70'3.75'
Dmax = 1.70'2.5:
1 2.5:1
BANKFULL WIDTH = 17.20'
10.80'5.40'
4:1 2:1
BANKFULL WIDTH = 17.20'
14.85'1.65'
4.5:1
UT1
REACH 1C - TYPICAL SECTION:
SHALLOW POOL
STA: 108+33 TO 125+86
SCALE: 1" = 3'
UT1
REACH 1C - TYPICAL SECTION:
POOL WITH STRUCTURE
STA: 108+33 TO 125+86
SCALE: 1" = 3'0.5:10.70'
2.00'
1.00'
5.90'
Dmax = 3.30'
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK TOP OF BANK TOP OF BANK
1.50'
538
540
545
550
555
538
540
545
550
555
108+50 109+00 109+50 110+00 110+50 111+00 111+50 112+00 112+50 113+00STA = 108+61ELEV = 544.46STA = 108+80ELEV = 542.94STA = 108+99ELEV = 542.94STA = 109+18ELEV = 544.46STA = 109+32ELEV = 544.30STA = 109+43
ELEV = 542.68
STA = 109+55
ELEV = 542.68STA = 109+66ELEV = 544.31STA = 110+05ELEV = 543.87STA = 110+22ELEV = 542.31STA = 110+40ELEV = 542.31STA = 110+57ELEV = 543.87STA = 110+69ELEV = 543.71STA = 110+69
ELEV = 541.99
STA = 111+14
ELEV = 541.99STA = 111+36ELEV = 543.61STA = 111+70ELEV = 543.13STA = 111+87ELEV = 542.17STA = 112+03ELEV = 542.17STA = 112+19ELEV = 543.13STA = 112+36ELEV = 542.84STA = 112+51ELEV = 541.29STA = 112+67ELEV = 541.29STA = 112+82
ELEV = 542.84
STA = 112+85
ELEV = 542.79
STA = 112+85
ELEV = 541.67
-1.1%
-1.1%
-1.4%
-1.4%
-1.8%-1.5%
EXISTING GROUND
PROPOSED GRADE
PROPOSED
BANKFULL
-0.7%
CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECEX
X
X
X
X X X X X
X
X
X
X
X
X
X
X
X
UT1
FILL EXISTING
CHANNEL
REMOVE FENCE WITHIN
CONSERVATION EASEMENT
545
550
55554
5
C
R
-
N
M
CR-N
M
C
R
-
NM CR-NM
C
R
-
A
L
R
CR-AL
R
109+
0
0
110+
0
0
111+00
112+00
113+00MATCH LINE - STA 108+50MATCH LINE - STA 113+00
0'20'40'60'
(HORIZONTAL)SheetChecked By:Job Number:Drawn By:Project Engineer:312 W. Millbrook Road, Ste 225Raleigh, NC 27609Tel: [phone]Firm License No. F-0831Date:Revisions:PRELIMIN
ARY
DO NOTUSE F
OR
CONSTRUCTIONQ:\ActiveProjects\005-40045 Cane Creek Mit Bank\CADD\Bethel Branch Site\Plans\40045-BB-Profiles-UT1-UT3.dwgApril 27, 2018Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaUT1 Reach 1Stream Plan and Profile005-40045JCKANAGAT1.4April 26, 2018N0'2'4'6'
(VERTICAL)
2.70'
UT1
REACH 1C - TYPICAL SECTION:
RIFFLE
STA: 108+33 TO 125+86
SCALE: 1" = 3'
BANKFULL WIDTH = 13.20'
3.75'5.70'3.75'
Dmax = 1.70'2.5:
1 2.5:1
BANKFULL WIDTH = 17.20'
10.80'5.40'
4:1 2:1
BANKFULL WIDTH = 17.20'
14.85'1.65'
4.5:1
UT1
REACH 1C - TYPICAL SECTION:
SHALLOW POOL
STA: 108+33 TO 125+86
SCALE: 1" = 3'
UT1
REACH 1C - TYPICAL SECTION:
POOL WITH STRUCTURE
STA: 108+33 TO 125+86
SCALE: 1" = 3'0.5:10.70'
2.00'
1.00'
5.90'
Dmax = 3.30'
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK TOP OF BANK TOP OF BANK
1.50'
535
540
545
550
535
540
545
550
113+00 113+50 114+00 114+50 115+00 115+50 116+00 116+50 117+00 117+50STA = 113+13ELEV = 541.67STA = 113+28ELEV = 542.64STA = 113+50ELEV = 542.39STA = 113+65ELEV = 541.37STA = 113+81ELEV = 541.37STA = 113+96ELEV = 542.39STA = 114+12ELEV = 542.17STA = 114+24
ELEV = 540.52
STA = 114+36
ELEV = 540.52STA = 114+48ELEV = 542.17STA = 114+77ELEV = 541.72STA = 114+95ELEV = 540.79STA = 115+12ELEV = 540.79STA = 115+30ELEV = 541.72STA = 115+43ELEV = 541.46STA = 115+58ELEV = 540.51STA = 115+72ELEV = 540.51STA = 115+87ELEV = 541.46STA = 115+94
ELEV = 541.30
STA = 116+13
ELEV = 540.25
STA = 116+31
ELEV = 540.25STA = 116+50ELEV = 541.30STA = 116+64ELEV = 540.96STA = 116+82ELEV = 539.34STA = 117+00ELEV = 539.34STA = 117+18ELEV = 540.96EXISTING GROUND
PROPOSED GRADE
PROPOSED
BANKFULL
-1.1%-1.3%
-1.6%
-2.0%-2.2%-2.3%
-1.1%
-0.7%
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CECECECECECECECECECECECECECECECECECECECECECECECECECEX
X
X
X
X
X
X
X
UT1
REMOVE FENCE WITHIN
CONSERVATION EASEMENT
FILL EXISTING
CHANNEL
540
545
CR-
N
M
C
R
-
C
H
CR-CH CR-ALRC
R
-
C
H CR-ALRCR
-
N
M545113+00
114+00115+00
11
6
+
0
0
117+00
MATCH LINE - STA 113+00MATCH LINE - STA 117+50
0'20'40'60'
(HORIZONTAL)SheetChecked By:Job Number:Drawn By:Project Engineer:312 W. Millbrook Road, Ste 225Raleigh, NC 27609Tel: [phone]Firm License No. F-0831Date:Revisions:PRELIMIN
ARY
DO NOTUSE F
OR
CONSTRUCTIONQ:\ActiveProjects\005-40045 Cane Creek Mit Bank\CADD\Bethel Branch Site\Plans\40045-BB-Profiles-UT1-UT3.dwgApril 27, 2018Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaUT1 Reach 1Stream Plan and Profile005-40045JCKANAGAT1.5April 26, 2018N0'2'4'6'
(VERTICAL)
535
540
545
550
535
540
545
550
117+50 118+00 118+50 119+00 119+50 120+00 120+50 121+00 121+50 122+00
-1.0%-1.3%
-1.4%
-1.2%
-0.5%
-0.7%
STA = 117+50
ELEV = 540.59
STA = 117+57
ELEV = 539.64
STA = 117+63
ELEV = 539.64STA = 117+70ELEV = 540.59STA = 118+96
ELEV = 538.40
STA = 119+04
ELEV = 538.40STA = 119+13ELEV = 539.95STA = 119+23ELEV = 539.85STA = 119+38ELEV = 538.80STA = 119+53ELEV = 538.80STA = 119+69ELEV = 539.85STA = 120+05ELEV = 539.38STA = 120+20
ELEV = 537.83
STA = 120+35
ELEV = 537.83STA = 120+49ELEV = 539.38STA = 120+64ELEV = 539.17STA = 120+84ELEV = 537.53STA = 121+05ELEV = 537.53STA = 121+25ELEV = 539.07STA = 121+43ELEV = 538.84STA = 121+43
ELEV = 537.19
STA = 121+78
ELEV = 537.19
STA = 121+96
ELEV = 538.74STA = 118+22ELEV = 540.31STA = 118+88ELEV = 539.95STA = 118+88ELEV = 539.95STA = 118+40ELEV = 540.31STA = 118+40ELEV = 540.31STA = 118+28
ELEV = 538.71
STA = 118+34
ELEV = 538.71
STA = 118+34
ELEV = 538.71 EXISTING GROUND PROPOSED GRADE
PROPOSED
BANKFULL
-0.7%CECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECE CE CE CE CE CE CE CE CE CE CE CE CE
CE
CE
CE
CE
CE
CECECECECECECECECECECECEXXXXXXXXXXXXXXXXXXXXX
X
X
XXXXXXXXXXUT1
FILL EXISTING
CHANNEL
REMOVE FENCE WITHIN
CONSERVATION EASEMENT
540
545
5
4
0
50' EASEMENT BREAK
UT1
REACH 1
STA: 117+90
545
CR-NM
CR-NM CR-NMCR-
N
M CR-NMCR-CHEXISTING FARM ROADPERMANENT CULVERT CROSSING
CR-ALR
50' EASEMENT BREAK
UT1
REACH 1
STA: 118+40
118+00
119+
0
0
120
+
0
0
121+0
0
122+00MATCH LINE - STA 117+50MATCH LINE - STA 122+002.70'
UT1
REACH 1C - TYPICAL SECTION:
RIFFLE
STA: 108+33 TO 125+86
SCALE: 1" = 3'
BANKFULL WIDTH = 13.20'
3.75'5.70'3.75'
Dmax = 1.70'2.5:1 2.5:1
BANKFULL WIDTH = 17.20'
10.80'5.40'
4:1 2:1
BANKFULL WIDTH = 17.20'
14.85'1.65'
4.5:1
UT1
REACH 1C - TYPICAL SECTION:
SHALLOW POOL
STA: 108+33 TO 125+86
SCALE: 1" = 3'
UT1
REACH 1C - TYPICAL SECTION:
POOL WITH STRUCTURE
STA: 108+33 TO 125+86
SCALE: 1" = 3'0.5:10.70'
2.00'
1.00'
5.90'
Dmax = 3.30'
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK TOP OF BANK TOP OF BANK
1.50'
0'20'40'60'
(HORIZONTAL)SheetChecked By:Job Number:Drawn By:Project Engineer:312 W. Millbrook Road, Ste 225Raleigh, NC 27609Tel: [phone]Firm License No. F-0831Date:Revisions:PRELIMIN
ARY
DO NOTUSE F
OR
CONSTRUCTIONQ:\ActiveProjects\005-40045 Cane Creek Mit Bank\CADD\Bethel Branch Site\Plans\40045-BB-Profiles-UT1-UT3.dwgApril 27, 2018Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaUT1 Reach 1Stream Plan and Profile005-40045JCKANAGAT1.6April 26, 2018N
0'2'4'6'
(VERTICAL)
2.70'
UT1
REACH 1C - TYPICAL SECTION:
RIFFLE
STA: 108+33 TO 125+86
SCALE: 1" = 3'
BANKFULL WIDTH = 13.20'
3.75'5.70'3.75'
Dmax = 1.70'2.5:1 2.5:1
BANKFULL WIDTH = 17.20'
10.80'5.40'
4:1 2:1
BANKFULL WIDTH = 17.20'
14.85'1.65'
4.5:1
UT1
REACH 1C - TYPICAL SECTION:
SHALLOW POOL
STA: 108+33 TO 125+86
SCALE: 1" = 3'
UT1
REACH 1C - TYPICAL SECTION:
POOL WITH STRUCTURE
STA: 108+33 TO 125+86
SCALE: 1" = 3'0.5:10.70'
2.00'
1.00'
5.90'
Dmax = 3.30'
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK TOP OF BANK TOP OF BANK
1.50'
530
535
540
545
530
535
540
545
122+00 122+50 123+00 123+50 124+00 124+50 125+00 125+50 126+00 126+50 127+00 127+20STA = 122+10ELEV = 538.50STA = 122+27ELEV = 536.90STA = 122+44ELEV = 536.90STA = 122+61ELEV = 538.50STA = 122+79ELEV = 538.24STA = 122+91
ELEV = 536.63
STA = 123+02
ELEV = 536.63STA = 123+14ELEV = 538.24STA = 123+74ELEV = 537.79STA = 123+87ELEV = 536.19STA = 124+00ELEV = 536.19STA = 124+13ELEV = 537.79STA = 124+35ELEV = 537.44STA = 124+35
ELEV = 535.76 STA = 124+62ELEV = 535.76STA = 124+75ELEV = 537.14STA = 124+91ELEV = 536.76STA = 124+91
ELEV = 535.35 STA = 125+12ELEV = 535.35STA = 125+22ELEV = 536.46STA = 125+86ELEV = 534.75-1.7%-1.4%
-0.7%
-1.7%
-2.5%
-2.7%
EXISTING GROUNDPROPOSED GRADE
PROPOSED
BANKFULL
-0.7%
-0.8%CECECECECECECECECECECECECECECECECECECECECECECECECECECECE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE
CECECECECECECECECECECECECEXXXXXXXXXXXX233+00233+68UT1
UT2REMOVE FENCE WITHIN
CONSERVATION EASEMENT
FILL EXISTING
CHANNEL
545
540 END UT1
REACH 1 (RESTORATION)
BEGIN UT1
REACH 2 (ENHANCEMENT)
STA: 125+86
540
540
540
C
R
-
NM
CR
-
N
M
CR-W
D
CR-
A
L
D
CR-AL
R
CR-ALREND UT 2
REACH 4 (ENHANCEMENT)
STA: 233+68122+00123+00
124+00
125+00
126+00
END UT1
REACH 2 (ENHANCEMENT)
STA: 127+00
MATCH
L
IN
E

-

STA
122+00
0'20'40'60'
(HORIZONTAL)SheetChecked By:Job Number:Drawn By:Project Engineer:1430 S. Mint Street, Ste 104Charlotte, NC 28203Tel: [phone]Fax: [phone]Firm License No. F-0831Date:Revisions:PRELIMINARYDO NOTUSE FORCONSTRUCTIONQ:\ActiveProjects\005-40045 Cane Creek Mit Bank\CADD\Bethel Branch Site\Plans\40045-BB-Profiles-UT2.dwgApril 27, 2018Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaUT2 Reach 1Stream Plan and Profile005-40045JCKANAGAT1.7April 26, 2018N0'2'4'6'
(VERTICAL)TOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOB
TOB
TOB
TOB
TOB
T
O
B
T
O
B
TO
B
TO
B
TOB
TOB
TOB
TOB
TOB
TOB TO
B TOBTOB TOBTOB
TOB TOB
TOBCE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECEUT2BEGIN UT2 REACH 1
ENHANCEMENT
STA: 200+01
TO
B
TOBTOBTOBTOBTO
B
TOB
TO
B
TO
B
TOBTO
B
TO
B
TO
B
TOBTOBOVERHEAD UTILITY
WIRE
TO
B
TOBTOB
TOBTOBTOB
TOB
TOBTOBTOBTOBTO
B
TOB
TO
B
TO
B
TOBTO
B
TO
B
TO
B
TOBTOBRE WRIGHT ROAD575
20
0
+
0
0
201+0
0
202+00 203+00
204+
0
0
205+00
EXISTING 24" RCP
INV IN: 578.9
INV OUT: 577.6
EXISTING 24" RCP
INV IN: 578.7
INV OUT: 578.7
FARM

R
O
A
D
MATCH LINE - STA 204+50570
575
580
570
575
580
200+00 200+50 201+00 201+50 202+00 202+50 203+00 203+50 204+00 204+50
EXISTING GROUND
0'20'40'60'
(HORIZONTAL)SheetChecked By:Job Number:Drawn By:Project Engineer:1430 S. Mint Street, Ste 104Charlotte, NC 28203Tel: [phone]Fax: [phone]Firm License No. F-0831Date:Revisions:PRELIMINARYDO NOTUSE FORCONSTRUCTIONQ:\ActiveProjects\005-40045 Cane Creek Mit Bank\CADD\Bethel Branch Site\Plans\40045-BB-Profiles-UT2.dwgApril 27, 2018Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaUT2 Reach 1Stream Plan and Profile005-40045JCKANAGAT1.8April 26, 2018N0'2'4'6'
(VERTICAL)
560
565
570
575
560
565
570
575
204+50 205+00 205+50 206+00 206+50 207+00 207+50 208+00 208+50
EXISTING GROUND
TOBTOBTOB TOBTOB TOB TOB
TO
B TOBTOBTOBTOB TOB
TO
B
TO
B
TO
B
TO
B
TOB
T
O
B
TO
B
TOBTOBTOBCECECECEC
E
C
E
C
E
C
E
C
E CECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECEUT2
TOB TOBTOB
TOB
TOB
TOB
TO
B
TOB
TOBTOBTOB TOBTOB TOBTO
B
TOB
TOB
TOB TOBTOBTOBTOB
TOB
TOB
T
O
B
T
O
B
TO
B
TOB
TOB
TO
B
TO
B
TOBTOBTOB
TOB
TOB
TOB
TO
B
TOB
TOBTOB575EXISTI
N
G
F
A
R
M
R
O
A
D
204+00205+
0
0 206+00207+
0
0
208
+
0
0
FARM
R
O
A
DMATCH L
INE

-
STA
204+50MATCH LINE - STA 208+50
0'20'40'60'
(HORIZONTAL)SheetChecked By:Job Number:Drawn By:Project Engineer:1430 S. Mint Street, Ste 104Charlotte, NC 28203Tel: [phone]Fax: [phone]Firm License No. F-0831Date:Revisions:PRELIMINARYDO NOTUSE FORCONSTRUCTIONQ:\ActiveProjects\005-40045 Cane Creek Mit Bank\CADD\Bethel Branch Site\Plans\40045-BB-Profiles-UT2.dwgApril 27, 2018Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaUT2 Reach 1 & 2Stream Plan and Profile005-40045JCKANAGAT1.9April 26, 2018N0'2'4'6'
(VERTICAL)
UT2
REACH 2 - TYPICAL SECTION:
SHALLOW POOL
STA: 212+43 TO 225+23
SCALE: 1" = 3'
UT2
REACH 2 - TYPICAL SECTION:
POOL WITH STRUCTURE
STA: 212+43 TO 225+23
SCALE 1" = 3'
UT2
REACH 2 - TYPICAL SECTION:
RIFFLE
STA: 212+43 TO 225+23
SCALE: 1" = 3'
BANKFULL WIDTH = 10.00'
2.50'5.00'2.50'
Dmax = 1.20'2.5:
1 2.5:1
BANKFULL WIDTH = 13.00'
8.00'4.00'
1.00'
4:1 2:1
BANKFULL WIDTH = 13.00'
11.25'1.25'
Dmax = 2.50'4.5:1 0.5:1Dmax = 2.00'
4.50'
0.50'
1.50'
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANKTOP OF BANKTOP OF BANK
1.00'
553
555
560
565
553
555
560
565
208+50 209+00 209+50 210+00 210+50 211+00 211+50 212+00 212+50 213+00
-1.0%
-3.2%STA = 212+05ELEV = 557.96STA = 212+73ELEV = 556.93STA = 212+80
ELEV = 555.71
STA = 212+86
ELEV = 555.71STA = 212+93ELEV = 556.93STA = 212+20ELEV = 557.46EXISTING GROUND
PROPOSED GRADE
PROPOSED
BANKFULL
TOBTOBTOB
TOB
TO
B
TO
B
TOB
TO
B
TO
B
TOB
TOB TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB
TOB TOB
CECECECECECECECECECECECECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE CECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECEX
XXXXXUT2
UT2
REACH 1
50' EASMENT BREAK
STA: 212+43
5
6
0
560
TOB
TOB
T
O
B
TO
B
TOBT
O
B
T
O
B
TO
B
TOB
TOB TOB
TOB
TOB
TOB TOB
TOB
TOB TOB
TOB
TOB TOBTOB
TOB
TOB
PERMANENT CULVERT CROSSING
2
0
9
+
0
0
210+
0
0
211+00
212+
0
0
213+00
CR-CH
END UT2
REACH 1 (ENHANCEMENT)
BEGIN UT2
REACH 2 (RESTORATION)
STA: 212+43
UT2
REACH 1
50' EASMENT BREAK
STA: 212+93
MATCH LINE - STA 208+50MATCH LINE - STA 213+00
SheetChecked By:Job Number:Drawn By:Project Engineer:1430 S. Mint Street, Ste 104Charlotte, NC 28203Tel: [phone]Fax: [phone]Firm License No. F-0831Date:Revisions:PRELIMINARYDO NOTUSE FORCONSTRUCTION0'20'40'60'
(HORIZONTAL)Q:\ActiveProjects\005-40045 Cane Creek Mit Bank\CADD\Bethel Branch Site\Plans\40045-BB-Profiles-UT2.dwgApril 27, 2018Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaUT2 Reach 2Stream Plan and Profile005-40045JCKANAGAT1.10April 26, 2018N0'2'4'6'
(VERTICAL)
547
550
555
560
565
547
550
555
560
565
213+00 213+50 214+00 214+50 215+00 215+50 216+00 216+50 217+00 217+50STA = 213+38ELEV = 554.97STA = 213+49ELEV = 554.97STA = 213+60ELEV = 556.19STA = 213+88ELEV = 555.51STA = 213+94
ELEV = 554.30
STA = 214+01
ELEV = 554.30 STA = 214+08ELEV = 555.51STA = 214+21ELEV = 555.18STA = 214+21
ELEV = 553.76 STA = 214+49ELEV = 553.76STA = 214+63ELEV = 555.08STA = 214+96ELEV = 554.27STA = 215+08ELEV = 553.03STA = 215+19ELEV = 553.03STA = 215+31ELEV = 554.27STA = 215+40ELEV = 554.03STA = 215+40
ELEV = 553.10 STA = 215+67ELEV = 553.10STA = 215+81ELEV = 553.83STA = 215+98ELEV = 553.53STA = 215+98
ELEV = 552.06 STA = 216+26ELEV = 552.06STA = 216+40ELEV = 553.33STA = 216+67ELEV = 552.86STA = 216+77
ELEV = 551.48
STA = 216+87
ELEV = 551.48STA = 216+97ELEV = 552.86STA = 217+32ELEV = 552.10STA = 217+32
ELEV = 550.80STA = 213+27ELEV = 556.19-2.4%
-2.5%
-2.4%
-2.5%
-1.7%
-1.8%
-2.2%
-2.2%
EXISTING GROUND
PROPOSED GRADE
PROPOSED
BANKFULL
CECECECECECECECECECE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE
CECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECEX
X
X
X
X
X
X
X
X
X
X X X
XXXXXXXXXXXXXXXXXUT2
REMOVE FENCE WITHIN
CONSERVATION EASEMENT
FILL EXISTING
CHANNEL
UT2
REACH 1
50' EASMENT BREAK
STA: 212+43 555555
555
560
55
5
560
560PERMANENT CULVERT CROSSING213+00214+0
0
215
+
0
0
2
1
6
+
0
0
2
1
7
+
0
0
CR-N
M
CR-CHCR-ALR CR-CHCR-CHCR
-
CH
CR
-
A
L
R
C
R
-
A
L
R
EX
I
S
T
I
N
G

F
A
R
M

R
O
A
D
UT2
REACH 1
50' EASMENT BREAK
STA: 212+93
MA
T
C
H

L
I
N
E

-

S
T
A

2
1
3
+
0
0 MATCH LINE - STA 217+50UT2
REACH 2 - TYPICAL SECTION:
SHALLOW POOL
STA: 212+43 TO 225+23
SCALE: 1" = 3'
UT2
REACH 2 - TYPICAL SECTION:
POOL WITH STRUCTURE
STA: 212+43 TO 225+23
SCALE 1" = 3'
UT2
REACH 2 - TYPICAL SECTION:
RIFFLE
STA: 212+43 TO 225+23
SCALE: 1" = 3'
BANKFULL WIDTH = 10.00'
2.50'5.00'2.50'
Dmax = 1.20'2.5:
1 2.5:1
BANKFULL WIDTH = 13.00'
8.00'4.00'
1.00'
4:1 2:1
BANKFULL WIDTH = 13.00'
11.25'1.25'
Dmax = 2.50'4.5:1 0.5:1Dmax = 2.00'
4.50'
0.50'
1.50'
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANKTOP OF BANKTOP OF BANK
1.00'
0'20'40'60'
(HORIZONTAL)SheetChecked By:Job Number:Drawn By:Project Engineer:1430 S. Mint Street, Ste 104Charlotte, NC 28203Tel: [phone]Fax: [phone]Firm License No. F-0831Date:Revisions:PRELIMINARYDO NOTUSE FORCONSTRUCTIONQ:\ActiveProjects\005-40045 Cane Creek Mit Bank\CADD\Bethel Branch Site\Plans\40045-BB-Profiles-UT2.dwgApril 27, 2018Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaUT2 Reach 2Stream Plan and Profile005-40045JCKANAGAT1.11April 26, 2018N0'2'4'6'
(VERTICAL)
UT2
REACH 2 - TYPICAL SECTION:
SHALLOW POOL
STA: 212+43 TO 225+23
SCALE: 1" = 3'
UT2
REACH 2 - TYPICAL SECTION:
POOL WITH STRUCTURE
STA: 212+43 TO 225+23
SCALE 1" = 3'
UT2
REACH 2 - TYPICAL SECTION:
RIFFLE
STA: 212+43 TO 225+23
SCALE: 1" = 3'
BANKFULL WIDTH = 10.00'
2.50'5.00'2.50'
Dmax = 1.20'2.5:
1 2.5:1
BANKFULL WIDTH = 13.00'
8.00'4.00'
1.00'
4:1 2:1
BANKFULL WIDTH = 13.00'
11.25'1.25'
Dmax = 2.50'
4.5:1 0.5:1Dmax = 2.00'
4.50'
0.50'
1.50'
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANKTOP OF BANKTOP OF BANK
1.00'
543
545
550
555
560
543
545
550
555
560
217+50 218+00 218+50 219+00 219+50 220+00 220+50 221+00 221+50 222+00
-2.3%
-2.4%
-2.3%
-2.1%
-2.7%
-1.4%
-1.3%STA = 217+64ELEV = 550.80STA = 217+80ELEV = 552.00STA = 217+97ELEV = 551.60STA = 218+11ELEV = 550.23STA = 218+24ELEV = 550.23STA = 218+38ELEV = 551.60STA = 218+73ELEV = 550.76STA = 218+87ELEV = 549.53STA = 219+00ELEV = 549.53STA = 219+13ELEV = 550.76STA = 219+29ELEV = 550.40STA = 219+40ELEV = 549.55STA = 219+51ELEV = 549.55STA = 219+62ELEV = 550.40STA = 220+05ELEV = 549.51STA = 220+18ELEV = 548.33STA = 220+30ELEV = 548.33STA = 220+43ELEV = 549.51STA = 220+55ELEV = 549.18STA = 220+56
ELEV = 548.34 STA = 220+83ELEV = 548.34STA = 220+98ELEV = 549.08STA = 221+30ELEV = 548.62STA = 221+40
ELEV = 547.87 STA = 221+49ELEV = 547.87STA = 221+58ELEV = 548.62STA = 221+76ELEV = 548.38STA = 221+86
ELEV = 547.59 STA = 221+95ELEV = 547.59EXISTING GROUND PROPOSED GRADE
PROPOSED
BANKFULL
CE
CE
CE
CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE
CECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECEX X X
X
X
X
X
X
X
X
X
X
X
X X XXXXXXXXXXXUT2
FILL EXISTING
FILL EXISTING
CHANNEL 550550
550
5
5
5 218+0
0
219+00
22
0
+
0
0
22
1
+
0
0
222+0
0CR-NM
CR-ALRCR-
A
L
R
CR
-
N
M
CR-N
M
C
R
-
A
L
R
CR-CHCR-
A
L
R
EXISTING
F
A
R
M

R
O
A
D
MATCH LINE - STA 217+50MATCH LINE - STA 222+00
0'20'40'60'
(HORIZONTAL)SheetChecked By:Job Number:Drawn By:Project Engineer:1430 S. Mint Street, Ste 104Charlotte, NC 28203Tel: [phone]Fax: [phone]Firm License No. F-0831Date:Revisions:PRELIMINARYDO NOTUSE FORCONSTRUCTIONQ:\ActiveProjects\005-40045 Cane Creek Mit Bank\CADD\Bethel Branch Site\Plans\40045-BB-Profiles-UT2.dwgApril 27, 2018Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaUT2 Reach 2 & 3Stream Plan and Profile005-40045JCKANAGAT1.12April 26, 2018N0'2'4'6'
(VERTICAL)
540
545
550
555
540
545
550
555
222+00 222+50 223+00 223+50 224+00 224+50 225+00 225+50 226+00 226+50
-1.5%-1.4%
-1.9%
-2.8%
-2.9%
-2.6%
-1.3%
-2.1%STA = 222+04ELEV = 548.38STA = 222+29ELEV = 548.02STA = 222+39ELEV = 546.76STA = 222+49
ELEV = 546.76 STA = 222+59ELEV = 548.02STA = 222+72ELEV = 547.84STA = 222+72
ELEV = 546.47STA = 222+97ELEV = 546.47STA = 223+09ELEV = 547.74STA = 223+21ELEV = 547.52STA = 223+26
ELEV = 546.25
STA = 223+31
ELEV = 546.25STA = 223+36ELEV = 547.52STA = 224+25
ELEV = 545.45
STA = 224+42
ELEV = 545.45 STA = 224+50ELEV = 546.12STA = 224+66ELEV = 545.82STA = 224+66
ELEV = 544.35 STA = 224+92ELEV = 544.35STA = 225+05ELEV = 545.52STA = 225+23ELEV = 545.03STA = 225+23
ELEV = 543.50 STA = 225+55ELEV = 543.50STA = 225+71ELEV = 544.73STA = 225+89ELEV = 544.20STA = 226+01ELEV = 543.37STA = 226+12ELEV = 543.37STA = 226+24ELEV = 544.20STA = 226+38ELEV = 543.82STA = 226+39
ELEV = 542.90STA = 223+98ELEV = 546.68STA = 224+25ELEV = 546.32STA = 224+08ELEV = 546.68STA = 224+01
ELEV = 545.87
STA = 224+05
ELEV = 545.87
EXISTING GROUND
PROPOSED GRADE
PROPOSED
BANKFULL
CE
CE
CE
CE
CE
CE
CE
CECECECECECECECECECECECECECECECECECECECECECECECECECECECE CE CE CE
CE
CE
CE
CE
CECECECECECECECECECECECECEXXXXXXXXXXX X X
X
X XXXXXXXXXXXXXXXXXXXUT2
UT3FILL EXISTING
CHANNEL
REMOVE FENCE WITHIN
CONSERVATION EASEMENT
UT2
REACH 2
50' EASEMENT BREAK
STA: 223+58
END UT2 REACH 2
BEGIN UT2 REACH 3
RESTORATION
STA: 225+23
PERMANENT CULVERT
CROSSING 545550546547548549
547548
54922
2
+
0
0
22
3
+
0
0
224+00
225
+
0
0 226+00227+
0
0
309+0
0 309+40CR-N
M
C
R
-NMCR-NM
CR-NM CR-NMCR-CH
CR-CH
CR
-
C
H
CR-CHCR-ALRCR-CH
C
R
-
A
L
R
END UT3 REACH 1
RESTORATION
STA: 309+40EXISTING FARM ROADUT2
REACH 2
50' EASEMENT BREAK
STA: 224+08
MATCH LINE - STA 222+00MATCH LINE - STA 226+50UT2
REACH 2 - TYPICAL SECTION:
SHALLOW POOL
STA: 212+43 TO 225+23
SCALE: 1" = 3'
UT2
REACH 2 - TYPICAL SECTION:
POOL WITH STRUCTURE
STA: 212+43 TO 225+23
SCALE 1" = 3'
UT2
REACH 2 - TYPICAL SECTION:
RIFFLE
STA: 212+43 TO 225+23
SCALE: 1" = 3'
BANKFULL WIDTH = 10.00'
2.50'5.00'2.50'
Dmax = 1.20'2.5:
1 2.5:1
BANKFULL WIDTH = 13.00'
8.00'4.00'
1.00'
4:1 2:1
BANKFULL WIDTH = 13.00'
11.25'1.25'
Dmax = 2.50'
4.5:1 0.5:1Dmax = 2.00'
4.50'
0.50'
1.50'
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANKTOP OF BANKTOP OF BANK
1.00'
0'20'40'60'
(HORIZONTAL)SheetChecked By:Job Number:Drawn By:Project Engineer:1430 S. Mint Street, Ste 104Charlotte, NC 28203Tel: [phone]Fax: [phone]Firm License No. F-0831Date:Revisions:PRELIMINARYDO NOTUSE FORCONSTRUCTIONQ:\ActiveProjects\005-40045 Cane Creek Mit Bank\CADD\Bethel Branch Site\Plans\40045-BB-Profiles-UT2.dwgApril 27, 2018Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaUT2 Reach 3 & 4Stream Plan and Profile005-40045JCKANAGAT1.13April 26, 2018N0'2'4'6'
(VERTICAL)
UT2
REACH 3 - TYPICAL SECTION:
RIFFLE
STA: 225+23 TO 229+35
SCALE: 1" = 3'
BANKFULL WIDTH = 10.40'
2.75'2.75'
Dmax = 1.30'2.5:
1 2.5:1
BANKFULL WIDTH = 13.50'
8.40'4.20'
0.90'
Dmax = 2.10'4:1 2:1
BANKFULL WIDTH = 13.50'
11.70'
0.50'1.30'
Dmax = 2.60'
4.5:1 0.5:1UT2
REACH 3 - TYPICAL SECTION:
SHALLOW POOL
STA: 225+23 TO 229+35
SCALE: 1" = 3'
UT2
REACH 3 - TYPICAL SECTION:
POOL WITH STRUCTURE
STA: 225+23 TO 229+35
SCALE: 1" = 3'
4.90'
4.65'
1.55'
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK TOP OF BANK TOP OF BANK
1.10'
535
540
545
550
535
540
545
550
226+50 227+00 227+50 228+00 228+50 229+00 229+50 230+00 230+50STA = 226+62ELEV = 542.90STA = 226+74ELEV = 543.62STA = 226+82
ELEV = 543.43
STA = 226+93
ELEV = 542.51 STA = 227+04ELEV = 542.51STA = 227+14ELEV = 543.43STA = 227+27ELEV = 543.03STA = 227+28
ELEV = 542.07 STA = 227+52ELEV = 542.07STA = 227+65ELEV = 542.73STA = 227+68
ELEV = 542.64
STA = 227+68
ELEV = 541.69
STA = 227+93
ELEV = 541.69STA = 228+06ELEV = 542.44STA = 228+17ELEV = 542.14STA = 228+26
ELEV = 540.79 STA = 228+35ELEV = 540.79STA = 228+44ELEV = 542.14STA = 228+61ELEV = 541.63STA = 228+61
ELEV = 540.89 STA = 228+78ELEV = 540.89STA = 228+87ELEV = 541.33STA = 229+34ELEV = 539.87EXISTING GROUND
PROPOSED GRADE
PROPOSED
BANKFULL
-2.4%
-3.1%
-3.1%
-2.8%
-3.1%
-3.1%
CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECEXXXXXXXXXXXXXXXXXXXXUT2
FILL EXISTING
CHANNEL
REMOVE FENCE WITHIN
CONSERVATION EASEMENT
END UT2
REACH 3 (RESTORATION)
BEGIN UT2
REACH 4 (ENHANCEMENT)
STA: 229+34
540545545
227+00
228+
0
0
229+00
230+00
540
545541
542CR-NM
CR-ALD
C
R
-
C
H
CR-
A
L
R
CR
-
C
H
CR-AL
R
MATCH LINE - STA 226+50MATCH LINE - STA 230+50
0'20'40'60'
(HORIZONTAL)SheetChecked By:Job Number:Drawn By:Project Engineer:1430 S. Mint Street, Ste 104Charlotte, NC 28203Tel: [phone]Fax: [phone]Firm License No. F-0831Date:Revisions:PRELIMINARYDO NOTUSE FORCONSTRUCTIONQ:\ActiveProjects\005-40045 Cane Creek Mit Bank\CADD\Bethel Branch Site\Plans\40045-BB-Profiles-UT2.dwgApril 27, 2018Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaUT2 Reach 4Stream Plan and Profile005-40045JCKANAGAT1.14April 26, 2018N0'2'4'6'
(VERTICAL)
530
535
540
545
530
535
540
545
230+50 231+00 231+50 232+00 232+50 233+00 233+50 234+00
EXISTING GROUND
CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CE CECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECEXXXXXXXXXXXXXXXXUT2 UT1REMOVE FENCE WITHIN
CONSERVATION EASEMENT
FILL EXISTING
CHANNEL
540
545
540
5
4
0
5
4
5
END UT2
REACH 4 (ENHANCEMENT)
STA: 233+68 TOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOBTOB127+
0
4
1
2
5
+
0
0
1
2
6
+
0
0
231+00
232
+
0
0
233+00
233+68CR-NMCR-ALDCR
-
C
H
MATCH LINE - STA 230+50
0'20'40'60'
(HORIZONTAL)SheetChecked By:Job Number:Drawn By:Project Engineer:312 W. Millbrook Road, Ste 225Raleigh, NC 27609Tel: [phone]Firm License No. F-0831Date:Revisions:PRELIMIN
ARY
DO NOTUSE F
OR
CONSTRUCTIONQ:\ActiveProjects\005-40045 Cane Creek Mit Bank\CADD\Bethel Branch Site\Plans\40045-BB-Profiles-UT1-UT3.dwgApril 27, 2018Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaUT3 Reach 1Stream Plan and Profile005-40045JCKANAGAT1.15April 26, 2018N0'2'4'6'
(VERTICAL)
UT3
REACH 1 - TYPICAL SECTION:
RIFFLE
STA: 301+22 TO 309+40
SCALE: 1" = 3'
BANKFULL WIDTH = 7.00'
1.50'4.00'1.50'
Dmax = 0.80'2.5:
1 2.5:1
BANKFULL WIDTH = 9.10'
5.60'2.80'
0.70'
Dmax = 1.40'
4:1 2:1
BANKFULL WIDTH = 9.70'
7.65'
0.85'
Dmax = 1.70'4.5:1
UT3
REACH 1 - TYPICAL SECTION:
SHALLOW POOL
STA: 301+22 TO 309+40
SCALE: 1" = 3'
UT3
REACH 1 - TYPICAL SECTION:
POOL WITH STRUCTURE
STA: 301+22 TO 309+40
SCALE: 1" = 3'
3.15'1.45'
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANKTOP OF BANKTOP OF BANK 1.20'0.5:10.60'
550
555
560
565
550
555
560
565
300+00 300+50 301+00 301+50 302+00 302+50 303+00 303+50 304+00 304+50
-3.3%
-2.8%
-2.6%
-2.6%
-2.6%
-2.5%
-2.6%
-2.3%
-3.5%STA = 301+22ELEV = 557.17STA = 301+39
ELEV = 555.10
STA = 301+47
ELEV = 555.10STA = 301+52ELEV = 556.11STA = 301+80ELEV = 555.19STA = 301+88
ELEV = 554.30
STA = 301+96
ELEV = 554.30 STA = 302+05ELEV = 555.19STA = 302+17ELEV = 554.83STA = 302+23
ELEV = 553.92
STA = 302+29
ELEV = 553.92STA = 302+34ELEV = 554.88STA = 302+57ELEV = 554.31STA = 302+66
ELEV = 553.42
STA = 302+74
ELEV = 553.42 STA = 302+83ELEV = 554.31STA = 302+96ELEV = 553.98STA = 302+96
ELEV = 552.99 STA = 303+11
ELEV = 552.99STA = 303+19ELEV = 553.88STA = 303+35ELEV = 553.46STA = 303+42
ELEV = 552.56
STA = 303+49
ELEV = 552.56 STA = 303+55ELEV = 553.46STA = 303+79ELEV = 552.88STA = 303+88ELEV = 552.03STA = 303+97ELEV = 552.03STA = 304+06ELEV = 552.88STA = 304+16ELEV = 552.62STA = 304+22
ELEV = 551.97
STA = 304+27
ELEV = 551.97STA = 304+33ELEV = 552.62STA = 301+39ELEV = 556.61STA = 301+39ELEV = 556.61EXISTING GROUND
PROPOSED GRADE
PROPOSED
BANKFULL
-1.1%CECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECE
CE
CE
CE
CE
CE
CE
CE CE
CE
CE
CE
CE
CE
CE
CE
300+00301+0
0
302+00 303+00304+00
UT3
BEGIN UT3
REACH 1 (RESTORATION)
STA: 301+39
CR-NM
CR-NMCR-CHCR-CH
CR-CHCR-
C
H
CR-C
H
C
R
-
C
H
5
5
5 555560
553553554 5545
5
6
55
7
55
8559561562563 555
560
565
554
556557558559
561562563564
560MATCH LINE - STA 304+50
0'20'40'60'
(HORIZONTAL)SheetChecked By:Job Number:Drawn By:Project Engineer:312 W. Millbrook Road, Ste 225Raleigh, NC 27609Tel: [phone]Firm License No. F-0831Date:Revisions:PRELIMIN
ARY
DO NOTUSE F
OR
CONSTRUCTIONQ:\ActiveProjects\005-40045 Cane Creek Mit Bank\CADD\Bethel Branch Site\Plans\40045-BB-Profiles-UT1-UT3.dwgApril 27, 2018Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaUT3 Reach 1Stream Plan and Profile005-40045JCKANAGAT1.16April 26, 2018N0'2'4'6'
(VERTICAL)
542
545
550
555
560
542
545
550
555
560
304+50 305+00 305+50 306+00 306+50 307+00 307+50 308+00 308+50 309+00 309+40STA = 304+59ELEV = 552.04STA = 304+68ELEV = 551.13STA = 304+77ELEV = 551.13STA = 304+86ELEV = 552.04STA = 305+08ELEV = 551.46STA = 305+14
ELEV = 550.62
STA = 305+20
ELEV = 550.62 STA = 305+26ELEV = 551.46STA = 305+38ELEV = 551.13STA = 305+46
ELEV = 550.24
STA = 305+55
ELEV = 550.24STA = 305+63ELEV = 551.13STA = 305+87ELEV = 550.45STA = 305+88
ELEV = 549.47
STA = 306+05
ELEV = 549.47
STA = 306+14
ELEV = 550.25
STA = 306+22ELEV = 550.00STA = 306+22
ELEV = 548.93
STA = 306+36
ELEV = 548.93STA = 306+43ELEV = 549.80STA = 306+67ELEV = 549.11STA = 306+73
ELEV = 548.22
STA = 306+78
ELEV = 548.22STA = 306+84ELEV = 549.11STA = 307+05ELEV = 548.55STA = 307+05
ELEV = 547.56
STA = 307+18
ELEV = 547.56STA = 307+25ELEV = 548.35STA = 307+42ELEV = 547.91STA = 307+48
ELEV = 546.97
STA = 307+54
ELEV = 546.97STA = 307+60ELEV = 547.81STA = 307+88ELEV = 547.06STA = 307+93
ELEV = 546.22
STA = 307+98
ELEV = 546.22STA = 308+03ELEV = 547.06STA = 308+21ELEV = 546.59STA = 308+27
ELEV = 545.65
STA = 308+33
ELEV = 545.65STA = 308+39ELEV = 546.59STA = 308+66ELEV = 545.97STA = 308+73
ELEV = 545.09
STA = 308+80
ELEV = 545.09 STA = 308+87ELEV = 545.97STA = 309+01ELEV = 545.64STA = 309+01
ELEV = 544.75
STA = 309+11
ELEV = 544.75STA = 309+16ELEV = 545.34STA = 309+40
ELEV = 544.73
-2.6%
-2.8%
-2.8%
-2.9%
-2.9%
-2.7%
-2.6%
-2.7%
-2.7%
-2.3%
-2.4%
-2.6%
EXISTING GROUND
PROPOSED GRADE
PROPOSED
BANKFULL
-1.1%
-1.7%
-1.1%
-0.5%
CE CE
CECECECECECECECECECECECECECECECECECECE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE
CE CECECECE225+00309+40304+00305
+
0
0
306+00
307+0
0
30
8
+
0
0
309+00UT3
UT2FILL EXISTING
CHANNEL
END UT3
REACH 1 (RESTORATION)
STA: 309+40
C
R
-
N
M
CR-NMCR-NM
C
R
-
N
M
CR-
N
M CR-CHCR-CHCR-CH
CR-CH
C
R
-
C
H
CR-CH
CR-CH
CR
-
C
H
CR-CH
C
R
-
C
HCR-CH
CR-CHCR-CH
555553554EXISTING DAM
TO BE REMOVED
55
0
555560560550547548549551552553554
MATCH LINE - STA 304+50UT3
REACH 1 - TYPICAL SECTION:
RIFFLE
STA: 301+22 TO 309+40
SCALE: 1" = 3'
BANKFULL WIDTH = 7.00'
1.50'4.00'1.50'
Dmax = 0.80'2.5:
1 2.5:1
BANKFULL WIDTH = 9.10'
5.60'2.80'
0.70'
Dmax = 1.40'
4:1 2:1
BANKFULL WIDTH = 9.70'
7.65'
0.85'
Dmax = 1.70'4.5:1
UT3
REACH 1 - TYPICAL SECTION:
SHALLOW POOL
STA: 301+22 TO 309+40
SCALE: 1" = 3'
UT3
REACH 1 - TYPICAL SECTION:
POOL WITH STRUCTURE
STA: 301+22 TO 309+40
SCALE: 1" = 3'
3.15'1.45'
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANK
PROPOSED GRADE
PROPOSED BANKFULL
TOP OF BANKTOP OF BANKTOP OF BANK 1.20'0.5:10.60'
SheetChecked By:Job Number:Drawn By:Project Engineer:312 W. Millbrook Road, Ste 225Raleigh, NC 27609Tel: [phone]Firm License No. F-0831Date:Revisions:PRELIMIN
ARY
DO NOTUSE F
OR
CONSTRUCTIONQ:\ActiveProjects\005-40045 Cane Creek Mit Bank\CADD\Bethel Branch Site\Plans\40045-BB-Planting.dwgApril 27, 2018Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaPlanting Tables005-40045JCKANAGAT2.0April 26, 2018Zone 1 - Streambank Planting Zone
(See Detail 2, Sheet 5.6)
Zone 2 - Buffer Planting Zone
(See Detail 1, Sheet 5.6)
Permanent Riparian Seeding
Pure Live Seed (20 lbs/ acre)
Approved Date Species Name Common Name Stratum Density
(lbs/acre)
All Year Panicum rigidulum Redtop Panicgrass Herb 1.5
All Year Agrostis hyemalis Winter Bentgrass Herb 4.0
All Year Chasmanthium latifolium River Oats Herb 2.0
All Year Rudbeckia hirta Blackeyed Susan Herb 1.0
All Year Coreopsis lanceolata Lanceleaf Coreopsis Herb 1.0
All Year Carex vulpinoidea Fox Sedge Herb 3.0
All Year Panicum clandestinum Deertongue Herb 3.5
All Year Elymus virginicus Virginia Wild Rye Herb 2.0
All Year Chamaecrista fasciculata Partridge Pea Herb 1.0
All Year Senna hebecarpa Wild Senna Herb 1.0
Permanent Seeding Outside Easement
Approved
Date
Species Name Common Name Stratum Density
(lbs/acre)
All Year Festuca arundinacea Tall Fescue Herb 40.0
Temporary Seeding
Approved
Date
Species Name Common Name Stratum Density
(lbs/acre)
Aug
15-May1
Secale cereal Rye Grain Herb 140.0
May 1 -
Aug 15
Pennisetum glaucum Pearl Millet Herb 50.0
Buffer Planting Zone
Bare Root
Species Common Name Max
Spacing
Indiv.
Spacing
Min.
Caliper Size
Stratum # of Stems
Quercus phellos Willow Oak 12 ft.6-12 ft.0.25”-1.0”Canopy 10%
Platanus occidentalis Sycamore 12 ft.6-12 ft.0.25”-1.0”Canopy 20%
Betula nigra River Birch 12 ft.6-12 ft.0.25”-1.0”Canopy 20%
Quercus pagoda Cherrybark Oak 12 ft.6-12 ft.0.25”-1.0”Canopy 5%
Liriodendron tulipifera Tulip Poplar 12 ft.6-12 ft.0.25”-1.0”Canopy 10%
Celtis occidentalis Hackberry 12 ft.6-12 ft.0.25”-1.0”Canopy 5%
Ulmus americana American Elm 12 ft.6-12 ft.0.25”-1.0”Canopy 5%
Quercus michauxii Swamp Chestnut
Oak
12 ft.6-12 ft.0.25”-1.0”Canopy 10%
Fraxinus pennsylvanica Green Ash 12 ft.6-12 ft.0.25”-1.0”Canopy 15%
100%
Streambank Planting Zone
Live Stakes
Species Common Name Max
Spacing
Indiv.
Spacing
Min. Size Stratum % of Stems
Cornus ammomum Silky Dogwood 8 ft.2-8 ft.0.5”-1.5” cal.Shrub 40%
Salix sericea Silky Willow 8 ft.2-8 ft.0.5”-1.5” cal.Shrub 40%
Sambucus canadensis Elederberry 8 ft.2-8 ft.0.5”-1.5” cal.Shrub 20%
100%
Herbaceous Plugs
Juncus effusus Common Rush 5 ft.3-5 ft.1.0”- 2.0” plug Herb 40%
Carex alata Broadwing Sedge 5 ft.3-5 ft.1.0”- 2.0” plug Herb 30%
Carex stricta Tussock Sedge 5 ft.3-5 ft.1.0”- 2.0” plug Herb 30%
100%
0'200'400'600'
(HORIZONTAL)SheetChecked By:Job Number:Drawn By:Project Engineer:312 W. Millbrook Road, Ste 225Raleigh, NC 27609Tel: [phone]Firm License No. F-0831Date:Revisions:PRELIMIN
ARY
DO NOTUSE F
OR
CONSTRUCTIONQ:\ActiveProjects\005-40045 Cane Creek Mit Bank\CADD\Bethel Branch Site\Plans\40045-BB-Planting.dwgApril 27, 2018Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaPlanting Plan005-40045JCKANAGAT2.1April 26, 2018N
Note: Non-hatched areas within easement are currently vegetated
and will be planted as needed to achieve target density.
Buffer planting will occur within the Limits of Disturbance
Zone 1 - Streambank Planting Zone
(See Detail 2, Sheet 5.6)
Zone 2 - Buffer Planting Zone
(See Detail 1, Sheet 5.6)CECECECECECECECECECECECECE
CECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECE
CECECECECECE
C
E
C
E
C
E
CE
CE
CE
CE
CECECE
CE CECECECECECECECECECECECECE
CE CECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECEC
E
C
E
C
E
CECECECECE
CE CE CE CE CE
CE CECEM
O
O
N

L
I
N
D
L
E
Y

R
O
A
D
RE WRIGHT ROADEXISTING FARM ROAD
EXIST
ING
FARM
ROADUT1UT2UT3
SheetChecked By:Job Number:Drawn By:Project Engineer:312 W. Millbrook Road, Ste 225Raleigh, NC 27609Tel: [phone]Firm License No. F-0831Date:Revisions:PRELIMIN
ARY
DO NOTUSE F
OR
CONSTRUCTION005-40045JCKANAGAT5.1April 26, 2018Q:\ActiveProjects\005-40045 Cane Creek Mit Bank\CADD\Bethel Branch Site\Plans\40045-BB-Details.dwgMarch 7, 2012Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaDetails3" MAX
CR-NM
Chunky Riffle
Not to Scale
Woody Riffle
Not to Scale
1
5.1
TOE OF SLOPE (TYP)
Plan View
A A'
B
B'
Profile A-A'Section B-B'
TOP OF BANK (TYP)
Profile A-A'
Plan View
TOE OF SLOPE (TYP)
A
B'
B
TOP OF BANK (TYP)
RIFFLE
A'
TOP OF BANK (TYP)
Section B-B'
2
5.1
4
5.1
NOTES:
1.WOOD SHALL COMPRISE 20% TO 50%
OF THE RIFFLE SURFACE AREA.
2.WOODY MATERIAL SHOULD NOT
PROTRUDE GREATER THAN 3" ABOVE
RIFFLE BED.
3.IF NECESSARY, SALVAGED ONSITE ROCK
MAY BE SUBSTITUTED WITH QUARRY
ROCK OF SIMILAR SIZE.
4.WOOD SHOULD BE PLACED
PREDOMINANTLY PERPENDICULAR TO
CHANNEL.
NOTES:
1.CHUNKY MATERIAL ELEVATION SHALL
BE 0" TO 3" ABOVE RIFFLE MATERIAL
BASED ON ENGINEER'S DISCRETION.
2.IF NECESSARY, SALVAGED ONSITE ROCK
MAY BE SUBSTITUTED WITH QUARRY
ROCK OF SIMILAR SIZE.
TOE OF SLOPE (TYP)
TOP OF BANK (TYP)
Profile A-A'
Plan ViewSection B-B'
A A'
B'
B
TOP OF BANK (TYP)
CR-WD
CR-ALR CR-CH
Angled Log Riffle
Not to Scale
Plan View
Profile View
A-A'
2% - 4%
NOTES:
1.MINIMUM LOG DIAMETER 12" ON ALL
REACHES.
2.MINIMUM THREE LOGS PER STRUCTURE.
3.IF NECESSARY, SALVAGED ONSITE
ROCK MAY BE SUBSTITUTED WITH
QUARRY ROCK OF SIMILAR SIZE.
Log Section B-B'
TOP OF BANK
5' MIN.
(TYP)
3
5.1
B
B'A0.3'
TOE OF SLOPE
(TYP)
CHUNKY MATERIAL:
PLACE TO MAINTAIN
THALWEG WITHIN
CENTRAL 2/3 OF
CHANNEL
NOTE:
1.IF NECESSARY, SALVAGED ONSITE
ROCK MAY BE SUBSTITUTED WITH
QUARRY ROCK OF SIMILAR SIZE.
FLOW
FLOW
FLOW
FLOW
FLOW
FLOWFLOW
FLOW
MICRO POOL HABITAT
BEHIND LARGER
WOODY DEBRISRIFFLE BOTTOMWIDTH PERTYPICAL SECTIONSSEE PROFILE
FOR LENGTH OF RIFFLE
RIFFLE BOTTOMWIDTH PERTYPICAL SECTIONSSEE PROFILE
FOR LENGTH OF RIFFLE
LOG EXPOSED 1" TO 3" ABOVE
FINISHED RIFFLE ELEVATION
SEE PLAN/PROFILE FOR LENGTH
1/2 TO 2/3BANKFULL0.5' MAX.HEAD OF RIFFLE ELEVATION
POINT PER PROFILE
TAIL OF RIFFLE ELEVATION
POINT PER PROFILE
SALVAGED ONSITE COBBLE/GRAVEL
MATERIAL SIMILAR IN SIZE TO ABC,
CLASS A AND CLASS B MIX.RIFFLE ELEVATION
PER PROFILE
TOP OF BANK (TYP)
SALVAGED ONSITE COBBLE/GRAVEL
MATERIAL SIMILAR IN SIZE TO ABC,
CLASS A AND CLASS B MIX.
3" TO 6" DIAMETER
WOODY DEBRIS WORKED
INTO RIFFLE SUBSTRATE
SALVAGED ONSITE COBBLE/GRAVEL
MATERIAL SIMILAR IN SIZE TO ABC,
CLASS A AND CLASS B MIX.
MICRO POOL HABITAT
BEHIND LARGER WOODY DEBRIS
3" TO 6" BRUSHY MATERIAL
WORKED INTO ROCKY
SUBSTRATE
SALVAGED ONSITE COBBLE/GRAVEL
MATERIAL SIMILAR IN SIZE TO ABC,
CLASS A AND CLASS B MIX.
SALVAGED ONSITE COBBLE/GRAVEL
MATERIAL SIMILAR IN SIZE TO ABC,
CLASS A AND CLASS B MIX.
NORMAL WATER
SURFACE
NONWOVEN
FILTER FABRIC
THALWEG
TOP OF BANK
BURY INTO BANK 3' MIN. (TYP)
SALVAGED ONSITE COBBLE/GRAVEL
MATERIAL SIMILAR IN SIZE TO ABC,
CLASS A AND CLASS B MIX.
EXCAVATE SMALL POOLS
0.3' IN DEPTH DOWNSTREAM
OF IMBEDDED LOGS
THALWEG 0.1-0.2' DEEPER
THAN REST OF RIFFLE TO
PROVIDE LOW FLOW PATH
PLACE LOG SILL AT END OF RIFFLE WHERE
THERE IS A DROP OVER DOWNSTREAM
POOL. SEE DETAIL 2, SHEET 5.2.
BANKFULL
12" DIAMETER OR
GREATER (TYP)
55° TO 65° (TYP)
TOE OF SLOPE
(TYP)
TOE OF SLOPE
(TYP)
SALVAGED ONSITE
COBBLE/GRAVEL MATERIAL
SIMILAR IN SIZE TO ABC,
CLASS A AND CLASS B MIX.
CHUNKY MATERIAL:
CLASS 1 STONE OR SALVAGED ONSITE
BOULDERS MIN 0.5' x 1' x 1.5'
RIFFLE ELEVATION
PER PROFILE
TAIL OF RIFFLE
ELEVATION POINT
PER PROFILE
HEAD OF RIFFLE
ELEVATION POINT
PER PROFILE
EXTEND RIFFLE MATERIAL 0.3' UP BANK
EXTEND RIFFLE MATERIAL
0.3' UP BANK
EXTEND RIFFLE MATERIAL
0.3' UP BANK
EXTEND RIFFLE MATERIAL
0.3' UP BANK
EXTEND RIFFLE MATERIAL
0.3' UP BANK
REFER TO TYPICAL
SECTION FOR THALWEG
OFFSET
Native Material Constructed Riffle
Not to Scale
A'
SheetChecked By:Job Number:Drawn By:Project Engineer:312 W. Millbrook Road, Ste 225Raleigh, NC 27609Tel: [phone]Firm License No. F-0831Date:Revisions:PRELIMIN
ARY
DO NOTUSE F
OR
CONSTRUCTIONQ:\ActiveProjects\005-40045 Cane Creek Mit Bank\CADD\Bethel Branch Site\Plans\40045-BB-Details.dwgMarch 7, 2012Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaDetails005-40045JCKANAGAT5.2April 26, 2018Boulder Sill
Not to Scale
1
5.2TOE OF SLOPE (TYP)Plan View
A
A'
B'B
Profile A-A'
Section B-B'TOP OF BANK (TYP)NOTES:
1.REFER TO TABLE FOR SILL MATERIAL SIZING.
2.FOOTERS NOT NECESSARY IF ROCK IS CLASS 2 OR
GREATER (TRIBUTARIES ONLY).
1.5' MIN
BOULDER SIZE TABLE
REACH MIN. BOULDER
DIMENSIONS (FT)
2.5 x 2.0 x 1.0
2.5 x 2.0 x 1.0
2.5 x 2.0 x 1.0
NOTE: BOULDERS SHALL BE RELATIVELY
FLAT ON THE LONG DIMENSION SIDES.
1.5 x 1.5 x 1.0
TOP OF BANK (TYP)
TOE OF SLOPE (TYP)
A
Plan View
Angled Log Sill
Not to Scale
Section A - A' - FACING DOWNSTREAM
A'
POOL
2
5.2
Profile View
STREAMBED
UT1 REACH 1
UT2 REACH 2
UT2 REACH 3
UT3
EMBED 5'
INTO
BANK (TYP)5'EXTEND FILTER
FABRIC 5' MIN.
UPSTREAM
EMBED LOG
4' (MIN.)
CHANNEL
BOTTOM WIDTH
0.2'
EXTEND FILTER FABRIC
5' MIN. UPSTREAM
10°-15°
BACKFILL (ON-SITE NATIVE
MATERIALS OR NO. 57 STONE)
NON-WOVEN
FILTER FABRIC
BACKFILL (ON-SITE NATIVE
MATERIALS OR NO. 57
STONE) TO DEPTH OF
FOOTER LOG SILL ELEVATION
PER PROFILE
EXCAVATED
SCOUR POOL
SILL ELEVATION
PER PROFILE (TYP)
12" - 15" DIAMETER
HEADER LOG
12" - 15" DIAMETER
FOOTER LOG
SILL ELEVATION
PER PROFILE FILTER FABRIC
SALVAGED ONSITE
COBBLE/GRAVEL MATERIAL
SIMILAR IN SIZE TO ABC,
CLASS A AND CLASS B MIX.
TOP OF BANK SILL ELEVATION
PER PROFILEFLOW FLOW
FLOW
HEADER ROCK
FOOTER ROCK
STABILIZE TOE WITH ANY OF
THE FOLLOWING OPTIONS:
NATIVE STONE, SOD OR
BRUSHTOE.
SILL ELEVATION
PER PROFILE (TYP)
Erosion Control Matting
Not to Scale
Section View
Plan View
Typical Stake
2' M
A
X
.
SPAC
I
N
G
1' MIN. OVERLAP IN
DOWNSTREAM DIRECTION
AT MAT ENDS
11"
1"
.6"
1.25"
0.4"
NOTE:
1.PER SPECIFICATIONS, ALL EROSION
CONTROL MATTING SHALL BE
COMPOSED OF NATURAL FIBERS.
3
5.2
STAKE (TYP)TOP OF BANK
TOE OF SLOPE
TOE OF SLOPE
STAKE (TYP)
EROSION CONTROL
MATTING (TYP)
TOP OF BANK
SheetChecked By:Job Number:Drawn By:Project Engineer:312 W. Millbrook Road, Ste 225Raleigh, NC 27609Tel: [phone]Firm License No. F-0831Date:Revisions:PRELIMIN
ARY
DO NOTUSE F
OR
CONSTRUCTION005-40045JCKANAGAT5.3April 26, 2018Q:\ActiveProjects\005-40045 Cane Creek Mit Bank\CADD\Bethel Branch Site\Plans\40045-BB-Details.dwgMarch 7, 2012Project Milestone - 60%/90%/Bid/etc PlansCane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaDetailsLog Vane
Not to Scale
2
5.3
TOE OF
SLOPE
TOP OF BANK
Profile B - B'
SCOUR
POOL
Plan View
A'
ATOP OF BANK (TYP)TOE OF SLOPE (TYP)20°
-
3
0
°
STREAMBED
Section A-A'
B
B'
NOTE:
1.STABILIZATION BOULDER TO
BE USED ON UT1 AND UT2
ONLY, AND MAY BE
REMOVED PER ENGINEER'S
DISCRETION.
Log J-Hook
Not to Scale
1
5.320°-30°SCOUR
POOL
Plan View TOE OF SLOPE
Section B-B'
Section A-A'
A'
A
B
B'
TOP OF BANK
TOP OF BANK (TYP)
TOE OF SLOPE (TYP)
NOTE:
1.HEADER BOULDER MAY BE ELIMINATED AT
DISCRETION OF ENGINEER.
3%-5%
EXTEND FILTER FABRIC
5' MIN. UPSTREAM
20'FILTER
FABRIC
EXTENDS 5'
MIN.
OFFSET HEADER LOG
0.25' TO 0.5' UPSTREAM
OF FOOTER LOG
30'
5'5'FLOW
FLOW
FLOWPLACE HEADER BOULDERS
WITH 1' TO 2' CLEAR SPACE
BETWEEN ROCKS
EXCAVATE POOL
PER PROFILE
INVERT ELEVATION
PER PROFILE
PLACE HEADER BOULDER
TO PREVENT LOG FROM SHIFTING
6" SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
HEADER LOG
FOOTER LOG
3%-5%
6" SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
NONWOVEN
FILTER FABRIC
FOOTER LOG
HEADER LOG
HEADER LOG
FOOTER LOG
12" SALVAGED
ONSITE COBBLE
NONWOVEN
FILTER FABRIC
INVERT ELEVATION
PER PROFILE HEADER LOG
FOOTER LOG
EXCAVATE POOL
PER PROFILE
STABILIZE VANE
WITH ONE BOULDER
ON EACH SIDE
Rock Cascade with Pools
Not to Scale
3
5.3
3:1 3:1
Section C-C'
MIX OF NATIVE ROCK
EQUIVALENT TO
CLASS 1 RIP-RAP
CONNECT TO
EXISTING
GROUND
NOTES:
1.MINIMUM SIZE FOR BOULDERS
SHALL BE 2' x 2' x 1'.
2.VOID SPACES BETWEEN BOULDERS
ON CASCADE SHALL BE FILLED
WITH SMALLER NATIVE ROCK.
3.IF NATIVE ROCK IS NOT AVAILABLE,
QUARRIED ROCK MAY BE
SUBSTITUTED IN THE SAME SIZES.
4.ALL SMALLER ROCK SHALL BE
HETEROGENEOUS AND WELL
MIXED.
1.5' MIN
Profile
2:1 2:1 CONNECT TO
EXISTING GROUND
Section A-A'
BACKFILL WITH GRADED MIX OF
RIPRAP,SMALL BOULDERS,
AND NATIVE ROCK MATERIAL
1.0' MIN
CASCADE HEIGHT VARIES
PER PROFILE
DOUBLE STACK
BOULDER / ROCK MIX.
FILL ALL GAPS BETWEEN
LARGE BOULDERS
OVER EXCAVATE BY A MIN
OF 1.0' AND BACKFILL WITH
WELL-GRADED MIX OF BALLAST
AND CLASS A/B RIPRAPSLO
P
E

V
A
R
I
E
S
PER
P
R
O
F
I
L
E
RIFFLE MATERIAL /
NATURAL ROCK
NATIVE ROCK EQUIVALENT
TO CLASS I RIPRAP OR
ON-SITE STONEMEETING
CLASS 1 GRADATION
FILTER FABRIC
EXISTING SOIL
TERRACE EXISTING
SLOPE FOOTER BOULDER
Riffle Sequence Plan View
TOP OF BANK
TOE OF BANK
A B
A'B'
CASCADE
FLOW
C
C'
Section B-B'
CONNECT TO
EXISTING GROUND2:1 2:1
FOOTER BOULDER
HEADER BOULDER
1.0' MIN
SheetChecked By:Job Number:Drawn By:Project Engineer:312 W. Millbrook Road, Ste 225Raleigh, NC 27609Tel: [phone]Firm License No. F-0831Date:Revisions:PRELIMIN
ARY
DO NOTUSE F
OR
CONSTRUCTION005-40045JCKANAGAT5.4April 26, 2018Q:\ActiveProjects\005-40045 Cane Creek Mit Bank\CADD\Bethel Branch Site\Plans\40045-BB-Details.dwgMarch 7, 2012Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaDetailsBrush Toe - UT3
Not to Scale
2
5.4
A
A'
Plan View
TOP O
F
B
A
N
K
(
T
Y
P
)
TOE O
F
S
L
O
P
E (
T
Y
P
)
TOE
O
F
S
L
O
P
E
(
T
Y
P)
TOP O
F
B
A
N
K
(
T
Y
P
)
TOP OF BANK (BANKFULL)
Section A-A'
TOE OF SLOPE
Brush Toe - UT1 - UT2
Not to Scale
1
5.4
NOTES:
1.OVEREXCAVATE 3' MIN. OUTSIDE OF TOP OF BANK (BANKFULL).
2.INSTALL BASE LOGS PARALLEL TO FLOW AT TOE OF SLOPE. DIAMETER 6"-12".
3.INSTALL BASE LOGS PERPENDICULAR TO FLOW AT INTERVALS ALONG
BANK, RESTING ON TOP OF PARALLEL BASE LOGS. BASE LOGS SHALL
BE 6"-12” DIAMETER.
4.INSTALL A DENSE LAYER OF BRUSH/WOODY DEBRIS, WHICH SHALL CONSIST OF
SMALL BRANCHES AND ROOTS COLLECTED ON SITE AND SOIL TO FILL ANY VOID
SPACE. LIGHTLY COMPACT BRUSH/WOODY DEBRIS LAYER.
5.BRUSH SHOULD BE ALIGNED SO STEMS ARE ROUGHLY PARALLEL AND IS INSTALLED
POINTING SLIGHTLY UPSTREAM.
6.INSTALL MATTING OVER BRUSH/WOODY DEBRIS.
7.INSTALL EARTH BACKFILL OVER BRUSH/WOODY LAYER ACCORDING TO TYPICAL
SECTION DIMENSIONS.
8.SEED, MULCH AND INSTALL EROSION CONTROL MATTING AND BANK STABILIZATION
PER PLANS.
9.SOD MAT MAY BE PLACED ON TOP OF BRUSH IF AVAILABLE.
NOTES:
1.OVEREXCAVATE 3' OUTSIDE OF TOP OF BANK (BANKFULL).
2.INSTALL A DENSE LAYER OF BRUSH/WOODY DEBRIS, WHICH SHALL CONSIST OF
SMALL BRANCHES AND ROOTS COLLECTED ON SITE AND SOIL TO FILL ANY VOID
SPACE. LIGHTLY COMPACT BRUSH/WOODY DEBRIS LAYER.
3.BRUSH SHOULD BE ALIGNED SO STEMS ARE ROUGHLY PARALLEL AND IS INSTALLED
POINTING SLIGHTLY UPSTREAM.
4.INSTALL MATTING OVER BRUSH/WOODY DEBRIS.
5.INSTALL EARTH BACKFILL OVER BRUSH/WOODY LAYER ACCORDING TO TYPICAL
SECTION DIMENSIONS.
6.SEED, MULCH AND INSTALL EROSION CONTROL MATTING AND BANK STABILIZATION
PER PLANS.
7.SOD MAT MAY BE PLACED ON TOP OF BRUSH IF AVAILABLE.
Plan View
TOP OF BANK (BANKFULL)
Section A-A'
TOE OF SLOPE
A
A'
TOP
O
F
B
A
N
K (
T
Y
P)
TOE
O
F
S
L
O
P
E
(
T
Y
P
)
TOE
O
F
S
L
O
P
E (
T
Y
P)
TOP
O
F
B
A
N
K (
T
Y
P)
3'
2' MIN
3'WIDTH PER TYPICAL SECTIONS
6"
WIDTH PER TYPICAL SECTIONS
6"
FLOW
FLOW
DENSELY PACK BRUSH,
WOODY DEBRIS AND SOIL
IN BETWEEN BASE LOGS EROSION CONTROL MATTING
BASE LOGS PERPENDICULAR TO FLOW
BASE LOGS PARALLEL TO FLOW
BRUSH MATERIAL
TO BE INSTALLED
FLUSH WITH BANK
ELEV. 6" BELOW
POOL DEPTH
BASE LOG
4"-6" DIAMETER
ELEV. 0.5' ABOVE
DOWNSTREAM
RIFFLE INVERT
NATIVE SOIL
BACKFILL BASE LOG
6-12" DIAMETER
BACKFILL
EROSION CONTROL MATTING
DENSELY PACKED BRUSH,
WOODY DEBRIS AND SOIL
EROSION CONTROL MATTING
DENSELY PACK BRUSH,
WOODY DEBRIS AND SOIL
IN BETWEEN BASE LOGS
ELEV. 6" BELOW
POOL DEPTH NATIVE SOIL
DENSELY PACKED BRUSH,
WOODY DEBRIS AND SOIL
ELEV. 0.3' ABOVE
DOWNSTREAM
RIFFLE INVERT
BACKFILL
EROSION CONTROL MATTING
SheetChecked By:Job Number:Drawn By:Project Engineer:312 W. Millbrook Road, Ste 225Raleigh, NC 27609Tel: [phone]Firm License No. F-0831Date:Revisions:PRELIMIN
ARY
DO NOTUSE F
OR
CONSTRUCTION005-40045JCKANAGATApril 26, 2018Q:\ActiveProjects\005-40045 Cane Creek Mit Bank\CADD\Bethel Branch Site\Plans\40045-BB-Details.dwgMarch 7, 2012Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaDetails5.5Boulder Toe
Not to Scale
1
5.5
Section A-A'
Plan ViewTOP OF BANK (TYP)TOE OF SLOPE (TYP)A'
A
1'FLOWChannel Plug
Not to Scale
2
5.5
ON-SITE
BOULDERS
2'x2'x3'
EROSION
CONTROL
MATTING
EXISTING
ERODED
BANK
HEADER
ROCK(S)
FOOTER ROCK
EXCAVATE EXISTING
BANK TO INSTALL
BOULDERS, AS NEEDED
FLOW
Section A-A'
Plan View
EROSION CONTROL MAT
1 1
COMPACTED SELECT
MATERIAL CHANNEL BACKFILL
SIDE SLOPE PER
TYPICAL SECTION PRO P O S E D C H A N N E L
A A'
ABANDONED
CHANNEL
Woven Wire Fence - Permanent CE Fencing
Not to Scale
3
5.5
2" Tube 12' Steel Gate
Not to Scale
Detail of Gate
Post AnchorAccess Gate
Hinge Assembly
GATE POST2" PAINTED
TUBE STEEL GATE
GROUND LINE
12'
3' MIN
18" MIN
5"
GATE POST ANCHOR
5 8"
CURVED TO FIT
DIAMETER OF FRAME
CURVED TO FIT
DIAMETER OF
BOLT HING
Hinge Clamp
(2 Required)
Bolt Hinge
(2 Required)
GENERAL NOTES:
ALL POSTS AND BRACES MAY BE EITHER ROUND OR SQUARE AT THE
OPTION OF THE CONTRACTOR, PROVIDED THE SAME TYPE IS USED
THROUGHOUT THE PROJECT.
DIMENSIONS SHOWN ARE THE DIAMETER OF ROUND OR EDGE
DIMENSIONS OF SQUARE POSTS AND BRACES.
ERECT LINE BRACES BETWEEN END, CORNER OR GATE POSTS. PLACE
LINE BRACES AT INTERVALS NOT TO EXCEED 300' AND AT THE END
OF THE WIRE ROLL.
THE 300' INTERVAL MAY BE REDUCED BY THE ENGINEER ON CURVES
WHERE THE DEGREE OF CURVATURE IS GREATER THAN 3 DEGREES.
NOTCH BRACE POSTS 1" MINIMUM FOR HORIZONTAL BRACES.
PLACE TWO GALVANIZED 12d OR THREE GALVANIZED 10d NAILS AT
EACH END OF ALL BRACES.
PLACE THE BRACE WIRE AROUND THE POST. DRAW ALL BRACE WIRE
TAUT BY TWISTING BETWEEN EACH POST.
INSTALL THE FENCE FACING THE PROPERTY OWNER EXCEPT THAT ON
HORIZONTAL CURVES GREATER THAN THREE DEGREES (3°) INSTALL
THE FENCE TO PULL AGAINST ALL POSTS. SEE NCDOT STD. 866.02
FOR FENCING AT DITCH CROSSINGS, BREAKS IN GRADES AND R/W
BREAKS.
USE LATCH DEVICE APPROVED BY THE ENGINEER. HINGE ASSEMBLY
AS SHOWN IS SUGGESTED. SUBSTITUTION MAY BE SUBJECT TO
APPROVAL BY THE ENGINEER. USED 2" PAINTED STEEL PIPE FOR
GATE FRAME EXCEPT AS SHOWN HERE.
ANY COMBINATION OF GATE AND FENCE TYPE MEETING THE
APPROVAL OF THE ENGINEER IS ACCEPTABLE AND IS NOT LIMITED
TO THE EXAMPLES SHOWN HEREON.
USE CLASS "B" CONCRETE AT GATE POSTS OR
WHERE REQUIRED BY SOIL CONDITIONS. CONCRETE
MAY ALSO BE USED IN LIEU OF SETTING POSTS TO
THEIR MAXIMUM DEPTH.
4
5.5
GATE POST:
GATE POST
SheetChecked By:Job Number:Drawn By:Project Engineer:312 W. Millbrook Road, Ste 225Raleigh, NC 27609Tel: [phone]Firm License No. F-0831Date:Revisions:PRELIMIN
ARY
DO NOTUSE F
OR
CONSTRUCTIONPUBLIC ROADNOTES:
1.PROVIDE TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS.
2.LOCATE CONSTRUCTION ENTRANCE AT ALL
POINTS OF INGRESS AND EGRESS UNTIL SITE IS
STABILIZED. PROVIDE FREQUENT CHECKS OF
THE DEVICE AND TIMELY MAINTENANCE.
3.MUST BE MAINTAINED IN A CONDITION WHICH
WILL PREVENT TRACKING OR DIRECT FLOW OF
MUD ONTO STREETS. PERIODIC TOP DRESSING
WITH STONE WILL BE NECESSARY.
4.ANY MATERIAL TRACKED ONTO THE ROADWAY
MUST BE CLEANED IMMEDIATELY.
5.USE CLASS A STONE OR OTHER COARSE
AGGREGATE APPROVED BY THE ENGINEER.
6.PLACE FILTER FABRIC BENEATH STONE.
Construction Entrance
Not to Scale 005-40045JCKANAGATApril 26, 2018Q:\ActiveProjects\005-40045 Cane Creek Mit Bank\CADD\Bethel Branch Site\Plans\40045-BB-Details.dwgMarch 7, 20123
5.6 Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaDetails5.6Bare Root Planting
Not to Scale
1 2 3 4 5 6
INSERT THE DIBBLE, OR
SHOVEL, STRAIGHT DOWN
INTO THE SOIL TO THE FULL
DEPTH OF THE BLADE AND
PULL BACK ON THE HANDLE
TO OPEN THE PLANTING
HOLE. (DO NOT ROCK THE
SHOVEL BACK AND FORTH
AS THIS CAUSES SOIL IN THE
PLANTING HOLE TO BE
COMPACTED, INHIBITING
ROOT GROWTH.
REMOVE THE DIBBLE, OR
SHOVEL, AND PUSH THE
SEEDLING ROOTS DEEP INTO
THE PLANTING HOLE. PULL THE
SEEDLING BACK UP TO THE
CORRECT PLANTING DEPTH
(THE ROOT COLLAR SHOULD BE
1 TO 3 INCHES BELOW THE SOIL
SURFACE). GENTLY SHAKE THE
SEEDLING TO ALLOW THE
ROOTS TO STRAIGHTEN OUT.
DO NOT TWIST OR SPIN THE
SEEDLING OR LEAVE THE ROOTS
J-ROOTED.
INSERT THE DIBBLE, OR
SHOVEL, SEVERAL INCHES IN
FRONT OF THE SEEDLING
AND PUSH THE BLADE
HALFWAY INTO THE SOIL.
TWIST AND PUSH THE
HANDLE FORWARD TO
CLOSE THE TOP OF THE SLIT
TO HOLD THE SEEDLING IN
PLACE.
PUSH THE DIBBLE, OR
SHOVEL, DOWN TO THE
FULL DEPTH OF THE BLADE.
PULL BACK ON THE HANDLE TO
CLOSE THE BOTTOM OF THE
PLANTING HOLD. THEN PUSH
FORWARD TO CLOSE THE TOP,
ELIMINATING AIR POCKETS
AROUND THE ROOT.
REMOVE THE DIBBLE, OR
SHOVEL, AND CLOSE AND FIRM
UP THE OPENING WITH YOUR
HEEL. BE CAREFUL TO AVOID
DAMAGING THE SEEDLING.
NOTES:
1.ALL SOILS WITHIN THE BUFFER
PLANTING AREA SHALL BE DISKED, AS
REQUIRED, PRIOR TO PLANTING.
2.ALL PLANTS SHALL BE PROPERLY
HANDLED PRIOR TO INSTALLATION TO
INSURE SURVIVAL.
DIBBLE BAR
PLANTING BAR SHALL HAVE A
BLADE WITH A TRIANGULAR
CROSS-SECTION, AND SHALL BE 12
INCHES LONG, 4 INCHES WIDE AND
1 INCH THICK AT CENTER.
ROOTING PRUNING
ALL ROOTS SHALL BE PRUNED TO
AN APPORIATE LENGTH TO
PREVENT J-ROOTING.
RESTORED
CHANNEL
Section View
1
5.6
Inset "C"
Stabilized Outlet
Plan View
Inset "B"
Impervious Dike
NOTE:
1.PROVIDE STABILIZED OUTLET TO
STREAMBED.Inset "A"
Dewatering Bag
DEWATERING
BAG
Pump Around System
Not to Scale
4
5.650' MIN12'BUFFER WIDTH
VARIES
SPACING PER
PLANTING PLAN
10' MIN.
15' to 20'10'15'
3' MIN TOP WIDTHFLOW
FLOWStreambank Planting
Not to Scale
Plan View
UT3
6' SPACING FOR LIVE STAKES
6' SPACING FOR HERBACEOUS PLUGSPlan View
UT1-UT2
8' SPACING FOR LIVE STAKES
4' SPACING FOR HERBACEOUS PLUGS
4' SPACING FOR LIVE STAKES
Section View
2
5.6
BASEFLOW W.S.
NOTES:
1.CONTRACTOR RESPONSIBLE TO FOLLOW PLAN VIEW DETAILS BY REACH
SHOWN ABOVE
2. REFER TO SPECIFICATIONS FOR PROPER STORAGE, HANDLING AND
INSTALLATION.
3.FORM PILOT HOLE IN HARD SOIL OR STONY CONDITIONS TO PREVENT
DAMAGE TO LIVE STAKES.
4.LIVE STAKES TO BE PLANTED IN AREAS AS SHOWN ON PLANS AND
DIRECTED BY THE ENGINEER.
5.INSTALL DORMANT PRIOR TO LEAF OUT. DEPICTED CONDITION WITH
LEAVES NOT REPRESENTATIVE OF STAKES AT TIME OF INSTALLATION.
LINEAR SPACING
LINEAR SPACING
Live Stake Detail2' TO 3' LIVE STAKETAPERED AT BOTTOMBANKFULL
CLASS A STONE
8" MIN. DEPTH
TOP OF BANK TOP OF BANK
TOE OF SLOPE TOE OF SLOPE
JUNCUS PLUG
AT NORMAL
BASEFLOW TOE (TYP)
TOE OF SLOPE
LIVE STAKE AT
TOP OF BANKEROSION CONTROL MATTING
(SEE DETAIL 1, SHEET 5.8)
BUDS (NODES)
POINTED
UPWARD
1/2" TO 2"
DIAMETER
BASE CUT
AT 45°
PUMP
INTAKE HOSE
DISCHARGE HOSE
FLOW
IMPERVIOUS DIKE
(SEE INSET "B")
10' X 5' STABILIZED OUTLET
USING CLASS B RIPRAP AND
NCDOT TYPE 2 FILTER FABRIC.
(SEE INSET "C")
IMPERVIOUS DIKE
(SEE INSET "B")
INTAKE HOSE
DEWATERING
PUMPAC
T
IV
E
WO
R
K

A
R
EA
DISCHARGE HOSE
DEWATERING BAG
(SEE INSET "A")
BAG PLACED ON
AGGREGATED OR STRAW.
HIGH STRENGTH
DOUBLE STITCHED
"J" TYPE SEAMS.
SEWN-IN SPOUT
HIGH STRENGTH
STRAPPING
FOR HOLDING HOSE
IN PLACE
WATER FLOW
FROM PUMP
FLEXIBLE
DISCHARGE HOSE
EXISTING TERRAIN
DEWATERING BAG
STREAM BED
FILTER FABRIC
8" of CLASS B RIPRAP
IMPERVIOUS
SHEETING
SAND BAG
(24" X 12" X 6")
OR STONE.
FILTER FABRIC
FLEXIBLE DISCHARGE HOSE FROM
PUMP AROUND PUMP HELD IN PLACE
WITH SAND BAGS AS NEEDED.
STABILIZE OUTLET USING CLASS B
RIPRAP TRENCHED INTO EXISTING
GROUND A MINIMUM OF 6". SIZE AND
LOCATION TO BE DETERMINED IN THE
FIELD BY THE ENGINEER.
SheetChecked By:Job Number:Drawn By:Project Engineer:312 W. Millbrook Road, Ste 225Raleigh, NC 27609Tel: [phone]Firm License No. F-0831Date:Revisions:PRELIMIN
ARY
DO NOTUSE F
OR
CONSTRUCTION005-40045JCKANAGATApril 26, 2018Q:\ActiveProjects\005-40045 Cane Creek Mit Bank\CADD\Bethel Branch Site\Plans\40045-BB-Details.dwgMarch 7, 2012Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaDetailsTemporary Silt Fence
Not to Scale
NOTES:
1.USE WIRE A MINIUM OF 32" IN WIDTH AND WITH
A MINIMUM OF 6 LINES OF WIRES WITH 12" STAY
SPACING.
2.USE FILTER FABRIC A MINIMUM OF 36" IN WIDTH
AND FASTEN ADEQUATELY TO THE WIRES AS
DIRECTED BY THE ENGINEER.
3.PROVIDE 5' STEEL POST OF THE SELF-FASTENER
ANGLE STEEL TYPE.
1
5.7
5.7MATERIAL SPECIFICATIONS
PHYSICAL PROPERTY TESTS REQUIREMENTS
MATERIAL N/A POLYETHYLENE
RECOMMENDED COLOR N/A "INTERNATIONAL ORANGE"
TENSILE YIELD ASTM D638 AVE. 2000 LBS. PER 4' WIDE
ULTIMATE TENSILE STRENGTH ASTM D638 AVE. 2900 LBS. PER 4' WIDE
ELONGATION AT BREAK (%)ASTM D638 GREATER THAN 1000%
CHEMICAL RESISTANCE N/A INERT TO MOST CHEMICALS AND ACIDS
Tree Protection Fencing
Not to Scale
4
5.7[X]INSTALLATION
Temporary Silt Fence Gravel Outlet
Not to Scale
Section ViewPlan View Front View
REFER TO THE PLANS FOR LOCATIONS AND SPECIFICATIONS. DURING INSTALLATION OF THE SILT BARRIER
OR SILT FENCE, INSPECT THE INSTALLATION TO DETERMINE IF OUTLETS ARE NEEDED ACCORDING TO THE
CRITERIA SET FORTH IN THE SPECIFICATIONS FOR THE BARRIER AND FENCE. IF THERE ARE QUESTIONS OR
PROBLEMS WITH THE LOCATION, EXTENT, OR METHOD OF INSTALLATION, CONTACT THE ENGINEER,
ARCHITECT, OR RESPONSIBLE PERSONNEL ON THE SITE FOR ASSISTANCE. EROSION CONTROL PERSONNEL
HAVE COPIES OF INSTRUCTIONS AND MAY HAVE PHOTOGRAPHS OF PROPERLY INSTALLED OUTLETS AS AN
AID TO INSTALLATION.
IF THE SILT FENCE OUTLET IS NOT INSTALLED CORRECTLY THE FIRST TIME, IT WILL HAVE TO BE REBUILT.
DETERMINE THE EXACT LOCATION ON THE GROUND BEFORE COMPLETING INSTALLATION OF THE SILT
FENCE, TAKING INTO CONSIDERATION:
INSTALL THE OUTLET AT THE LOWEST POINT (S) IN THE BARRIER OR FENCE WHERE WATER WILL POND.
INSTALL THE OUTLET WHERE IT IS ACCESSIBLE FOR INSTALLATION, MAINTENANCE, AND REMOVAL.
ALLOW AT LEAST:
15 FEET BETWEEN THE BARRIER OR FENCE AND SINGLE-STORY BUILDINGS.
25 FEET FOR FORK LIFTS BETWEEN THE BARRIER OR FENCE AND MULTIPLE-STORY BUILDINGS.
10 FEET BETWEEN THE BARRIER OR FENCE AND THE TOE OF FILL SLOPES.
PLACE THE OUTLET SO THAT WATER FLOWING THROUGH IT WILL NOT CREATE AN EROSION HAZARD
BELOW: AVOID STEEP SLOPES BELOW THE OUTLET AND AREAS WITHOUT PROTECTIVE VEGETATION. USE
SLOPE DRAINS IF NECESSARY.
DETERMINE THE LOCATION OF THE OUTLET: FOR A SILT BARRIER, WHEN THE TRENCH IS DUG TO BURY THE
BOTTOM OF THE FABRIC BECAUSE THE BARRIER WILL BE OMITTED AT THE OUTLET; FOR A SILT FENCE,
WHEN THE WIRE FENCE IS IN PLACE BECAUSE THE FILTER FABRIC WILL BE OMITTED AT THE OUTLET.
REFER TO THE ILLUSTRATIONS OF THE OUTLET IN THE PLAN.
CLEAR STUMPS AND ROOTS FROM THE LOCATION OF THE OUTLET. CLEAR ADEQUATE ACCESS FOR THE
EQUIPMENT NEEDED FOR INSTALLATION, MAINTENANCE, AND REMOVAL.
FOR A SILT BARRIER:
JUST BELOW THE GAP IN THE BARRIER, PLACE A LAYER OF
FILTER FABRIC ON THE GROUND TO PROTECT THE SOIL
FROM EROSION BY OUTFLOW FROM THE OUTLET; PLACE
6 INCHES OF THE UPPER EDGE IN THE TRENCH. STAKE THE
REMAINING EDGES OF THE FABRIC TO HOLD IT IN PLACE.
ALONG THE GAP WHERE THE OUTLET WILL GO, PLACE
STEEL FENCE POSTS FOR STRENGTH. THE POSTS MUST BE
A MAXIMUM OF 2 FEET APART AND DRIVEN INTO SOLID
GROUND AT LEAST 18 INCHES.
PLACE HARDWARE CLOTH (WELDED GALVANIZED SCREEN
WITH SQUARE 1/4 - 1/2-INCH HOLES) ON THE UPHILL SIDE
OF THE POSTS TO HOLD THE WASHED STONE IN PLACE.
PUT 6 INCHES OF THE BOTTOM OF THE CLOTH IN THE
TRENCH AND FASTEN IT TO THE POSTS WITH LENGTHS OF
WIRE.
BURY THE BOTTOM OF THE HARDWARE CLOTH AND THE
UPPER EDGE OF THE FILTER FABRIC BELOW THE OUTLET
IN THE TRENCH AND COMPACT THE FILL.
PLACE A FILTER OF 1-INCH DIAMETER WASHED STONE ON
THE UPHILL SIDE OF THE OUTLET. PILE THE STONE UP TO
THE TOP OF THE HARDWARE CLOTH AND OVER THE JOINT
BETWEEN THE OUTLET AND THE BARRIER.
FOR A SILT FENCE:
JUST BELOW THE GAP IN THE BARRIER, PLACE A LAYER
OF FILTER FABRIC ON THE GROUND TO PROTECT THE
SOIL FROM EROSION BY OUTFLOW FROM THE OUTLET;
PLACE 6 INCHES OF THE UPPER EDGE IN THE TRENCH.
STAKE THE OTHER EDGES OF THE FABRIC TO HOLD IT IN
PLACE.
ALONG THE GAP WHERE THE OUTLET WILL GO, PLACE
ADDITIONAL STEEL FENCE POSTS FOR STRENGTH. THE
POSTS MUST BE A MAXIMUM OF 2 FEET APART AND
DRIVEN INTO SOLID GROUND AT LEAST 18 INCHES.
PLACE HARDWARE CLOTH (WELDED GALVANIZED
SCREEN WITH SQUARE 1/4 - 1/2-INCH HOLES) ON THE
UPHILL SIDE OF THE POSTS TO HOLD THE WASHED
STONE IN PLACE. PUT 6 INCHES OF THE BOTTOM OF
THE CLOTH IN THE TRENCH AND FASTEN IT TO THE
POSTS WITH LENGTHS OF WIRE.
BURY THE BOTTOM OF THE HARDWARE CLOTH, THE
UPPER EDGE OF THE FILTER FABRIC BELOW THE
OUTLET, AND THE WIRE FENCE IN THE TRENCH AND
COMPACT THE FILL.
PLACE A FILTER OF 1-INCH DIAMETER WASHED STONE
ON THE UPHILL SIDE OF THE OUTLET. PILE THE STONE
UP TO THE TOP OF THE HARDWARE CLOTH AND OVER
THE JOINT BETWEEN THE OUTLET AND THE SILT FENCE.
2
5.7
Temporary Stream Crossing - Timber Mat
Not to Scale
3
5.7 TSAF8"4"
8' MAX. WITH WIRE
(6' MAX. WITHOUT WIRE)STEEL POST2'-0" DEPTH6' MAX. WITH WIRE
4' MIN.
18" MIN.
3'
TOP AND BOTTOM STRAND
SHALL BE 10 GAUGE MIN.
WIRE
FILTER FABRIC
MIDDLE AND VERTICAL WIRES
SHALL BE 12 1
2 GAGE MIN.
EXISTING GROUND
FILTER FABRIC
COMPACTED FILL
EXTEND FABRIC
INTO TRENCH
FILTER OF 1" DIA.
WASHED STONE
SILT FENCE
END OF FILTER FABRIC
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF 1" DIA.
WASHED STONE
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE
SILT FENCE
END OF FILTER FABRIC
BURY WIRE FENCE, FILTER FABRIC,
AND HARDWARE CLOTH IN TRENCH
STEEL FENCE POST
SET MAX 2' APART
FILTER FABRIC
ON GROUND
BURY WIRE FENCE
AND HARDWARE CLOTH
ATTACH SAFETY FENCE
TO METAL POSTS USING
METAL WIRE TIES
"T" OR "U" POST
DRIVEN MINIMUM OF
18" INTO GROUND
ORANGE SAFETY FENCE
WATER DIVERSION CHANNEL
12" Ø MIN. SUPPORT LOG
OR MUD MAT PLACED
PARALLEL TO BANKS
FILTER FABRIC
CLASS B
STONE
NOTE:
1.CONSTRUCT STREAM CROSSING WHEN FLOW IS AT NORMAL BASEFLOW.
2.MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS. DO NOT EXCAVATE
CHANNEL BOTTOM.
3.INSTALL STREAM CROSSING PERPENDICULAR TO THE FLOW.
4.MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION ROAD DOES NOT
ENTER EXISTING CHANNEL.
5.STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE EDGE OF THE TIMBER MAT.
6.CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP ANGLE ACCORDING TO
EQUIPMENT UTILIZED.
7.MATS FOR UT1 AND UT2 SHALL BE 28' IN LENGTH OR A MIN. OF 4' LONGER THAN
TOP OF BANK WIDTH.
8.MATS FOR UT3 SHALL BE 16' LONG OR A MIN. OF 4' WIDER THAN TOP OF BANK
WIDTH.
9.ALL MATS SHALL BE 4' IN WIDTH.
10.16' MATS SHALL BE CONSTRUCTED OF MIN. 8" x 8" HARDWOOD TIMBERS.
11.MATS LONGER THAN 16' SHALL BE CONSTRUCTED OF MIN. 12" x 12" HARDWOOD
TIMBERS.
5'
5'
MUD MATS
Cross Section View
SheetChecked By:Job Number:Drawn By:Project Engineer:312 W. Millbrook Road, Ste 225Raleigh, NC 27609Tel: [phone]Firm License No. F-0831Date:Revisions:PRELIMIN
ARY
DO NOTUSE F
OR
CONSTRUCTION005-40045JCKANAGATApril 26, 2018Q:\ActiveProjects\005-40045 Cane Creek Mit Bank\CADD\Bethel Branch Site\Plans\40045-BB-Details.dwgMarch 7, 2012Cane Creek Umbrella Mitigation Bank - Bethel BranchChatham County, North CarolinaDetails5.8Permanent Culvert Crossing
Not to Scale
1
5.8
ROAD CREST
CREST ELEVATION
TYPE 2 WOVEN
FILTER FABRIC
1' DEEP 50/50 MIX CLASS A AND
CLASS B RIP RAP. ELEVATIONS
PER GRADES SHOWN ON PLANS.
TYPE 2 WOVEN FILTER FABRIC10 MIN
1
1
10 MIN CAP BACKFILL WITH 4" CLASS A STONE,
TOP WITH 3" ABC STONE TO EDGE OF EASEMENT
PIPE DIMENSIONS AND
MATERIAL TO BE INCLUDED
WITH FINAL PLANS
EMBED CULVERT BY DEPTH
SHOWN IN PLANS. BACKFILL
WITH 50/50 MIX CLASS A/B
RIP RAP MATERIAL.
INITIAL BACKFILL, PLACED
IN LIFTS OF 4" TO 6",
AASHTO CLASS II MATERIAL
INITIAL BACKFILL, PLACED
IN LIFTS OF 4" TO 6",
AASHTO CLASS II MATERIAL EXISTING GRADE
50/50 MIX CLASS A AND CLASS B RIP
RAP PER GRADES SHOWN ON PLANS.
10' OVERFLOW
CHANNEL, MIN INVERT
SET TO TOP OF
PIPE ELEVATION
6" MIN. BEDDING,
#57 STONE
2'2'
Section View
PIPEFLOWPlan View
SIDE SLOPES,
COVERED IN MINIMUM CLASS B STONE
CAP ROAD WITH 4" CLASS A STONE,
TOP WITH 3" ABC STONE TO EDGE OF EASEMENT TOP OF ROAD WIDTH
SIDE SLOPE
OVERFLOW CHANNEL, 1' DEEP 50/50
MIX CLASS A AND CLASS B RIP RAP
DEPTH OF FILL
VARIES PER
PLANS
PIPE INVERTS CLASS A & B POOL
STABILIZATION
PROPOSED ROAD