20181349 Ver 1_AsBuilt_2020_20200727

ID#* 20181349 Version* 1
Select Reviewer:*
Erin Davis
Initial Review Completed Date 07/27/2020
Mitigation Project Submittal - 7/27/2020
Is this a Prospectus, Technical Proposal or a New Site?* O Yes a No
Type of Mitigation Project:*
rJ Stream r Wetlands [Buffer ❑ Nutrient Offset
(Select all that apply)
Project Contact Information
Contact Name:*
Matthew Reid
Project Information
..................................................................................................................................................................
ID#:* 20181349
Existing ID�
Project Type: r DMS r Mitigation Bank
Project Name: Mill Dam Creek
County: Yadkin
Document Information
Email Address:*
[e-mail]
Version: * 1
Existing Version
Mitigation Document Type:*
Mitigation As -Built Plans
File Upload: MillDam 97136_AB_2020.pdf 2.41 MB
Rease upload only one RDF of the corrplete file that needs to be subrritted...
Signature
Print Name:* Matthew Reid
Signature:*

F,
a
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YADKIN RIVER
1003
GROVE
S�P�y
n 1546 1552
x
Sy�T
PROJECT
Pp QTp� ENTRANCE
1550
67
67
1542
Z
o
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D
Z
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=
m
a
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v
VICINITY MAP
N NOT TO SCALE
PROJECT COMPONENTS —TOTAL CREDITS 10,290
Reach ID
Proposed
Stationing
Existing
Footage
Approach
Mitigation
Ratio
R Footage
R -or- R
Equivalent
T1*
100+00 to 107+51
748
R
1:1
734
734
T1A
150+00 to 157+95
739
R
1:1
795
795
T2-1
200+00 to 204+98
498
Ell
2.5:1
498
199
T2-2
204+98 to 207+63
265
R
1:1
265
265
T3
300+00 to 303+69
378
R
1:1
369
369
T4
400+00 to 401+51
151
R
1:1
151
151
T5*
1000+00 to 1012+13
1,174
Ell
2.5:1
1,182
473
T5A
1200+00 to 1200+65
65
Ell
2.5:1
65
26
T5B
1300+00 to 1304+38
438
Ell
2.5:1
438
175
T6-1*
600+00 to 602+59
259
Ell
2.5:1
259
104
T6-2
602+59 to 609+80
621
R
1:1
658
658
T6A-1
650+00 to 650+60
60
Ell
2.5:1
60
24
T6A-2
650+60 to 651+61
97
R
1:1
101
101
T7-1
700+00 to 701+65
165
Ell
2.5:1
165
66
T7-2
701+65 to 705+13
335
R
1:1
348
348
T8-1*
800+00 to 804+45
445
Ell
2.5:1
445
178
T8-2
804+45 to 808+94
464
R
1:1
426
426
T8A
850+00 to 852+63
258
R
1:1
263
263
T9
900+00 to 901+29
133
R
1:1
129
129
UTHC1
Top*
10+00-22+81
1,333
R
1:1
1,249
1,249
UTHC1
Bottom*
22+81-27+39
541
R
1:1
438
438
UTHC2
27+39-42+32
1,494
El
1.5:1
1,493
995
UTHC3*
42+32-55+57
1,411
R
1:1
1,240
1,240
UTHC4-1
55+57-58+53
1,840
El
1.5:1
297
198
UTHC4-2
58+53-63+75
Ell
2.5:1
521
208
UTHC4-3*
63+75-68+55
El
1.5:1
419
279
UTHC4-4*
68+55-73+97
Ell
2.5:1
497
199
Crossings have been removed from creditable linear footage for all project streams.
DIRECTIONS TO SITE
From Raleigh, follow 1-40 West towards Winston-
Salem. Take exit 188 to follow US-421 North. Take
exit 244 off of US-421 onto Williams Road. At the
traffic circle take the third exit onto Shallowford Rd.
Turn right onto Conrad Rd. Turn left onto Old US421.
Turn right onto Flint Hill Rd. Turn left onto Main St.
Slight right onto Fairground Rd. Turn right onto Shady
Grove Rd. Follow for about a mile; the site entrance
will be at 4413 Shady Grove Church Rd.
NCDEQ DIVISION OF MITIGATION SERVICES
MILL DAM CREEK
STREAM RESTORATION SITE
YADKIN COUNTY, NORTH CAROLINA
�Op,O
RCN
OBE
�Nv
SNPQ� GR
UTHC
80'31'04.1918"
36'13'55.2820"
NC G
Nno '83 'ea
BEGIN Z- BEGIN
TRIB 2 TRIB 5
Prepared in the Office of: Prepared for.
----- 1111-
KCI
ASSOCIATES OF NO
ENGINEERS • PLANNERS • SCIENTISTS
NCDEQ - DIVISION OF
4505 FALLS OF NEUSE ROAD, SUITE 400 MITIGATION SERVICES
RALEIGH, NORTH CAROLINA 27609
GARY M. MRYNCZA, PE I MATTHEW REID
PROJECT ENGINEER
ALEX FRENCH
PROJECT DESIGNER
DAIS PROJECT MANAGER
LIN XU
DAIS REVIEW COORDINATOR
SEAL
` SIGNATURE:
BEGIN
TRIB 6
PROJECT SURVEYOR
�l
STATE
DM5 PROJECT NUMBER
�9)136
SHEET
NO.
TOTAL
SHEETS
1�T•�,
97136
1
��
P.E.
R\pGE R�,
Q�GPtJ /
END IITH('.
INDEX OF SHEETS
1 TITLE SHEET
2 GENERAL NOTES & PROJECT LEGEND
3-10 SITE PLAN
11-12 PLANTING PLAN
13-14 BOUNDARY MARKING PLAN
AS BUILT PLANS
NOTE:
NO MAJOR CHANGES WERE MADE TO
THE ORIGINAL CONSTRUCTION PLANS.
* INDICATES REPAIRS FROM WINTER STORM.
PROJECT ENGINEER
``ti�111lI✓f ��rl,
32733 �
P.E.
� SIGNATURE:

1,1111111171/I!,
vi
GENERAL NOTES:
AS -BUILT
CONTROL
POINTS:
;=�°���''=;
THIS SET OF PLANS IS BASED OFF OF AN AS -BUILT SURVEY COMPLETED
DESCRIPTION
NORTHING
FASTING
ELEV
POINT
= SEAL
BY KCI ASSOCIATES OF NC IN OCTOBER OF 2019.
_ O 32733 t
MILL DAM 1
906433.72
1552754.88
1007.74
1
= 7 '. Al =
D/-'
Lh
Z
THIS PLAT DOES NOT REPRESENT A BOUNDARY SURVEY OF THE PARENT
MILL DAM 2
906784.49
1550793.65
999.31
2
�, .Rc
!y �,.
o
TRACTS. THE PARENT TRACT BOUNDARIES ADJACENT TO THIS EASEMENT
MILL DAM 3
908920.82
1550521.12
968.14
3
%,� ,� '••QINTc.. y
,,IG+ MQ'�,•
o
w
ARE NOT CHANGED BY THIS PLAT.
MILL DAM 4
910728.58
1548637.89
931.06
4
1,IIIlIl
MILL DAM 5
911824.03
1550305.86
861.62
5
DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY
MILL DAM 6
910632.90
1554600.60
963.71
6
FEET UNLESS OTHERWISE NOTED.
MILL DAM 7
909965.25
1552331.55
947.62
7
CID
906899.28
1552214.96
956.99
12
PRO✓ECTENG/VEER
THE BASIS OF THE MERIDIANS AND COORDINATES FOR THIS PLAT IS THE
KCI414
906839.03
1551169.59
979.01
14
NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN
KCI415
907378.47
1551306.72
952.23
15
DATUM 1983 (NAD 83), BASED ON DIFFERENTIAL GPS OBSERVATIONS.
KCI416
908093.58
1552046.36
924.83
16
ALL DISTANCES ARE GROUND UNLESS OTHERWISE NOTED.
KCI417
908557.45
1551959.23
924.62
17
KC1418
907613.45
1551482.76
937.21
18
NO UNDERGROUND UTILITY LOCATING PERFORMED DURING THE COURSE
KCI
907521.34
1551394.95
944.63
19
OF THIS SURVEY.
KCI
907211.62
1551314.00
955.42
20
0-
KCI
907089.19
1551294.01
959.66
21
2>
KCI
906963.06
1551259.62
958.01
22
5�
NL SET
907405.83
1552011.42
943.65
100
oa
NL SET
907700.90
1551878.32
930.14
101
a¢
NL SET
908155.42
1552066.45
929.83
102
U
NL SET
907766.56
1551813.03
930.51
103
Z�
NL SET
907944.60
1552122.11
932.99
104
CONTACT DESIGN REPRESENTATIVE FOR FULL LIST OF CONTROL POINTS
PRO✓ECTSURI/EYDR
{�
LL W
fn Q
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Q O
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W
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PROJECT LEGEND:
a
z�
LLO
O
w
y�
W
< W
a
W
c
0 0
New Thalweg
w/Approximate Bankfull Limits - - -
Installed Step Pool- - - - - - - - - -
Minor Contour Line
LU
z
(n
J
O
Major Contour Line
Y z
a
Installed Riffle Enhancement- - - - -
w o
U
p' Q
Utility Pole
0 0Y
Installed Riffle Grade Control---------------
20
o
z
Qc
Installed Riffle Cascade _
w
Of
�w
z
o
Installed Live Lift
z
Q
-------- ---------
Stabilized Incoming Drainage SD
DATE, APRIL 2020
S-E, N.T.S.
GENERAL
NOTES
&
PROJECT
LEGEND
SHEET 2 OF
14

149+00
SD
RE -GRADED INCOMING
DRAINAGE AND STABILIZED
OATH 'CLASS A' STONE
AND COIR MATTING
0
0
0
L0
INSTALLED RSC
STATION 148+78
INSTALLED'CASCADING RIFFLE' INSTALLED'RIFFLE
(TYP.) GRADE CONTROL'
(TYP.)
BEGIN
TRIB 1 —
00
�x 0
00
N X k
*BED EROSION BEGIN TRIB 1A
REPAIRED
INSTALLED'RIFFLE
ENHANCEMENT'.
(TYP.)
ALL TOPOGRAPHIC AND FEATURE DATA
ARE BASED ON THE AS -BUILT SURVEY
COMPLETED ON DECEMBER 2019.
•111111 litip"
.•''�kiH CAR,••.
SEAL
p': 3'2733
INS A
',,C�IAF_1
PRO✓ECTENG/NEER
PRO✓ECTSURUEYOR
INSTALLED'STEP POOL'
(TYP.)
11
/
//�o2kp0
�x
1�
00
x
o O�
END J
TRIB 1A
* INSTALLED BOULDER SILL
AND REPAIRED RIFFLE AT
CULVERT /C
(1) 36" DIA. x 14' HDPE STREAM CULVERT
(2) 12" DIA., 14' LONG FLOODPLAIN
CULVERTS (PEP)
* AGGRADATION
REMOVED
INSTALLED'LIVE LIFT'
(TYP.)
(1) 42" DIA. x 24' HDPE STREAM CULVERT
(2) CULVI RTS (PEPG� DPLAIN
NG pFlp
NAp 83
—40' —20' 0' 40' 80'
GRAPHIC SCALE
RE -GRADED INCOMING
SD DRAINAGE AND STABILIZED
WITH COIR MATTING
00
h
O
1-ft-illIklm
MATCHLINE - SEE SHEET 4
O
O
O
W
� z
(n J
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W 0
Df Q
k�O
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�
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F
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F_
p W
0
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W
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(n
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F
END
TRIB 1
SITE PLAN
REACH:
T1 &T1A

MATCHLINE - SEE SHEET 3
'Will Ili
i 0"0,
CAI#?
INSTALLED 'LIVE LIFT'.
�'
,ip
00
Q '.
(1) 42" DIA. x 24' HDPE STREAM CULVERT
p
10�0
SEAL-
(2) FLOODPLAIN
n
CULVIERTS (PEPG
w
32733
w
NAO 'a3
U
Z
9tiA��E�''�'ti'�
w
O
'••.'CNAV- N'
-40' -20' 0'
40' 80'
w
N
euj
.�•'
GRAPHIC SCALE
ALL TOPOGRAPHIC AND FEATURE DATA
GRADE CONTROL'.
(TYP.)
ARE BASED ON THE AS -BUILT SURVEY
F
COMPLETED ON DECEMBER 2019.
<
PRO✓ECTENG/NEER
op
+ i
END
p
TRIB 1 /
N
START
UTHC1
BOTTOM
* RE -GRADED INCOMING
SD DRAINAGE AND STABILIZED
1MTH COIR MATTING
OX
ow
s�
Z>
o�
/
�w
�o
OOxB!
INSTALLED'CASCADING RIFFLE'.
(TYP
00
PRO✓ECTSVRVFYOR
/ /
INSTALLED'RIFFLE
i 00
Wo
ENHANCEMENT.
00
I
zz ~��
,
(TYP.)
a
/
0 7 pZ
p0
/
INSTALLED'STEP POOL'.
00
I
ae
(TYP.)6
1 RE -GRADED INCOMING
I
ODRAINAGE AND STABILIZED
SD
z K
a
WITH COIR MATTING
o°
o
y
I
Ir J=
w cD
z <W
Z paf
I
W V
O
I
I
GOBS
p
I
w
Z
N
U) J
Y Z �
LU U
p
W I-
Q' Q
O
U ()f O
II 1
O z
INSTALLED'DITCH 1' RSC
Q W H
II
J
OU
I
Q Z
W
,1
1
}
RE -GRADED INCOMING
SD
DRAINAGE AND STABILIZED
1MTH COIR MATTING
I 1
BEGIN
UTHC 1 TOP 1 I
DATE- APRIL 2020
I 1
I I
1
s E: GRAPHIC
SITE PLAN
1
1 I
EACH:
I 1
1
UTHC
I
1 1
SHEET 4 OF 14

00,E 1 0Z
BEGIN TRIB 2-2
STA 208+98
0
MATCHLINE - SEE SHEET 4
+o
00
z
0
N 1
n w
p
s
�
e
*RIFFLE REPAIRED
00
O�x
CONSERVATION EASEMENT � p �p
+ k
V INSTALLED'STEP POOL'
(TYP.)
BEGIN
TRIB 2-1
INSTALLED'RIFFLE GRADE CONTROL'
(TYP.)
* RIFFLE REPAIRED
.••`'ZH CAR-",,
SEAL
�y 32733
^!
� •.��yAINTcE Q�
'7CHAEL�M,••••
RRO✓ECTENG/NEER
(1) 48" DIA. x 13' HDPE STREAM CULVERT —
(2) 12" DIA., 13' LONG FLOODPLAIN
CULVERTS (PEP)
*AGGRADATION
REMOVED
INSTALLED'LIVE LIFT'.
(TYP.)
END UTHC 1 -
BEGIN UTHC 2
END TRIB 3
ALL TOPOGRAPHIC AND FEATURE DATA
ARE BASED ON THE AS -BUILT SURVEY
COMPLETED ON DECEMBER 2019.
-40' -20' 0' 40' 80'
GRAPHIC SCALE
ADDITIONAL BANK J
GRADING / STABILIZATION
BANK GRADING / STABILIZATION
(TYP. ALL GREY AREAS)
2kkp0
26,00
w
w
0
0
200
$X
29+00
- INSTALLED'CASCADING RIFFLE'
(TYP.)
- END
TRIB 2
- INSTALLED'RIFFLE ENHANCEMENT'
(TYP.)
- INSTALLED'STEP POOL'
(TYP.)
- INSTALLED'RIFFLE GRADE CONTROL'
(TYP.)
*INSTALLED BOULDER SILL
AND REPAIRED RIFFLE AT CULVERT
STEP POOL'NOT INSTALLED EASEMENT
DUE TO BEDROCK CONSERVATION
W w
O 0
N
O O
00
Ox
00
1x
MATCHLINE - SEE SHEET 6
WETLAND'WC'
w
0
O
0
0
BEGIN
TRIB 3
Lu
I­_z
(f� J
Y Z
LLI 0
� a
U 0L oo
0 z
Q c
LLI z
O
J O
Wz
� o
N }
SITE PLAN
REACH:
T2, T3, & UTHC
HEET OF 14
RRO✓ECTSURI/EYOR

0 00 \
+ X
0 op
O
BEG
q a Ups' dC�
TRIB 5
d� dd
ALL EXISTING DEBRIS INSIDE
EASEMENT REMOVED
o a�
0
k
0
�� % cn
00 �
k
O
BEGIN Oc�
TRIB 5B
EXISTING OVERHEAD
UTILITIES TO BE RELOCATED
OUTSIDE OF EASEMENT
DURING MONITORING /
MAINTENANCE PERIOD.
`•�.�%rl CAIgQpike+
SEAL .:
32733
�.7,p
■..�yPINS -1s,'.
pp`l%
0
0
0
0
ALL TOPOGRAPHIC AND FEATURE DATA
ARE BASED ON THE AS -BUILT SURVEY
COMPLETED ON DECEMBER 2019.
BEGIN h p
TRIB 5A
INSTALLED ADDITIONAL
'RIFFLE ENHANCEMENT'
O
O O
f O
MATCHLINE - SEE SHEET 5
ADDITIONAL BANK
n GRADING / STABILIZATION
O
Z
N
m
0
z
m
v
m REMOVED BANK GRADING
m STABILIZATION
i
(1) 30" DIA. x 24' HDPE STREAM CULVERT
INSTALLED ADDITIONAL
'CASCADING RIFFLE'
00
x
O
p
o
^00
O
O � O
N
0
` END
TRIB 5B
INSTALLED'RIFFLE ENHANCEMENT'
(TYP.) INSTALLED ADDITIONAL
'RIFFLE ENHANCEMENT'
*STABILIZED HEADCUT VATH
'STEP POOL' AND'RIFFLE GRADE
CONTROL'
BANK GRADING / STABILIZATION
(TYP. ALL GREY AREAS)
-40' -20' 0' 40' 80'
GRAPHIC SCALE
BEGIN
32k00 TRIB 4
34+p0
1*1
1009+001NSTALLED'STEP POOL'
(TYP.)
xOp o
O
�p1p
0
T
INSTALLED'CASCADING RIFFLE'
(TYP.)
N
0
N
e W
s o:
INSTALLED'RIFFLE
GRADE CONTROL'. (TYP.)
INSTALLED'DITCH 2' RSC
(RELOCATED DOWN -
GRADIENT 45 FEET)
36+00
m
Op f'�
H
_
z
�
c
O
Y Z
o
pp RE -GRADED INCOMING
LLI
0
x DRAINAGE AND STABILIZED
SD WITH COIR MATTING
W I -
END
U <
O
TRIB 5
c� o
z
Q
0
0 W
N INSTALLED'LIVE LIFT'.
(TYP.)
J
z
0
o
w
L
z
Y
39+00 W
WETLAND
'WB'
DATE: APRIL 2020
s<uE: GRAPHIC
SITE PLAN
REACH:
SEE SHEET 7 T4, T5, T5A, T5B
MATCHLINE & UTHC
SHEET 6 OF 14
RRO✓ECTENG/N=R
RR0.1,f_CTSURVZ7Y0R

BEGIN -
TRIB 6A-1
BEGIN --_
TRIB 6A-2
STA 650+60
*'STEP POOL' -
REPAIRED
INSTALLED 10' WIDE
GRAVEL DRIVE
/BEGIN TRIB
STA 603+22
00,
(?09
00
x
`o
0
BEGIN -
TRIB 6-1
.•,'��H CAgQ'••,,
SEAL
_ p ; 32733 z
7 ►-
...N.... P
.,'47CHAEL 0 0
65 b-,_ p0
• 0x
so
9
*RIFFLE REPAIRED
0
0
0
OkLo
000
*FLOODPLAIN
EROSION
REPAIRED
- WETLAND END
'WE' TRIB 6A
INSTALLED'RIFFLE GRADE CONTROL'
(TYP.)
INSTALLED'STEP POOL'
(TYP.)
INSTALLED'CASCADING RIFFLE'
(TYP.)
(1) 30" DIA. x 24' HDPE STREAM CULVERT
(2) 12" DIA., 2 (PEP)LONG FLOODPLAIN
CULVER
-40' -20' 0' 40' 80'
GRAPHIC SCALE
BANK GRADING / STABILIZATION
(TYP. ALL GREY AREAS)
INSTALLED'LIVE LIFT'
(TYP.)
INSTALLED ADDITIONAL
'LIVE LIFTTHROUGH
NEW POOL SECTION —
CpNSFR�gTip�V 60gx00
EXISTING POND LEVEE F�SFMFjyT
REMOVED
* FLOODPLAIN
EROSION
REPAIRED
* RE -GRADED INCOMING -J,
SD
DRAINAGE AND STABILIZED
WITH COIR MATTING
ALL TOPOGRAPHIC AND FEATURE DATA
ARE BASED ON THE AS -BUILT SURVEY
COMPLETED ON DECEMBER 2019.
MATCHLINE - SEE SHEET 6
0
WETLAND
z
� 'WB'
o
x0
O
Q-
,P
00
END UTHC 2
BEGIN UTHC 3
REALIGNED THALWEG AND INSTALLED
LARGE POOL TO AID IN BEDROCK /
FLOODPLAIN TRANSITION.
('STEP POOL' AND'RIFFLE ENHANCEMENT'
ow
END REMOVED TO INSTALL LARGER POOL)
z�
TRIB 6A
aw
>z
0
a¢
❑
* RIFFLE REPAIRED
zF
�
AA�VDO
\
a
a
*STABILIZED
k00 0
BANK EROSION
A�
+
w
W¢a
U
z
a z
�
a
z0
a
oz
�af
I'
O
Z
< Q
b
Z�
W
tz z
W J
Y Z w
LI-I 0 U
of Q F
U f3f
2 O z
Q I-_
Lu
W z
J � �
J p
Wz
� o
}
SITE PLAN
REACH:
T6, T6A
& UTHC
SHEET 7 OF 14
PRO✓ECTENG/NEER
PRO✓ECTSURV,FYOR

MATCHLINE - SEE SHEET 9
�.••%'114 CAgo ••,,
z
?p -AQ i
�
co
'4t
_ SEAL _
INSTALLED'RIFFLE
OZ
CONTROL'
�y 32733 e ►
Aq
zo
e aPa'
j
(TYP.)GRA
END
�- �[rs
BANK BENCH REPAIRED w
+6S TRIB 9 /
p0 BEGIN
V)
z
�PIN�G!�� -�'` ti•
MP'�: `
-40' -20' 0' 40' 80'
Z
o
UTHC4-2
a Lu
'+ririll��t�t
GRAPHIC SCALE
BANK GRADING / STABILIZATION
(TYP. ALL GREY AREAS)
PRO✓ECTENG/NEER
EXCAVATED APPROX. 1FT
O
FROM POOL TO ENHANCE
EXISTING PROFILE
+
1 1
1
1 1
INSTALLED 'LIVE LIFT' O
BEGIN
* INSTALLED BOULDER SILL 1
(TYP.) 0
TRIB 9 -
AND REPAIRED RIFFLE AT 1
CULVERT
0
0
+
�
0
�u
ALL TOPOGRAPHIC AND FEATURE DATA
,n
z>
ARE BASED ON THE AS -BUILT SURVEY
aw
COMPLETED ON DECEMBER 2019.
* STABILIZED
0
5-
BANK EROSION
k
�o
s�
a�
of
zg
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DATE- APRIL 2020
K.E. GRAPHIC
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j
REACH:
T7, T9
& UTHC
SHEET s OF 14
MATCHLINE - SEE SHEET 7

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I DATE: APRIL 2020
u E: GRAPHIC
I I
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I I BANK GRADING / STABILIZATION // i REACH:
I I (TYP. ALL GREY AREAS - RED OUTLINE) / / UTHC
i
SHEET 9 OF 14

• � � • NqQ C970
SEAL e,
Cy ? 32733
�•. '�! • Q► -40' -20' 0' 40' 80' uj
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(TYP.) GRADE CONTROL'
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WETLAND 'WG' ALL TOPOGRAPHIC AND FEATURE DATA }
ARE BASED ON THE AS -BUILT SURVEY
COMPLETED ON DECEMBER 2019.
DATE- APRIL 2020
-LE. GRAPHIC
SITE PLAN
REACH:
T8 & T8A
SHEET 10 OF 14

STREAM ZONE:
STREAM ZONE
LIVE STAKES: 1.5' TO Z LENGTHS, 1/2' TO 2" DIAMETER,
PLANT AT S SPACING, RANDOM SPECIES PLACEMENT.
COMMON NAME SCIENTIFIC NAME
RIPARIAN FOREST PLANTING:
PLANTING ZONE 1 = 25.7 ACRES
12" - 18" BARE ROOT MATERIAL
968 STEMS/ACRE (9' X 5' SPACING), RANDOM SPECIES PLACEMENT
COMMON NAME
SCIENTIFIC NAME
STATUS
% OF TOTAL
# OF PLANTS
BLACK WILLOW
RIVER BIRCH
BETULA NIGRA
FACW
20
5,000
SILKY WILLOW
SILKY DOGWOOD
SWAMP CHESTNUT OAK
QUERCUS MICHAUXII
FACW
20
5,000
WILLOW OAK
QUERCUS PHELLOS
FAC
20
5,000
COMMON ELDERBERRY
AMERICAN SYCAMORE
PLATANUS OCCIDENTALIS
FACW
20
5,000
TULIP POPLAR
LIRIODENDRON TULIPIFERA
FACU
20
5,000
NOTE: NO SINGLE LIVE STAKING SPECIES
25,000
SHALL COMPOSE MORE THAN 40% OF THE TOTAL
NUMBER OF LIVE STAKES TO BE INSTALLED.
PLANTING ZONE 2 = 3.8 ACRES
12" - 18" BARE ROOT MATERIAL
968 STEMS/ACRE (9' X 5' SPACING), RANDOM SPECIES PLACEMENT
TULIP POPLAR
SOUTHERN RED OAK
WILLOW OAK
WHITE OAK
AMERICAN PERSIMMON
PIN OAK
LIRIODENDRON TULIPIFERA
QUERCUS FALCATA
QUERCUS PHELLOS
QUERCUS ALBA
DIOSPYROS VIRGINIANA
QUERCUS PALUSTRIS
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(SHEET 11 OF 14 1

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BELOW HALF BANKFULL)
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PLANTING NOTES:
UTHC: }
RIFFLES - 2 ROWS OF LIVE STAKES ON BOTH SIDES OF CHANNEL.
POOLS - NO LIVE STAKES ON INNER BENDS, 2 ROWS ON OUTER BENDS.
ALL OTHER TRIBUTARIES:
RIFFLES - 1 ROW OF LIVE STAKES ON BOTH SIDES OF CHANNEL.
POOLS - NO LIVE STAKES ON INNER BENDS, 1 ROWS ON OUTER BENDS. DATE: APRIL 2020
—LE: GRAPHIC
INSTALLED STAKES AT 3' SPACING.-100'-50' 0' 100' 200' CONSERVATION
EASEMENT PLANTING
LIVE STAKES PLAN
GRAPHIC SCALE
SCALE: NTS
SHEET 12 OF 14
PRO✓ECTSURI/EYOR

EASEMENT BOUNDARY MARKING
EASEMENT BOUNDARY MARKED WITH METAL
,•'`t�1 CAgQ'++,
POSTS AND CONSERVATION EASEMENT SIGNS
AT THE CORNERS AND AT A MINIMUM OF 100'
•--.�'•�'
INTERVALS ALONG THE BOUNDARY.
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O REBAR TALL DURABLE ITNESS POSTS AND CA
REBAR 30" IN LENGTH W1TH 3-114" ALUMINUM CAPS
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ON ALL EASEMENT CORNERS. CAPS SHALL MEET DMS
►M .7i
SPECIFICATIONS (BERNSTEN RBD53251MPRINTED WITH
NC STATE LOGO #B9087 OR EQUIVALENT). AFTER
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OF CONSERVATION EASEMENT. POSTS SHALL BE MADE
GRAPHIC SCALE
t,
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OF MATERIAL THAT WILL LAST A MINIMUM OF 20 YEARS.
THE PROVIDER SHALL ATTACH A CONSERVATION EASEMENT
SIGN TO EACH WITNESS POST AND PLACE ADDITIONAL SIGNS
AT NO MORE THAN 100-FOOT INTERVALS ON BOUNDARY LINES.
CONSERVATION EASEMENT = INSTALLED WOVEN WIRE FENCING
— — — — — CONSERVATION EASEMENT = DO NOT INSTALL WOVEN WIRE FENCING
PROJECTSURI/EYOR RROJECTENG/NEER
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DATE, APRIL 2020
SCALU GRAPHIC
BOUNDARY
MARKING PLAN
SHEET 13 OF 14

N
SEAL
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PRO✓ECTENG/NEER
-100'-50' 0' 100' 200'
GRAPHIC SCALE
EASEMENT BOUNDARY MARKING
EASEMENT BOUNDARY MARKED WITH METAL
POSTS AND CONSERVATION EASEMENT SIGNS
AT THE CORNERS AND AT A MINIMUM OF 100'
INTERVALS ALONG THE BOUNDARY.
O 6-FOOT TALL DURABLE WITNESS POSTS AND 5/8"
REBAR 30" IN LENGTH WITH 3-114" ALUMINUM CAPS
ON ALL EASEMENT CORNERS. CAPS SHALL MEET DMS
SPECIFICATIONS (BERNSTEN RBD53251 MPRINTED WITH
NC STATE LOGO #B9087 OR EQUIVALENT). AFTER
INSTALLATION, CAPS SHALL BE STAMPED WITH THE
CORRESPONDING NUMBER.
• 6-FOOT TALL DURABLE WITNESS POST ALONG BOUNDARY
OF CONSERVATION EASEMENT. POSTS SHALL BE MADE
OF MATERIAL THAT WILL LAST A MINIMUM OF 20 YEARS.
THE PROVIDER SHALL ATTACH A CONSERVATION EASEMENT
SIGN TO EACH WITNESS POST AND PLACE ADDITIONAL SIGNS
AT NO MORE THAN 100-FOOT INTERVALS ON BOUNDARY LINES.
CONSERVATION EASEMENT = INSTALLED WOVEN WARE FENCING
— — — — — CONSERVATION EASEMENT = DO NOT INSTALL WOVEN WARE FENCING
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