20190866 Ver 1_AsBuilt_2022_20220815

Mitigation Project Information Upload
ID#* 20190866
Version* 1
Select Reviewer: *
Erin Davis
Initial Review Completed Date 08/15/2022
Mitigation Project Submittal - 8/15/2022
..................................................................................................................................................................................................................................................................
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#:*
20190866
Existing ID#
Project Type:
Project Name:
County:
DMS Mitigation Bank
Huntsman
Wilkes
Document Information
Mitigation Document Type: *
Mitigation As -Built Plans
File Upload:
Signature
............................................
Print Name: *
Signature:*
Email Address: *
[e-mail]
Version:* 1
Existing Version
Huntsman_100123_AB_2022.pdf 11.32MB
Please upload only one PDF of the complete file that needs to be submitted...
Matthew Reid

oar ante BaPti4
07.4
New Castle
SITE
Huntsman Stream Mitigation Site
Record Drawing
Catawba County, North Carolina
Yadkin River Basin 03040102
for
NCDEQ
Division of Mitigation Services
Vicinity Map
Not to Scale
Stream Origins
Name
Northing
Easting
North Little Hunting Creek
875150
1428844
UT 1
877096
1429043
UT 2
874128
1429824
Rifle Tributary
87'1'1'13
1430197
Trapper Tributary
874452
1430094
Old Bus Branch
874715
1430204
Barn Branch
874755
1423951
Environmental
Quality
RECORD DRAWINGS
ISSUED AUGUST 2, 2022
Sheet Index
Title Sheet
General Notes and Symbols
Project Overview
Stream Plan and Profile
North Little Hunting Creek
UT1
UT2
Rifle Tributary and Trapper Tributary
Old Bus Branch
Barn Branch
Planting Plan
Fencing Plan
Project Directory
0.1
0.2
0.3
2.0-2.4
3.0
Engineering:
Wildlands Engineering, Inc
License No. F-0831
1430 South Mint Street, Suite 104
Charlotte, NC 28203
Aaron Earley, PE
704-332-7754
Surveying:
Turner Land Surveying
P.O. Box 148
Swannanoa, NC 28778
David S. Turner, PLS
919-827-0745
Owner:
Matthew Reid
NCDEQ
Division of Mitigation Services
1652 Mail Service Center
Raleigh, NC 27699
828-231-7912
DMS ID No. 100123
NCDEQ Contract No. 7891
USACE Action ID No. SAW-2019-00836
NC DWR No. 20190816
0111111!!/��1
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Pre -Construction Features
— — Pre -Construction Property Line
RAW Pre -Construction NCDOT Right of Way
OU OU OU Pre -Construction Overhead Utility Line
— — — TB TB — — — Pre -Construction Top of Bank
OUE OUE Pre -Construction Overhead Utility Easement
PP
Pre -Construction Utility Pole
X X X Pre -Construction Fence
\\\\\\\\\\k
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JIL AL AL AL AL AL Ail
Topographic Survey completed by Turner
Mapping and Surveying in March 2020. Parcel
Boundary survey completed by Turner Mapping
and Surveying in March 2020. Asbuilt survey
completed by Turner Mapping and Surveying in
May 2022.
Types of Constructed Riffles used at certain
locations may be modified at Engineer's
Discretion.
PROJECT NOTES:
1. DEVIATIONS FROM THE DESIGN WILL BE
SHOWN IN RED
Pre -Construction Storm Pipe
Pre -Construction Building
Pre -Construction Wetland
Pre -Construction Farm Road
Pre -Construction Rip Rap
Design Features
10+00
100
LOD LOD
Design Alignment
Design Bankfull
Design Major Contour (5' Interval)
Design Minor Contour
Design Limits of Disturbance
Design Structures
a0
0
Design Angled Log Drop
Design Log 1-hook
Design Log Vane
Design Rock Sill
Design Rock 1-hook
Design Structures
2
III II II
_LLLLLLLLLI
_LLLLLLLLLI
_LLLLLLLLLI
_LLLLLLLLLI
Design Various Constructed Riffles
Design Rock Cascade with Pools
Design Brush Toe
Design Vegetated Soil Lift
Design Rock Protection
Design BMP with Rock Weir Outlet
Design BMP - Rock Cascade with Pools
Design Culvert Crossing
Design Debris Removal
Design Additional Grading
Asbuilt Structures
Etr °4S a0
Asbuilt Various Constructed Riffles
Asbuilt Rock Cascade with Pools
Asbuilt Brush Toe
Asbuilt Vegetated Soil Lift
Asbuilt Rock Protection
Asbuilt Gravel Road
Asbuilt Features
Asbuilt Alignment
Asbuilt Bankfull
CE CE CE Recorded CE
Recorded Internal Crossing
Recorded Restrictive Covenant
Asbuilt Major Contour (5' Interval)
Asbuilt Minor Contour
Asbuilt Culvert
X X X Asbuilt Fence
CE IX
ino
CE IX
Asbuilt Structures
OHO
°moo
Asbuilt Angled Log Drop
Asbuilt Log 1-hook
Asbuilt Rock Sill
Asbuilt Boulder Toe
Monitoring Structures
PPG6
Photo Point
Permanent Vegetation Plot
Barotroll
Crest Gage
Monitoring Cross Section
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General Notes and Symbols
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0'
100'
STA: 200+00
UT1 REACH 1 - BEGIN RESTORATION
30' WIDE DUKE ENERGY .)'00 F
UTILITY EASEMENT
(DB 0602, PG 329)
150' 200'
(HORIZONTAL)
12
oo
oo \ v�FF
\O0 O\
STA: 214+84
UT1 REACH 1 - END RESTORATION
UT1 REACH 2 - BEGIN RESTORATION
N/F
JERRY A.
and
DEBRA LYNN JOHNSON
D.B. 0668, PG. 110
PIN: 4827-97-1278
N/F
SHELOMA JOHNSON
D.B. 0851, PG. 0469
PIN: 4827-86-2875
00
N/F
JERRY A.
a nd
DEBRA LYNN JOHNSON
D.B. 0621, PG. 14
PIN: 4827-96-5044
STA: 217+98
OJ�OJ, UT1 REACH 2 - END RESTORATION
/o O3 UT1 REACH 3 - BEGIN RESTORATION
a /
STA: 220+21
UT1 REACH 3 - END RESTORATION
0(
N/F
JERRY A.
a nd
DEBRA LYNN JOHNSON
D.B. 0653, PG. 160
PIN: 4827-95-0384
STA: 100+37
NORTH LITTLE HUNTING CREEK
BEGIN REACH 1 - RESTORATION
N/F
WILLIAM JODY GRAY
D.B. 1087, PG. 105
PIN: 4827-75-8017
30' WIDE DUKE ENERGY
UTILITY EASEMENT
(DB 0194, PG 054)
N/F
5. MARK
a nd
MICHELLE R. CASS
D.B. 0723, PG. 527
PIN: 4827-95-4754
szs
MIKE
and
PHYLLIS HILL
D.B. 0775, PG. 0423
PIN: 4837-06-1521
STA: 107+87
NORTH LITTLE HUNTING CREEK
END REACH 1 - RESTORATION
BEGIN REACH 2 - RESTORATION
N/F
JERRY A.
a nd
DEBRA LYNN JOHNSON
D.B. 0986, PG. 193
PIN: 4827-94-1858
0 \e/
\G G\z"O
F.
N/F
JERRY A.
a nd
DEBRA LYNN JOHNSON
D.B. 0653, PG. 160
PIN: 4827-84-8574
N/F
FLOSSIE JOHNSON
PIN: 4837-05-5574
STA: 118+80
NORTH LITTLE HUNTING CREEK
END REACH 2 - RESTORATION
STA: 307+30
UT2 REACH 4- END RESTORATION
STA: 312+06
UT2 REACH 3 - END RESTORATION
UT2 REACH 4 - BEGIN RESTORATION
3
STA: 300+00
UT2 REACH 1- BEGIN
ENHANCEMENT II
N/F
FLOSSIE JOHNSON
PIN: 4837-05-5292
STA: 306+37
UT2 REACH 2 - END RESTORATION
UT2 REACH 3 - BEGIN RESTORATION
00
N/F
CAROL KURFEY
D.B. 0751, PG. 0048
PIN: 4827-82-6564
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Project Overview
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3T
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DESIGN
GRADE
\
/
—
AS -BUILT
GRADE
STA: 100+37
NORTH LITTLE HUNTING CREEK
BEGIN REACH 1 - RESTORATION
STA: 100+19
RIFFLE MATERIAL ADDED
FOR STREAM STABILITY
STA: 100+45
ROCK ADDED TO
STABILIZE DITCH
STA: 103+10
NORTH LITTLE HUNTING CREEK
INTERNAL CROSSING
<<NORTH LITTLE HUNTING CR�—
toe,
D
GATE
Q
-- - -______---____ LOD
1 O0------- ----------------- LOD LODO
- -- � too I I I
zoo LOD
STA: 103+51
BOULDER TOE ADDED
FOR BANK STABILITY
STA: 103+43
NORTH LITTLE HUNTING CREEK
INTERNAL CROSSING
LOD
LOD
vole
Its
11\1.2.3
��1.2.4
1.2.5
1.1.2 ! 1.1.4
MIME
'�;3rei
.4
1.3.3
1.3.2 �1.4.1
�
Sheet Index
1.2.1
1.2.2
1.1.3
e
Cxe
1.6.1
1.3.1
1.1.5
1.5.1
Cn

1125
1120
1115
1110
1105
-1POOL
SEDIMENT ACCUMULATED IN
WILL CLEAR AS THE
FLOODPLAIN
N
STABILIZES
/
1\
/
--
_
/
\
\\
\
\\
/
/
\
//
\
\
/
—
\
\
/
/
DESIGN
GRADE
AS
BUILT
GRADE
104+00
D
104+50
X1 1120
X 3�=
--
105+00
REEK I LOD _ LOD — LOD
106+00
107+00
107+50
/
1125
1120
1115
1110
1105
107+80
,Ar
0'
0'
2'
(VERTICAL)
20'
(HORIZONTAL)
Sheet Index
1.2.1
6'
60'
•
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LOD — LOD
105+50
33
LOD — LO
16
106+50
-------- BT'-----
GATE
4'
40'
1.3.1
1.5.1

BUILT
GRADE
\\
AS
".2.
//
\
`
DESIGN
GRADE
\\
\
107+80 108+00
108+50
STA: 107+92
NORTH LITTLE HUNTING CREEK
INTERNAL CROSSING
1 4, ( d / 1'�. \
STA: 107+87
NORTH LITTLE HUNTING CREEK
END REACH 1 - RESTORATION
BEGIN REACH 2 - RESTORATION
UT1 CONFLUENCE
0/ /
E,� 3� --X
109+00
STA: 108+52
NORTH LITTLE HUNTING CREEK
INTERNAL CROSSING
j' ID
110+50
111+00
111+50
112+00
112+30
(VERTICAL)
Sheet Index
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m
X 30 X 30X
109+50
110+00
NORTH LITTLE HUNTING CREEK
X32

-
-\
___,..--------:"----/
AS BUILT
GRADE
DESIGN
GRADE
--- -------------------------
----------------
--------------------------------------------------------
STA: 115+75
NORTH LITTLE HUNTING CREEK
UT2 CONFLUENCE

1100
POOL
FLOODPLAINWI
ACCUMULATED
WILL
CLEAR
STABILIZES
AS THE
SEDIMENT
IN
POOLOOLWILL
FLOODPLAIN
CLEAR
STABILIZES
IN
AS THE
SEDIMENTACCUMULATED
/
--
_
/
-------
/
1
/�
1
-
/
DESIGN
GRADE
—/1>‘
--
—J/
AS -BUILT
GRADE
116+30
116+50
117+00
1120-
ELL ELL ELL ELL
-1115
STA: 118+07
STONE ADDED TO
STABILIZE CHANNEL
117+50
0
0
J
(VERTICAL)
Sheet Index
1.2.1
1.2.2
4.
1.1.4
118+00
STA: 118+20
LOG 1-HOOK, BOULDER TOE, AND
GEOLIFT REPLACED ROCK 1-HOOK
FOR ADDED STABILITY
118+50
119+00
STA: 118+80
NORTH LITTLE HUNTING CREEK
END REACH 2 - RESTORATION
118+94
STA: 118+68
RIFFLE ADDED FOR
STREAM STABILITY
1.3.1
1.1.5
0
0
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Lc)

1175
1170
1165
1160
1155
N
N
N
N
\
\
\/
/
/ `--
-.
\
\
/
/
N
N.
N
\—
\ /
\
\
DESIGN
GRADE
\/
\
e
/ \
/\
\/
\
1--
...,
..,
e
i
AS
-BUILT
GRADE
200+00
200+50
201+00
201+50
202+00
202+50
203+00
203+50
1175
1170
1165
1160
1155
204+00
0' 2' 4' 6'
(VERTICAL)
0' 20' 40' 60'
(HORIZONTAL)
O
STA: 200+00
UT1
BEGIN REACH 1 - RESTORATION
O>
Op
Op
LOD
'vU
STA: 200+66
LOG SILL MOVED UPSTREAM
FOR ADDITIONAL GRADE STABILITY
AND CHANGED TO ROCK SILL FOR
HABITAT DIVERSITY
SEE NOTE 1
--!SEE NOTE 1
SEE NOTE 1
, SEE NOTE 1
STA: 200+12
RIFFLE ADDED FOR
STREAM STABILITY --:
LOD
LOD
LOD
LOD
STA: 202+44
LOG SILL ADDED FOR
STREAM STABILITY
LOD
LOD LOD LOD
-------------
p> QO,�Go,/-00T00T�0
Op, pp��p01/
co,
0) GOB/
NOTES:
1. SURVEYED SILLS ARE PART OF THE
ORIGINALLY DESIGNED ROCK CASCADE
WITH POOLS AT STA: 201+54, STA: 201+69,
STA: 201+85, AND STA: 202+00
Sheet Index
Cr)
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1165
1165
0' 2' 4'
6'
1160
1155
1150
1145
/
/
/—
/
DESIGN GRADE
AS BUILT GRADE
/
204+00
204+50
205+00
205+50
206+00
206+50
207+00
207+50
208+00
1160
1155
1150
1145
208+50
0'
20'
(VERTICAL)
40'
60'
(HORIZONTAL)
2
LOD
I
\p0
\p0
\p0
UT1
STA: 207+30
ROCK ADDED TO
STABILIZE DITCH
001 001
001
001/
001
001
001
0
CG3
/I
+ —
CO
0O7 —' w-=
007
`O07 I J
Sheet Index
01_
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---
\
\
\\/
/
\
`
//`—
/
/-
\r/
/ \
\
\
AS -BUILT
GRADE
\
1
\l
\
\
DESIGN
GRADE
—
\
\
\l
1
\
208+50
209+00
209+50
ROCK ADDED TO
STABILIZE DITCH
ROCK ADDED TO
STABLIZE DITCH
210+00
210+50
93A
211+00
211+50
SEE NOTE 1
GRASS SWALE INSTALLED
TO STABILIZE DITCH
212+00
STA: 212+12
LOG SILL ADDED FOR
STREAM STABILITY j
1160 0'
0'
1155
1150
1145
1140
212+50
(VERTICAL)
20' 40' 60'
NOTES:
1. SURVEYED SILLS ARE PART OF THE
ORIGINALLY DESIGNED ROCK CASCADE
WITH POOLS AT STA: 210+94, STA:
211+11, STA: 211+30, STA: 211+47, STA:
211+65, STA: 211+82, AND STA: 212+00
(HORIZONTAL)
Sheet Index

1145
1145
0' 2' 4' 6'
(VERTICAL)
1140
1135
1130
1125
FARM CROSSING WITH 85" X 44"
ENVIROSPAN BOTTOMLESS CULVERT
INSTALLED INSTEAD OF CMP CULVERT
N v
AS -BUILT GRADE
DESIGN GRADE
\\I
212+50
00-1
oo
213+00
EAT
oo
X
213+50
214+00
214+50
STA: 214+16
BRUSH TOE REPLACED GEOLIFT
DUE TO EXTRA AVAILABLE MATERIAL
__________________
c-t_CYE
Xl3-----
VLIE >n >n >n >n Jn �11gs
STA: 214+33
'm` 'm` 'm` 'm` 'm` UT1
BEGIN INTERNAL CROSSING
STA: 214+38
RIFFLE MATERIALS ADDED
00 FOR STREAM STABILITY ,
O
Oj
\Oo7
007
ti
UT1
ELL ELL ELL ELL
0
215+00
Dot
215+50
STA: 214+78
RIFFLE MATERIAL ADDED
-- FOR STREAM STABILITY
215+00
STA: 214+94
BRUSH TOE AND LOG SILL REPLACED
ROCK TOE AND ROCK SILL DUE
TO EXTRA AVAILABLE MATERIAL
STA: 214+84
UT1
END REACH 1 - RESTORATION
BEGIN REACH 2 - RESTORATION
END INTERNAL CROSSING
001
p01
216+00
1140
1135
1130
1125
216+50
STA: 216+33
LOG SILL REPLACED ROCK
SILL FOR HABITAT DIVERSITY
216+00
L.0;
Q=
In
0' 20' 40' 60'
(HORIZONTAL)
Sheet Index
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\\
N.
N.
`
SEDIMENT ACCUMULATED IN
POOLS W LL CLEAR AS THE
FLOODPLAIN STABILIZES
\ /_--.
\
\/
,,
/
\---.\
\✓
r .
\
\
\
/�
PROFILE
STA: 219+94
- STA:
ADJUSTED
220
TON
EXISTING
36" CMP
\/
\\
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/
"�
r THE TIE-IN ELEVATION
NORTH LITTLE HUNTING C
L
—
f
\`\
\\—��
DESIGN
GRADE
AS BUILT
GRADE
STA: 217+28
UT1
/ EASEMENT BREAK
STA: 217+16
RIFFLE MATERIAL ADDED
FOR STREAM STABILITY
iLD
7 <
NI,;,
STA: 216+72
LOG SILL REPLACED
ROCK SILL FOR DIVERSITY
yr
z
18" HDPE
INV. = 1124.51
36" CMP
INV. = 1123.17
STA: 217+98
UT1
END REACH 2 - RESTORATION
BEGIN REACH 3 - RESTORATION
STA: 219+27
LOG J-HOOK REPLACED
LOG VANE FOR ADDITIONAL
GRADE CONTROL
STA: 219+81
ROCK SILL REPLACED J
LOG SILL FOR DIVERSITY
STA: 220+21 '
END UT1 REACH 3
RESTORATION
Sheet Index
1.2.1
1.3.1
1.5.1
rt
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0' 4' 8' 12'
1190
1185
1180
1175
1170
1165
1160
1155
1150
PRE -CONSTRUCTION GRADE
AS BUILT GRADE
NN\
'4\\
FARM CROSSING WITH 85" X 44"
ENVIROSPAN BOTTOMLESS CULVERT
INSTALLED INSTEAD OF CMP CULVERT
DESIGN GRADE
300+00
300+50
301+00
301+50
302+00
302+50
303+00
303+50
1190
1185
1180
1175
1170
1165
1160
1155
1150
304+00 304+20
(VERTICAL)
0' 20' 40' 60'
(HORIZONTAL)
300+00
STA: 300+00
UT2
BEGIN REACH 1 - ENHANCEMENT II
X 3D
X 3D
X 3D
CEX
-
-TB_
CEY
CEE �X
CE X
CE X
TB PP15
— --301— Tg
CE X
Tg
0L— 91_-
81
81
0
SEE NOTE 1
STA: 303+00
UT2
END REACH 1 - ENHANCEMENT II
BEGIN INTERNAL CROSSING
SEE NOTE 1
SEE NOOTEE11
SEE NOTE 1
_/ SE ENOTE 1
SEE NOTE 1
SEE NOTE 1
SEE NOTE 1
00
0
0
0
GATE
31VD
X
STA: 303+50
UT2
BEGIN REACH 2 - RESTORATION
END INTERNAL CROSSING
EE NOTE 1
EE NOTE 1
304+00
STA: 303+47
ROCK SILL INSTALLED
FOR STREAM STABILITY
STA: 303+33
ROCK SILL INSTALLED
FOR STREAM STABILITY
O
N
+
W
U
H
2
NOTES:
1. SURVEYED SILLS ARE PART OF THE
ORIGINALLY DESIGNED ROCK CASCADE
WITH POOLS AT STA: 301+64, STA:
301+83, STA: 301+99, STA: 302+11, STA:
302+27, STA: 302+42, STA: 302+59, STA:
302+73, STA: 303+05, STA: 303+63, STA:
303+79, STA: 303+94, AND STA: 304+20
Sheet Index
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0' 4' 6' 12'
1155
1150
1145
1140
1135
1130
1125
DESIGN GRADE
AS BUILT GRADE
\
i
304+20
304+50
305+00
305+50
306+00
306+50
307+00
307+50
308+00
1155
1150
1145
1140
1135
1130
1125
308+50
(VERTICAL)
0' 20' 40' 60'
(HORIZONTAL)
, SEE NOTE 1
Ar-
:,a r
EE NOTE 1
SEE NOTE 1
ECQ
ELLEa. a. a.
a. a. a.L L
SEE NOTE 1
STA: 306+37
UT2
END REACH 2 - RESTORATION
BEGIN REACH 3 - RESTORATION
RIFLE TRIBUTARY CONFLUENCE
SEE NOTE 1
SEE NOTE 1
STA: 307+50
RIFFLE WAS ADDED
FOR STREAM STABILITY
NOTES:
1. SURVEYED SILLS ARE PART OF THE ORIGINALLY
DESIGNED ROCK CASCADE WITH POOLS AT STA:
304+41, STA: 304+59, STA: 304+79, STA:
305+00, STA: 305+26, STA: 305+49, STA:
305+65, STA: STA 305+81, STA: 305+95, AND
STA: 306+18
\
\
\
\
\
\
SEE NOTE 1
,lam
STA: 308+45
ROCK SILL MOVED UPSTREAM IN
-aa PLACE OF LOG SILL FOR STABILITY
PP19'i
STA: 306+89
UT2
OLD BUS BRANCH CONFLUENCE
O°
\
\
\
\
Sheet Index
.2.1
1.1.5
1.5.1
\\`\0�\U llllll/r� //
•
W°4.d o�%�
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1111111111.\
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0'
2' 4' 6'
1130
1125
1120
1115
1110
DESIGN GRADE
\
AS -BUILT GRADE
308+50
309+00
309+50
310+00
310+50
311+00
311+50
312+00
1130
1125
1120
1115
1110
312+50
0'
(VERTICAL)
20' 40' 60'
(HORIZONTAL)
RAE
•
THE RAE
LL ELL
RAE
ELL ELL
ELL ELL
ELL 4--LL ELL
N
309+00 =-
VFr
VP11
RAE
RAE
RAE
EtH
STA: 310+71
LOG 1-HOOK INSTALLED
INSTEAD OF LOG VANE FOR
ADDITIONAL GRADE CONTROL
82
0
STA: 311+10
UT2
BARN BRANCH CONFLUENCE
31V9
PP20
4
C6-
/
C6-
/
i 1
STA: 312+06
UT2
END REACH 3 - RESTORATION
BEGIN REACH 4 - RESTORATION
ELL ELL ELL ELL
LEL
[L ELL ELL ELL ELL ELL _
ML ML ML ML ML
ELL ELL ELL ELL ELL
ML ML ML ML ML
ELL ELL
ELL ELL ELL
ELL ELL ELL ELL
,ul, /\
l 9fnj „//ice ,fF
��2 5° �P,
SAP;
Sheet Index
u

1125
1125
0' 2' 4'
6'
(VERTICAL)
1120
1115
1110
1105
\//
DESIGN GRADE
1
AS -BUILT GRADE
312+50
313+00
313+50
314+00
314+50
315+00
315+50
316+00
316+50
317+00
1120
1115
1110
1105
317+30
0' 20' 40' 60'
(HORIZONTAL)
>�q
A,
aiLL I
,II,VP12,II,
A
PP21
UT2
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93N
VP3
me
PP22
y
7
vEG
STA: 317+28
END UT2
LOD RESTORATION
LOD RaD
STA: 317+34
NORTH LITTLE HUNTING CREEK
UT2 CONFLUENCE
>u�
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.73
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STA: 70+00
BEGIN TRAPPER TRIBUTARY
ENHANCEMENT II
1150
1145
1140
1135
1130
7_
1
PRE -CONSTRUCTION GRADE
STA: 251+47 - STA: 252+47
PROFILE ADJUSTMENT DUE TO
CHANGE IN TOPOGRAPHY FROM THE
EXISTING CONDITIONS SURVEY
�\ r
J r�
AS -BUILT GRADE
DESIGN GRAD
250+00
LL ,uL °x0O. ,ALL ,ALL ,ALL ,ALL ,ALL ,ALL ,ALL ,ALL ,ALL ,ALL ,
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250+50
251+00
,A, ,A, ,A, ,A, ,A, ,A, ,A, ,ul, 70+41,u1, ,A, ,A, ;u�,A, ,A, ,A, ,A, ,A, ,A, ,A, ,A, ,A, ,A, ,A, A
0„1
001
STA: 70+41
END TRAPPER TRIBUTARY
ENHANCEMENT II
/
aiL a
STA: 250+00
BEGIN RIFLE TRIBUTARY
ENHANCEMENT II
//N
MP REDESIGNED AS A STEP POOL
STORMWATER CONVEYANCE
PRIOR TO CONSTRUCTION
X
251+50
252+00
252+50
, STA: 251+47 ,m. ,m. ,m. ,m. ,m.
RIFLE TRIBUTARY
BEGIN PROFILE REVISION
aD
1150
1145
1140
1135
1130
252+70
�' 1 ��= Sheet Index
0' 1' 2' 3'
(VERTICAL)
0' 10' 20' 30'
(HORIZONTAL)
4%mill.111
STA: 252+45
END RIFLE TRIBUTARY
ENHANCEMENT II
,aa
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2.5
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1.2.3
1.1.4
1.1.5
1.5.1
Rifle and Tr
rl

STA: 260+25
END BMP
I BEGIN OLD BUS BRANCH
RESTORATION
STA: 260+09
ROCK SILL ADDED TO BMP FOR
ADDITIONAL GRADE CONTROL
STA: 260+87
OLD BUS BRANCH
BEGIN RESTORATION CREDIT
STA: 261+75
END OLD BUS BRANCH
RESTORATION
NOTES:
1. SURVEYED SILLS ARE PART OF THE
ORIGINALLY DESIGNED ROCK CASCADE
WITH POOLS AT STA: 260+36, STA:
260+47, STA: 260+55, STA: 260+69, STA:
260+81, STA: 260+93, STA: 261+04, STA:
261+17, STA: 261+28, STA: 261+41, AND
STA: 261+54

DESIGN GRADE
olo
EAT EAT LILL
LILL EAT EAT
/ STA: 280+00
/ BEGIN BARN BRANCH
RESTORATION
SEDIMENT
ACCUMULATED
IN
POOL
FLOODPLAIN
WILL CLEAR
AS
STABILIZES
THE
N
1
/
V
\
/x.
\
>
•
SEDIMENTACCUMU
POOL
FLOODPLAIN
WILL
CLEAR
STABILI;
AS
\
/ ,
NN
^
GRADE
N. N.AS-BUILT
280+00
280+50
281+00
281+50
282+00
282+50
1135 0'
1130
1125
ATED IN
THE
ES
283+00
STA: 282+89
END BARN BRANCH D
RESTORATION
(VERTICAL)
20' 40' 60'
(HORIZONTAL)
Sheet Index

Note:
Permanent Riparian seeding in
all disturbed areas within
Conservation Easement
Open Riparian Buffer Planting Zone
Buffer Planting Zone
Open/Graded Bare Roots
Species
Common Name
Indio.
Spacing
Min. Caliper
Size
Stratum**
# of Stems
Wetland
Indicator
Status
Platanus occidentalis*
Sycamore
6-8 ft.
0.25" - 1.0"
Canopy
15%
FACW
Betula nigra*
River birch
6-8 ft.
0.25" - 1.0"
Canopy
15%
FACW
Nyssa sylvatica
Black gum
6-8 ft.
0.25" - 1.0"
Canopy
5%
FAC
Fagus grandifolia
American beech
6-8 ft.
0.25" - 1.0"
Canopy
5%
FACU
Quercus rubra
Northern red oak
6-8 ft.
0.25" - 1.0"
Canopy
5%
FACU
Ulmus americana*
American elm
6-8 ft.
0.25" - 1.0"
Canopy
5%
FACW
Ulmus rubra
Slippery elm
6-8 ft.
0.25" - 1.0"
Subcanopy
5%
FAC
Acer negundo*
Boxelder
6-8 ft.
0.25" - 1.0"
Subcanopy
10%
FAC
Cornusflorida
Flowering dogwood
6-8 ft.
0.25" - 1.0"
Subcanopy
5%
FACU
Diospyros virginiana
Persimmon
6-8 ft.
0.25" - 1.0"
Canopy
10%
FAC
Calycanthusfloridus*
Sweetshrub
6-8 ft.
0.25" - 1.0"
Shrub
5%
FACU
Lindera benzoin
Spicebush
6-8 ft.
0.25" - 1.0"
Shrub
5%
FAC
Asimina triloba
Pawpaw
6-8 ft.
0.25" - 1.0"
Shrub
5%
FAC
Quercus alba
White oak
6-8 ft.
0.25" - 1.0"
Canopy
5%
FACU
*Species to be planted in wetter portions of the site
100%
** Only canopy species are subject to monitoring height requirements.
Shaded Riparian Buffer Planting Zone
Buffer Planting Zone
Shaded Bare Roots
Species
Common Name
Indio.
Spacing
Min. Caliper
Size
Stratum**
# of Stems
Wetland
Indicator
Status
Platanus occidentalis
Sycamore
6-8 ft.
0.25" - 1.0"
Canopy
15%
FACW
Betula nigra
River birch
6-8 ft.
0.25" - 1.0"
Canopy
15%
FACW
Liriodendron tulipifera
Tulip poplar
6-8 ft.
0.25" - 1.0"
Canopy
2%
FACU
Carpinus caroliniana
American hornbeam
6-8 ft.
0.25" - 1.0"
Subcanopy
5%
FAC
Diospyros virginiana
Persimmon
6-8 ft.
0.25" - 1.0"
Canopy
5%
FAC
Nyssa sylvatica
Black gum
6-8 ft.
0.25" - 1.0"
Canopy
10%
FAC
Euonymus americana
American strawberry bush
6-8 ft.
0.25" - 1.0"
Shrub
3%
FAC
Calycanthusfloridus
Sweetshrub
6-8 ft.
0.25" - 1.0"
Shrub
5%
FACU
Hamamelis virginiana
Witch hazel
6-8 ft.
0.25" - 1.0"
Shrub
5%
FACU
Quercus rubra
Northern red oak
6-8 ft.
0.25" - 1.0"
Canopy
10%
FACU
Fagus grandifolia
American beech
6-8 ft.
0.25" - 1.0"
Canopy
5%
FACU
Quercus alba
White oak
6-8 ft.
0.25" - 1.0"
Canopy
10%
FACU
Lindera benzoin
Spicebush
6-8 ft.
0.25" - 1.0"
Shrub
5%
FAC
Cornusflorida
Flowering dogwood
6-8 ft.
0.25" - 1.0"
Subcanopy
5%
FACU
** Only canopy species are subject to monitoring height requirements.
100%
Permanent Seeding
Buffer Planting Zone
Riparian Seed Mix
Species
Common Name
Stratum
Density
(Ibs/acre)
Wetland
Indicator
Status
Panicum rigidulum
Redtop Panicgrass
Herb
1
FACW
Chasmanthium latifolium
River Oats
Herb
1
FACU
Elymus virginicus
Virginia Wild Rye
Herb
3
FACW
Dichanthelium clandestinum
Deertongue
Herb
3
FAC
Sorghastrum nutans
Indiangrass
Herb
3
FACU
Schizachyrium scoparium
Little Bluestem
Herb
2
FACU
Panicum virgatum
Switchgrass
Herb
1
FAC
Rudbeckia hirta
Blackeyed Susan
Herb
1
FACU
Bidens aristosa
Showy Tickseed Sunflower
Herb
1
FACW
Helianthus angustifolius
Narrowleaf Sunflower
Herb
0.6
FACW
Coreopsis lanceolata
Lanceleaf Coreopsis
Herb
1
FACU
Chamaecrista fasciculata
Partridge Pea
Herb
1
FACU
Heliopsis helianthoides var. helianthoides
Oxeye Sunflower
Herb
1
FACU
Juncos tenuis
Path Rush
Herb
0.4
FAC
Total
20
Disturbed areas outside easement.
41/4 11 11 11 "
41/4 11 11 11 "
Streambank Planting Zone
Buffer Planting Zone
Streambank Planting
Species
Common Name
Indio.
Spacing
Min. Caliper
Size
Stratum
# of
Stems
Wetland
Indicator
Status
Streams> 8' Bankfull Width
Salix nigra
Black Willow
2-8 ft
0.5"-1.5" cal
Shrub
14%
OBL
Corpus amomum
Silky Dogwood
2-8 ft
0.5"-1.5" cal
Shrub
24%
FACW
Salixsericea
Silky Willow
2-8 ft
0.5"-1.5" cal
Shrub
33%
OBL
Physocarpus opulifolius
Ninebark
2-8 ft
0.5"-1.5" cal
Shrub
14%
FACW
Sambucus canadensis
Elderberrry
2-8 ft
0.5"-1.5" cal
Shrub
15%
Streams < 8' Bankfull Width
Corpus amomum
Silky Dogwood
2-8 ft
0.5"-1.5" cal
Shrub
24%
FACW
Salixsericea
Silky Willow
2-8 ft
0.5"-1.5" cal
Shrub
33%
OBL
Physocarpus opulifolius
Ninebark
2-8 ft
0.5"-1.5" cal
Shrub
14%
FACW
Sambucus canadensis
Elderberrry
2-8 ft
0.5"-1.5" cal
Shrub
15%
FAC
Alms see rulete
Tng Alder
2 8 ft
0.5" 1.5" col
Shrub
15A
OBL
Salix nigra
Black Willow
2-8 ft
0.5"-1.5" cal
Shrub
14%
OBL
Plugs
Juncos effusus
Common Rush
3-5 ft
1.0"-2.0" plug
Herb
40%
FACW
Carex lupulina
Hop Sedge
3-5 ft
1.0"-2.0" plug
Herb
15%
OBL
Scirpus cyperinus
Woolgrass
3-5 ft
1.0"-2.0" plug
Herb
15%
FACW
Carex crinita
Fringed Sedge
3-5 ft
1.0"-2.0" plug
Herb
15%
OBL
Carex lurida
Lurid Sedge
3-5 ft
1.0"-2.0" plug
Herb
15%
OBL
Temporary Seeding
Approved Date
Jan 1 - May 1
Winter Oats (Avena Sativa)
55
Rye Grain (Secale cereale)
120
Ladino Clover (Trifolium repens)
5
Medium Red Clover (Trillium
pretense)
5
SoluCal Humic Plus
200
Neem Seed Meal
200
Fertoz 0-20-0
200
Straw Mulch
4000
May 1 - Aug 15
German Millet (Setaria italica)
40
Buckwheat (Fagopyrum esculentum)
40
SoluCal Humic Plus
200
Fertoz 0-20-0
200
Neem Seed Meal
200
Straw Mulch
4000
Aug 15 - Dec 30
Winter Oats (Avena Sativa)
55
Medium Red Clover (Trillium
pretense)
5
Ladino Clover (Trifolium repens)
5
Neem Seed Meal
200
SoluCal Humic Plus
200
Fertoz 0-20-0
200
Straw Mulch
4000
Pasture Seeding
Pasture Seeding
Pure Live Seeding (501bs/acre)
Species Name
Common Name
Density(Ibs/acre)
Wetland
Indicator
Status
Doctylis glomerate
Orchard Grass
33
FACU
Trifolium pretense
Medium Red Cover
5
FACU
Trifolium repens
White Ladino Cover
5
FACU
Poepratensis
Kentucky Bluegrass
7
FACU
Total Planted Area: 24 acres
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RESTRICTIVE COVENANT FENCING
N/F
WILLIAM JODY GRAY
D.B. 1087, PG. 105
PIN: 4827-75-8017
N/F
JERRY A.
and
DEBRA LYNN JOHNSON
D.B. 0668, PG. 110
PIN: 4827-97-1287
o4
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N/F
JERRY A.
and
DEBRA LYNN JOHNSON
D.B. 0653, PG. 160
PIN: 4827-84-8574
Ay
N/F
JERRY A.
and
DEBRA LYNN JOHNSON
D.B. 0621, PG. 14
PIN: 4827-96-5044
\ADO
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UTILITY EASEMENT
(DB 0602, PG 329)
N/F
WILLIAM JODY GRAY
D.B. 1087, PG. 105
PIN: 4827-75-8017
N/F
JERRY A.
and
DEBRA LYNN JOHNSON
D.B. 0653, PG. 160
PIN: 4827-95-0384
' 14/
30' WIDE DUKE ENERGY
UTILITY EASEMENT
(DB 0194, PG 054)
N/F
S. MARK
a nd
MICHELLE R. CASS
D.B. 0723, PG. 527
PIN: 4827-95-4754
N/F
JERRY A.
and
DEBRA LYNN JOHNSON
D.B. 0653, PG. 160
PIN: 4827-84-8574
SEE RESTRICTIVE COVENANT FENCING
INSET FOR FENCE CONTINUATION
N/F
JERRY A.
and
DEBRA LYNN JOHNSON
D.B. 0986, PG. 193
PIN: 4827-94-1858
0'
100'
(HORIZONTAL)
150' 200'
u
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HUNTSMAN STREAM
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CHARLOTTE, NC 28203 O z N
SITE [phone] x109 zz }ca'
ahliAS-BU1LT SURVEY PERFORMED BY ( 3
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C5R TURNER LAND SURVEYING, PLLC
L,4i�<E N2 3A 1 APRIL-MAY 2022
'R� �%//%I # i/- i z
SHEET 2A �� ~
(4 o-, / 1 ! IsJI w
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, „ = ce
DELIVERANCE
BAPTIST CH. RD• / z = CI
a Q
VICINITY MAP 4
o°° LEGEND: U
NOT TO SCALE l SHEET 2 B o
r'�Q - • - • - • - THALWEG �„ a-,A!,
E ' `;
I, DAVID S. TURNER, AS A DULY REGISTERED PROFESSIONAL LAND 0z - - TOP OF BANK/TERRACE o ;,
SURVEYOR IN THE STATE OF NORTH CAROLINA, HEREBY CERTIFY THAT THE z BANK TOE/TERRACE TOE }
DATA SHOWN ON THIS DRAWING, WAS OBTAINED UNDER MY SUPERVISION, 1,;,. .,
IS AN ACCURATE AND COMPLETE REPRESENTATION OF WHAT WAS i AS-BUILT SURVEY LIMITS ' ='
CONSTRUCTED IN THE FIELD, AND THAT THE PHYSICAL DIMENSIONS OR - cc
ELEVATIONS SHOWN THUS ARE AS-BUILT CONDITIONS EXCEPT WHERE l FARM PATH _
OTHERWISE NOTED HEREON. WITNESS MY ORIGINAL SIGNATURE, t 4 . M x
SHEET 3A FENCELINE
REGISTRATION NUMBER, AND SEAL THIS 22nd DAY OF JUNE 2022. UT1---____.6...._ z
\��.���,�; ►caor'r�,. �� �- GATE 0
' .• CONTOURS
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TREELINE
DAVID S. TURNER, P .S. #L-4551 - SEAL - - fI-
r
-r- L-4551 fr: TREE o
�'ya <C,• Q z
�0 S 1�•Q ED GRAVEL
' l/f114 o1 s •• SHEET 3B
I, DAVID S. TURNER, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY 0.4 RIPRAP/STONE
DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL SURVEY MADE UNDER MY I
SUPERVISION; THAT THIS TOPOGRAPHIC SURVEY WAS PERFORMED AT THE 95 `; BEDROCK
PERCENT CONFIDENCE LEVEL TO MEET FEDERAL GEOGRAPHIC DATA COMMITTEEC:3 w
STANDARDS; THAT THIS SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS
I I
FOR A TOPOGRAPHIC SURVEY TO THE HORIZONTAL ACCURACY OF CLASS A AND I SHEET 4 LOG SILL I
THE VERTICAL ACCURACY WHEN APPLICABLE TO CLASS C STANDARD, AND THAT 0 W _
THE ORIGINAL DATA WAS OBTAINED IN APR-MAY 2022; THAT THE SURVEY WAS ! ROCK SILL �/ /�
COMPLETED ON 16 MAY 2022; AND ALL COORDINATES ARE BASED ON NAD83 ! L1� V )
(2011) AND ALL ELEVATIONS ARE BASED ON NAVD88. WITNESS MY ORIGINAL Q
SIGNATURE, LICENSE NUMBER, AND SEAL \o itll+r„,,
THIS 22nd DAY OF JUNE , 2022. �k\\NN CARO'io ti.�._ Q J-HOOK LOG SILL
. zi H OL W RD. r_s D W z }
0011
Q� g6-22 9 J ,� _ SHEET ROOTWAD (C z 0
f -r. SEAL r : ---- -------- - -- '...'� 0
DAVID S. TURNER, P.L.S. #L-4551 = .� L-4551 _1F- ? i !., "'� W
k. �:::z, ., , BRUSH TOE W/ SOIL LIFT
C,l� Q
-'f,p• S. r_c ky ``.\. - 2 < ..,.i
/ \,. -�R �..- t
„..,...........,.....,.........,...........4..
'' Ill 4 `, SHEET 5 _,,� _�' - R _ ; VEGETATED LIFT V
GENERAL NOTES: �' *��� V)
Sagge
CO
7 CONSTRUCTED RIFFLE1. ALL DISTANCES RRE HORIZONTAL UNLESS OTHERWISE NOTED. ! ► .2. HORIZONTAL DATUM IS NAD83(2011) & VERTICAL DATUM IS NAVD88. �.- i / _�-
3. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT COMPLY i I
WITH G.S. 47-30 MAPPING REQUIREMENTS. NORTH LITTLE HUNTING CREEK i SHEET 6 MONITORING Eli Z
4. THE PURPOSE OF THIS MAP IS TO SHOW THE AS-BUILT CONDITIONS OF THE HUNTSMAN "'N SHEET 8A --- CROSS-SECTION5. THE AS-BUILT CONTROL NETWORK WAS ESTABLISHED BY TURNER LAND SURVEYING DURING / yTHE EXISTING CONDITIONS SURVEY AND RECOVERED AND SUPPLEMENTED DURING THEUT2 / 1--
VP3 VEG PLOT
AS-BUILT SURVEY. THE COORDINATES ARE LISTED IN THE CHART BELOW.
6. NO PROPERTY RESEARCH, INVESTIGATION, OR INDEPENDENT SEARCH FOR ENCUMBERANCES,
RESTRICTIVE COVENANTS, EASEMENTS OF RECORD, OWNERSHIP, TITLE EVIDENCE, OR OTHER
FACTS THAT AN ACCURATE AND CURRENT TITLE EXAMINATION MAY DISCLOSE WERE - 0 MOBILE VEG PLOT
PERFORMED FOR THIS SURVEY. A LICENSED ATTORNEY-AT-LAW SHOULD BE CONSULTED (Ip� v=i
REGARDING CORRECT OWNERSHIP, WIDTH, AND LOCATION OF EASEMENTS AND OTHER TITLE r ` SHEET 7 B aPP1 PHOTO POINT z
QUESTIONS REVEALED BY A TITLE EXAMINATION. o
7. SUBJECT TO ALL EASEMENTS, RIGHT OF WAYS, AND/OR ENCUMBRANCES THAT MAY AFFECT BARN BRANCH ' re STREAM GAUGE F.,.
THE PROPERTY(S). TLSAONL CONTROL POINT w
8. THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE OR NON-EXISTENCE OF ANY g Q
UNDERGROUND UTILITIES THAT MAY OR MAY NOT EXIST WITHIN THE BOUNDARIES AS i SHEET 9 SHOWN HEREON.
I
OLD BUS BRANCH
z
AS-BUILT CONTROL j)ki DATE: 5/17J20212
PointNo. Northing(Y) Easting(X) Elev(Z) Description '
1 875524.607 1430185.539 1122.901 TLS#1RBC RESET f? SURVEYED BY:
2 875194.254 1429559.236 1145.980 TLS#2RBC GPS ---- DST/LDS J
3 875054.483 1429069.412 1151.401 TLS#3RBC GPS
20 875137.960 1429801.193 1117.800 TLS#20RBC=VP12 / DRAWN BY:
21 874839.840 1429880.206 1128.487 TLS#21 RBC-XS 13 / _ EGT/DST
22 874710.345 1430064.361 1139.323 TLS#22RBC=XS15 ► REVIEWED BY:
23 874595.853 1429973.619 1146.570 TLS#23R8C=XS11 i DST/EGT
30 875813.756 1429253.967 1133.617 TLS#30RBC=XS9
32 876450.981 1429080.301 1153.460 TLS#32RBC-XS7 ► PROJECT: 19-030
33 876747.564 1429070.938 1158.705 TLS#33RBC=XS5
60 8771 18.467 1429056.928 1174.306 TLS#60NL SHEET 10 FILE:
HUNTSMAN MS AB F.DWG
SCALE:
AS SHOWN
201, 400 600 SHEET
1 of 10 o�-�- � THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND
SCALE: 1 inch = 200 feet DOES NOT COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
ri

GENERAL NOTES:
1. SEE SHEET 1 FOR CERTIFICATIONS.
2. SEE SHEET 1 FOR GENERAL NOTES
LEGE\3:
6,1
:r
TLS#60NL
HUNTSMAN STREAM MITIGATION SITE AS -BUILT
SHEET 2A SHEET2B
THALWEG
TOP OF BANK/TERRACE
BANK TOE/TERRACE TOE
AS —BUILT SURVEY LIMITS
FARM PATH
FENCELINE
GATE
CONTOURS
TREELINE
TREE
GRAVEL
RIPRAP/STONE
BEDROCK
LOG SILL
ROCK SILL
J—HOOK LOG SILL
ROOTWAD
BRUSH TOE W/ SOIL LIFT
VEGETATED LIFT
CONSTRUCTED RIFFLE
MONITORING
CROSS—SECTION
VEG PLOT
MOBILE VEG PLOT
PHOTO POINT
STREAM GAUGE
CONTROL POINT
3AN<
TOE
THALWEG
TOP OF
3AN <
\ 1
\ THALWEG
0
20
40
MATCHLINE S2A
MATCHLINE S2B
60
SCALE: 1 inch = 20 feet
0
MATCHLINE S2B
MATCHLINE S3A
6) ,,fit'
o k► Nx
PQ
co
cx
THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND
DOES NOT COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
REVISIONS, DATE AND INITIAL: I
P.O. BOX 148
SWANNANOA, NC 28778
P-0702 [phone]
www.turnerlandsurveying.com
Certified DBE/WBE
I
1J1TP11
LAND SUR'
AS -BUILT SURVEY FOR:
\I1
KES CC
DATE: 6/17/20212
SURVEYED BY: ,
DST/LDS
'DRAWN BY:
EGT/DST
REVIEWED BY:
DST/EGT
c PROJECT: 19-030
FILE: ,
HUNTSMAN MS AB F.DWG
SCALE: ,
AS SHOWN
SHEET
2 of 10
,
_}J

1
GENERAL NOTES:
1. SEE SHEET 1 FOR CERTIFICATIONS.
2. SEE SHEET 1 FOR GENERAL NOTES
HUNTSMAN STREAM MITIGATION SITE AS -BUILT
SHEET 3A SHEET3B
MATCHLINE S2B
MATCHLINE S3A
LEGE\3:
XS11
THALWEG
TOP OF BANK/TERRACE
BANK TOE/TERRACE TOE
AS -BUILT SURVEY LIMITS
FARM PATH
FENCELINE
GATE
CONTOURS
TREELINE
TREE
GRAVEL
RIPRAP/STONE
BEDROCK
LOG SILL
ROCK SILL
0 J-HOOK LOG SILL
VP3
6PP1
0
TLS#60NL
ROOTWAD
BRUSH TOE W/ SOIL LIFT
VEGETATED LIFT
CONSTRUCTED RIFFLE
MONITORING
CROSS-SECTION
VEG PLOT
MOBILE VEG PLOT
PHOTO POINT
STREAM GAUGE
CONTROL POINT
TLS#32R3C
(n
1'
•
EYE 3OLT
ELEV.=1 154.66
MATCHLINE S3A
MATCHLINE S3B
0) )
0
20
40
60
SCALE: 1 inch = 20 feet
k\c rcr, \\_\\,—uc
MATCHLINE S3A
MATCHINE S3B
MATCHLINE_S3B
MATCHLINE S4
THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND
DOES NOT COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
REVISIONS, DATE AND INITIAL: I
P.O. BOX 148
SWANNANOA, NC 28778
P-0702 [phone]
www.turnerlandsurveying.com
Certified DBE/WBE
Elf:
I
1J1TP11
LAND SUR'
1
AS -BUILT SURVEY FOR:
\I1
KES CC
DATE: 1 6/17/20212
J
SURVEYED BY: ,
DST/LDS..
DRAWN BY: ,
EGT/DST..
REVIEWED BY: ,
DST/EGT i
PROJECT: ,
19-030
FILE: ,
HUNTSMAN MS_AB_F.DWG
SCALE: ,
AS SHOWN.,
SHEET
3 of 10
J

GENERAL NOTES:
1. SEE SHEET 1 FOR CERTIFICATIONS.
2. SEE SHEET 1 FOR GENERAL NOTES
MATCHLINE S3B
MATCHLINE S4
HUNTSMAN STREAM MITIGATION SITE AS -BUILT
\I,
41, N'
sviVF . •
0
20
3AN
0
E
TOP OF
3AN<
40
15"HDPE
INV=1 125.39
18"HDPE
INV=1 124.51
36"CMP
'.INV=1 123.17
60
SCALE: 1 inch = 20 feet
36"CMP
INV=1121.66
------------
LEGE\ 9:
THALWEG
TOP OF BANK/TERRACE
BANK TOE/TERRACE TOE
AS -BUILT SURVEY LIMITS
FARM PATH
X X FENCELINE
GATE
CONTOURS
TREELINE
TREE
GRAVEL
RIPRAP/STONE
BEDROCK
LOG SILL
ROCK SILL
XS11
J-HOOK LOG SILL
0
VP3
6PP1
TLS#660NL
ROOTWAD
BRUSH TOE
W/ SOIL LIFT
VEGETATED LIFT
CONSTRUCTED RIFFLE
MONITORING
CROSS-SECTION
VEG PLOT
MOBILE VEG PLOT
PHOTO POINT
STREAM GAUGE
CONTROL POINT
-----------------
CE CE
7
3
°MATCHLINE S41126
MATCHLINE 6
/ 1124
CE
THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND
DOES NOT COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS. J
REVISIONS, DATE AND INITIAL: I
P.O. BOX 148
SWANNANOA, NC 28778
P-0702 [phone]
www.turnerlandsurveying.com
Certified DBE/WBE
I
1J1TP11
LAND SUR'
AS -BUILT SURVEY FOR:
\I1
KES CC
DATE: 1 6/17/20212
`SURVEYED
BY: ,
DST/LDS..
DRAWN BY: ,
EGT/DST..
REVIEWED BY: ,
DST/EGT,
PROJECT: ,
19-030
FILE: ,
HUNTSMAN MS_AB_F.DWG
SCALE: ,
AS SHOWN.,
SHEET
4
of 10

1
GENERAL NOTES:
1. SEE SHEET 1 FOR CERTIFICATIONS.
2. SEE SHEET 1 FOR GENERAL NOTES
i
i
i
i
E
i
HUNTSMAN STREAM MITIGATION SITE AS -BUILT
0
20
TOP OF
3AN K
40
60
SCALE: 1 inch = 20 feet
A.
C)l THALWEG
TOP OF
3AN<
3AN
TOE
i
LEGE\
D.
THALWEG
TOP OF BANK/TERRACE
BANK TOE/TERRACE TOE
AS -BUILT SURVEY LIMITS
FARM PATH
X X FENCELINE
GATE
CONTOURS
TREELINE
TREE
XS11
GRAVEL
RIPRAP/STONE
BEDROCK
LOG SILL
ROCK SILL
J-HOOK LOG SILL
0
VP3
6PP1
•
TLS#660NL
ROOTWAD
BRUSH TOE
W/ SOIL LIFT
VEGETATED LIFT
CONSTRUCTED RIFFLE
MONITORING
CROSS-SECTION
VEG PLOT
MOBILE VEG PLOT
PHOTO POINT
STREAM GAUGE
CONTROL POINT
THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND
DOES NOT COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
REVISIONS, DATE AND INITIAL: I
P.O. BOX 148
SWANNANOA, NC 28778
P-0702 [phone]
www.turnerlandsurveying.com
Certified DBE/WBE
I
1J1TP11
LAND SUR'
AS -BUILT SURVEY FOR:
\I1
KES CC
DATE: 1 6/17/20212
J
SURVEYED BY: ,
DST/LDS..
DRAWN BY: ,
EGT/DST..
REVIEWED BY: ,
DST/EGT i
PROJECT: ,
19-030
FILE: ,
HUNTSMAN MS_AB_F.DWG
SCALE: ,
AS SHOWN.,
SHEET
5 of 10
J
J

1
GENERAL NOTES:
1. SEE SHEET 1 FOR CERTIFICATIONS.
2. SEE SHEET 1 FOR GENERAL NOTES
TOP OF
3AN <
3
HUNTSMAN STREAM MITIGATION SITE AS -BUILT
MATCHLINES4
MAfCHLIFSIE 56
THALWEG
1126/
0
20
40
60
SCALE: 1 inch = 20 feet
12
ITHALWEG
EYE 3OLT
ELEV.=1 1 13.59
TOP OF
3AN ‹
LEGE\
[2:9
D.
THALWEG
TOP OF BANK/TERRACE
BANK TOE/TERRACE TOE
AS -BUILT SURVEY LIMITS
FARM PATH
FENCELINE
GATE
CONTOURS
TREELINE
TREE
GRAVEL
RIPRAP/STONE
BEDROCK
LOG SILL
ROCK SILL
XS11
J-HOOK LOG SILL
0
VP3
6PP1
TLS#660NL
ROOTWAD
BRUSH TOE
W/ SOIL LIFT
VEGETATED LIFT
CONSTRUCTED RIFFLE
MONITORING
CROSS-SECTION
VEG PLOT
MOBILE VEG PLOT
PHOTO POINT
STREAM GAUGE
CONTROL POINT
THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND
DOES NOT COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
REVISIONS, DATE AND INITIAL: I
P.O. BOX 148
SWANNANOA, NC 28778
P-0702 [phone]
www.turnerlandsurveying.com
Certified DBE/WBE
I
1J1TP11
LAND SUR'
AS -BUILT SURVEY FOR:
\I1
KES CC
DATE: 1 6/17/20212
J
SURVEYED BY: ,
DST/LDS..
DRAWN BY: ,
EGT/DST..
REVIEWED BY: ,
DST/EGT i
PROJECT: ,
19-030
FILE: ,
HUNTSMAN MS_AB_F.DWG
SCALE: ,
AS SHOWN.,
SHEET
6 of 10
J
J

1
GENERAL NOTES:
1. SEE SHEET 1 FOR CERTIFICATIONS.
2. SEE SHEET 1 FOR GENERAL NOTES
�N N
-Cf) V)
LU LU
�zIz
U U
Q Q
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)P OF
3AN <
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1
MATCHLINE S2
/MATCHLIE S2
3AN
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16
CE
HUNTSMAN STREAM MITIGATION SITE AS -BUILT
CE
CG2
CE
1132
CE
__1114--------
THALWEG
PP22
1114
TOP OF
3AN'C
0
20
40
CE CE
60
SCALE: 1 inch = 20 feet
CE
CE
CE
/
*SEE SHEET 1 FOH LEGE\3
G P\
,rn
rm
THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND
DOES NOT COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
REVISIONS, DATE AND INITIAL: I
P.O. BOX 148
SWANNANOA, NC 28778
P-0702 [phone]
www.turnerlandsurveying.com
Certified DBE/WBE
I
1J1TP11
LAND SUR'
1
AS -BUILT SURVEY FOR:
\I1
KES CC
DATE: 1 6/17/20212
`SURVEYED
BY: ,
DST/LDS..
DRAWN BY: ,
EGT/DST..
REVIEWED BY: ,
DST/EGT i
PROJECT: ,
19-030
FILE: ,
HUNTSMAN MS_AB_F.DWG
SCALE: ,
AS SHOWN.,
SHEET
7 of 10
J
J

GENERAL NOTES:
1. SEE SHEET 1 FOR CERTIFICATIONS.
2. SEE SHEET 1 FOR GENERAL NOTES
TOP OF
ANC
3AN<
TOE
HUNTSMAN STREAM MITIGATION SITE AS -BUILT
SHEET 8A SHEET8B
MATCHLINE S2
/MATCHLINE S2
3AN<
TOE
THALWEG
(XS14
EYE 3OLT
ELEV=1 1 15.26
THALWEG
`SEE SHEET 1 FOH LEGE\3
MATCHLINE S2
MATCHLINE S2
0
20
40
60
SCALE: 1 inch = 20 feet
THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND
DOES NOT COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
REVISIONS, DATE AND INITIAL: I
P.O. BOX 148
SWANNANOA, NC 28778
P-0702 [phone]
www.turnerlandsurveying.com
Certified DBE/WBE
I
1J1TP11
LAND SUR'
AS -BUILT SURVEY FOR:
\I1
KES CC
DATE: 6/17/20212
SURVEYED BY: ,
DST/LDS
'DRAWN BY:
EGT/DST
REVIEWED BY:
DST/EGT
c PROJECT: 19-030
l
FILE:
HUNTSMAN MS_AB_F.DWG
`SCALE:
,
AS SHOWN
SHEET
8 of 10
,
_}J

GENERAL NOTES:
1. SEE SHEET 1 FOR CERTIFICATIONS.
2. SEE SHEET 1 FOR GENERAL NOTES
77>
0
HUNTSMAN STREAM MITIGATION SITE AS -BUILT
3AN
TOE
THALWEG
1 13 8�
J
TOP OF
3AN<
MVP4
/TLS#22RC , _,,,
.\P P 2 7 �����:_-
`. rim „ I�� .0 . t7
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116 II WOW
T ALWEG
0
PP24
20
40
60
SCALE: 1 inch = 20 feet
3AN<
TOE
•
TOP OF
3AN<
LEGE\ 9:
L=J
THALWEG
TOP OF BANK/TERRACE
BANK TOE/TERRACE TOE
AS -BUILT SURVEY LIMITS
FARM PATH
FENCELINE
GATE
CONTOURS
TREELINE
TREE
GRAVEL
RIPRAP/STONE
BEDROCK
LOG SILL
ROCK SILL
XS11
VP3
6PP1
TLS 660NL
J-HOOK LOG SILL
ROOTWAD
BRUSH TOE
W/ SOIL LIFT
VEGETATED LIFT
CONSTRUCTED RIFFLE
MONITORING
CROSS-SECTION
VEG PLOT
MOBILE VEG PLOT
PHOTO POINT
STREAM GAUGE
CONTROL POINT
MATCHLINE S9
MATCHLINE S10
\Ne,
•
THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND
DOES NOT COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
REVISIONS, DATE AND INITIAL: I
P.O. BOX 148
SWANNANOA, NC 28778
P-0702 [phone]
www.turnerlandsurveying.com
Certified DBE/WBE
I
1J1TP11
LAND SUR'
AS -BUILT SURVEY FOR:
\I1
KES CC
DATE: 1 6/17/20212
J
SURVEYED BY: ,
DST/LDS..
DRAWN BY: ,
EGT/DST..
REVIEWED BY: ,
DST/EGT i
PROJECT: ,
19-030
FILE: ,
HUNTSMAN MS_AB_F.DWG
SCALE: ,
AS SHOWN.,
SHEET
9 of 10
J

GENERAL NOTES:
1. SEE SHEET 1 FOR CERTIFICATIONS.
2. SEE SHEET 1 FOR GENERAL NOTES
HUNTSMAN STREAM MITIGATION SITE AS -BUILT
0
20
40
60
SCALE: 1 inch = 20 feet
MATCHLINE S9
MATCHLINE S10
c(<
LEGE\
D.
c:D
THALWEG
TOP OF BANK/TERRACE
BANK TOE/TERRACE TOE
AS -BUILT SURVEY LIMITS
FARM PATH
FENCELINE
GATE
CONTOURS
TREELINE
TREE
GRAVEL
RIPRAP/STONE
BEDROCK
LOG SILL
ROCK SILL
X S 1 1
VP3
6PP1
TLS 660NL
J-HOOK LOG SILL
ROOTWAD
BRUSH TOE
W/ SOIL LIFT
VEGETATED LIFT
CONSTRUCTED RIFFLE
MONITORING
CROSS-SECTION
VEG PLOT
MOBILE VEG PLOT
PHOTO POINT
STREAM GAUGE
CONTROL POINT
THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND
DOES NOT COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
REVISIONS, DATE AND INITIAL: I
P.O. BOX 148
SWANNANOA, NC 28778
P-0702 [phone]
www.turnerlandsurveying.com
Certified DBE/WBE
z
I
1.1
AS -BUILT SURVEY FOR:
\I1
KES CC
DATE: 1 6/17/20212
J
SURVEYED BY: ,
DST/LDS..
DRAWN BY: ,
EGT/DST..
REVIEWED BY: ,
DST/EGT i
PROJECT: ,
19-030
FILE: ,
HUNTSMAN MS_AB_F.DWG
SCALE: ,
AS SHOWN.,
SHEET
10
of 10