20190863 Ver 1_As-Built_2022_20220622

Mitigation Project Information Upload
ID#* 20190863
Version* 1
Select Reviewer: *
Erin Davis
Initial Review Completed Date 06/22/2022
Mitigation Project Submittal - 6/22/2022
..................................................................................................................................................................................................................................................................
Is this a Prospectus, Technical Proposal or a New Site? * 0 Yes O No
Type of Mitigation Project:*
Stream Wetlands Buffer Nutrient Offset
(Select all that apply)
Project Contact Information
Contact Name: *
Matthew Reid
Project Information
ID#:*
20190863
Existing ID#
Project Type:
Project Name:
County:
• DMS Mitigation Bank
Oak Hill Dairy Mitigation Site
Gaston
Document Information
Mitigation Document Type: *
Mitigation As -Built Plans
File Upload:
Signature
............................................
Print Name: *
Signature:*
Email Address: *
[e-mail]
Version:* 1
Existing Version
Oak Hill Dairy_100120_AB_2022.pdf 13.5MB
Please upload only one PDF of the complete file that needs to be submitted...
Matthew Reid

Oak Hill Dairy Mitigation Site Record Drawing
Gaston County, North Carolina
for
NCDEQ
Division of Mitigation Services
Vicinity Map
Not to Scale
STREAM ORIGINS
NAME
NORTHING
EASTING
OAK HILL CREEK
609299
1299430
UT1
610055
1297694
UT1A
610499
1297711
UT1B
609941
1297705
UT2
610266
1299747
UT3
610616
1299891
PRELIMINARY PLANS
ISSUED May 12, 2022
Sheet Index
Title Sheet
Project Overview
General Notes and Symbols
Stream Plan and Profile
Oak Hill Creek
UT1
UT1A
UT1B
UT2
UT3
Wetland Grading
Planting Sheets
Fencing and Gate Plan
Project Directory
0.1
0.2
0.3
2.1-2.4
3.1-3.5
4.1
Engineering:
Wildlands Engineering, Inc
License No. F-0831
167-B Haywood Rd
Asheville, NC 28806
Jake Mclean, PE, CFM
828-774-5547
Surveying:
Kee Mapping and Surveying, PA
88 Central Avenue
Asheville, NC 28801
Phillip B. Kee, PLS
828-645-8275
Owner:
NCDEQ-NC DMS
1652 Mail Service Center
Raleigh, NC 27699
Mathew Reid
828-231-7912
NCDEQ Contract No. 7867
DMS ID No. 100120
NC DWR#20190863
Catawba River Basin 03050102
cn
a)
•
H
C)
z

7
\
STA: 200+05
UT1
BEGIN REACH 1 - RESTORATION
r—
/
/
STA: 0+00
UT1B
BEGIN ENHANCEMENT
E�11
/
SC. a�
pe. ai
/
STA: 300+13
UT1A
BEGIN RESTORATION
\I
\
\\\ pl
zzo
•
EXISTING DAIRY
WASTE LAGOON
EXISTING
STRUCTURES
(TYP)
STA: 202+23
UT1
END REACH 1 - RESTORATION
BEGIN REACH 2 - RESTORATION
STA:304+91
UT1A
CONFLUENCE
SHEET 1.8
STA: 3+10
UT1B
END ENHANCEMENT 11
EROoN RUST; EP -1 9RPCI S\X)
OP�`)`E PW26-9-pG, 8o3 C-c
\pORS�ON OF OB.h9
-T /
/\
ERON RUSS EEP ER SR
GP �ERON69� T-3Cj ONE)
GP p\ P.G 803 QPG �603 j
08Og.oF SRPGj �GH )
f°\CI p8
HEFT 1.9
STA:123+96
OAK HILL CREEK
ROBERT ROAD- o.. ENDWORK
_
oc� —aw — oar— —aw co —N cil
30 �..3Ei+�3i� �r - o —
2 oI STA:123+73 r�� 11
OAK HILL CREEK
END REACH 4 - RESTORATION
STA: 119+00
OAK HILL CREEK
END REACH 3 - RESTORATION
BEGIN REACH 4 - RESTORATION
STA: 302+85
UT3
CONFLUENCE
STA: 110+23
OAK HILL CREEK
END REACH 2 - RESTORATION
BEGIN REACH 3 - RESTORATION
STA: 221+11
UT1
END WORK REACH 2 - RESTORATION
mG
°m
°m
STA: 105+53
OAK HILL CREEK
END REACH 1- ENHANCEMENT /
BEGIN REACH 2 - RESTORATION
°m
STA: 100+10
OAK HILL CREEK
BEGIN REACH 1 - ENHANCEMENT I
Ci
Ci
STA: 300+31
UT3
NO CREDIT
STA: 2+66
U T2
NO CREDIT
0' 100' 200'
300'
(HORIZONTAL)
Project Overview
z
Oak Hill Creek

Asbuilt Features Asbuilt Structures
Pre -Construction Features Design Features
R/W
OHE OHE
OUE OUE
X X X
OW OW
SS SS
SSE SSE SSE
Pre -Construction Property Line
Pre -Construction NCDOT Right -of -Way
Pre -Construction Top of Bank
Pre -Construction Overhead Utility Line
Pre -Construction Overhead Utility Easement
Pre -Construction Fence
Pre -Construction Overhead Utility
Pre -Construction Sanitary Sewer
Pre -Construction Sanitary Sewer Right of Way
Pre -Construction Tree Line
NNNNNNNNNNNNNNN1 Pre -Construction Storm Pipe
AIL AIL AIL AIL At
10000000
1 n n n n n n n
Pre -Construction Wetland
Pre -Construction Road
Pre -Construction Rip Rap
Pre -Construction Building
Pre -Construction Utility Pole
PROJECT NOTES:
Topographic survey was completed by Kee Mapping and Surveying, PA in July 2019.
Parcel boundary survey completed by Kee Mapping and Surveying, PA in October 2019.
Conservation easement survey completed by Kee Mapping and Surveying, PA in October 2020.
Topographic data supplemented with Lidar data from Feb - April 2017.
Riffle selection varied based on available materials at the Engineers' discretion. Field
coordination will be required.
Project Notes:
1. DEVIATIONS FROM THE DESIGN WILL BE SHOWN IN RED.
10+00
MEM MEM
— Design Alignment
— Design Bankfull
— Design Major Contour (5' Interval)
Design Minor Contour
Design Permanent Culvert
Design Woven Wire Fence
Design Barbed Wire Fence
Design 8' Double Gate
Design 12' Single Gate
Design Structures
0,41m,Air4404�Y-;!1
11111
]1111111111
G
' V V V
a62
Q,
Design Various Constructed Riffles
Design Cascading Riffle/Rock Cascade
Design Brush Toe
Design Vegetated Soil Lift
Design Bank Roughening
Design Floodplain Roughening
Design BMP
Design Log Sill
Design Cover Log
Design LogJ-hook
Design Log Vane
Design Rock Sill
Design Boulder) -hook with Sill
Asbuilt Alignment
— Asbuilt Bankfull
CE CE Recorded CE
CE IX CE IX Recorded Internal Crossing
LOD Asbuilt LOD
(100) Asbuilt Major Contour (5' Interval)
Asbuilt Minor Contour
Asbuilt Permanent Culvert
X
X X Asbuilt Fence
-n
Asbuilt 8' Double Gate
Asbuilt 12' Single Gate
Asbuilt Permanent Ford Crossing
Asbuilt Stream Crossing - Culvert
IJIy,IJ1y,Ial
Va.0.
]I 1I1I1I1I1
] 1 1 1 1 1
V V V V
77 77 77
a a4
+ +
+ + +
0
0
0
QO
Q
NCO
PP#
VP#n
GWG #+
co #�
xs #
> —0
Asbuilt Various Constructed Riffles
Asbuilt Cascading Riffle/Rock Cascade
Asbuilt Brush Toe
Asbuilt Vegetated Soil Lift
Asbuilt BMP
Asbuilt Gravel Farm Road
Asbuilt Soil Farm Road
Asbuilt Bank Roughening
Asbuilt Boulder Toe
Asbuilt Riprap
Asbuilt Bridge Crossing
Asbuilt Log Sill
Asbuilt Cover Log
Asbuilt Log 1-hook
Asbuilt Rock Sill
Asbuilt Rock 1-hook with Sill
Asbuilt Log 1-Hook with Sill
Photo Point
Permanent Vegetation Plot
Ba rotrol I
Ground Water Gage
Crest Gage
Monitoring Cross Section
General Notes and Symbols
>
z

DESIGN
GRADE
N
NZ—
__
N./�
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i
\
%
\
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/- 7
N.
��
\
/
\
\�
/�
i
z
ASBUILT
GRADE
STA: 100+10
OAK HILL CREEK
BEGIN REACH 1- ENHANCEMENT I
00
byys
CE
co
0
V7
b!J
•
Ct
Q
CJ
te�a)
I--1
•
•
•
rzt
•
•
121
•
Ct
O
GE
STA: 100+31
INCREASED BANK GRADING
TO STABILIZE BEGINNING
OF STREAM ENHANCEMENT
CE
HH
CE
QO�
VHHS
GE
PP15
CE
VI -US — vHHS
CE
GE
STA: 102+17
BANK ROUGH ADDED
TO INCREASE
FLOODPLAIN ROUGHNESS
STA: 102+21
LOG SILL ADDED IN
PLACE OF ROCK SILL
DUE TO EXCESS LOGS
a.1
VHS
GE
001
OAK HILL CREEK
VHHS �— VHS boys
CE
CE
GE
CE
CE
STA: 102+98
-LOG SILL ADDED FOR
EXTRA GRADE CONTROL
CE
CE
/yJ
/
vHHS
S _ VHH£
STA: 104+58
LOG VANE REPLACED_
BY LOG 1-HOOK FOR
ADDITIONAL GRADE CONTROL
CE
cE
cE
CE
Sheet Index
1.5
cn
1j8119u10l
12 1.4�(44
31.14
1.13
1.2
1.1
1.6
1.5
i

/
805
800
790
0'
2'
4'
ti
6'
805
0'
(VERTICAL)
20'
40'
60'
(HORIZONTAL)
2
DESIGN
GRADE
800
�
\
/
k
,
-
,
_____
,
\
/
, ,
,,,
790
, _
_ _.
,
ASBUILT
GRADE
104+00
yl
104+50
CE/X
k.00
CE,x
X X O t \ CE
i
1-/i
105+00
00
vcio
GWG5
4
i
SSE /`
`SS\SSA
!\ SSE ��_-
SS SSE
�� \SS\ \SSE
X�'30 SS
z- l \X,30 \ S.
Q/i�pP16 \X/3
105+50
STA: 105+53
OAK HILL CREEK_
END REACH 1- ENHANCEMENT I
BEGIN REACH 2 - RESTORATION
a
VHS
daps
dHjs
STA: 104+58
LOG VANE REPLACED
BY LOG 1-HOOK FOR
ADDITIONAL GRADE CONTROL
SS
\ SS
'30
106+00
pp18
STA: 105+53
INTERNAL EASEMENT CROSSING
-
`cE jR
STA:105+39
RIFFLE EXTENDED ACROSS cF
FORD CROSSING FOR
-
'ADDITIOONNALSTABILITY
_ Poi
ss �boi;
\yy
STA: 104+99
INTERNAL EASEMENT CROSSING \
STA: 104+91
LOG VANE NOT BUILT
TO AVOID DISTURBANCE
TO STABLE BANK AND TOE
SF
sF o
\ \ Ooi
SrF TS
\ssF \ \
106+50
107+00
107+00
STA: 107+30
LOG SILL NOT BUILT
-DUE TO SUFFICIENT
GRADE CONTROL
PROVIDED BY RIFFLE
aa,
007
VHdS
107+50
�. NitAS
/IV
imsmiam, Ix*
111111 `L
momevenom\\
'mammy *oat
MMM
®ENV
108+00
108+50
5 I�
i.12 1.4 ���1.5
1.7 hal
11,c.1.8�� 19�!/I1711 '.3114IFOOP"° UTl
1.13
1.2
1.1
1.6
V)
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ct
I--1
O
CJ
a)
a)
I--1
•
•
0
•
rzt
•
•
I--1
•
ct
O
N
1�

E
11
11
1
1
CE CE
CE
STA: 110+23
OAK HILL CREEK
END REACH 2 - RESTORATION
BEGIN REACH 3 - RESTORATION
STA: 221+11
UT1
END REACH 2 - RESTORATION
STA: 110+23
BRUSH TOE ADDED
TO PROTECT BANK
AT CONFLUENCE
STA: 110+69
_LOG 1-HOOK ADDED
IN PLACE OF ROCK SILL
FOR EXTRA STABILITY
STA: 112+63
GEOLIFT NOT BUILT
DUE TO SUFFICIENT
BANK STABILITY
GWG8
LOD
Q
STA: 112+66
GEOLIFT NOT BUILT
DUE TO SUFFICIENT
/BAN K STABILITY
igigmerw, ma
mignatUltamtum
vim (4.\moin
X v
v
Sheet Index
1.5
o
����
1.12 1.4 'l,�
1.8 1.11
B��, 1.9 1.10 , 1.14
tiN^►I�� 1.3
UT]
1.13
1.1
cn
Qz
1.6
1.5

wI
STA: 112+66
GEOLIFT NOT BUILT
DUE TO SUFFICIENT
BANK STABILITY
D34
STA: 116+56
LOG SILL ADDED IN
PLACE OF LOG 1-HOOK
BEND SUFFICIENTLY
PROTECTED BY BRUSH TOE'
STA: 115+24
OAK HILL CREEK
STA: 4+47
UT2 CONFLUENCEA323
STA: 115+29
LOG 1-HOOK ADDED
IN PLACE OF ROCK SILL
FOR ADDED POOL STABILITY
V7
•
CJ
a)
•
•
•
•
•
•
O
GWG9
IIf
Sheet Index
1.12 O 1.4
a I �,
1.7 ` 9 1.8 1.1 1
N
1.9 1.10 `!/I' .3�1.14
1 UT1
1.13

STA: 119+00
\-oo OAK HILL CREEK
*�oo _; RESTORATION
BEGIN
REACH 4-RESTORATION
/ Voo CONFLUENCE
STA:117+84
LOG 1-HOOK ADDED
IN PLACE OF LOG SILL
FOR ADDED STABILITY
STA: 120+34
LOG SILL ADDED IN
PLACE OF ROCK SILL
DUE TO PREFERENCE FOR
USE OF ONSITE MATERIAL
STA: 118+18
BANK ROUGHENING
EXTENDED TO IMPROVE
CONFLUENCE STABILITY
STA: 120+86
-BANK ROUGHENING
ADDED FOR STABILITY
STA: 122+57
STABILIZED OUTLET
CHANNEL. ADDED
FOR ROADSIDE CULVERT>0

800
795
790
785
780
POOL FILLED WITH SEDIMENT
AS VEGETATION STABILIZES FLOODPLAIN
POOL SHOULD CLEAR
ASBUILT
GRADE
s
y
_ \
DESIGN
GRADE
\
STA:
123+73
END OAK J
HILL CREEK
121+80
122+00
122+50
123+00
123+50
800
795
790
785
780
124+00
EXISTING BOX CULVERT
13' X 8'
INVERT ELEVATION IN:786.09'
0' 2' 4' 6'
(VERTICAL)
0' 20' 40' 60'
(HORIZONTAL)
of
00
STA: 122+71
LOG 1-HOOK NOT BUILT DUE
TO EXTENSION OF GEOLIFT
i
i v
' —
dH0s c\_
a \
123+ppre#1011 le
..44111/41t-40041,110-' .7.X.--0'411::::::111ta
STA: 122+57 c _ -_ STA: 123+73
STABILIZED OUTLET "-0o-� OAK HILL CREEK
j0� moo' END REACH 4 - RESTORATION
CHANNEL. ADDED �O
FOR ROADSIDE CULVERT �� / \
PP2% ,cps �f �7�� STA:123+96
OAK HILL CREEK
END WORK
Sheet Index
1.6
1.5
1.12 1.44��lw 1.5
Y �,,
-•11
1.7 `�' 1.8 1.11
1;im 1.9 1.10 J�� ' .3 1.14
UT1
1.13 - iil
1.2
1.1
Oak Hill Creek
Stream Plan and Profiles
T
z

EXISTING ELLIPTICAL PIPE
10.3' X 6.8'
INVERT ELEVATION OUT: 809.05'
/
ASBUILT
GRADE
F
WITH INCREASED
SHALLOWER
LLED
POOL
WITH SEDIMENT
FLOODPLAIN
MAY NORMALIZE
THAN
DESIGN
AT
POOL
RELIEF
LEVEL
\__,
\
li
\
/
\-----/
\
/
\
/
_
DESIGN
GRADE
- STA: 200+05
UT1 ��� BANK AND ADEQUATE GRADE
BEGIN REACH 1 - 11;5•7C ATION CONTROL FROM RIFFLE
STA: 202+23
UT1
END REACH 1 - RESTORATION
BEGIN REACH 2 - RESTORATION
-TO TREE SAVES ON RIGHT CONFLUENCE
STA:304+91
200+88 UT1A
LOG SILL NOT BUILT DUE
STA: 200+21
RIPRAP ADDED TO
STABILIZE BANK
� 7 VP2
0
STA: 200+37 9 0
ROCK SILL NOT INSTALLED p0-\
DUE TO ADEQUATE STABILITY
p01
001
STA: 201+63
BANK ROUGHENING ADDED
TO ROUGHEN FLOODPLAIN
pp5 /
6/
STA:202+26
LOG 1-HOOK BUILT IN
PLACE OF ROCK SILL ,(
TO INCREASE
CONFLUENCE STABILITY
UT1B
O
cc
cE
cE
01
BMP 1
D-
VP3
CE CI
x�x_
1.12
�-3
1.8
T1' UT1
Sheet Index
1.2
1.1
1
14
1.6
1.15
a)

�- RIPRAP ADDED
FOR STABILITY
0I
N BMP1
0 X X X X \ ]X� J X30 30
(VT
LOD
30
Q-_ `_
117.1ali
vier wV ter
�Vv w o IF
D L
i0
L)
� y + " 30 --Yr
+— 3J =._yL" X]y �' 3J �• �J ��OU __-�030 �� LOD LOD
•/ p - -iii't04- N O�
STA: 206+80
q If BANK ROUGHENING INSTALLED FOR
uV T. L ADDITIONAL BANK STABILITY
CC ------ --STA:205+04
BANK ROUGHENING INSTALLED FOR
ADDITIONAL BANK STABILITY
p0�
001 ---p01
00"1 — 001
CE eE eE eE —X
X
PP8
STA: 205+93
BANK ROUGHENING INSTALLED FOR
ADDITIONAL BANK STABILITY
p01
001 — 001
001
001-
-STA:207+42
LOG SILL NOT INSTALLED
DUE TO ADEQUATE
GRADE CONTROL
001
LL D LOD
U
STA: 208+49
LOG SILL BUILT IN PLACE 1,
OF ROCK SILL DUE TO
PREFERENCE FOR USE
OF ONSITE MATERIAL
00-1
01 001
001 —
CF A CF CFX (''� �'GF ----77 CE CF CF C --+cam E �Q CE CE —
Sheet Index

02' 4'
6'
X \ Shared \ Projects \ 005-02182 Oak Phil Daffy \ M onttormg \ Basehne M onttormg - 2022 \ Plans \ AB-02182-Profiles-Tnks dwg
810
805
800
795
—
ASBUILT GRADE
DE
SIGN G
RADE
208+50
209+00
209+50
210+00
210+50
211+00
211+50
212+00
212+50
810
805
800
795
213+00
0'
20'
(VERTICAL)
40'
60'
(HORIZONTAL)
3x lb—c)kx30
.....
—11
' 007
X- 30 X 30 >4t3
LOD
LOD v.OD
STA: 208+49
LOG SILL BUILT IN PLACE 1,
OF ROCK SILL DUE TO
PREFERENCE FOR USE
OF ONSITE MATERIAL
001
nol
GUI
LOD
• LOD
--------
STA' 209+43
VEGETATED SOIL LIFT
NOT BUILT DUE TO
ADEQUATE BANK STABILITY
CE CF CE —7 CE 77— CE
001 — 001
CE CE CE
X X X X CE X X
007
06\
CE
CE
X X
40D
STA: 212+51
ROCK SILL NOT INSTALLED DUE'
TO ADEQUATE GRADE CONTROL
STA: 210+63
LOG SILL BUILT AS TAIL
OF RIFFLE IN LOG STEP
RIFFLE SEQUENCE
- 0(37
(9"
°' ----
CE
X
CE
X
X
CE
X
CE
X
CE
X
CE
X
CE
cE
Ic
Irn
n#-Q2D1c,4=kiLa
115-
CE
A
Iz
CE
I
2
\IP5
D3A
G21
Sheet Index
cl)
bz)
rt
-ci
X
o
u
a)
a)
cf▪ ) 0
.0
rt
* RI cn
0
z
Project Engmeer
X

>
�CE
col
VP6
VEG
STA: 214+38
ROCK SILL NOT INSTALLED
DUE TO ADEQUATE STABILITY
r,F
col
°E
CE
OOl
°E
001
CE
BRIDGE REPLACED
CULVERT CROSSING
STA: 217+18
INTERNAL
EASEMENT
CROSSING
1.12
Sheet Index
c�-
1.8
T1' UT1
.3
1.2
1.1
1.15
14
1;
STA:217+03
BRIDGE REPLACED I
=CULVERT CROSSING FOR
LAND OWNER ACCESS 4
STA: 216+88
INTERNAL EASEMENT CROSSING
oO>
'
G WG3 00>
CE

O
LC)I
STA::216 88 3J
INTERNAL EASEMENT CROSSING '1 LLI
STA:217+03
BRIDGE REPLACED
ULVERT CROSSING FORj,.
LAND OWNER ACCESS
41(
STA: 219+02
LOG SILL INSTALLED INSTEAD
OF ROCK SILL AS CONTINUATION
OF LOG DROP RIFFLE
STA: 217+18
INTERNAL EASEMENT
CROSSING 93A
STA: 219+99
LOG SILL NOT INSTALLED
DUE TO ADEQUATE GRADE CONTROL
STA: 220+78
ROCK SILL NOT INSTALLED
DUE TO ADEQUATE STABILITY
STA: 221+11
UT1
END REACH 2 - RESTORATION
STA: 110+23
CONFLUENCE WITH OAK HILL CREEK

STA: 301+00
STA: 3 2+20
PROFILE ADJUSTED TO ACCOMMODATE STRUCTURE
DESIGN CHANGES FOR STREAM STABILITY
ASBUILT GRADE
DESIGN GRA
810 802
0' 2'
0' 20'
304+90
IN
STA: 302+60
PROFILE
DESIGN
ADJUSTED
CHANGES
TO
ACCOMMODATE
FOR
STREAM
STABILITY
STRUCTURE
STA:
ASBUILT
GRADE
1
---)
I_J
1
-.
1
---,
I`
`
I
I -
II
I -I
I I`
J__,
I
1
I
I-\`
1
—
)
DESIGN
GRADE
I
I_ -
I--�
-I
300+00 300+50 301+00 301+50 302+00 302+50 302+50
�oD
STA: 300+13
UT1A
BEGIN RESTORATION
Lob --------
STA: 300+63
LOG SILL BUILT IN PLACE OF
ROCK SILL FOR DIVERSITY
301+00 , PP
STA: 301+52
RIPRAP ADDED TO
STABILIZE BANK
STA:3000+96
_--------- "� LOG SILL INSTALLED INSTEAD
(OF A ROCK SILL FOR DIVERSITY
STA: 302+79
INSTALLED (1) LONG RIFFLE AND
(1) LOG SILL INSTEAD OF (2) RIFFLES AND
(2) LOG SILLS FOR STREAM STABILITY
VP1
STA: 301+45
LOG SILL INSTALLED INSTEAD
OF ROCK SILL FOR DIVERSITY._---_ -_-
STA:301+32
RIFFLE AND ROCK SILL NOT
BUILT FOR POOL EXPANSION
STA: 301+06
RIFFLE AND ROCK SILL NOT BUILT
FOR POOL EXPANSION
U>\ o yam— CE CE —
O
/
303+00
303+50
304+00
X ,f�3D �9tx 30X—
O D
STA: 303+54- i - - --_. / l--- ---------
-"INSTALLED (1) LONG RIFFLE AND (1) LOG SILL --_------ �:`_, STA:303+83 -
INSTEAD OF (2) RIFFLES, (1) LOG SILL,- __ sQ-' INSTALLED (1) LONG RIFFLE AND (1) ROCK SILL
AND (1) ROCK SILL FOR STREAM STABILITY INSTEAD OF (2) RIFFLES, (1) ROCK SILL,
still_ __=AND (1) LOG SILL FOR STREAM STABILITYY
U815 ----- STA:304+59 "
x 'L
,.
' �a�i,�0 s— /Sheet Index
i u�- i Cti , +y't�r_..=fir FORL-- -
� F R.O.CK SILL
1 -- ��' ..',`. ADDED DIVERSITY SITY
Oft
00l egg dfi. �4 3, +5{
304+50
ERTICAL)
RIZONTAL)
305+00
STA: 302+05
INSTALLED (1) LONG RIFFLE WITH (1) LOG SILL
INSTEAD OF (2) RIFFLES WITH (1) LOG SILL
AND (1) ROCK SILL FOR ADDED STREAM STABILITY
STA: 303+16
_INSTALLED (1) LONG RIFFLE AND (1) LOG SILL
INSTEAD OF (2) RIFFLES AND
(2) ROCK SILLS FOR ADDED STREAM STABILITY
STA: 304+19
CIE —RIFFLE AND ROCK SILL NOT BUILT
FOR POOL EXPANSION
STA: 304+91
UT1A
END RESTORATION
STA:202+23
UT1 j 0
CONFLUENCE

001
PP4
6
0
CE CE
X X x
a0,
CE
STA: 00+00
UT1B
BEGIN - ENHANCEMENT II
03f`
oo,
PP5
A1k00
— CE CE /+
x X
\\
\ Go^ 2+00
UT1B
001
v
y-- v v
Pp1.1 �V 7
STA: 3+10
UT1B
END ENHANCEMENT II
810
Vp,
0C
c.
x-
0' 20' 40' 60'
(HORIZONTAL)
Sheet Index
z

INVERT OUT:792 51'
POOLS
FILLED
WITH SEDIMENT.
AS VEGETATION BECOMES ESTABLISHED IN
FLOODPLAIN, POOLS SHOULD ADJUST TO
\
ASBUILT
GRADE
LONG-TERM
STABLE
LEVELS
\_
_
,_ /
\ -
_/
y,
DESIGN
GRADE
STA: 2+79
SF, BOULDER TOE INSTALLED INSTEAD OF
BRUSH TOE FOR ADDITIONAL BANK STABILITY
STA: 2+33
RIPRAP ADDED TO STABILIZE
INITIAL DRAINAGE PIPE
SS.
STA: 2+66
BEGIN UT2 - NO CREDIT
36" DIAMETER HDPE
INVERT IN:792.63'
INVERT OUT:792.51'
VP10
STA: 4+89
END UT2
STA: 115+24
OAK HILL CREEK
CONFLUENCE
rt
0
ct
u
0
z
0
u
0
ct
(VERTICAL)
0' 20' 40' 60'
(HORIZONTAL)
Sheet Index
STA: 3+25
BRUSH TOE NOT INSTALLED DUE
TO ADEQUATE BANK STABILITY

- PROPOSED 36" CMP
INVERT IN:790.97'
INVERT
OUT:790.45'
DESIGN
GRADE
POOL
FILLED
WITH
SEDIMENT.
AS VEGETATION STABILIZES THE FLOODPLAIN
POOLS SHOULD CLEAR
/
z,_
_ _
_ _
_ _
_ _
\_i
N.
\
/
ASBUILT
GRADE
N
N.
J,t, sJ, -- _,P, N.
F\ \ \\ \
<<F sJ, J,t� \
\ \ �\
J, <<, J,s
`rF
\JfFv \
STA: 300+50
RIPRAP ADDED TO STABILIZE
CULVERT INLET
STA: 300+85
�0 4
4C
J,t<<, -J\� O
Xo\ I \ STA: 300+56• /a \\ 0T�
INVERT IN:790.97' \ \
'STA:300+83
RIPRAP ADDED TO STABILIZE
CULVERT OUTLET
J` \ \
c\ ss F\ \\ \\
STA:300+31 `P \ `rJ<<, \\ Q\\
\ \
BEGIN UT3 \ sJ, \\\ \\\
NO CREDIT
TIE TO EXISTING GRADE J` \ J` \a \
`JF\ JF \ \
ss \ \ \
J \ \
J�, \ \
\ \
\ \
1 \ oo \
STA: 302+85
END UT3
STA: 119+00
OAK HILL CREEK
CONFLUENCE
STA: 302+18
-BRUSH TOE NOT INSTALLED
DUE TO ADEQUATE BANK STABILITY
\ �o
o�
<00
Sheet Index
1.1.5
1.3. P 1.1.4��9
Y 4
1.2.1 9 1.2.2 1.2.5
��, 1.2.3 1.2.4 ,��' 1.5.1
t}t1 UT1 - �'•/
1.4.1
1.1.2
V)
b!J
•
ra
I--1
CJ
a)
a)
•
•
rzt
•
•
I --I
•
ra
O
CO
H
Cl�
1.6
1.6.1

EAKER /
WETLAND RE-ESTABLISHMENT 11-6541
.
PROPOSED AT A 1:1 CREDIT RATIO 4887 PG2200
////,
�1 /
jL / WETLAND REHABILITATION
PROPOSED AT A 1:1 CREDIT RATIO �j \ I
4� /
/ -_____I
+ + + + + WETLAND REHABILITATION
+++++ + + + + + PROPOSED AT A 1.5:1 CREDIT RATIO //�/ /
Lt _J
WETLAND CREATION
/
PROPOSED AT A 3:1 CREDIT RATIO
\
\\\
\
I RUSTY EAKER, JR\\\
V RUSTY EAKER, SR. \ \\ \ /
12691-70-3338
'14821 PG'. 58 (LOT36) \ \ \ / '
--------b /
MICHAELW W1ITESIDES&WIFE \1
LAUREN W WIITESIDES
PIN 2690.795818 \.
DB. 4786 PG'. 363
)
GABRIEL L. LAIL
PIN 2690-79-6528
DB. 4601 PG'. 1438
CE
it
CAMEFRON RUSTY EAKER, JR. &
CAMERON RUSTY EAKER, SR.
• • 0-79-8897
'.PORTION OF DB: 4949 PG: :. CT SIX
CAMERON RUSTY EAKER, JR. &
CAMERON RUSTY EAKER, SR.
PIN'. 2690-79-8664
DB. 4949 PG'. 1803 (TRACT FIVE)
CAMERON RUSTY EAKER, JR. &
CAMERON RUSTY EAKER, SR.
PIN'. 2690-79-9620
DB. 4949 PG 1803 (TRACT FOUR)
CE` CE �\ CE
CAMERON RUSTY EAKER, SR.
PIN 2690-89-1706
DB. 3262 PG'. 477
N ICOLE L. MASSEV
PIN 2690-09-05/
DB. 4782 PG'. 590
VA CAROLYN B. TURNEK(LIFE E)
VA� ROBERTF TURNER&
\ \ \ PIN 4999 PG 501
DB. 4999 PG'. 501
WETLAND 2
(SEE SHEET 2.3)
C
EXISTING POND
CAMERON RUSTY EAKER, JR. &
CAMERON RUSTY EAKER, SR.
PIN: 2691-90-0340
DB: 4949 PG: 1803 (TRACT ONE)
ALSO DB: 4949 PG: 1803
(TRACT #B OF TRACT EIGHT)
TERRY A. RIDDLEY & WIFE
LORIE B. RIDDLEY
PIN'. 2690-09-8022
DB. 4483 PG'. 1040
C/\
4
0
T RO o � q
*010
!/
// /
I
I
STA: 122+49
OUTLET CHANNEL STABILIZED FOR
ADDED SUPPORT TO ROADSIDE CULVERT
!/
//
/)
(./T3
HAROLD R. LINEBERGER & WIFE
V� PATSY E. LINEBERGER
' PIN 3601-00-0464
\ DB. 1898 PG'. 658
\ \ ESTATE FILE 14E//80
;Qa
`aJi
0
100'
200'
l
300'
(HORIZONTAL)

X \ Shared \ Proiects \ 005-02182 Oak H111 Daffy \ M omtormg \ Basehne M omtormg - 20
WETLAND RE-ESTABLISHMENT
PROPOSED AT A 1:1 CREDIT RATIO
- • • • WETLAND REHABILITATION
. „ . . PROPOSED AT A 1:1 CREDIT RATIO
+ WETLAND REHABILITATION
+ PROPOSED AT A 1.5:1 CREDIT RATIO
WETLAND CREATION
PROPOSED AT A 3:1 CREDIT RATIO
0.
2040' 60'
0.
(HORIZONTAL)
2' 4'
6'
(VERTICAL)
795
790
•
4
PRECONSTRUCTION GRADE
•
I
1
I
vv enana uracung ffoss-section 41
1
I
Section View VJ
I
I
I
I
..-----
_
I
I
I
TIED
TO EXISTING
WETLAND
CRED
TING
I
TIED TO EXISTING
GROUND
—
BOUNDARY(TYP)
CONSERVATION EASEMENT
BOUNDARY (TYP)
DESIGN GRADE
ASBUILT GRADE
0+00
0+50
1+00
1+50
2+00
2+50
3+00
3+50
795
790
3+70
795
790
788
WETLAND
BOUNDARY
Wetland Grading Cross -Section #2
CREDITING
(TYP)
Section View
I
CONSERVATION
BOUNDARY
EASEMENT
(TYP)
i\
/ I
I
ASBUILT
GRADE
1
I
N
\
I
I
I
I
I-
-I
1
1
I
I
I
I
I
\
/
/
I
1
1
I
I
DESIGN
GRADE
i•
I
I
, \
/
/
/
1
I
i
I
I---,.
I
°
/
---
I
1
1
PRECONSTRUCTION
GRADE
1
1
1
1+30
1+50
2+00
2+50
3+00
3+50
795
790
788
4+00
795
790
785
v v e Licu LLI _31. awl L6 ._,I u ssmie L um L It ..)
Section View
WETLAND
BOUNDARY
CREDITING
(
YP)
ASBUILT
GRADE
I
I
1
I
I
I
I
I
I
I
I
I
I
/
I
I
—
—
— — —
— — —
_
I
_ _
I
\
I—
I
Lu
I
I
PRECONSTRUCTION
GRADE
1
I
I
\
\
I
I
I
I
I
I
I
I
\
I
Lu
I
--, °°.----
DESIGN
GRADE
CONSERVATION
BOUNDARY
EASEMENT
(TYP)
0+50
1+00
1+50
2+00
2+50
3+00
795
790
785
3+30
STA: 122+49
-OUTLET CHANNEL STABILIZED FOR
ADDED SUPPORT TO ROADSIDE CULVERT

i
o'
20' 40' 60'
0'
(HORIZONTAL)
2' 4'
6' 810
(VERTICAL)
WETLAND RE-ESTABLISHMENT
PROPOSED AT A 1:1 CREDIT RATIO
WETLAND REHABILITATION
PROPOSED AT A 1:1 CREDIT RATIO
I d
T -
+ + + I WETLAND REHABILITATION
PROPOSED AT A 1.5:1 CREDIT RATIO
WETLAND CREATION
I PROPOSED AT A 3:1 CREDIT RATIO
805
800
795
Wetland Grading Cross -Section #4
Section View
WETLAND
BOUNDARY
CREDITING
(TYP)
DESIGN
GRADE
1
U
ASBUILT
GRADE
1
1
1
u
1
1
1
1
1
1
1
1
1
u
1
1
1
1
/
1
1
1
1
1
—
1
—1
1
1
I
1
1
\
1
1
1
11:\
1
1
TIED
INTO
_ TIED INTO
EXISTING
1
EXISTING
GROUND
GROUND
CONSERVATION
EASEMENT
BOUNDARY (TYP)
0+00
0+50
1+00
1+50
810
805
800
810
805
800
795 797
2+00
Wetland Grading Cross -Section #5
Section View
WETLAND
BOUNDARY
CREDITING
(TYP)
DESIGN
GRADE
TIED INTO
EXISTING
GROUND
1
1
1
1
1
—
TIED INTO
EXISTING
GROUND
�
ASBUILT
GRADE
1
1
1
1
,
___
__
1
1
1
W
,
1
1
......\—
v
'
r
1
1
1
1
1
�
1
1
1
1
CONSERVATION
EASEMENT
BOUNDARY
(TYP)
0+00
0+50
1+00
1+50
2+00
810
805
800
797
2+30
cn
3
V—Jctl
� O
O
r ,
Cn 0
oz
U
0
��
73
0
N
N
ct
ft
•
z

Wetland Grading Cross -Section #6
Section View
805
Wetland Grading Cross -Section #7
Section View
805
805
800
795
TIED INTO
GROUNDLu
EXISTING
DESIGN
CREDITING
(TYP)
WETLAND
BOUNDARY
i
I
u
1
Lu
V
--
,
11
TIED
rGROUND
INTO
EXIST
NG
Lu
V
1
1
IL
1
1
1
\
/
J
}
DESIGN
GRADE
1
��
1
ASBUILT
GRADE
DESIGN
EASEMENT
CONSERVATION
BOUNDARY
(TYP)
0+00
0+50
1+00
1+50
805
800
800
795
795 794
1+88
0
CONSERVATION EASEMENT
BOUNDARY (TYP)
T ED INTO
EXISTING GROUND
0+00
20' 40' 60'
0
(HORIZONTAL)
2' 4'
6'
(VERTICAL)
0+50
TIED INTO
EXISTING GROUND
- ASBUILT GRADE
WETLAND CRED TING
BOUNDARY (TYP)
L
_ T _
1+00
DESIGN GRADE —
800
795
794
1+50 2+00 2+50 2+89
WETLAND RE-ESTABLISHMENT
PROPOSED AT A 1:1 CREDIT RATIO
/LITATION
PROPOSED ATAWETLAND 61I1CREDIT RATIO
/R
+ + + + WETLAND REHABILITATION
+ + + PROPOSED AT A 1.5:1 CREDIT RATIO
-- J
WETLAND CREATION
PROPOSED AT A 3:1 CREDIT RATIO
Plan View
Wetland #3 and #4
OA- K - HILL CREEK
DESIGN
ALIGNMENT
SEE WETLAND 2
(SHEET 2.3)
U7
Q
taY
HLT,
T
0
50' 100' 150'
(HORIZONTAL)
z

i
Open Area Buffer Planting
Open Buffer Planting Zone Trees
Bare Root
Species
Common
Name
Max
Spacing
Indiv.
Spacing
Min.
Caliper
Size
Stratum
Wetland
Indicator
# of Stems
Acer negundo
Boxelder
12 ft.
6-12 ft.
0.25"-1.0"
Canopy
FAC
10%
Platanus
occidentalis
Sycamore
12 ft.
6-12 ft.
0.25"-1.0"
Canopy
FACW
15%
Betula nigra
River Birch
12 ft.
6-12 ft.
0.25"-1.0"
Canopy
FACW
15%
Liriodendron
tulipifera
Tulip Poplar
12 ft.
6-12 ft.
0.25"-1.0"
Canopy
FACU
2%
Quercus
phellos
Willow Oak
12 ft.
6-12 ft.
0.25"-1.0"
Canopy
FAC
10%
Oxydendrum
arboreum
Sourwood
12 ft.
6-12 ft.
0.25"-1.0"
Canopy
UPL
5%
Diospyros
virginiana
Persimmon
12 ft.
6-12 ft.
0.25"-1.0"
Canopy
FAC
6%
Populus
deltoides
Eastern
Cottonwood
12 ft.
6-12 ft.
0.25"-1.0"
Canopy
FAC
10%
Carya
cordiformis
Bitternut
Hickory
12 ft.
6-12 ft.
0.25"-1.0"
Canopy
FACU
5%
Quercus alba
White Oak
12 ft.
6-12 ft.
0.25"-1.0"
Canopy
FACU
5%
Quercus rubra
NortOak Red
12 ft.
6-12 ft.
0.25"-1.0"
Canopy
FACU
5%
Ulmus rubra
Slippery Elm
12 ft.
6-12 ft.
0.25"-1.0"
Canopy
FACU
1%
Total
89%
Open Buffer Planting Zone Small Trees / Shrubs
Bare Root
Species
Common
Name
Max
Spacing
Indiv.
Spacing
Min.
Caliper
Size
Stratum
Wetland
Indicator
# of Stems
Alnu.,
Tag Alder
12 ft.
6 12 ft.
0.25" 1.0"
Sub Canopy
OBL
2%
serrulata
Hamamelis
virginiana
Witch Hazel
12 ft.
6-12 ft.
0.25"-1.0"
Shrub
FACU
2%
Cornus florida
Flowering
Dogwood
12 ft.
6-12 ft.
0.25"-1.0"
Sub -Canopy
FACU
2%
Lindera benzoin
Spicebush
12 ft.
6-12 ft.
0.25"-1.0"
Shrub
FAC
2%
Amelanchier
arborea
Serviceberry
12 ft.
6-12 ft.
0.25"-1.0"
Shrub
FAC
2%
Calycanthus
floridus
Sweet Shrub
12 ft.
6-12 ft.
0.25"-1.0"
Shrub
FACW
1%
Sambucus
canadensis
Elderberry
12 ft.
6-12 ft.
0.25"-1.0"
Shrub
FAC
2%
Total
11%
Notes:
(1) Substitute species: Sweetshrub, northern red oak, slippery elm.
(2) Transplants from on -site to be used at Designer's discretion for streambank and floodplain planting.
(3) Percentages of each species may be varied at Designer's discretion but shall not exceed 20% per each species.
(4) Designer may substitute container plantings or other plantings for bare roots.
TEMPORARY SEEDING
APPROVED DATE
TYPE
PLANTING
RATE (Ibs/acre)
Jan 1— May 1
Rye Grain (Secale Cereale)
120
Ladino clover (Trifolium Repens)
5
Crimson Clover (Trifolium incarnatum)
5
Straw Mulch
4,000
May 1— Aug 15
German Millet (Setaria italica)
40
Ladino clover (Trifolium Repens)
5
Crimson Clover (Trifolium incarnatum)
5
Straw Mulch
4,000
Aug 15 — Dec 31
Rye Grain (Secale Cereale)
120
Ladino clover (Trifolium Repens)
5
Crimson Clover (Trifolium incarnatum)
5
Straw Mulch
4,000
Note:
Rates of fertilizer and lime if necessary can be found in the site preparation plan
included in the specification documents.
Wetland Planting
Wetland Planting Zone Trees
Bare Root
Species
Common
Name
Max
Spacing
Indiv.
Spacing
Min.
Caliper
Size
Stratum
Wetland
Indicator
# of Stems
Platanus
occidentalis
Sycamore
12 ft.
6-12 ft.
0.25"-1.0"
Canopy
FACW
15%
Betula nigra
River Birch
12 ft.
6-12 ft.
0.25"-1.0"
Canopy
FACW
15%
Quercus
phellos
Willow Oak
12 ft.
6-12 ft.
0.25"-1.0"
Canopy
FAC
10%
Ulmus
americana
American Elm
12 ft.
6-12 ft.
0.25"-1.0"
Canopy
FACW
10%
Nyssa sylvatica
Black Gum
12 ft.
6-12 ft.
0.25"-1.0"
Canopy
FAC
5%
Quercus
michauxii
Swamp
Chestnut Oak
12 ft.
6-12 ft.
0.25"-1.0"
Canopy
FACW
8%
Acer negundo
Boxelder
12 ft.
6-12 ft.
0.25"-1.0"
Canopy
FAC
5%
Quercus nigra
Water Oak
12 ft.
6-12 ft.
0.25"-1.0"
Canopy
FACW
7%
Celtis laevigata
Sugarberry
12 ft.
6-12 ft.
0.25"-1.0"
Canopy
FACW
5%
Total
80%
Wetland Planting Zone Small Trees/Shrubs
Bare Root
Species
Common
Name
Max
Spacing
Indiv.
Spacing
Min.
Caliper
Size
Stratum
Wetland
Indicator
# of Stems
Alnus serrulata
Tag Alder
12 ft.
6-12 ft.
0.25"-1.0"
Sub -Canopy
OBL
1%
Lindera benzoin
Spicebush
12 ft.
6-12 ft.
0.25"-1.0"
Shrub
FAC
5%
Cephalanthus
occidentalis
Buttonbush
12 ft.
6-12 ft.
0.25"-1.0"
Shrub
OBL
5%
Sambucus
canadensis
Elderberry
12 ft.
6-12 ft.
0.25"-1.0"
Shrub
FAC
5%
Cornus
am om um
Silky Dogwood
12 ft.
6-12 ft.
0.25"-1.0"
Shrub
FACW
1%
Salix sericea
Silky Willow
12 ft.
6-12 ft.
0.25"-1.0"
Shrub
OBL
2%
Livestakes
Salix nigra
Black Willow
8 ft
6-8 ft.
0.5"-1.5"
Shrub
OBL
1%
Total
20%
Notes:
1) Substitute species: Silky willow, silky dogwood.
2) Tag Alder shall be limited to Wetland 1 or other wetter areas of the site as designated by Designer.
3) Transplants from on -site to be used at Designer's discretion for streambank and floodplain planting.
4) Percentages of each species may be varied at Designer's discretion but shall not exceed 20% per each species.
5) Designer may substitute container plantings or other plantings for bare roots.
Partially Vegetated Buffer Area Planting
Open Buffer Planting Zone Trees
Bare Root
Species
Common
Name
Max
Spacing
Indiv.
Spacing
Min.
Caliper
Size
Stratum
Wetland
Indicator
# of Stems
Carpinus
caroliniana
American
Hornbeam
12 ft.
6-12 ft.
0.25"-1.0"
Sub -Canopy
FAC
14%
Euonymus
americana
Strawberry
Bush
12 ft.
6-12 ft.
0.25"-1.0"
Shrub
FAC
14%
Lindera benzoin
Spicebush
12 ft.
6-12 ft.
0.25"-1.0"
Shrub
FAC
8%
Fagus
grandifolia
American
Beech
12 ft.
6-12 ft.
0.25"-1.0"
Canopy
FACU
14%
Ulmus rubra
Slippery Elm
12 ft.
6-12 ft.
0.25"-1.0"
Canopy
FAC
7%
Hamamelis
virginiana
Witchhazel
12 ft.
6-12 ft.
0.25"-1.0"
Shrub
FACU
7%
Calycanthus
floridus
Sweetshrub
12 ft.
6-12 ft.
0.25"-1.0"
Shrub
FACU
7%
Cornus florida
Flowering
Dogwood
12 ft.
6-12 ft.
0.25"-1.0"
Sub -Canopy
FACU
7%
Asimina triloba
Pawpaw
12 ft.
6-12 ft.
0.25"-1.0"
Sub -Canopy
FAC
14%
Quercus rubra
NortOak Red
12 ft.
6-12 ft.
0.25"-1.0"
Canopy
FACU
8%
Total
100%
Riparian Corridor and
Inundated Wetland Planting
Streambank Planting Zone
Live Stakes
Species
Common Name
Max Spacing
Indiv.
Spacing
Min. Size
Stratum
Wetland
Indicator
% of Stems
Salix nigra
Black Willow
8 ft.
6-8 ft.
0.5"-1.5" cal.
Shrub
OBL
25%
Corpus amomum
Silky Dogwood
8 ft.
6-8 ft.
0.5"-1.5" cal.
Shrub
FACW
20%
Salix sericea
Silky Willow
8 ft.
6-8 ft.
0.5"-1.5" cal.
Shrub
OBL
25%
Cephalanthus
occidentalis
Buttonbush
8 ft.
6-8 ft.
0.5"-1.5" cal.
Shrub
OBL
15%
Sambucus
canadensis
Elderberry
8 ft.
6-8 ft.
0.5"-1.5" cal.
Shrub
FAC
15%
Total
100%
Herbaceous Plugs
Juncos effusus
Common Rush
5 ft.
3-5 ft.
1.0"- 2.0" plug
Herb
FACW
40%
Carex crinita
Fringed Sedge
5 ft.
3-5 ft.
1.0"- 2.0" plug
Herb
OBL
10%
Carex lurida
Lurid Sedge
5 ft.
3-5 ft.
1.0"- 2.0" plug
Herb
OBL
20%
Carex lupulina
Hop Sedge
5 ft.
3-5 ft.
1.0"-2.0" plug
Herb
OBL
15%
Scirpus cyperinus
Woolgrass
5 ft
3-5 ft.
1.0"-2.0" plug
Herb
FACW
15%
Total
100%
Note: See live staking and herbaceous plugs detail.
Permanent Seeding
Riparian Seeding - Open Canopy
Pure Live Seed (21 Ibs/ acre)
Approved Date
Species Name
Common Name
Stratum
Wetland
Indicator
Density
(Ibs/acre)
All Year
Schizachyrium scoparium
Little Bluestem
Herb
FACU
4.0
All Year
Panicum virgatum
Switchgrass
Herb
FAC
2.0
All Year
Panicum rigidulum
Redtop Panicgrass
Herb
FACW
1.0
All Year
Rudbeckia hirta
Blackeyed Susan
Herb
FACU
1.0
All Year
Coreopsis lanceolata
Lanceleaf Coreopsis
Herb
FACU
1.0
All Year
Echinacea purpurea
Purple coneflower
Herb
UPL
1.0
All Year
Panicum clandestinum
Deertongue
Herb
FAC
2.0
All Year
Elymus virginicus
Virginia Wild Rye
Herb
FACW
2.0
All Year
Sorghastrum nutans
Indiangrass
Herb
FACU
3.0
All Year
Bidens aristosa
Bur -Marigold
Herb
FACW
1.0
All Year
Helianthus angustifolia
Narrowleaf Sunflower
Herb
FACW
1.0
All Year
Coreopsis tinctoria
Plains corepsis
Herb
FAC
1.0
All Year
Achillea millefolium
Common yarrow
Herb
FACU
1.0
Wetland Seeding - Open Canopy
Pure Live Seed (19 Ibs/ acre)
Approved Date
Species Name
Common Name
Stratum
Wetland
Indicator
Density
(Ibs/acre)
All Year
Coleataenia anceps
Beaked Panicgrass
Herb
FAC
3.0
All Year
Carex vulpinoidea
Fox Sedge
Herb
OBL
2.0
All Year
Elymus virginicus
Virginia Wild Rye
Herb
FACW
4.0
All Year
Bidens aristosa
Bur -Marigold
Herb
FACW
3.0
All Year
Panicum cirgatum
Switchgrass
Herb
FAC
2.0
All Year
Polygonum pensylvanicum
Smartweed
Herb
FACW
0.5
All Year
Juncos effusus
Common Rush
Herb
OBL
1.5
All Year
Panicum dichotomiflorum
Panicgrass
Herb
FACW
2.0
All Year
Helianthus augustifolia
Narrowleaf sunflower
Herb
FACW
1.0
Notes:
(1) Apply Permanent Riparian seeding in all disturbed areas within Conservation Easement.
(2) Apply Permanent seeding in all other disturbed areas outside of Easement per specification.
O 0 0 0
7 V V V
O 0 0 0
Best Management Practice (BMP) Planting
Notes:
(1) Apply "Wetland Seeding - Open Canopy" seed mix to all disturbed
areas of BMP including bottom of basin.
(2) Apply "Riparian Corridor Planting - Herbaceous Plugs and Livestakes"
species in areas shown in detail.
Stabilization Seeding
Stabilization Seeding
Pure Live Seed (321bs/ac)
Species Name
Common Name
Ibs/acre
Festuca arundinacea
Fescue (KY 31)
20
Doctylis glomerate
Orchard Grass
12
Notes:
(1) Apply Pasture Seeding for grading outside Conservation
Easement, utility easements, and stream crossings.
(2) Install temporary seed and mulch with all permanent
seed.
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