20200021 Ver 1_AsBuilt_2022_20220808

Mitigation Project Information Upload
ID#* 20200021
Version* 1
Select Reviewer: *
Erin Davis
Initial Review Completed Date 08/09/2022
Mitigation Project Submittal - 8/8/2022
..................................................................................................................................................................................................................................................................
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
Email Address: *
[e-mail]
Project Information
ID#:*
20200021
Existing ID#
Project Type:
Project Name:
County:
Version:* 1
• DMS Mitigation Bank
Bull Chute
Randolph
Document Information
Mitigation Document Type: *
Mitigation As -Built Plans
File Upload:
Signature
............................................
Print Name: *
Signature:*
BullChute_100137_AB_2022.pdf
Existing Version
5.7MB
Please upload only one PDF of the complete file that needs to be submitted...
Matthew Reid

DocuSign Envelope ID: 7DF7F384-5229 44F3-936D-33FF129541 C2
QD
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N
a
czA
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3.5
525
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1527
Ne
629
NC DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF MITIGATION SERVICES
AS -BUILT PLANS
BULL CHUTE SITE
LOCATION: RANDOLPH COUNTY, NORTH CAROLINA
1525
VICINITY MAP
Not to Scale
BULL CHUTE SITE
SITE #: 100137
YADKIN 03040105
RANDOLPH COUNTY
CONTRACT#: 7878-01
LATITUDE: 35.8325
LONGITUDE: -79.8879 (WGS84)
GRAPHIC SCALES
50 25 0
50
100
PLANS
50 25 0 50
100
PROFILE (HORIZONTAL)
10 5 0 10
1� PROFILE (VERTICAL)
ST
TYPE OF WORK: STREAM RESTORATION AND ENHANCEMENT (CLEARING,
GRUBBING, GRADING, EROSION CONTROL AND PLANTING)
I RECORD DRAWING
START -UT4B-
STA 0+00
W -a
O N
UT 4B
END -UT
STA 2
RT -UT4-
STA
STA 2+88
T -UT4C-
C o_i
START -194A-
il STA 0+00
alla`'�`UT
+88 STA END -4+32
UT4A-
UT 4
"0 2
Q �
\*IP
ill
N S'
� 0
7� .a C m START -UT5-
0 S \ . STA 0+00
UT 5
? END -UT3-
OIL
4 STA /9+32
Q�J
UTD
= ll 1 AA1S� r
1i
END -UT6-
EN
S � 28+ NOro
QS STA /+2/
4 re : UT 1
0/
U
STA 0+00
4C _
END-UT4C�--B
START -UT3-
STA 0+00
QS��J
P
STA 1+80
UT 4
START -UT7-
0
UT 7
END -UT7-
STA 1+44
STA 0+0gzz„,
UT 2
END -UT2-
STA 5+92
0
1:6STA T/ UT6-
END -UTI-
STA 31+69
IO en
A =
UT 3
STA 0+00
UT 6
NORFOLKISOUTHLI-RN
CORPORATION
START -UT2-
STA 0+00
QS op4
Q` END -UTS-
STA 0+8/
LIMITS OF DISTURBANCE: 42.74 AC
PROPOSED LENGTH OF -UT 1- =
PROPOSED LENGTH OF -UT 2- =
3169
592
1932
2555
432
PROPOSED LENGTH OF -UT 4B- =
PROPOSED LENGTH OF -UT4C- =
PROPOSED LENGTH OF -UT 5-=81
PROPOSED LENGTH OF -UT 6- =
PROPOSED LENGTH OF -UT 7- =
288
180
_
121
PROPOSED LENGTH OF -UT 3- =
PROPOSED LENGTH OF -UT4- =
PROPOSED LENGTH OF -UT4A- =
144
TOTAL STREAM LENGTHS (LF) =
9494
RESTORATION LEVEL
STREAM (linear footage)
RIPARIAN WETLAND (acreage)
NON RIPARIAN WETLAND (acreage)
RESTORATION
6937
3.130(Reestablishment)
0.000
ENHANCEMENT!
411
0.114(Rehabilitation)
0.000
ENHANCEMENT!!
333
1.4662 (Enhancement)
0.000
ENHANCEMENT!!!
50
0.000
0.000
TOTALS
7731
4.710
0.000
START -UTI-
.Z` iX STA 0+00
UT 1
STATB
STATE PROJECT REFERENCE NO.
SHEET
TOTAL
SHEETS
N.C.
BULL CHUTE SITE
1
INDEX OF SHEETS
SHEET NUMBER
AB-01
AB-02
AB-03
AB-04A THRU AB-04V
AB-04W
SURVEYORS CERTIFICATION(S
SHEET
Title Sheet
Symbology
Easement
As -Built Structures
As -Built Planting List
Surveyors disclaimer: No attempt was made to locate any cemeteries, wetlands, hazardous material
sites, underground utilities or any other features above, or below ground other than those shown.
However; no visible evidence of cemeteries or utilities, aboveground or otherwise, was observed by
the undersigned (other than those shown).
I certify that the survey is of an existing parcel or parcels of land or one or more existing easements
and does not create a new street or change an existing street.
I JOHN A. RUDOLPH , certify that this plat was prepared under my supervision from an actual field
survey made under my supervision, of as -built conditions.
That the boundaries not surveyed are clearly indicated as such and were plotted from information as
referenced hereon; That the ratio of precision as calculated was 1:7,500+ and that the
global navigational satellite system (GNSS) was used to perform this survey and the following
information was used:
Class of Survey: CLASS B (HORIZONTAL( CLASS B (VERTICAL)
Positional Accuracy: 0.12 feet (HORIZONTAL)
Type of GPS field procedure: RTK
Dates of survey: Mav and June 2022
Datum/Epoch: NAD 1983(20111
Published/Fixed Control Use: OPUS
Geoid Model: 2012B CONUS
Combined Grid Factor: 0.99995565 GROUND TO GRID
Units: US SURVEY FEET
That this plat meets the requirements of the standards of practice for land surveying in North
Carolina. Witness my hand and seal this 12th day of July 2022.
0\11111l////
B30
SEAL .9� ••,
L-4194
Qom•, 7/26/2022 L-4194
ti SUR p
Professional Land Surveyor License Number
/''/�SNLEY \RJ \\
Axiom Environmental, Inc.
Axiom Environmental
218 Snow Ave
Roleigh, NC 27603
GRANT LEWIS
PROJECT DESIGNER
Prepared in the Office of:
SUNGATE DESIGN GROUP, P.A.
•0
905 JONES FRANKLIN ROAD
RALEIGH. NORTH CAROLINA 27606
TEL [phone]
ENG FIRM LICENSE NO. C-890
CLEARWATER MITIGATION
SOLUTIONS 4
Clearwater Mitigation Solutions
604 Macon Place
Raleigh, NC 27609
KEVIN YATES
SITE CONSTRUCTION MANAGER
JOSHUA G. DALTON, P.E.
PROJECT ENGINEER
\/,IllH ll/,//
55/ U CAR
'D�py�,igne �� �i
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'� 0_7'�9i II
26971
99,
O/C I N -- O�
/PN ON
7/26/2022
DATE:

DocuSign Envelope ID: 7DF7F384-5229-44F3-936D-33FF129541 C2
BOUNDARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Computed Property Corner
Property Monument
Parcel/Sequence Number
Existing Fence Line
Proposed Fence Gate
0
EIP
ECM
X X X
Proposed Barbed Wire Fence
Existing Wetland Boundary
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
Existing Historic Property Boundary
BUILDINGS AND OTHER CULTURE:
Gas Pump Vent or U/G Tank Cap
Sign
Well
Small Mine
Foundation
Area Outline
Cemetery
Building
School
Church
Dam
HYDROLOGY.-
Stream or Body of Water
Hydro, Pool or Reservoir 7
Jurisdictional Stream
Buffer Zone 1
Buffer Zone 2
Flow Arrow
Disappearing Stream
Spring
Wetland
Proposed Lateral, Tail, Head Ditch
EAB
EPB
HPB
0
0
0
t
Js
BZ 1
BZ 2
RIGHT OF WAY & PROJECT CONTROL:
Secondary Horiz and Vert Control Point
Primary Horiz Control Point
Primary Horiz and Vert Control Point
CONVENTIONAL PLAN SHEET SYMBOLS
Note: Not to Scale *S. U.E. = Subsurface Utility Engineering
Exist Permanent Easment Pin and Cap
New Permanent Easement Pin and Cap
Vertical Benchmark
Existing Right of Way Marker
Existing Right of Way Line
New Right of Way Line
New Right of Way Line with Pin and Cap
New Right of Way Line with
Concrete or Granite R/W Marker
New Control of Access Line with
Concrete C/A Marker
Existing Control of Access
New Control of Access
Existing Easement Line
New Conservation Easement
New Temporary Drainage Easement
New Permanent Drainage Easement
New Permanent Drainage / Utility Easement
New Permanent Utility Easement
New Temporary Utility Easement
New Aerial Utility Easement
m
O 0
® O
0
(A,
ROADS AND RELATED FEATURES:
Existing Edge of Pavement
Existing Curb —
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
Proposed Curb Ramp
Existing Metal Guardrail
Proposed Guardrail
Existing Cable Guiderail
Proposed Cable Guiderail
Equality Symbol
Pavement Removal
VEGETATION:
Single Tree
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
EXISTING STRUCTURES:
MAJOR:
♦ Bridge, Tunnel or Box Culvert
0 Bridge Wing Wall, Head Wall and End Wall —
MINOR:
Head and End Wall
E
CE
TDE
PDE
DUE
PUE
TUE
AUE
C
F
cR
TTTT
n n n
ED
CA CA CA 4
Vineyard
CONC
CONC WW
/ CONC Hw \
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES:
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
>—
CB
OO
U/G Power Cable Hand Hole
H—Frame Pole
U/G Power Line LOS B (S.U.E.*)
U/G Power Line LOS C (S.U.E.*)
U/G Power Line LOS D (S.U.E.*)
TELEPHONE:
Existing Telephone Pole
WATER:
Water Manhole
Water Meter
Water Valve
RECORD DRAWING
SS Forced Main Line LOS D (S.U.E.*)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line LOS B (S.U.E.*)
U,G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
b AG Tank; Water, Gas, Oil
Geoenvironmental Boring
U,G Test Hole LOS A (S.U.E.*)
© Abandoned According to Utility Records
End of Information
Water Hydrant
U/G Water Line
U/G Water Line
U/G Water Line
LOS B (S.U.E*)
LOS C (S.U.E*)
LOS D (S.U.E*)
Above Ground Water Line
GAS:
Gas Valve
Gas Meter
f
0
0
A/C water
U/G Gas Line LOS B (S.U.E.*)
U/G Gas Line LOS C (S.U.E.*)
U/G Gas Line LOS D (S.U.E.*)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
A/G Gas
OO
O
Above Ground Sanitary Sewer
A/G Sanitary Sewer
SS Forced Main Line LOS B (S.U.E.*)
SS Forced Main Line LOS C (S.U.E.*)
FSS
Riffle Rip Rap
Log Vane
Log Cross Vane
Step Pool Structure
Stream Plug
FSS
•
O
( us7 )
AATUR
E.O.I.
�C�oo�C�og�oo�C�oo�
Yon�Yon°�on°Yo���
Begin
Floodplain Interceptor
Proposed Fence
Limits of Disturbance
AS BUILT
Stream Centerline
Stream Top of Bank
Stream Gauge
Groundwater Gauge
Benthic & Water Quality Station
Origin Point on CVS Plots
CVS Plots
Cross Section
Adjusted Stream Structure
Not Constructed
11./-
End
�A�AAEEE jLIO%l j
�ll �i�/Ti_�llll �l �%Ti
— LOD —
O
XS-10R
0 21122 SL'NGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED
a
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0
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BULL CHUTE
RANDOLPH COUNTY, NC
SYMBOLOGY
PROJECT n
DRAWING NAME:
DATE:
2022
DRAWN BY:
JRH
REVIEWED BY,
JGD
REVISIONS:
SHEET NO.
AB-02

DocuSign Envelope ID: 7DF7F384-5229-44F3-936D-33FF129541 C2
m
22
09U
UT 4B
UT4C
UT 4
CONSERVATION EASEMENT
CE
T14
UT 4A
_UT 4
c
yv c
A
W
UT
W
U
UT 3
14.7
SURVEY INFORMATION
EASEMENT PROVIDED BY:
K2 DESIGN GROUP, P.A.
5688 U.S. HIGHWAY 70 EAST
GOLDSBORO, NC 27534
UT 2
UT 3 /
150' 75' 0 150' 300'
TIT
TII
SCALE: 1"= 300'
/ a2
j / c
n
m
UT
so
UT 6
co
a
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RECORD DRAWING
UT
co
Mary
Viola
Rd.
0 21122 SL'NGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED
a
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0
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BULL CHUTE
RANDOLPH COUNTY, NC
EASEMENT
PROJECT +�
DRAWING NAME:
DATE:
2022
DRAWN BY:
JRH
REVIEWED BY,
JGD
REVISIONS:
SHEET NO.
AB-03

DocuSign Envelope ID: 7DF7F384-5229-44F3-936D-33FF129541 C2
25' 12.5' 0
25'
50'
JONES, SUSAN
DIANE REDDING
BK 001856, PG 02359
EASEMENT FENCE LINE
ILLELLE
SCALE: 1"= 50'
RECORD D
p-DocuSigneifAtiy: n
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ASS/ „
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-17
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2697 I
stiO4,
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7/26/2022
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 1988
0 21122 SL'NGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED
Q
0
0
0
cD
CD
CO
w
0
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1,1;'
BULL CHUTE
RANDOLPH COUNTY, NC
AS -BUILT STRUCTURES
PROJECT n
DRAWING NAME:
DATE:
2022
DRAWN BY:
JRH
REVIEWED BY,
JGD
REVISIONS:
SHEET NO.
AB-04A

DocuSign Envelope ID: 7DF7F384-5229-44F3-936D-33FF129541 C2
775
77Q
765
___ Z 6 0
755
STR TYPE
CROSS VANE
CROSS VANE
CROSS VANE
CROSS VANE
CROSS VANE
CROSS VANE
CROSS VANE
CROSS VANE
-UT
1- AS -BUILT S
NORTHING
760,252.03
760,091.55
760,049.78
760,034.58
759,983.76
759,986.14
759,948.26
759,939.15
0
S
A
RT
E
A U+UU
Ell
V=7
a
H
A
0
JONES, SUSAN
DIANE REDDING
BK 001856, PG 02359
EASEMENT FENCE LINE
ND ENHANCEMENT II
START ENHANCEMENT I
STA 1+73 -UT 1-
EU
EN
T
u
TRUCTURE LOCATIONS
EASTING
1,738,725.33
1,738,655.86
1,738,627.34
1,738,604.62
1,738,527.23
1,738,516.22
1,738,496.68
1,738,498.81
L
AB Survey
Prop Elevation Elevation
771.25
764.07
762.75
762.11
759.65
759.47
758.42
757.96
764.10
762.54
762.15
759.53
759.31
758.32
757.67
PROPOSED BANKFULL
EASEMENT FENCE LINE
S
E
L
AT
A
E
OCS
�7
V= ib,1
r
GILO
T
A
8,1
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N
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B
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LIMITS OF
GRADING
E
NTE
E
25' 12.5' 0
25'
50'
IEELLEI
SCALE: 1"=50' O,d�
=ORD DRAWING
•
•
•
•
•
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[DocuSipgp!d\ /,
J,7,91y.\17!..,„, A, /IR/ 0 ///
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_ = 26971 = _
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699
7/26/2022
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
— — — HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 1988
P
R
P
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A
LW
E
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+50 01 +50 02 +50 03 +50 04 +50 05
0
r
775
770
765
760
755
REVISIONS:
SHEET NO.
AB-04B

DocuSign Envelope ID: 7DF7F384-5229-44F3-936D-33FF129541 C2
--- 764-
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HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 1988
END ETIFIANEEI7EV1vT II ---'--
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-_S-TA8_+-UT 1-
------------------
B7kSEMEN/9ftlq E LINE
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CROSS VANE
CROSS VANE
CROSS VANE
CROSS VANE
CROSS VANE
CROSS VANE
CROSS VANE
CROSS VANE
CROSS VANE
CROSS VANE
Prop Elevation
756.73
756.20
755.90
755.03
753.07
752.00
749.94
748.69
747.85
746.19
AB Survey
Elevation
-r
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F
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7/26/2022
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-UT 1-AS-BUILT STRUCTURE LOCATIONS
STR TYPE
MET\T
IN
E
1
NORTHING
759,906.20
759,903.01
759,888.22
759,866.94
759,808.06
759,773.99
759,700.65
759,670.79
759,645.15
759,593.50
END
S
EL
4
E
N
T
EV-
EASTING
1,738,462.97
1,738,451.12
1,738,443.24
1,738,421.87
1,738,367.26
1,738,350.14
1,738,295.33
1,738,248.75
1,738,230.62
1,738,188.44
HANCE
RES
5
8-I1
418 39
EN
co
N
756.73
756.13
755.96
755.17
753.34
751.27
750.02
748.73
747.95
746.18
7610
755
750
745
740

DocuSign Envelope ID: 7DF7F384-5229-44F3-936D-33FF129541 C2
__--95L--------
E SEMENT
FENCE LINE
-17S`._��L_``
LIMITS OF
GRADING
SHIPTON, DAVID LEE
BK 001713, PG 00504
CROS
VANE (TYP)
STREAM PLUG
• LGL-------' JONES,SUSATI ▪ --- ---- --
--------
__�� n01.a-PE,42.3 9�� `--_---- ---- E S NT FENCE LINE
a
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25' 12.5' 0
RECORD DRAWINC.
OMITS OF
GRADING
cDocuS�gpcd i, 14" , / / /,
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� SEAL ':
26971
%y'Uq 610P�
7/26/2022
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 1988
-UT 1- AS -BUILT STRUCTURE LOCATIONS
STR. TYPE
NORTHING
EASTING
Prop Elevation
AB Survey
Elevation
CROSS VANE
759,548.37
1,738,123.70
744.37
744.53
CROSS VANE
759,532.46
1,738,090.18
743.28
743.47
CROSS VANE
759,476.12
1,738,055.80
741.84
741.84
CROSS VANE
759,451.74
1,738,040.70
741.25
741.16
CROSS VANE
759,433.59
1,738,023.53
740.63
740.38
LOG VANE
759,426.58
1,737,893.32
738.45
738.37
CROSS VANE
759,398.10
1,737,866.61
737.94
738.47
CROSS VANE
759,358.85
1,737,815.88
736.72
736.61
U
750
LI
750
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7/26/2022
DATE:
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HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 1988
-UT 1- AS -BUILT STRUCTURE LOCATIONS
STR. TYPE
NORTHING
EASTING
Prop Elevation
AB Survey
Elevation
CROSS VANE
759,318.86
1,737,775.95
735.28
735.16
CROSS VANE
759,277.20
1,737,689.03
732.84
733.14
CROSS VANE
759,264.29
1,737,670.60
732.23
732.43
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DRAWING NAME:
DATE:
2022
DRAWN BY:
JRH
REVIEWED BY,
JGD
REVISIONS:
SHEET NO.
AB-04E
15
+50
16
+50
17
+50
18 +50
19
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0
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0
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BK 001713, PG 00504
STA 0+00 -UT 6-
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FENCE LINE
-UT 1- AS -BUILT STRUCTURE LOCATIONS
STR. TYPE
NORTHING
EASTING
Prop Elevation
AB Survey
Elevation
LOG VANE
759,012.18
1,737,371.17
726.11
BUILT / NS
LOG VANE
758,976.28
1,737,358.40
725.69
725.57
CROSS VANE
758,947.39
1,737,296.29
727.81
724.66
CROSS VANE
758,945.75
1,737,267.69
724.16
723.87
CROSS VANE
758,900.75
1,737,215.30
722.65
722.63
CROSS VANE
758,876.87
1,737,166.46
721.32
721.43
CROSS VANE
758,856.99
1,737,123.87
720.38
720.43
CROSS VANE
758,812.65
1,737,053.63
718.58
718.37
73,
72
72.
71
710
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21
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BK 001856, PG 02361
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PERMANENT CROSSING
1@73"x55" CSPA
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PIPE EACH SIDE
16' TOP WIDTH (TYP)
23
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HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 1988
+50
735
730
725
720
715
01 +50
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0
0
0
0
0
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--
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-UT 1-AS-BUILT STRUCTURE LOCATIONS
STR TYPE
NORTHING
EASTING
Prop Elevation
AB Survey
Elevation
CROSS VANE
758,796.15
1,737,017.04
717.73
717.67
CROSS VANE
758,776.30
1,736,961.54
716.66
716.83
CROSS VANE
758,736.64
1,736,902.46
715.63
715.67
] CROSS VANE
758,716.91
1,736,893.28
714.93
CROSS VANE
758,678.61
1,736,865.13
714.27
714.21
CROSS VANE
758,649.05
1,736,854.80
713.63
713.38
CROSS VANE
758,629.55
1,736,823.19
712.92
712.57
CROSS VANE
758,606.00
1,736,771.07
711.77
711.52
715
71Q
705
W
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-UT 4- AS -BUILT STRUCTURE LOCATIONS
STR. TYPE
NORTHING
EASTING
Prop Elevation
AB Survey
Elevation
CROSS VANE
758,639.57
1,736,646.04
710.12
710.15
E
5
1
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28
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50
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7/26/2022
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 1988
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710
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DRAW ING NAME:
2022
DRAWN BY:
JRH
REV IEWED BY,
JGD
REV IS IONS:
SHEET NO.

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STR TYPE
NORTHING
EASTING
Prop Elevation
AB Survey
Elevation
CROSS VANE
758,523.24
1,736,664.87
709.12
709.15
CR CC VANE
768,606.00
1,736,632.20
708.37
DROP STRUCTURE
758,499.00
1,736,623.75
708.27
708.48
DROP STRUCTURE
758,419.84
1,736,586.29
704.36
704.53
-UT 4- AS -BUILT STRUCTURE LOCATIONS
STR. TYPE
NORTHING
EASTING
Prop Elevation
AB Survey
Elevation
CROSS VANE
758,527.25
1,736,634.01
708.56
708.47
CROSS VANE (TYP)
EASEMENLIMITS OFLINE
GRADING
CRC75 : s ' NE -Id
% CON RUCTED
31 + 00
ENI I RESTORATION
STA128.±39 -UT 4-
STA 30+46 -UT 1-
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BK 001856, PG 02361
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STA 31+43 -UT 1-
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11. RECORD DRAWING
25' 12.5' 0
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7/26/2022
DATE:
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UNLESS ALL SIGNATURES COMPLETED
HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 1988
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DRAWING NAME:
DATE:
2022
DRAWN BY:
JRH
REVIEWED BY,
JGD
REVISIONS:
SHEET NO.
AB-04H

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0
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HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 1988
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7/26/2022
DATE:
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UNLESS ALL SIGNATURES COMPLETED
UT
2
770
765
760
755
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PROJECT .
DRAWING NAME:
DATE:
2022
DRAWN BY:
JRH
REVIEWED BY,
JGD
REVISIONS:
SHEET NO.

DocuSign Envelope ID: 7DF7F384-5229-44F3-936D-33FF129541 C2
-UT 4- AS -BUILT STRUCTURE LOCATIONS
STR. TYPE
NORTHING
EASTING
Prop Elevation
AB Survey
Elevation
CROSS VANE
760,907.01
1,736,070.30
761.77
761.92
CROSS VANE
760,848.88
1,736,043.28
760.27
BUILT / NS
CROSS VANE
760,838.72
1,736,042.06
759.78
759.84
CROSS VANE
760,824.39
1,736,047.63
759.21
759.27
CROSS VANE
760,809.92
1,736,046.94
758.67
758.70
CROSS VANE
760,752.71
1,736,063.38
757.19
757.26
SILL STEP
760,739.66
1,736,066.18
756.60
756.53
CROSS VANE
760,725.04
1,736,063.02
755.78
755.68
SILL STEP
760,709.27
1,736,070.63
755.16
754.99
SILL STEP
760,697.97
1,736,073.60
754.41
754.51
SILL STEP
760,674.66
1,736,090.56
753.41
753.13
I
L_B -
CROSS
SPENCER, BARRY BRUCE
BK 002260, PG 00218
APPROXIMATE
LOCATION
OF SPRING
-UT 4- AS -BUILT STRUCTURE LOCATIONS
STR TYPE
NORTHING
EASTING
Prop Elevation
AB Survey
Elevation
SILL STEP
760,663.18
1,736,107.94
752.57
752.48
CROSS VANE
760,612.01
1,736,106.18
751.28
751.32
CROSS VANE
760,590.48
1,736,094.17
750.80
750.88
CROSS VANE
760,545.86
1,736,099.74
749.96
749.91
CROSS VANE
760,501.69
1,736,079.94
749.09
749.11
EASEMENT FENCE LINE
A P'
\3-\ RE- EN I SLORATION
k50 AP A 4+28 -UT
3 P� 0 STAz+93 -UT 4-
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EASEMENT FENCE LINE
/
/
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50'
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LIMITS OF
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_ = 26971 = _
9696609
7/26/2022
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 1988
-UT 4A-AS-BUILT STRUCTURE LOCATIONS
STR. TYPE
NORTHING
EASTING
Prop Elevation
AB Survey
Elevation
SILL STEP
760,734.86
1,736,111.78
754.86
754.92
CROSS VANE
760,703.01
1,736,100.80
753.79
753.71
CROSS VANE
760,679.25
1,736,100.09
753.29
753.16
T4
765
START REST FA
N
UT 4A
I
STA +C T 4
z
765
760
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755
750
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745
STA 2+93 -,,T 4
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01
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02
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03
+50
04
+50
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04 + 50
SENT OF SDG IS NOT PERMITTED
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BULL CHUTE
RANDOLPH COUNTY, NC
AS -BUILT STRUCTURES
PROJECT n
DRAWING NAME:
DATE:
2022
DRAWN BY:
JRH
REVIEWED BY,
JGD
REVISIONS:
SHEET NO
AB-04J
0

DocuSign Envelope ID: 7DF7F384-5229-44F3-936D-33FF129541 C2
-UT 4C- AS -BUILT STRUCTURE LOCATIONS
STR TYPE
NORTHING
EASTING
Prop Elevation
AB Survey
Elevation
CROSS VANE
760,412.52
1,736,054.25
747.30
747.29
SILL STEP
760,404.05
1,736,061.52
747.16
BUILT/NS
SILL STEP
760,391.91
1,736,070.92
746.30
746.48
CROSS VANE
760,382.39
1,736,073.63
745.61
745.70
' - - -I�fr.'.'' - - - 747 00154EASEMENT FENCE
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HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 1988
25' 12.5' 0
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25'
50'
SCALE: 1"= 50'
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STA 1+20 -UT 4C- Tcnn-
-UT 4- AS -BUILT STRUCTURE LOCATIONS
STR TYPE
NORTHING
EASTING
Prop Elevation
AB Survey
Elevation
SILL STEP
760,465.76
1,736,065.81
748.30
748.51
SILL STEP
760,423.72
1,736,102.15
746.83
746.95
SILL STEP
760,395.95
1,736,090.11
745.96
746.01
SILL STEP
760,368.77
1,736,087.71
745.06
745.09
CROSS VANE
760,330.29
1,736,108.30
743.70
743.75
CROSS VANE
760,313.02
1,736,122.72
743.16
743.16
CROSS VANE
760,304.88
1,736,140.57
742.74
742.88
CROSS VANE
760,273.67
1,736,151.67
742.07
741.97
CROSS VANE
760,206.95
1,736,169.90
740.46
740.41
CROSS VANE
760,174.41
1,736,170.89
739.64
739.65
CROSS VANE
760,129.49
760,129.49
738.65
738.61
75
75Q
745
74Q
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05
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06
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STR TYPE
CROSS VANE
NORTHING
759,983.37
EASTING
1,736,263.17
AB Survey
Prop Elevation Elevation
735.15
735.09
CROSS VANE
759,953.84
1,736,272.42
734.44
734.52
CROSS VANE
759,932.41
1,736,283.88
733.82
734.05
LOG VANE
759,776.05
1,736,318.22
730.79
730.64
CROSS VANE
759,745.49
1,736,366.18
729.99
730.25
CROSS VANE
759,711.42
1,736,408.70
728.84
728.56
CROSS VANE
759,698.35
1,736,425.81
728.37
728.45
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PERMANENTCROSSINGU,
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74
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HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 1988
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STR TYPE
NORTHING
EASTING
Prop Elevation
AB Survey
Elevation
CROSS VANE
759,619.83
1,736,415.50
727.16
727.09
CROSS VANE
759,519.80
1,736,460.50
725.28
725.29
CROSS VANE
759,445.98
1,736,545.63
723.40
723.32
735
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REVISIONS:
SHEET NO.
AB-04M
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730
725
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STR. TYPE
NORTHING
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AB Survey
Elevation
CROSS VANE
759,209.75
1,736,611.53
720.01
720.07
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HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 1988
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-UT 4- AS -BUILT STRUCTURE
LOCATIONS
AB Survey
STR TYPE
NORTHING
EASTING
Prop Elevation
Elevation
CROSS VANE
759,155.54
1,736,588.87
718.80
718.82
759,110.05
1,736,595.33
718.14
718.18
CROSS VANE
CROSS VANE
759,058.88
1,736,599.88
717.44
717.45
CROSS VANE
758,993.93
1,736,588.73
716.58
716.70
758,855.94
1,736,596.88
714.50
714.50
CROSS VANE
CROSS VANE
758,828.36
1,736,603.14
713.96
713.87
I
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725
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710
705
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DRAINING NAME:
DATE:
2022
DRAWN BY:
JRH
REVIEWED BY,
JGD
REVISIONS:
SHEET NO.
ems
+50
19
+50
20
+50
21
+50
22
+50
23
+50
24
+ 50
25
AB-04N

DocuSign Envelope ID: 7DF7F384-5229-44F3-936D-33FF129541 C2
HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 1988
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7/26/2022
DATE:
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-UT 4- AS -BUILT STRUCTURE LOCATIONS
STR. TYPE
NORTHING
EASTING
Prop Elevation
AB Survey
Elevation
CROSS VANE
758,773.81
1,736,601.36
712.84
712.82
CROSS VANE
758,692.57
1,736,621.45
711.26
711.20
725
725
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715
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DRAWING NAME:
DATE:
2022
DRAWN BY:
JRH
REVIEWED BYr
JGD
REVISIONS:
SHEET NO.
25 +50 26 +50
AB-040

DocuSign Envelope ID: 7DF7F384-5229-44F3-936D-33FF129541 C2
770
765
760
75
75Q
START
STA 0+00 -UT 4A-
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VERTICAL DATUM: NAVD 1988
PR
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CROSS VANE
SILL STEP
SILL STEP
SILL STEP
SILL STEP
SILL STEP
CROSS VANE
SILL STEP
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SILL STEP
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7/26/2022
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RECORD DRAWING
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1111111111
NORTHING
760,983.07
760,954.77
760,944.24
760,918.13
760,907.49
760,898.44
760,880.97
760,869.80
760,847.53
760,819.33
760,790.24
760,770.84
760,756.77
760,741.02
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1,736,216.46
1,736,208.36
1,736,204.22
1,736,199.74
1,736,197.75
1,736,187.99
1,736,183.47
1,736,177.10
1,736,170.65
1,736,176.11
1,736,170.29
1,736,156.55
1,736,152.03
1,736,122.67
1111111111
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Prop Elevation
765.54
764.87
764.11
763.04
762.30
761.59
760.84
760.43
759.30
758.74
757.62
756.85
756.17
755.58
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AB Survey
Elevation
765.71
765.08
764.27
763.07
762.43
761.93
760.95
760.27
BUILT / NS
758.75
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756.88
756.14
755.66
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770
765
755
750
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PROJECT n
DRAWING NAME:
DATE:
2022
DRAWN BY:
JRH
REVIEWED BY,
JGD
REVISIONS:
SHEET NO.
AB-04P

DocuSign Envelope ID: 7DF7F384-5229-44F3-936D-33FF129541 C2
EASEMENT FENCE LINE
SPENCER, BARRY BRUCE
BK 002260, PG 002'9
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HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 1988
25' 12.5' 0
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50'
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7/26/2022
DATE:
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UT
4
760
755
750
745
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DRAWING NAME:
DATE:
2022
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JRH
REVIEWED BY,
JGD
REVISIONS:
SHEET NO.

DocuSign Envelope ID: 7DF7F384-5229-44F3-936D-33FF129541 C2
-UT 7- AS -BUILT STRUCTURE LOCATIONS
STR. TYPE
NORTHING
EASTING
Prop Elevation
AB Survey
Elevation
CR 33 VANE
7C0,50C.34
1,737,233.22
7✓J.25
—
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760,577.35
1,737,202.79
759.10
758.95
2-99
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START RESTORATION
STA 0+00 -UT 3A-
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S-
N
♦
♦
0
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LIMITS OF
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SPENCER, BARRY BRUCE
BK 002260, PG 00218
HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 1988
MILLBROOK TRUST
BK 002571, PG 00308
START ENHANCEMENT III
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TO PROPERTY
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SILL STEP (TYP)
REMOVE DAMS
END RESTORATION
STA 4+18 -UT 3A-
START ENHANCEMENT II
STA 4+18 -UT 3B-
-UT 3- AS -BUILT STRUCTURE LOCATIONS
STR TYPE
CROSS VANE
NORTHING
760,739.57
EASTI NG
1,737,111.71
Prop Elevation
765.07
AB Survey
Elevation
765.20
CROSS VANE
760,718.31
1,737,118.46
764.34
764.51
SILL STEP
SILL STEP
760,673.48
760,630.25
1,737,162.00
1,737,172.83
762.73
762.78
END ENHANCEMENT III
STA 1+36 -UT 7-
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761.18
761.25
730
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CROSS VANE
760,592.08
760,544.29
1,737,185.73
1,737,176.68
759.67
758.10
759.78
757.81
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760,488.83
1,737,119.05
756.15
756.20
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7/26/2022
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RECORD DRAWING
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AB Survey
STR TYPE
NORTHING
EASTING
Prop Elevation
Elevation
SILL STEP
760,461.65
1,737,118.47
755.09
755.23
760,443.28
1,737,114.89
754.10
754.04
SILL STEP
SILL STEP
760,421.43
1,737,120.43
753.06
753.99
DROP STRUCTURE
760,410.60
1,737,119.64
752.46
DROP STRUCTURE
760,399.36
1,737,113.44
750.98
752.48
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PROJECT .
DRAWING NAME:
DATE:
2022
DRAWN BY:
JRH
REVIEWED BY,
JGD
REVISIONS:
SHEET NO.
AB-04R

DocuSign Envelope ID: 7DF7F384-5229-44F3-936D-33FF129541 C2
-UT 3-AS-BUILT STRUCTURE LOCATIONS
STR. TYPE
NORTHING
EASTING
Prop Elevation
AB Survey
Elevation
CROSS VANE
760,118.82
1,736,981.57
741.82
742.14
CROSS VANE
760,089.87
1,736,967.76
741.23
BUILT /NS
CROSS VANE
760,065.16
1,736,947.51
740.56
740.62
1 CROSS VANE
760,022.32
1,736,923.46
739.34 r
CROSS VANE
759,993.32
1,736,917.71
738.99
739.08
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sss
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HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 1988
REDDING, CURTIS A
BK 001447, PG 00980
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25' 12.5' 0
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SCALE: 1"= 50'
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7/26/2022
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DRAWING NAME:
DATE:
2022
DRAWN BY:
JRH
REVIEWED BY,
JGD
REVISIONS:
SHEET NO.
AB-04S

DocuSign Envelope ID: 7DF7F384-5229-44F3-936D-33FF129541 C2
-UT 3- AS -BUILT STRUCTURE LOCATIONS
STR TYPE
NORTHING
EASTING
Prop Elevation
AB Survey
Elevation
CROSS VANE
759,936.81
1,736,864.49
737.15
737.33
CROSS VANE
759,822.33
1,736,856.80
734.75
734.88
CROSS VANE
759,754.48
1,736,844.82
733.19
733.13
CROSS VANE
759,704.27
1,736,827.61
731.98
732.10
CROSS VANE
759,628.21
1,736,824.97
730.23
730.27
CROSS VANE
759,599.83
1,736,786.35
729.13
729.14
CROSS VANE
759,532.58
1,736,793.78
727.61
727.63
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HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 1988
REDDING, CURTIS A
BK 001447, PG 00980
25' 12.5' 0
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7/26/2022
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PROJECT n
DRAWING NAME:
DATE:
2022
DRAWN BY:
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REVIEWED BY,
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7/26/2022
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MIPRECORD DRAWING _
-UT 3- AS -BUILT STRUCTURE LOCATIONS
STR. TYPE
NORTHING
EASTING
Prop Elevation
AB Survey
Elevation
CROSS VANE
759,481.31
1,736,759.89
726.50
726.50
CROSS VANE
759,439.19
1,736,748.95
725.37
725.35
LOG VANE
759,391.08
1,736,730.12
724.25
BUILT / NS
CROSS VANE
759,343.33
1,736,702.44
723.46
723.51
CROSS VANE
759,278.39
1,736,656.57
721.70
721.78
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PROJECT n
DRAWING NAME:
DATE:
2022
DRAWN BY:
JRH
REVIEWED BY,
JGD
REVISIONS:
SHEET NO.
15 +50 16 +50 17 +50 18
AB-04U

DocuSign Envelope ID: 7DF7F384-5229-44F3-936D-33FF129541 C2
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MILLBROOK TRUST
BK 002571, PG 00308
SPENCER, BARRY BRUCE
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EASEMENT FENCE LINE
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HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 1988
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7/26/2022
DATE:
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
■ RECORD DRAWING
0
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DocuSign Envelope ID: 7DF7F384-5229-44F3-936D-33FF129541 C2
DESIGN PLANTING TABLE
Vegetation Association
Piedmont/Low Mountain
Alluvial Forest*
Dry-Mesic Oak-
Mckory Forest*
Stream -side
Assemblage**
TOTAL
Area (acres)
163
6.2
6.0
28.5
Species
# planted*
% of total
# planted*
% of total
# planted**
% of total
# planted
Tag alder (Alnus serrulata)
--
--
--
--
2448
15
2418
River birch (Betula nigra)
1663
15
--
--
2448
15
4111
S43
20
S113
Red bud (Cercis canadensis)
--
--
632
15
--
--
632
Silky dogwood (Corpus amomum)
1663
15
--
--
3264
20
r
4927
Persinmiun (Diospyros virginiana)
--
--
422
10
--
--
422
Mockemut hickory (Carya tomentosa)
--
--
211
5
--
--
211
Tulip poplar (Liriodendron tulipifera)
1663
15
--
--
--
--
1663
Sycamore (Platanus occidental's)
2217
20
--
--
3264
20
5481
Black gum (Nyssa sylvatica)
--
--
632
15
--
--
632
Wateroak(Quercusnigra)
2217
20
843
20
1632
10
4692
Willow oak(Quercusphellos)
1663
15
632
15
1632
10
3927
Blackwillow(Salixnigra)
--
--
--
--
1632
10
1632
TOTAL
11084
100
4216
100
16320
100
31620
* Planted at a density of 680 stems/acre.
** Planted at a density of 2720 stems/acre.
RECORD DRAWING
AS -BUILT PLANTING TABLE
Table 6A. Planted Bare Root Woody Vegetation
Bull Chute Stream and Riparian Wetland Mitigation Site
Species
Total
Acres
28.5
Alnus serrulata
2,500
Betula nigra
4,000
Cercis canadensis
600
Carya tomentosa
200
Corpus amomum
5,000
Diospyros virginiana
420
Liriodendron tulipifera
1,700
Nyssa sylvatica
600
Platanus occidentalis
5,500
Quercus nigra
5,500
Quercus phellos
4,000
Salix nigra
1,600
TOTALS
31,620
Average Stems/Acre
1,110
Table 6B. Permanent Seed Mix
Bull Chute Stream and Riparian Wetland Mitigation Site
Species
Percent of Total Mix
Redtop (Agrostis gigantea)
10%
VA Wild Rye (Elymus virginicus)
15%
Switchgrass (Panicum virgatum)
15%
Eastern Gammagrass (Tripsacum dactyloides)
5%
PA Smartweed (Polygonum pensylvanicum)
5%
Little Bluestem (Schizachyrium scoparium)
5%
Soft Rush (Juncus effusus)
5%
Bur Marigold (Bidens cernua)
10%
Lance -leaved Tickseed (Coreopsis lanceolata)
10%
Deertongue (Dichanthelium clandestinum)
10%
Big Bluestem (Andropogon gerardii)
5%
Indiangrass (Sorghastrum nutans)
5%
TOTAL
100%
0 21122 SL'NGATE DESIGN GROUP, P.A. THIS DRAWING AND ALL REPRODUCTIONS OF IT ARE THE SOLE PROPERTY OF SDG. REPRODUCTION OR OTHER USES OF THIS DRAWING WITHOUT WRITTEN CONSENT OF SDG IS NOT PERMITTED
a
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BULL CHUTE
RANDOLPH COUNTY, NC
AS -BUILT PLANTING LIST
PROJECT n
DRAWING NAME:
DATE:
2022
DRAWN BY:
JRH
REVIEWED BY,
JGD
REVISIONS:
SHEET N0.
AB-04W