20140333 Ver 1_Site Plan_20151006

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Vicinity Map
Not to Scale
Holman Mill Mitigation Project
Cape Fear River Basin 03030002
Alamanc e County, Month Carolina
for
North Carolina Ecosystem
Enhancement Program
Roject Location
r�
F�COSVem
E n �airce Stment
PROORAM
Sheet Index
Title Sheet 0.1
Project Overview 0.2
General Dotes and Symbols 0.3
Typical Sections 1.1 -1.4
Stream Plan and Profile 2.1 -2.12
Planting Plan 3.1
Erosion and Sediment Control Not Included
]Fencing Plan Not Included
Details 6.1 -6.5
Project Directory
0
Owner:
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699 -1652
Jeff Schaffer
919 - 707 -5976
DENR Contract No. 005795
EEP ID No. 96316
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DRAFT PLANS
Surveying:
May, 2015
E
Infinite ]Land Design, P.C.
117 North Chatham Avenue
Siler City, NC 27344
Charles 0. Eliason, PES
919 -663 -2708
Engineering:
BEFORE YOU OIOI
Stream Origins
Wildlands Engineering, Banc
CALL 1 -800 -832 -4949
N.C. ONE—CALL CENTER
L Stream
Latitude
Longitude
License No. F -0831
312 `Vest Millbrook Road, Suite 225
UT1
N 35" 51'09.14"
W 790 23'29.27"
Raleigh, NC 27609
UT2
N 350 51' 18.47"
W 790 23' 15.11"
Angela N. Allen, PE
UT2A
N 350 51' 19.28"
W 790 23'06.82"
919 - 851 -9986
0
Owner:
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699 -1652
Jeff Schaffer
919 - 707 -5976
DENR Contract No. 005795
EEP ID No. 96316
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0' 150' 300' 450'
(HORIZONTAL)
End UT2 Reach 4
(Restoration)
STA 215 +62
Begin UT2A End UT2A
(Restoration) (Restoration)
STA 300 +65 STA 306 +18
End UT2 Reach 1
(Enhancement 11)
Begin UT2 Reach 2
(Enhancement I)
STA 205+
Begin UT2 Reach 1 P �� CE —\ C',
(Enhancement II) 2.7
P STA 200 +00
P� V�
J�
I
I
IBegin UT1 Reach 1
i (Restoration)
STA 100 +00
\- 0T'24
End UT2 Reach 3
(Restoration)
Begin UT2 Reach 4
(Restoration)
STA 213 +52
/ CE
UT2 2.9 �F
End UT2 Reach 2
— c (Enhancement 1)
2.8 Begin UT2 Reach 3 m
(Restoration)
STA 208 +73
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m � J
I w
V
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I ' V
End UT1 Reach 3 m I
End UT1 Reach 1 (Restoration) End UT1 Reach 4
I(Restoration) Begin UT1 Reach 4 (Enhancement 11) / U
Begin UT1 Reach 2 (Enhancement 11) STA 126 +22 I
I (Enhancement 11) STA 109 +35 2.6
STA 102 +02 L3 2.4 _ 2.5 / u
33 3J 37
I 2.1 2.2 30 D 3J 3� 3D 33 I
33
0
d 3j 3 ° / u
3. CE CE CE CE E CE CE CE
CE � u
I UT1A (E11) I
End UT1 Reach 2
(Enhancement 11) / 41 w
IBegin UT1 Reach 3 m
(Restoration) 1
I STA 106 +34 \
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Id Id Id Id Id Id Id \ W�
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Existing Futures
— — — — — Existing Property Boundary
- _ _ = Existing 1' Minor Contour
Existing 5' Major Contour
Existing Fenceline
Existing Thalweg
Existing Right of Way
Existing Overhead Electric Line
Existing Edge of Pavement
Existing Overhead Electric Pole
Existing Concrete Structure
Existing Ford Crossing
Existing Farm Road
Existing Bedrock/Boulders /Outcrop
Existing Wetlands
Existing Treeline
Existing Tree
- Existing Telephone Box
Proposed ]Features
LOD LOD
Proposed Limits of Disturbance
8
cE cE
Proposed Conservation Easement
10 +00
2 C 3
— —
Proposed Stream Alignment
oe
— — —
Proposed Bankfull
Proposed 5' Major Contour
Proposed 1' Minor Contour
PH
cR -cn
Proposed Chunky Riffle
See Detail 4, Sheet 6.1
cR -dz
Proposed Jazz Riffle Structure
Proposed Boulder J-Hook with Sill
See Detail 3, Sheet 6.1
R -NM
See Detail 4, Sheet 6.3
Proposed Native Material Constructed Riffle
b
�
See Detail 1, Sheet 6.1
R w
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Proposed Woody Riffle
—
h H n H See Detail 1, Sheet 6.4
See Detail 2, Sheet 6.1
Proposed Log Vane
See Detail 1, Sheet 6.2
Proposed Angled Log Drop
Proposed Rock Outlet
See Detail 2, Sheet 6.2
See Detail 1, Sheet 6.5
Proposed Log J -Hook
See Detail 3, Sheet 6.2
Proposed Brush Toe
See Detail 4, Sheet 6.2
Proposed Cover Log
See Detail 1, Sheet 6.3
Designed Channel Plug
See Detail 2, Sheet 6.3
../'S.Y
Proposed Boulder Sill
See Detail 3, Sheet 6.3
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Proposed Boulder J-Hook with Sill
See Detail 4, Sheet 6.3
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Proposed Transplanted Sod Mats
h H n H See Detail 1, Sheet 6.4
Proposed Rock Outlet
See Detail 1, Sheet 6.5
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Notes:
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1. Typical sections are provided as a reference for in channel grading only. Q Y
For ffloodplain grading and connection to existing ground elevations z 0 ^ o . o
refer to Sheets 2.1 - 2.12. Z a ° LL
2. g'oofl depth will vary per profile. t � j Z `g r M
aam�
3. All deep pools shall have bank revetments on outside of bend. Q =...
..
4. Typical pool sections are shown as right meander bends only. The
BANKFULL WIDTH = 7.8
flatter side slope is on the inside of the meander bend and for left 3 m
meander bends should be on the opposite side than shown on the typical 2.4' _ = 3 0' — 2.4'
sections.
Dmax = 0.8'
EXISTING GROUND
PROPOSED PROPOSED
BANKFULL
GRADE
O-
UTI Reach I & 3- Typical Section: Rifle CIO
STA: 100+00 to 102+02 & 106+34 to 109+35 Not To Scale
BANKFULL WIDTH = 11.0'
5.4'
3.2' 2.4'
s
UT1 Reach 1 & 3 - Typical Section: Shallow ]Pool
STA: 100 +00 to 102 +02 & 106 +34 to 109 +35 Not To Scale
BANKFULL WIDTH = 11.0'
6.3' _ = 3.3' _
- ---- -- ---- -- ----- - - - - -- — — — — —
EXISTING GROUND � PROPOSED Dmaxl= 1.4'
4.5:1 1
BANKFULL
PROPOSED
GRADE
UT1 Reach I & 3 - Typical Section: Deep ]PO ®1
STA: 100 +00 to 102 +02 & 106 +34 to 109 +35 Not To Scale
—II
T WIDTH FROM OUTSIDE OF BEND TO CENTERLINE = 4.0'
1.4'
I— --- -----------------------
I
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= WIDTH FROM OUTSIDE OF BEND TO CENTERLINE = 3.05'
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EXISTING GROUND
PROPOSED
Dmax = 1.2'
45.1
BANKFULL
PROPOSED
GRADE
s
UT1 Reach 1 & 3 - Typical Section: Shallow ]Pool
STA: 100 +00 to 102 +02 & 106 +34 to 109 +35 Not To Scale
BANKFULL WIDTH = 11.0'
6.3' _ = 3.3' _
- ---- -- ---- -- ----- - - - - -- — — — — —
EXISTING GROUND � PROPOSED Dmaxl= 1.4'
4.5:1 1
BANKFULL
PROPOSED
GRADE
UT1 Reach I & 3 - Typical Section: Deep ]PO ®1
STA: 100 +00 to 102 +02 & 106 +34 to 109 +35 Not To Scale
—II
T WIDTH FROM OUTSIDE OF BEND TO CENTERLINE = 4.0'
1.4'
I— --- -----------------------
I
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I
I
= WIDTH FROM OUTSIDE OF BEND TO CENTERLINE = 3.05'
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Notes:
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1. Typical sections are provided as a reference for in channel grading only. Q Y
m
For flloodplain grading and connection to existing ground elevations 4o-1
o
refer to Sheets 2.1 - 212. w m °
o,0z
2. Pool depth will vary per profile. � � z 2 mm u
3. All deep pools shall have bank revetments on outside of bend. A z 3 v
w E
4, Typical pool sections are shown as right meander bends only. The r� N LL
flatter side slope is on the inside of the meander bend and for left BANKFULL WIDTH = 7.9' ► '3 �+
meander bends should be on the opposite side than shown on the typical
� 2.4' _ = 31' 2.4' �
sections.
Dmax = 0.8'
EXISTING GROUND 3:1 3:1
PROPOSED PROPOSED
BANKFULL GRADE
ti� 04gti0
UT2 Reach 3 - Typical Section: Riffle 60 0,
STA: 208 +73 to 213 +52
Not To Scale
s BANKFULL WIDTH = 10.8'
s 4.8' — 3.6' — 2.4'
- -- Q�
_ _ _ _ _ _ _ — — --- -- - - -- - - -- °Pa
EXISTING GROUND Dmax = 1.2' �1
PROPOSED 4:1
BANKFULL
PROGOSEDD _ WIDTH FROM OUTSIDE OF BEND TO CENTERLINE = 4.2' °+-4
P b
UT2 Reach 3 - Typical Section: Shallow Pool
STA: 208 +73 to 2Il3 +52
Not To Scale b
BANKFULL WIDTH = 10.8' —
3.0' — — 1.3'
- ------ --- r— r- - - ---
------------- — — — —
I
I
EXISTING GROUND PRO^—
POSED
BANKFULL Dmax = 1.3' .�. I
5:1 I
11 I
I
PROPOSED
WIDTH FROM OUTSIDE OF BEND TO CENTERLINE = 2.8'
GRADE
UT2 Reach 3 - Typical Section: Deep Pool
STA: 208 +73 to 213 +52
Not To Scale
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1. Typical sections are provided as a reference for in channel grading only. Q y
� �ro
��oroo
For floodplain grading and connection to existing ground elevations
refer to Sheets 2.1 = 2.12. 0 a w u � z°
2. ]Pool depth will vary per profile. z 2 s
A�
3. All deep pools shall have bank revetments on outside of bend. J w 2- J F E
4. Typical pool sections are shown as right meander bends only. The N LL
flatter side slope is on the inside of the meander bend and for left BANKFULL WIDTH = 11.2 "
meander bends should be on the opposite side than shown on the typical
sections.
------ - - - - -- — - — ------------------------------------------
Dmax = 1.2' -�.
EXISTING GROUND PROPOSED 3; i
BANKFULL GRADESED i�, l
UT2 Reach 4 - Typical Section: Riffle Gp��
STA: 213 +52 to 215 +62
Not To Scale
BANKFULL WIDTH = 15.0'
s 7.6' _ = 3.6' _ = 3.8' �
- ----------------- - - - - - - - -- - - - - - - - - - - -
--- - -- --
EXISTING GROUND �
Dmax 1.9'
PROPOSED 4:1
l= 21 I {
BANKFULL +y
1 �
® Q6
ROOPOS F� z- WIDTH FROM OUTSIDE OF BEND TO CENTERLINE = 5.6' e +_4
e� �) P b
UT2 Reach 4 - Typical Section: Shallow Pool
STA: 213 +52 to 215 +62 �'
b
Not To Scale
BANKFULL WIDTH = 15.0' -
9.6' — 3.3' _ = 2.1'
- - - - - - - - - - - - - - - o -c -_ _ _ — - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
------- - - - - -- -- -- - - -- �-.. - - - - -
I
EXISTING GROUND PROPOSED
BANKFULL 45.1 Dmax =2.1' ^,
1 I
1 I
PROPOSED I I
GRADE I-K WIDTH FROM OUTSIDE OF BEND TO CENTERLINE = 3.75'
UT2 Reach 4 - Typical Section: Deep ]fool
STA: 213 +52 to 215 +62
Not To Scale
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1. Typical sections are provided as a reference for in channel grading only. Q y
� �ro
��oroo
For floodplain grading and connection to existing ground elevations
refer to Sheets 2.1 = 2.12. 0 a w u � z°
2. Pool depth will vary per profile. z 2 s
A�
3. All deep pools shall have bank revetments on outside of bend. J w 2- J F E
4. Typical pool sections are shown as right meander bends only. The N LL
flatter side slope is on the inside of the meander bend and for left = BANKFULL WIDTH = 6.4 = M
meander bends should be on the opposite side than shown on the typical _ _
— 1.75' � � 2 9' — — 1.75'
sections.
Dmax = 0.7'
EXISTING GROUND PROPOSED ?S'7 251 PROPOSED
BANKFULL GRADE��0 t
04�ti0
UT2A - Typical Section: Riffle
STA: 300+65 to 306 +18
Not To Scale
BANKFULL WIDTH = 93 —
3.6' 3.9' 1.8'
�—_ — —� I — — — — °Pa
EXISTING GROUND ED
= .9'
1 �y
PROPOS 4;7 Dmax 0
� 2•
BANKFULL
PROPOSED fs T WIDTH FROM OUTSIDE OF BEND TO CENTERLINE = 3.75' °
GRADE ® r
UT2A - Typical Section: Shallow Pool
STA: 300 +65 to 306 +18
Not To Scale
BANKFULL WIDTH = 9.3'
5.1' _ = 3.1' --------- f 1.1'
— — — — — — — — — — — — — — — — — — — _ I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
- ------ -- - - -- - - - - -- -- --
I
EXISTING GROUND I
PROPOSED Dmax = 1.1'
BANKFULL 4.s.., 1
I
I
PROPOSED I I
GRADE = I WIDTH FROM OUTSIDE OF BEND TO CENTERLINE = 2.65'
UT2A - Typical Section: Deep Pool
STA: 300 +65 to 306 +18
Not To Scale
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May R. 2015
a'OG��,
Date:
05 -08 -15 Rems.-
Job Number:
005-02146
Project Engineer: ANA
Drawn By:
CLM
Checked By:
1WH
FirmeLicense No. F-.851.9986
-0831
2.1
Sheet
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May R. 2015
Holman Mill Mitigation Project
Alamance County, NC
UT1 Reaches 1 & 2
Stream Plan and Profile
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WILDLANDS
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ENGINEERING
312 W. Millbrook Road, Ste 225
ELEV= 569.99
Raleigh, NC 27609
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FirmeLicense No. F-.851.9986
-0831
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ELEV = 570.81
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ELEV= 568.48
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ISTA = 101
+08.57
v.ELEV=
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STA =
101 +13.99
567.96
/
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ELEV
= 567.34
/
/ STA = 101 +20.68
c
ELEV = 567.33
STA = 101 +29.00
_
ELEV
= 567.63
—
STA -101
+46.75
STA 101+51.81
_
IaLEV=
567.03
ELEV
STA
- 566.15
=101 +62.95
\
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STA -
ELEV =
101 +58.92
566.15
ELEV=
566.69
/
IRA = 102 +02.3
/
ELEV = 564.94
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Holman Mill Mitigation Project
Alamance County, NC
UT1 Reaches 1 & 2
Stream Plan and Profile
<JA
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WILDLANDS
ENGINEERING
312 W. Millbrook Road, Ste 225
.f1
Raleigh, NC 27609
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FirmeLicense No. F-.851.9986
-0831
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Date:
05 -08 -15 Rems.-
Job Number:
005-02146
Project Engineer: ANA
Drawn By:
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Checked By:
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eLicense
2.2
Sheet
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May R. 2015
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WILDLANDS
ENGINEERING
312 W. Millbrook Road, Ste 225
.f1
Raleigh, NC 27609
eLicense
No. F-0831
Firm -0831
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STA 106,34.57
ELEV = 556.55
n
TA = 106 +46.23
REV = 556.05 I
1
STA = 106 +53.1.
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=
ELEV 556.07
STA = 106 +58.66 J
ELEV= 556.45
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STA =106 +67.59
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-STA =106 +73.38
1
-ELEV= 556.29
LEV = 555.79
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-
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SA = 106+85.271
o
ELEV= 555.79
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STA = 106 +99.95
m
ELEV = 556.25
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STA
=107 +18.03
STA
= 107 +21.54
EV = 555.75
E
ELEV = 555.07
1
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STA =107
+31.03
STA =107 +34.03
\
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ELEV =
555.07
ELEV = 555.68
y
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1 STA =107 +47.84
< o
STA= 107 +51.^^.
111"' _i 1
LLEV = 555.35
11
ELEV = 554.79
STA = 107 +56.26
+
a m
a °'
TA = 107 +60.14
ELEV = 555.10
�1 ELEV = 554.79
1 STA =107 +64.09
ELEV= 554.98
STA = 107 +73.20
ELEV = 554.41
r.
STA = 107 +78.93
ELEV =
554.95
N
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STA = 107 +94.53
STA
=107
+97.01
ELEV =
554.06
ELEV
I
44
STA 108 +04..75 5
STA
=108 +08.61
= 554.58
\ I _\
ELEV 554.06
ELEV
7-
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1
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1
STA = 108 +37.92
ELEV = 553.85
STA =108 +45.88
\
ELEV = 553.21
_
108 +52. 3
--T
STA = 108 +57.99
I
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ELEV = 553.11
ELEV = 553.17
p
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STA =108 +65.10
L rl
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ELEV = 553.75
STA = 108 +78.09
Holman Mill Mitigation Project
Alamance County, NC
UT1 Reaches 2 & 3
Stream Plan and Profile
�L�V= 553.38
rn
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WILDLANDS
ENGINEERING
312 W. Millbrook Road, Ste 225
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Raleigh, NC 27609
eLicense
No. F-0831
Firm -0831
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May R. 2015
Date:
05 -08 -15 Rem:. —
Job Number:
005-02146
Project Engineer: ANA
Drawn By:
CLM
checked By:
)WH
2.3
Sheet
May R. 2015
Holman Mill Mitigation Project
Alamance County, NC
UT1 Reaches 3 & 4
Stream Plan and Profile
�A
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WILDLANDS
ENGINEERING
312 W. Millbrook Road, Ste 225
Raleigh, NC 27609
Tel: [phone]
Firm License No. F -0831
J I A
ELEV
= lU5 +6J.U1
= 552.55
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_ STA =108 +92.53
ELEV= 552.53
qTA = 109 +01.03
ELEV = 553.24
STA = 109 +11.06
(ELEV = 553.05
STA =109 +19.61
ELEV = 552.23
.;
STA =109 +13.91
ELEV = 552.23
STA = 109 +24.92
ELEV = 552.84
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STA = 109 +35.14
ELEV = 552.65
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Holman Mill Mitigation Project
Alamance County, NC
UT1 Reaches 3 & 4
Stream Plan and Profile
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WILDLANDS
ENGINEERING
312 W. Millbrook Road, Ste 225
Raleigh, NC 27609
Tel: [phone]
Firm License No. F -0831

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Date:
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Job Number:
005-02146
Project Engineer: ANA
Drawn By:
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Checked By:
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2.4
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May R. 2015
Holman Mill Mitigation Project
Alamance County, NC
UT1 Reach 4
Stream Plan and Profile
A
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WILDLANDS
ENGINEERING
312 W. Millbrook Road, Ste 225
Raleigh, NC 27609
Tel: [phone]
Firm License No. F -0831
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Alamance County, NC
UT1 Reach 4
Stream Plan and Profile
A
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WILDLANDS
ENGINEERING
312 W. Millbrook Road, Ste 225
Raleigh, NC 27609
Tel: [phone]
Firm License No. F -0831
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WILDLANDS
ENGINEERING
312 W. Millbrook Road, Ste 225
Raleigh, NC 27609
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Firm License No. F -0831
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MaV R.2b15
WILDLANDS
ENGINEERING
312 W. Millbrook Road, Ste 225
Raleigh, NC 27609
Tel: [phone]
Firm License No. F -0831

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Stream Plan and Profile ro
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May R. 2015
WILDLANDS
ENGINEERING
312 W. Millbrook Road, Ste 225
Raleigh, NC 27609
Tel: [phone]
Firm License No. F -0831
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Date: 05 -08-15 Re "=' ° "_:
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Project Engineer: �H Alamance County, NC o� Goo
Drawn By: CI.M C'
Checked By:
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Stream Plan and Profile ro
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May R. 2015
WILDLANDS
ENGINEERING
312 W. Millbrook Road, Ste 225
Raleigh, NC 27609
Tel: [phone]
Firm License No. F -0831

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Job Number:
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Alamance County, NC
UT2 Reach I
Stream Plan and Profile
A
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May R. 2015
WILDLANDS
ENGINEERING
312 W. Millbrook Road, Ste 225
Raleigh, NC 27609
Tel: [phone]
Firm License No. F -0831
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Alamance County, NC
UT2 Reach I
Stream Plan and Profile
A
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May R. 2015
WILDLANDS
ENGINEERING
312 W. Millbrook Road, Ste 225
Raleigh, NC 27609
Tel: [phone]
Firm License No. F -0831
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05 -08 -15 Revisions:
Job Number:
005-02146
Project Engineer: ANA
Drawn By:
CLM
Checked By:
JWH
I
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2.8
Sheet
May R. 2015
Holman Mill Mitigation Project
Alamance County, NC
UT2 Reaches 1 & 2
Stream Plan and Profile
<JA
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ENGINEERING
312 W. Millbrook Road, Ste 225
.f�
Raleigh, NC 27609
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105
STA = 205 +55.81
STA =
ELEV
+60.
= 528.26
7
YY
ELEV = 528.44
STA
= 205 +67.89
ELEV
= 527.72
o�P
--ELEV=
STA = 206
STA
+00.35
=205-87 . 54
527.63
\
1
STA
ELEV=
= 205 +84.86
527.42
1
1
STA = 206
ELEV = 525.84
+06.581
z ELEV= 525.85
-
_ STA = 206 +10.70
c ELEV= 526.42
i
/ �,
STA = 206+40.62
ELEV = 525:49
1
1
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STA = 206
ELEV =
STA = 206 +46.24
+36.08
1526.02
A = 206 +53.21
1
1
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ELEV= 525.99
oo
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If
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jSTA
1
= 2J6 +99.66
ELEV = 525.00
STA =
207 +07.59
1
---ELEV=
524.37
j
STA = 207 +13.83
STA = 207 +20.07
ELEV = 524.94
1
I
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1
1
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STA = 207 +48.29
dcV = 524.40
I
207 +62.49 -
1
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/
STA = 207 +76.60
ELEV= 523.74-
_
1
1
STA = 207 +90.17
ELEV= 524.16
1
1
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/
1
STA = 208 +04.37
STA =
ELEV
208 +10.85
= .523.34
\
ELEV = 523.80
1
STA = 208 +17.24
= 208+22.82
-ELEV= 523.34
STA
ELEV=
523.77
I
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Alamance County, NC
UT2 Reaches 1 & 2
Stream Plan and Profile
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Holman Mill Mitigation Project
Alamance County, NC
UT2 Reaches 1 & 2
Stream Plan and Profile
<JA
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WILDLANDS
ENGINEERING
312 W. Millbrook Road, Ste 225
.f�
Raleigh, NC 27609
O+
FirmeLicense No. F-.851.9986
-0831
N
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May R. 2015
N
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STA '= 208 +73.33
/ 1 ELEV= 523.00
1
STA = 208 +90,28
rl 1 I ELEV 522.26
I
STA= �209+07�.24.
FLEW= SZ2.26
STA = 209 +23.82
ELEV= 522.98
I
ti
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ELEV= 522.26
STA = 209 +64.86
ELEV= 521.82 / c
STA = 209 +72.86
ELEV = 521.82
STA = 209 +80.77 I m
ELEV= 522.26
Ir I I I
1 / STA = 210 +16.07
ELEV= 521.63
STA = 210 +24.21 1
EL -V= 520.50
1 STA. = 210 +32.45
1 / ELEV= 520.50
STA = 210 +40.70 /
EL� V = 521 :55 /
!v
' 1 STA = 210 +71.07
ELEV = 520.74
STA = 210. 78.40
ELEV = .`19.80
l\
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I .
ELEV= 519.80
l r STA -211+0 8.01
ELEV= 520.42
I
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1 ELEV = 520.20
I
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1 ELEV= 518.87
II
1 I
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I ELEV = 518:87
1/
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/ STA = 211 +82.63
1 ELEV= F19:84
ti
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STA = 212 +23.70
S_TA = 212 +30.48 I ELEV = 518.81
ELEV = 517.94 /
STA 212+37.55
FT STA = 212+44.89 I/1 ELEV= 517.94
ELEV = 518.78 1
I
ti A
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ELEV = 518.13
0 0
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Holman Mill Mitigation Project
Alamance County, NC
UT2 Reaches 2 & 3
Stream Plan and Profile
�A
aq & �
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WILDLANDS
ENGINEERING
312 W. Millbrook Road, Ste 225
Raleigh, NC 27609
Tel: [phone]
Firm License No. F -0831
+00
Date:
05 -08 -15 Rems.-
Job Number:
005-02146
Project Engineer: ANA
Drawn By:
CLM
Checked By:
JWH
2.9
Sheet
May R. 2015
N
O
STA '= 208 +73.33
/ 1 ELEV= 523.00
1
STA = 208 +90,28
rl 1 I ELEV 522.26
I
STA= �209+07�.24.
FLEW= SZ2.26
STA = 209 +23.82
ELEV= 522.98
I
ti
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ELEV= 522.26
STA = 209 +64.86
ELEV= 521.82 / c
STA = 209 +72.86
ELEV = 521.82
STA = 209 +80.77 I m
ELEV= 522.26
Ir I I I
1 / STA = 210 +16.07
ELEV= 521.63
STA = 210 +24.21 1
EL -V= 520.50
1 STA. = 210 +32.45
1 / ELEV= 520.50
STA = 210 +40.70 /
EL� V = 521 :55 /
!v
' 1 STA = 210 +71.07
ELEV = 520.74
STA = 210. 78.40
ELEV = .`19.80
l\
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I .
ELEV= 519.80
l r STA -211+0 8.01
ELEV= 520.42
I
STA = 211 +20.12
1 ELEV = 520.20
I
I
1 / STA = 211 +34.85
1 ELEV= 518.87
II
1 I
t I STA = 211 1 +55.8Q
I ELEV = 518:87
1/
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/ STA = 211 +82.63
1 ELEV= F19:84
ti
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I
I
STA = 212 +23.70
S_TA = 212 +30.48 I ELEV = 518.81
ELEV = 517.94 /
STA 212+37.55
FT STA = 212+44.89 I/1 ELEV= 517.94
ELEV = 518.78 1
I
ti A
A
o\°
1
STA = 212 +72.29
ELEV = 518.13
0 0
0
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Holman Mill Mitigation Project
Alamance County, NC
UT2 Reaches 2 & 3
Stream Plan and Profile
�A
aq & �
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WILDLANDS
ENGINEERING
312 W. Millbrook Road, Ste 225
Raleigh, NC 27609
Tel: [phone]
Firm License No. F -0831
+00
0 0
0
A A
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Holman Mill Mitigation Project
Alamance County, NC
UT2 Reaches 2 & 3
Stream Plan and Profile
�A
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V�
WILDLANDS
ENGINEERING
312 W. Millbrook Road, Ste 225
Raleigh, NC 27609
Tel: [phone]
Firm License No. F -0831
+00

F:\P,M- \W5- 02141. Hnlman Mill \Cadd \Plana \0214b- Prnfilea dw,,
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00
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May R. 2015
0
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ELEV= 512.92
o
Date: 05 -08-15 Re "='
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Holman Mill Mitigation Project
STA = 212 +85.06
Alamance County NCr
,
0O G .�
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W I L D L A N D S
2�
ENGINEERING
312 Road, Ste 225
W
2.10
iJ 12 Reaches 3 & 4
G
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a eighook
Raleigh, 27609
Tel: [phone]
I ELEV= 517.35
.8
Firm License No. F -0831
Stream Plan and Profile
t Sheet
I I
STA = 212 +97.82
i1
ELEV= 517.35
STA = 213,10.
64
II
ELEV = 518.11
I
!v
I
/
IS, A = 213
+58.53
STA
= 213+X2.61
1 �
a
ELEV=
515.41
I I
I
1
STA = 213 +94.66
I
I
I
El EV = 515.41
1
I
° -
STA
= 214
+21.88
I
ELEV
= 516.86
a
/
/
STA =214+48.
87
STA
214+L3.78
l��
ELEV=
516.16
ELEV
= 5',4.63
_
�-
STA = 214 +64.91
D
IN
- - - -
- -
ELEV = 514.63
STA = 214
ELEV = 515.83
+72.75
11
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STA = 214 +91.82
ELEV= 515.21
a '
Ow
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w A
wltO
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1
STA = 215 +09.53
'o
ELEV= 513.90
\
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� STA = 215 +19.55
ELEV = 514.70
_ 1 mD �n
m II y
N.
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a �+ <N
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STA = 215 +56.78
J_
[___L_]
STA
=215
+61.60
� �� hELEV= 513.16
0
p
ELEV= 512.92
o
f
Date: 05 -08-15 Re "='
° "_:
lob Nu mber: 005 -02146
Holman Mill Mitigation Project
Project Engineer: ANA
Drawn By: YVVH
Checked By: JWH
Alamance County NCr
,
0O G .�
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W I L D L A N D S
2�
ENGINEERING
312 Road, Ste 225
W
2.10
iJ 12 Reaches 3 & 4
G
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a eighook
Raleigh, 27609
Tel: [phone]
r0�
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Firm License No. F -0831
Stream Plan and Profile
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May R. 2015
u
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O O
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A A
O '
O ol
Date: 05-08-15 Re "=' ° "_:
lob Nu be,: 005 -02146 Holman Mill Mitigation Project
Project m Engineer: ANA
Drawn BY: C1.M Alamance County , NC r
�O G .� W I L D L A N D 5
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Checked By: JW l�s � .l�O
ENGINEERING
2.11 ♦♦ � 312 W a eigh, N Road, Ste 225
UT2A v Raleigh, .8 27609
��, Tel: [phone]
Stream Plan and Profile r0� Firm License No. F -0831
Sheet
f
STA
= 300
+66.86
STA = 300 +64.84
_
__ELEV=
STA
523.84
= 300 +16.28
STA
ELEV = 524.59
= 300 +72.04
523.84
w
ELEV=
'o
524.59
--ELEV=
\
STA = 300 +94.44
STA = 300 +99.98
/
ELEV - 524.0
ELEV= 523.66
' STA= 301 +05.51
STA = 301 +11.01
ELEV = 523.66
ELEV = 52430
/
I
/I
STA = 301 +39,05
STA = 301 +45.19
;
1
ELEV = 523.92
ELEV= 523.20
STA= 301 +51.07
STA = 301 +56.64
ELEV = 523.20
ELEV = 523.92.
0
I I
STA = 301 +79.22
ELEV= E 523.72
STA = 301 +89,83
ELIV = 522.61
J 1 STA - 302 +00.45
I ELEV = 522.61
�
STA = 302 +11.08 _
o
/ ELEV = 523.63
n
a
/
� I
STA -302+42 .23
L
ELEV= 523.29
I STA = 302 +49.64
III STA 302 +57100
ELIV =
STA A = = 3 30 02 +64.23
ELEV = 523.29
I�
A
N
of /
�
STA = 302 +98.16
LoV= 522.0.
STA = 303 +05.31
/
ELEV= 521.65
STA = 303 +14.44
1
ELEV = 521.65
I
STA = 303 +25.58
1
ELEV= 522.34
a
/ STA = 303 +41.72
STA = 303
+48.99
I I ELEV= 121.95
ELEV
= 521.25
1303
- STA +55.99
STA
= 303
+62.71
r I I ELEV= 521.25
ELEV=
521.86
�I
N
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I
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A A
O '
O ol
Date: 05-08-15 Re "=' ° "_:
lob Nu be,: 005 -02146 Holman Mill Mitigation Project
Project m Engineer: ANA
Drawn BY: C1.M Alamance County , NC r
�O G .� W I L D L A N D 5
[3
Checked By: JW l�s � .l�O
ENGINEERING
2.11 ♦♦ � 312 W a eigh, N Road, Ste 225
UT2A v Raleigh, .8 27609
��, Tel: [phone]
Stream Plan and Profile r0� Firm License No. F -0831
Sheet
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Date:
05 -08 -15 Rems.-
Job Number:
005-02146
Project Engineer: ANA
Drawn By:
CLM
Checked By:
JWH
eLicense
2.12
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May R. 2015
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Holman Mill Mitigation Project
Alamance County, NC
UT2A
Stream Plan and Profile
` ELEV= 517.13
o �
<JA
a'OG��,
WILDLANDS
ENGINEERING
ae
312 W. Millbrook Road, Ste 225
.f�
Raleigh, NC 27609
eLicense
No. F-0831
Firm -0831
STA
= 304 +00.21
ELEV= 521.07
STA 304 +07.36
JELEV- 520.3,1
STA =304
+14.31
ELE\,=
520.31
STA = 304 +21.05
ELEV = 521.01
I
11
STA = 304 +45.77
I
ELEV '= 520.33
/
STA - 304 +54.63
v
ELEV = 51931
STA - 304 +63.97
a
ELEV= 519.71
ci
STA = 304 +73.79
ELEV= 520.19
STA = 304 +93.39
\
I I
ELEV= 515.54
STA = 305 +03.72
ELEV = 518.44
'
1
STA 305 +15.21
ELEV= 518.44
c
a
I
STA = 305 +27.84
ELEV= 519.2
1
STA = 305 +61.31
_
ELEV - 518.25
STA = 305 +69.26
/
ELEV=
517.13
STA = 305 +76.73
ELEV = 517.13
,)
STA = 305 +83.71
%
ELEV = 518.25
1�
i
/
STA = 306 +14.07
1
L -
ELEV= 517.47
STA =
306 +18.28
Holman Mill Mitigation Project
Alamance County, NC
UT2A
Stream Plan and Profile
` ELEV= 517.13
o �
<JA
a'OG��,
WILDLANDS
ENGINEERING
312 W. Millbrook Road, Ste 225
.f�
Raleigh, NC 27609
eLicense
No. F-0831
Firm -0831
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Zone 1- Streambank Planting Zone
Zone 2 - Buffer Planting Zone
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0' 150' 300' 450' Q
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Permanent Riparian Seeding FBI
Pure Live Seed (20 Ibs/ acre)
Approved Density
Species Name Common Name Stratum
Dale (Ibs /acre)
All Year ig dulum Panicgrass Herb 1.5
All Year Agrostis hyemalis Winter Bentgrass Herb 4.0
All Year Chasmanthium River Oats Herb 2.0
latifolium
All Year Rudbeckia hirta Blackeyed Susan Herb 1.0
Coreopsis Lanceleaf
All Year Co 1.0
lanceolata Corraopsis
Zones 1 and 2 carer
All Year Fox Sedge Herb 30
vulpinoidea
nicum
All Year Pa Deertongue Herb 3.5
clandestinum
Virginia Wild
All Year Elymus virgin,,. Rye Herb 2.0
All Year Asclepius syrica Common Herb 0.2
Milkweed
All Year Baptisia australis Blue False Indigo Herb 0.2
Caillardia
All Year Annual Gaillardia Herb 1.0 p
pulche[!a
All Year -in,- Pale Purple Herb 0.6
pupurea Coneflower
N Q U
U J
Permanent Seeding Outside Easement
Seeding Outside of Approved species Name stratum Common Density r`n
Date Name (Ibs /acre) a `- JJ
Conservation Easement
All Year Festuca Herb Tall Fescue 40
arundinacca E m
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l JJ
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Streambank Planting Zone
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Live Stakes
Species Common Name
Max Indiv.
Spacing Spacing Min. Size
Stratum
% of Stems
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u
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t
Salix nigra. Black Willow
8 ft. 2 -8 ft. 0.5 " -1.5" cal.
Shrub
15
II
ammomum Silky Dogwood
8 ft. 2 -8 ft. 0.5 " -1.5 "cal.
Shrub
35%
I
Salix sericea Silky Willow
8 ft. 2 -8 ft. 0.5 " -1.5" cal.
Shmb
35% I
I
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I I Physijololius o i
op us" Ninebark
nl
8 ft. 2 -8 ft. 0.5-4.5-cal.
Shrub
15%
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100
I
Herbaceous Plugs
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Muncus effusus
Common Rush
5 ft.
3 -5 ft.
1.0 "- 2.0" plug
Herb
40%
II
Carex alata
Broadwing Sedge
5 ft.
3 -5 ft.
1.0 "- 2.0" plug
Herb
40%
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n
Panicum
Switchgmss
5 ft.
3 -5 ft.
1.0 "- 2.0" plug
Herb
20
virgatum
U
I
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100%
4uncus effusus only to be used in channels within 100' of confluence with UT to
Pine Hill Branch.
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Buffer Planting Zone
Bare Root
I
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Species
Common Name Max Indiv.
Spacing Spacing
Min.
Caliper Stratum # of Stems
/ U
Size
(l
n
I Quercusphellos
Willow Oak 12 ft. 6 -12 ft.
0.25 " -1.0" Canopy 10%
�\
I
I o-"'us
ccidentalis
Sycamore 1211. 6 -12 ft.
0.25 " -1.0" Canopy 20%
\b1
Betuta nigra
River Birch 12 ft. 6 -1211.
0.25 " -1A^ Canopy 15%
U
1
I A- rubmur
Red Maple 12 ft. 6 -12 ft.
0.25 " -1.0" Canopy 10%
1
1 /
Liriodendron
tulinifera
Tulip Poplar 12 ft. 6 -12 ft.
0.25 " -1.0" Canopy 15%
a /
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Querew
Pin Oak 12 ft. 6
0.25 " Canopy 10%
cus palustris
-1211.
-1A^
c.
\
F-mus
pen ylvanica
Green Ash 12 ft. 6 -12 ft.
0.25 " -1.0" Canopy 20%
/
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100%
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Permanent Riparian Seeding FBI
Pure Live Seed (20 Ibs/ acre)
Approved Density
Species Name Common Name Stratum
Dale (Ibs /acre)
All Year ig dulum Panicgrass Herb 1.5
All Year Agrostis hyemalis Winter Bentgrass Herb 4.0
All Year Chasmanthium River Oats Herb 2.0
latifolium
All Year Rudbeckia hirta Blackeyed Susan Herb 1.0
Coreopsis Lanceleaf
All Year Co 1.0
lanceolata Corraopsis
Zones 1 and 2 carer
All Year Fox Sedge Herb 30
vulpinoidea
nicum
All Year Pa Deertongue Herb 3.5
clandestinum
Virginia Wild
All Year Elymus virgin,,. Rye Herb 2.0
All Year Asclepius syrica Common Herb 0.2
Milkweed
All Year Baptisia australis Blue False Indigo Herb 0.2
Caillardia
All Year Annual Gaillardia Herb 1.0 p
pulche[!a
All Year -in,- Pale Purple Herb 0.6
pupurea Coneflower
N Q U
U J
Permanent Seeding Outside Easement
Seeding Outside of Approved species Name stratum Common Density r`n
Date Name (Ibs /acre) a `- JJ
Conservation Easement
All Year Festuca Herb Tall Fescue 40
arundinacca E m

f
s
e
SEE PROFILE
LENGTH VARIES PER PLAN
FOR LENGTH OF RIFFLE
B'
An n,_RIFFLE
CLASS 1 STONE
m
HEAD OF RIFFLE ELEVATION
O K O
POINT PER PROFILE
r a U
0 0 0 0 0 0 0 0 0 o
ONSITE BOULDERS
LL3�
FF OW
a
MIN 05x1'x1.5'
TOE OF SLOPE (TYP)
TAIL OF RIFFLE ELEVATION
TOP OF BANK (TYP)
POINT PER PROFILE
SOP OF BANK (TYP)
Plan View
B
6" SALVAGED ONSITE
COBBLE /GRAVEL
BED MATERIAL
6" SALVAGED ONSITE
COBBLE /GRAVEL
BED MATERIAL
Lli( RIFFLE INVERT PER PROFILE
TOP OF BANK
(TYP)
Profile A -A' Section 13-13'
6.1
0 Native Material Co nstru cted Riffle
K
CR -NM
Nok to Scale
6" SALVAGED ONSITE
FLOW COBBLE /GRAVEL
BED MATERIAL
Profile View
A -A'
LOG STRUCTURE
EXPOSED UNTIL
TOP OF BANK CENTER OF CHANNEL
TOE OF SLOPE
Log Section B -B'
NOTES:
• STRUCTURES SHOULD VARY IN SIZE
AND TYPE WITHIN EACH RIFFLE.
• ROCK MAY BE SUBSTITUTED FOR
LOGS AT ENGINEER'S DISCRETION.
3�
BURY INTO BANK 5' MIN. (TYP) O
4
/BANKFULL
w
x a
Z i
m m
LL
O O \ g
O O
BURY INTO BANK V MIN. (TYP) -
9 I
ROCK VANES MAY
BE USED IN PLACE
OF LOGS AT
o ENGINEER'S DISCRETION
<0 0
Plan View �
3 jazz Riffle Structure
re
6.1 Not to Scale
r
. I
O
OWF
a
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m 2 y
wo¢
LL3U
i
A
1
FLOW
SEE PROFILE
~ FOR LENGTH OF RIFFLE ~
B
RIFFLE
ikv
MICRO POOL HABITAT
BEHIND LARGER
WOODY DEBRIS
Plan View
-%r
3" TO 6" DIAMETER WOODY DEBRIS
WORKED INTO RIFFLE SUBSTRATE MICRO POOL HABITAT ^ ry
BEHIND LARGER WOODY DEBRIS
f .
� u�z
Zw oz
Z o
A� ammo
Z z E
r "3 LL
6" SALVAGED ONSITE n
OZ COBBLE /GRAVEL
BED MATERIAL
Section A -A' 4
Y A ti �Oe p�
Gp
TOE OF SLOPE (TYP) 3" TO 6" BRUSHY MATERIAL
/I\ TOP OF BANK WORKED INTO ROCKY SUBSTRATE
TOP OF BANK (TYP)
i TOE OF SLOPE
I1
6" SALVAGED ONSITE / LOG EXPOSED 1 "TO 3" ABOVE
COBBLE /GRAVEL FINISHED RIFFLE ELEVATION
BED MATERIAL _
CR -WD b.l Not to Sca e
CLASS 1 STONE
OR SALVAGED
6" SALVAGED ONSITE ONSITE BOULDERS
COBBLE/GRAVEL MIN 0.5'x1'x1.5'
BED MATERIAL
3" MAX
Section A -A'
6" SALVAGED ONSITE
COBBLE /GRAVEL
BED MATERIAL
CLASS 1 STONE
OR SALVAGED RIFFLE INVERT PER PROFILE
ONSITE BOULDERS
MIN 0.5'x1'x1.5' TOP OF BANK (TYP)
3 MAX
Chunky Riffle
b.l Not to Scale
f�
46
8 �
E ; x
LENGTH VARIES PER PLAN
CLASS 1 STONE
OR SALVAGED
ONSITE BOULDERS
MIN 05x1'x1.5'
B
TOP OF BANK (TYP)
TOE OF SLOPE (TYP) Y
HEAD OF RIFFLwx,
TIL OF RIFFLE
_ ELEVATION POINT
ELEVATION POINT
PER PROFILE
PER PROFILE O
IAA
Al P/O i- �9 -5 ®R4 Q
�D
— B'
Plan View
CLASS 1 STONE
OR SALVAGED
6" SALVAGED ONSITE ONSITE BOULDERS
COBBLE/GRAVEL MIN 0.5'x1'x1.5'
BED MATERIAL
3" MAX
Section A -A'
6" SALVAGED ONSITE
COBBLE /GRAVEL
BED MATERIAL
CLASS 1 STONE
OR SALVAGED RIFFLE INVERT PER PROFILE
ONSITE BOULDERS
MIN 0.5'x1'x1.5' TOP OF BANK (TYP)
3 MAX
Chunky Riffle
b.l Not to Scale
f�
46
8 �
E ; x

f
s
e
a a
r Z
z W 3
2 0
m N LL
O O. y
O W
\
F
^ B
Plan View
6" SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
HEADER LOG
STREAMBED
NONWOVEN o� FOOTERLOG
FILTER FABRIC
o �
I
INVERT ELEVATION
SILL
PER
ADD ROOT WAD, BRUSH TOE, 12" - 15" DIAMETER LOG
POOL LENGTH PER PROFILE
\P\R /OFILE
1
/x� /�
FLOW
I/
DIRECTED BY ENGINNER �J�
POOL DEPTH PER PROFILE
f
NONWOVEN FILTER FABRIC OR C125BN
2.
MATTING AS DIRECTED BY ENGINEER
TOE OF
_
f SLOPE
-
RABILIZE VANE
BRUSH SHOULD BE ALIGNED SO STEMS ARE ROUGHLY PARALLEL AND IS
�
VITH ONE BOULDER
4.
INSTALL FILTER FABRIC OVER BRUSHAVOODY DEBRIS.
)N EACH SIDE
INSTALL EARTH BACKFILL OVER BRUSHNVOODY LAYER ACCORDING TO
EXCAVATE POOL
6.
SEED, MULCH AND INSTALL EROSION CONTROL MATTING AND BANK
PER PROFILE
STABILIZATION PER PLANS.
Vane
QLog
6.2 Not to Scale
PLACE HEADER BOULDERS
WITH 1 TO 2' CLEAR SPACE
BETWEEN ROCKS TOP OF BANK (TYP)
TOE OF SLOPE fTYP1
_ EXCAVATE POOL
FLOW / �/ PER PROFILE
Y SCOUR /1
POOLI /
VgNF
tFNO�'1)
INVERT ELEVATION
PER PROFILE
PLACE HEADER BOULDER Plan View
TO PREVENT LOG FROM SHIFTING.
EXTEND FILTER FABRIC
' 5' MIN. UPSTREAM
Section A -A'
TOP nF RANK
HEADERLOG
FOOTERLOG
Profile B - B'
MON
6" SALVAGED ONSITE —
COBBLE /GRAVEL
BED MATERIAL
HEADER LOG
Y� \ TOP OF BANK �
FL�W
FOOTER LOG
6" SALVAGED ONSITE
COBBLE /GRAVEL
BED MATERIAL
Trib 1 Trib 2
H x x NONWOVEN
FILTER FABRIC
X x x
Y x x = _
OLog J -Hook Section A -A'
b.2 Not to Scale
OFFSET HEADER LOG
0.25' TO 0.5' UPSTREAM
OF FOOTER LOG
HEADER LOG
FOOTER LOG
FILTER FABRIC
EXTENDS 5' MIN.
100 - 15" ANGLE
SILL ELEVATION
PER PROFILE (TYP)
FLOW
BACKFILL
A�
I
ELEV. 6" ABOVE -
DOWNSTREAM
RIFFLE INVERT
ELEV, 6" BELOW
POOL DEPTH
FLOW
SILL
ELEVATION PER PROFILE
ADD ROOT WAD, BRUSH TOE, 12" - 15" DIAMETER LOG
POOL LENGTH PER PROFILE
OR TRANSPLANTS TO LARGER BACKFILL
STREAMS (DEVIL'S RACETRACK STREAMBED
/x� /�
& NORTH BRANCH) AS
DIRECTED BY ENGINNER �J�
POOL DEPTH PER PROFILE
f
NONWOVEN FILTER FABRIC OR C125BN
2.
MATTING AS DIRECTED BY ENGINEER
_
EXTEND FILTER FABRIC
-
S MIN. UPSTREAM
'OE OF SLOPE (TYP)
TOP OF 61N �TYP)
Plan View
OF 9PN�
SOP
Profile View
CHANNEL
BOTTOM WIDTH
i
0.2'
EMBED LOG SILL ELEVATION 12" - 15" DIAMETER LOG
4' (MIN.) PER PROFILE (TYP)
Section A - A'
0
Angled Log Drop Structure
re
6.2 Not to Scale
—A
F�/ .tyPl
SVOQE
AC�OF ��,1yPl -A'
OF 0�
ZCV
Plan View
WIDTH PER TYPICAL SECTIONS
NATIVE SOIL
Section A -A'
EROSION CONTROL MATTING
DENSELY PACKED WOODY DEBRIS
BRUSH MATERIAL TO BE INSTALLED
FLUSH WITH BANK
EROSION CONTROL MATTING
TOP OF BANK (BANKFULL)
:LY PACKED BRUSH, WOODY DEBRIS AND SOIL
/x� /�
OF OF SLOPE
NOTES:
1.
OVEREXCAVATE T OUTSIDE OF TOP OF BANK (BANKFULL).
2.
INSTALL A DENSE LAYER OF BRUSHAVOODY 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 FILTER FABRIC OVER BRUSHAVOODY DEBRIS.
5.
INSTALL EARTH BACKFILL OVER BRUSHNVOODY LAYER ACCORDING TO
TYPICAL SECTION DIMENSIONS.
6.
SEED, MULCH AND INSTALL EROSION CONTROL MATTING AND BANK
STABILIZATION PER PLANS.
0 ]Brunsh T ®e
b.2 Not to Scale
-%r
_'6 Is R
�
mC;
az
Z oz
.. Z
aC -v_
r-I W 3 LL
I
GO
b �
Tg,
'
8 ra 11
E ; x

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Plan View
r?
COVERLOG
FOOTER LOG
BURIED 6" BELOW
MAX POOL DEPTH
Section A -A'
TRANSPLANT/
BRUSH TOE
Cover ]Log
6.3 Not to Scale -
a a
Y
z 0
Q O
m � �
LL
O LL A N
a w
O O
F
B
A'
SILL ELEVATION
PER PROFILE
Plan View
12" NOMINAL THICKNESS
/ OF ON -SITE ALLUVIUM
YON -SITE BOULDERS
V 12 -24"
FILTER FABRIC
EXTEND FILTER
FABRIC S MIN.
UPSTREAM
TOP OF BANK SILL ELEVATION PER PROFILE
EMBED 6'
INTO
BANK(TYP)
Section B -B'
6.3 O Boulder Sill
Not to Scale
-%r
a AO A N N E L �Um
O �iro o ° z
O aZ S C n
oz�m
FLOW
V�V A �A % \A A'
ABANDONED j�VAj�
CHANNEL
Plan View
4
LO
COMPACTED SELECT
EROSION CONTROL MAT / MATERIAL - CHANNEL BACKFILL
SIDE SLOPE PER
TYPICAL SECTION
BOULDER TOE
PROTECTION
Section A -A'
6.3 0 Channel Flung
iNof to ;Scale
Op
1/3
Bottom
w Width of
z� O"" Channel BACKFILL (ON -SITE ALLUVIUM) 1'
o / OI (Z) LEAVE 1' -2' GAP 1 CHANNEL BED
O LL B BETWEEN BOULDERS TYPE 2 TOE OF SLOPE
a w
O O FILTER FABRIC
eti A
2
it A'
5'MIN.
OUR POOL TO BE Section A -A'
\ — � EXCAVATED PER DIRECTION
OF THE ENGINEER.
B. 1 �/
Platt
1
°Jw
Y K
fan
�m
Boulder J -Hook with Sill
6.3 Not to Scale
ELEVATION POINT PER PROFILE.
TOP OF BANK
SLOPE lB1
Profile B -B'
NOTE:
1. BOULDERS TO BE MINIMUM 2x2xl.
2. DIMENSION TO BE DETERMINED ON
SITE AS DIRECTED BY THE ENGINEER.
s�
Y1
b �
2
E
Tg,

VP
Doom. RD..
IN, OF ARESS
80D AND --BE
NEW
FLUMNALSEENI
, EVERWASE THANSPLAUST SOD MAPS BIBLE! A WIDE PERMIT AND
R PLACE TRANSPLANT ON THE BANK TO BE CROULDER
, ANY CAME SOIL LEFT IN THE STREAM HUSBAND AN REMOVED.
* PLACE MULTIPLE TRANSPLANTS CLOSE FRAMER SUCH THAT
THEYEDUCH
FORMATS
THEME.
SETS
STAINED TO BE STARTED w m� AD SNOww
EN NEARLY AND DIRECTED BY THE
I -s SAMONS FM NNCIA F W
e- T III FOR LNE 6G MD.
DIBBLE
PLn V ew
CHOVEL, AN. I.E. THE
SETS
STAINED TO BE STARTED w m� AD SNOww
EN NEARLY AND DIRECTED BY THE
Transplanted Sod Mats
N ra
,::Vanted
Staking & Imms Plugs
❑ ❑ ❑ Nmie9nle
SMARRULL puwD WITHA OSTALL —
wRIE3
WEE
STAOEIITHATRIANf
.:4..,.. .., _ .... '. G� N.ASHAL L EE
Ix INCHES INCHES
WOx. L FSp:
y S THENTIENT
R O AND I INCH THICK AT EANTEK q/VNUND AREA SLAOL BE CHOSE.
cH FILL RIPEI O lL,CT AA
ALL RESNA REFINERIES
HANDLED ERROR N mIHSURE SURVIOT
UTAIgry
SPACWG PEW ALL ROOTS SNN.L BE PRUNED
ppNTINGMN M MAPPCRNTELENGLXTO
Section View pREVENiNG
J WORD NO
1q] I ril
EROSION CONEUPOL
DIBBLE
SHOVEL, SIMIGHIWWN
CHOVEL, AN. I.E. THE
INCHES
SHOVELOOWNLIOME
M CLOSE ME 60ROM OF
SHOVEL AND OSE AND FILM
MOTIF SOILTOTNE
,OW SPACING
11"'OH-INANK
MICAPEPOITHE
UP ME OPENING WITH YOUR
EPE
TOCCF. HE
SLPIE.
MUSH FORTWARD TO CLOSE
O
BIAOEANOPVLL.ACNON
FEN
SLICE HALAFWAY INTO THE
Transplanted Sod Mats
N ra
,::Vanted
Staking & Imms Plugs
❑ ❑ ❑ Nmie9nle
SMARRULL puwD WITHA OSTALL —
wRIE3
WEE
STAOEIITHATRIANf
.:4..,.. .., _ .... '. G� N.ASHAL L EE
Ix INCHES INCHES
WOx. L FSp:
y S THENTIENT
R O AND I INCH THICK AT EANTEK q/VNUND AREA SLAOL BE CHOSE.
cH FILL RIPEI O lL,CT AA
ALL RESNA REFINERIES
HANDLED ERROR N mIHSURE SURVIOT
UTAIgry
SPACWG PEW ALL ROOTS SNN.L BE PRUNED
ppNTINGMN M MAPPCRNTELENGLXTO
Section View pREVENiNG
J WORD NO
1q] I ril
®Bare Root Planting
Amms�
�m
OW1Ei0ER A
og
uesMten:Nn
z:x�w4
tP: @m
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4�
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"
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v
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1iGI
W
S
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UE
33
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DIBBLE
SHOVEL, SIMIGHIWWN
CHOVEL, AN. I.E. THE
INCHES
SHOVELOOWNLIOME
M CLOSE ME 60ROM OF
SHOVEL AND OSE AND FILM
MOTIF SOILTOTNE
SAFFELITS POSTS FEAR INTO
IN FRONT OF THE
MICAPEPOITHE
UP ME OPENING WITH YOUR
COULD IT OFTIE
SLPIE.
MUSH FORTWARD TO CLOSE
O
BIAOEANOPVLL.ACNON
THESEEOLINGS4CNUPTO
SLICE HALAFWAY INTO THE
TIE TOP, ELININATINOPIR
.MUSING ME GEECLINUG
TH E HANDLE TO OPEN
VRD THE
ME PLANNING HOLE LED
DEEM (ME Row c.wR
REST.
NET A THE WHI
I INCHES
CLOSE ON E TRE OF E
M 9
ESOLLSUREAGEI.
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