NC0024406_Belews Creek CSA Update 2017 Appendix E_20171031

2017 Comprehensive Site Assessment Update October 2017
Belews Creek Steam Station
APPENDIX E
SUPPORTING DOCUMENTS
SynTerra

2017 Comprehensive Site Assessment Update October 2017
Belews Creek Steam Station
STANTEC REPORT
SynTerra

,. ' • ��• f Saddle Dike No. 4 _-- �
Spillway
Saddle Dike No. 3
Saddle Dike No. 2 Main Dam "'"s
g t `'' Saddle Dike No. 1
44
Bedews Laketip
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ar
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4.
EQUALIZATION BASIN00.
-
ACTIVE ASH BASIN`
SEDIMENT BASIN ,€
FGD Wetlands
t� CHEMICAL POND M
SEDIMENT BASIN'
,
Structural fill (Closed)
STORMWATER BASIN
Pine Hall Road Landfill (Closed) CONSOLIDATION BASINS
4 Lagoon
STORMWATER BASIN ` +' ,+ r
SEDIMENT BASIN''S�B-8 r-���,
STORMWATER BASIN y
FGD Residue Landfill i ""
SEDIMENT BASIN ,.`, 4,11
FGD RESIDUE LANDFILL STORMWATER BASIN _ ►
.p ��" '► SEDIMENT BASIN;
\ 1+y SEDIMENT BASIN SB -4 _ ;
;4ON - 4 Sediment Trap ST -7 r .
-�%
r a •! '.�, -:,� "' _ � LEACHATE BASIN SEDIMENT BASIN SB -5 � !'
STORMWATER BASIN LEACHATE BASIN
STORMWATER BASIN Craig Road Landfill ,> ,�•
SEDIMENT BASIN
Revision No. Date Description
44
■
r 0�

ACTIVE ASH BASIN
8 -inch Diameter PVC
(Belews-1 through 5)
Cell 5B==--z---
Cell 5A
8 -inch Diame
ffFPVC
(Belews-6 gh 10)
(See Figure 2, motograph No. 1)
18 -inch Diameter HDPE Outlet
(Belews-1 1)
(See Figure 2, Photograph Nos. 2 and 31)
^ Belews
18 -inch Diameter HDPE Outfall
(Belews-27)
(See Figure 3, Photograph No. 7)
18 -inch Diameter HDPE Ouffall
(Belews-26)
(See Figure 2, Photograph No. 6)
Belews-15
18 -inch Diameter HDPE Outfall
(See Figure 2, Photograph No. 5)
12 -inch Diameter PVC
(See Figure 2, Photograph No. 4)1
12 -inch Diameter PV
U
Cell 4B Ce11 3, Cell 3,
Ir
Cell 4A -
a 18 -inch Diameter PVC
Belews-13
" Decant Structure
-28 F 18 -inch Diameter PVC (Reported to be Abandoned)
8 -inch Diameter PVC
(Belews-31 and 32)
Belews-29
EQ- ASIN 12 -inch Diameter PVC
Belews-30
19ftibblu SK,
Cell 1 B. 12 -inch Diameter PVC
!Cell I 12 -inch -Diameter PVC .,
B l w -1 6throu h 2
0
J 12 -inch Diameter PVC
(Belews-21 through 25)
18*lnch Did fn ter HDPE Stormwater Pipe Belews Lake -
(Be1e,ws-14)
M

SEDIMENT BASIN
36 -inch Diameter RCP Outlet a
Chemical Pond Area (Belews-36)
(See Figure 3, Photograph. No. 12) _` A;• - -
rw
Outland Pond Discharge Int �.
(See Figure 3, Photograph No. 11)
Outlet Pipe (Buried) with 24 -inch Diameter CMP Riser
(Belews-35)
(See Figure 3, Photograph No. 10)
Dual 24 -inch Diameter CPP Pipes with Precast Intake Structure
8-inc Diameter Diameter CMP Culvert
(Belews-33 and 34) -
(See Figure 3, Photograph Nos. 8 and 9) -` (Belews-39) ,.•
SEDIMENT BASIN'
Structural Fill Area (Closed)
STORMWATER BASIN r
SEDIMENT BASIN
Pine Hall Road Landfill (Closed)
18 -inch meter CMF -Outlet .
("Iews-40) '
(See Figure 5,. PhotogralSh Nos
18 -inch Diameter CMP Outlet` i n
(Belews-37),
(See Figure 4, Photograph Nos. 13 and 14)
-� 118-inchn`Diameter CMuEet
R *
(B eV -.
.`
STORMWATER BASIN r " (See Figure 5, Photograph Nos. 19 and 20)
24 -inch Diameter CMP Outlet f
(Belews-38)
18,inch Diameter CMP Outlet
(See Figure 4, Photograph Nos. 15 and 16)
(Belews-42)
(See Figure 4, Photograph Nos. 17 and 18)
r
mi
Q
0
18 -inch Diameter CMP Outlet
t.
(Belews-43)
(See Figure 5, Photograph No. 23)
RMWATrMSIN-1 - - --
Ik //,===STORMWATER BASIN 2
18 -inch Diameter CMP Outlet
(Belews-44)
(See Figure 5, Photograph No. 24)
CONSOLIDATION BASIN
Lagoon
404 w

a -fir CONSOLIDATION BASIN A
Dual 30 -inch Diameter RCP Outlet Pipes (Belews-45 and 46) ,Q s 48 -inch Diameter CMP Riser with 24 -inch Diameter CMP Outfall
(See Figure 6, Photograph No. 25) (Belews-70) / p\
(See Figure 6, Photograph. Nos. 26 and 27)
r 30-inch"Di er RCP Inlet with Cat Basin
,p. (Belews-4j y:'... RY RETENTION BASIN
36 -inch Diameter CMP Riser with 30-irwh`_Diameter GMP Outlet > 36 -inch Diameter CMP Riser with 18 -inch -Diameter CMP Pipe
(Bele 8) s (Belews-69)
(See Figyw:6, Photograph No..30) 'N '(See Figure 6, Photograph Nos. 28 and 29)
F, 24 -inch Diameter SDR 26 Inlet a"
- (Belews-49) SEDIMENT BASIN SB -8 Outlet Pipe
y. 30 -inch Diameter SDR 26 Inlet (Belews-68)
(Belews-50) SEDIMENT BASIN SB17 (See Figure 7, Photograph No. 1
21 -inch HDPE Riser and 18 -inch. Diameter HDPE Outlet
24 -inch Diameter HDPE Outlet (Belews-51 SEDIMENT BASIN SB -6
(Belews-56) (See Figure 7, Photograph Nos. 32 and 33) 24 -inch Diameter Corrugated HDPE
(See Figure 8, Photograph Nos. 41-42)
36 -inch Diameter SDR 26 Inlets '3 FGD Residue Landfill (Belews-67)
Precast Structure with Trash Rack (Belews-52 and 53) FGD RESIDUE LANDFILL STORMWATER BASIN
(See Figure 8, Photograph No. 40) SEDIME DIMENT BASIN SB -5
SEDIMENT BASIN SB -4
LEACHATE B
STORMWATER BASIN
Intake Culverts Y— 54 -inch Diameter CMP Riser with 42 -inch Diameter CMP Outlet
24 -inch Diameter HDPE (Belews-58 and 59�-_ -- -�
Belews-6
(Belews-57)S Figure 8
1 o
, Photograph 9
(N 373 )
-
54 -inch Diameter CMP Riser with 42 inch Diameter CMP Outlet
u� al 4 -inch Diameter HDPE Outlet
,.:� .. LEACHATE BASIN � (Belews-65)
Belews-64
( ) (See Figure 7, Photograph Nos. 34-36)
(See Figure 8, Photograph Nos. 43)
24 -inch Diameter HDPE Inlet 30 -inch Diameter CMP Culvert
f (Belews-64)
24 -inch Diameter HDPE (Belews-55)
(Belews-60) ws-
STORMWATER BASIN g
Crai Road Landfill
24 -inch Diameter CMP Riser with Trash Rack and 18 -inch HDPE Outlet Pipe
Belews-63
(See Figure 9, Photograph No. 46)�WS
24 -inch Diameter CMP Riser with Trash Rack and 18 -inch HDPE Outlet Pipe
21 -inch Diameter HDPE with 24 -inch CMP Riser SEDIMENT BASIN (Belews-62)
(Belews-61) (See Figure 9, Photograph No. 45)
(See Figure 9, Photograph No. 44)
�� r
mi

t
Legend
TL` � ���� Pipe Segment (Recommended to be Inspected)
Pipe Segment (Not Recommended to be Inspected)
Pipe Segment (Previously Inspected by Stantec)
Notes
1. Coordinate System: WGS 1984 Web Mercator Auxiliary Sphere
2. Aerial Source: MapMart Imagery (Dated 2/14/2013)
3. Pipe Location and Length Shown are Approximate
DRAFT
Patrick Virginia Henry
iSurry Stokes Rockingham
North �
Carolina
Yadkin Forsyth Guilford
y.4
Client/Project
Parker Poe Adams & Bernstein LLP /
Duke Energy Non -CCB Impoundment Pipe Inspection
Site Scouting
Figure No.
1d - Main Dam Spillway Closeup
Title
BELEWS CREEK STEAM STATION
Stokes County,
North Carolina
IN
!
l ir
-
w -
•�
� 1 •lam
r
Mir
r
i
Legend
TL` � ���� Pipe Segment (Recommended to be Inspected)
Pipe Segment (Not Recommended to be Inspected)
Pipe Segment (Previously Inspected by Stantec)
Notes
1. Coordinate System: WGS 1984 Web Mercator Auxiliary Sphere
2. Aerial Source: MapMart Imagery (Dated 2/14/2013)
3. Pipe Location and Length Shown are Approximate
DRAFT
Patrick Virginia Henry
iSurry Stokes Rockingham
North �
Carolina
Yadkin Forsyth Guilford
y.4
Client/Project
Parker Poe Adams & Bernstein LLP /
Duke Energy Non -CCB Impoundment Pipe Inspection
Site Scouting
Figure No.
1d - Main Dam Spillway Closeup
Title
BELEWS CREEK STEAM STATION
Stokes County,
North Carolina

Photograph No. 1:
Downstream end of 8 -inch diameter PVC from Cell 4A.
a x
QX
i vlm'4E�
Photograph No. 4:
Downstream end of 12 -inch diameter PVC from Cell 2B.
(3 Stantec
Y
a
Photograph No. 2:
Downstream end of 18 -inch diameter HDPE from Cell 5A.
Photograph No. 5:
Downstream end of 18 -inch diameter HDPE outlet.
DRAFT
N
Photograph No. 3:
18 -inch diameter HDPE pipe; showing parshall
flume from Cell 5A.
Photograph No. 6:
Downstream end of 18 -inch diameter HDPE outlet.
Client/Project
Parker Poe Adams & Bernstein LLP /
Duke Energy Non -CCB Impoundment Pipe Inspection
Site Scouting
Figure No.
2 - Observation Photographs
77
BELEWS CREEK STEAM STATION
Stokes County,
North Carolina

a
E
Photograph No. 7:
18 -inch diameter outlet.
Photograph No. 10:
24 -inch diameter CMP inlet structure for Belews-63.
(3 Stantec
Photograph No. 8:
Inlet/catch basin structure.
r
4'
Photograph No. 11:
Outlet structure for 36 -inch diameter RCP.
DRAFT
Photograph No. 9:
Dual 24 -inch diameter CPP outlets.
Photograph No. 12:
36 -inch diameter RCP outlet.
Client/Project
Parker Poe Adams & Bernstein LLP /
Duke Energy Non -CCB Impoundment Pipe Inspection
Site Scouting
Figure No.
3 - Observation Photographs
Title
BELEWS CREEK STEAM STATION
Stokes County,
North Carolina

a
E
Photograph No. 13:
24 -inch diameter CMP inlet.
Photograph No. 16:
18 -inch diameter CMP outlet.
00,Stantec
Photograph No. 14:
Downstream side of 24 -inch diameter CMP outlet.
Photograph No. 17:
18 -inch diameter CMP inlet.
Photograph No. 15:
18 -inch diameter CMP inlet.
Photograph No. 18:
18 -inch diameter CMP outlet.
Client/Project
Parker Poe Adams & Bernstein LLP /
Duke Energy Non -CCB Impoundment Pipe Inspection
Site Scouting
Figure No.
4 - Observation Photographs
m Title
BELEWS CREEK STEAM STATION
so
Stokes County,
North Carolina

Photograph No. 19:
18 -inch diameter CMP inlet.
Ail 1\
IV
All
"fir -r
Photograph No. 22:
18 -inch diameter CMP outlet.
(3 Stantec
Photograph No. 20:
18 -inch diameter CMP outlet.
Photograph No. 23:
18 -inch diameter CMP outlet.
Photograph No. 21:
18 -inch diameter CMP inlet.
Photograph No. 24:
18 -inch diameter CMP outlet.
Client/Project
Parker Poe Adams & Bernstein LLP /
Duke Energy Non -CCB Impoundment Pipe Inspection
Site Scouting
Figure No.
5 - Observation Photographs
m Title
BELEWS CREEK STEAM STATION
so
Stokes County,
North Carolina

a
E
Photograph No. 25:
Dual 30 -inch diameter RCP outlets.
Photograph No. 28:
36 -inch diameter CMP vertical standpipe for Belews-77.
00,Stantec
Photograph No. 26:
48 -inch diameter CMP vertical standpipe.
Photograph No. 29:
18 -inch diameter CMP outlet.
Photograph No. 27:
View of 24 -inch diameter CMP outlet downstream
end view.
Photograph No. 30:
36 -inch diameter CMP vertical standpipe for
18 -inch diameter CMP.
i
Client/Project
Parker Poe Adams & Bernstein LLP /
Duke Energy Non -CCB Impoundment Pipe Inspection
Site Scouting
Figure No.
6 - Observation Photographs
m Title
BELEWS CREEK STEAM STATION
so
Stokes County,
North Carolina

a
E
Photograph No. 31:
36 -inch diameter CMP vertical standpipe for
18 -inch diameter CMP.
Photograph No. 34:
54 -inch diameter CMP vertical standpipe for
42 -inch diameter CMP.
(3 Stantec
Photograph No. 32:
21 -inch diameter HDPE vertical standpipe for
18 -inch diameter HDPE.
Photograph No. 35:
42 -inch diameter CMP outlet.
Photograph No. 33:
Downstream view (in pump station) of 18 -inch diameter
HDPE outlet with 18 -inch cast iron valve.
Photograph No. 36:
42 -inch diameter CMP outlet.
Client/Project
Parker Poe Adams & Bernstein LLP /
Duke Energy Non -CCB Impoundment Pipe Inspection
Site Scouting
Figure No.
7 - Observation Photographs
m Title
BELEWS CREEK STEAM STATION
so
Stokes County,
North Carolina

a
E
e
• r fi.•`�ir � . .
Photograph No. 37:
54 -inch diameter CMP vertical standpipe.
Photograph No. 40:
Precast concrete outlet structure.
(3 Stantec
Photograph No. 38:
View of 42 -inch diameter CMP outlet.
Photograph No. 41:
Interior view of outlet structure showing 24 -inch
diameter inlet.
F/
Photograph No. 39:
Interior view of 42 -inch diameter CMP.
Photograph No. 42:
24 -inch diameter HDPE outlet.
Client/Project
Parker Poe Adams & Bernstein LLP /
Duke Energy Non -CCB Impoundment Pipe Inspection
Site Scouting
Figure No.
8 - Observation Photographs
m Title
BELEWS CREEK STEAM STATION
so
Stokes County,
North Carolina

a
E
Photograph No. 43:
Dual 21 -inch diameter HDPE Leachate Basin outlets.
Photograph No. 46:
18 -inch diameter HDPE outlet.
(3 Stantec
Photograph No. 44:
21 -inch diameter HDPE outlet.
Photograph No. 45:
21 -inch diameter CMP vertical standpipe.
Client/Project
Parker Poe Adams & Bernstein LLP /
Duke Energy Non -CCB Impoundment Pipe Inspection
Site Scouting
Figure No.
9 - Observation Photographs
m Title
BELEWS CREEK STEAM STATION
so
Stokes County,
North Carolina

-8915000
Legend
(10 Sta ntec Photograph Observation Point
Notes
1. Coordinate System: WGS 1984 Web Mercator Auxiliary Sphere
2. Aerial Source:
Image obtained from Google Earth Professional on: 07/11/2014
Imagery Date: 04/05/2013 Stantec License Key: JCPMX84H47PH7HT
3. Issues Defined In Station Report
JuH 2014
Project No. 175664006
La Client/Project
Patrick �/Irg In la Henry
PMisyNania
Surry Stokes
Rockingham
North
Forsyth
Carolina
Guilford
Duke Energy Ash Pond Pipe
Inspection
Figure No.
1 - Site Plan
Title
BELEWS CREEK STEAM STATION
Stokes County, North Carolina

Photograph No. 1:
Active outlet.
Photograph No. 4:
Abandoned decant riser.
(3 Stantec
P,
ik
Photograph No. 2:
Active decant riser.
' n l
' 7� r�4
g.d
vo ,w� �� ty c:. •' A,
1 � r
Photograph No. 3:
Abandoned outlet pipe.
July 2014
Project No. 175664006
Client/Project
Duke Energy Ash Pond Pipe
Inspection
Figure No.
2 - Observation Photographs
Title
BELEWS CREEK STEAM STATION
Stokes County, North Carolina

S ti
Photograph No. 1:
Sparse vegetation on internal slope.
f
Photograph No. 4:
Wet area at approximate Elevation 740 feet.
5 Stantec
Photograph No. 2:
Erosion under sluice lines.
� w
_ J
"1AP V -0 e
/l
f
Photograph No. 5:
Sediment and vegetation in drainage channels.
YAFI iy�`n'S4 � 'fl -
'rb 1 ^$y
Photograph No. 3:
Mower rutting.
r ",V
Photograph No. 6:
Ponded water beyond right abutment, drains to toe.
July 2014
Project No
175664005
Client/Project
Duke Energy CCB Impoundment
Field Reconnaissance
Figure No.
2 - Observation Photographs
Title
BELEWS CREEK STEAM STATION
Stokes County, North Carolina

O
E
Photograph No. 7:
Seepage in natural ground near left abutment.
_ t
>•� 5 *Fr
1'
M�
Photograph No. 10:
Seepage and drains at toe.
5 Stantec
Photograph No. 8:
Seepage collection adjacent to left abutment.
Photograph No. 11:
Seep above Elevation 670 -feet bench near right abutment.
Photograph No. 9:
Seepage collection from natural ground adjacent
to right abutment.
Photograph No. 12:
Seep near Parshall flume TF -3.
July 2014
Project No. 175664005
Client/Project
Duke Energy CCB Impoundment
Field Reconnaissance
Figure No.
3 - Observation Photographs
Title
BELEWS CREEK STEAM STATION
Stokes County, North Carolina

Photograph No. 13:
Abandoned outlet pipe with fly ash fill.
5 Stantec
July 2014
Project No. 175664005
Client/Project
Duke Energy CCB Impoundment
Field Reconnaissance
Figure No.
4 - Observation Photographs
Title
BELEWS CREEK STEAM STATION
Stokes County, North Carolina

2017 Comprehensive Site Assessment Update October 2017
Belews Creek Steam Station
WSP MAPS
SynTerra

TOPOGRAPHIC AND PLANIMETRIC CERTIFICATION
I, DAVID K. BRUBAKER, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT AND
RESPONSIBLE CHARGE FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION; THAT THIS
AIRBORNE SURVEY WAS PERFORMED AT THE 95 PERCENT CONFIDENCE LEVEL TO MEET FEDERAL
GEOGRAPHIC DATA COMMITTEE STANDARDS; TH Tj%'� I$i RVEY WAS PERFORMED TO MEET THE
REQUIREMENTS FOR A TOPOGRAPHIC/PLANT I 1 THE ACCURACY OF CLASS A AND
VERTICAL ACCURACY WHEN APPLICABLE TI ASS T%ARD, AND THAT THE ORIGINAL
DATA WAS OBTAI ON APRIL 17, 2014,,o'TTT°�' S 1[ 'WADS COMPLETED ON JULY 6, 2015;
THAT CONTOURS SHO AS BROKEN LINtS 4W NOT SM t_ _ THESTATED STANDARD; AND ALL
COORMATES AR A D ON NAD83/2$11 AND AIkkLEVATP.DNS:ARE BASED ON NAVD88.
� : s
L-2968
•i..,9 *-:
DAVID K. BRUBAKER, P.L.S. #2968 K " RU0P���®�
DATE
PREVIOUSLY MAPPED ASH AREA: 357 +/- ACRES
TOTAL MAPPED AREA: 1,626 +/- ACRES (INCLUDING ASH AREA)
GENERAL NOTES
1. BASIS OF BEARINGS: NC GRID NAD83/2011.
2. ELEVATIONS ARE BASED ON NAVD88.
3. THIS MAP IS NOT A BOUNDARY SURVEY, PROPERTY LINES SHOWN HEREON PER STOKES COUNTY GIS AND ARE
FOR REFERENCE ONLY.
4. THE PLANIMETRIC LOCATION ON THIS MAP IS BASED ON PHOTOGRAMMETRIC MAPPING OF IMAGERY COLLECTED
ON APRIL 17, 2014. [ALTITUDE OF SENSOR = 3,600' / SENSOR FOCAL LENGTH = 153.558mm] THE IMAGERY
CAPTURED IS SUITABLE TO CREATE 1"=100' SCALE MAPPING AND CONTOURS AT AN INTERVAL OF 2', AND
MEETS THE NATIONAL MAP ACCURACY STANDARDS FOR 1"=100' SCALE MAPPING. DATA PROVIDED WHERE
CLEAR AND VISIBLE ON THE IMAGERY IS WITHIN 2' OF ITS TRUE POSITION.
5. NO UNDERGROUND UTILITIES HAVE BEEN LOCATED OR MAPPED FOR THIS PROJECT. THE
LOCATION OF ANY AND ALL UTILITIES SHOWN HEREON WHETHER PUBLIC OR PRIVATE, IS BASED ON
PHOTOGRAMMETRIC MAPPING AND IS APPROXIMATE ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
LOCATION PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. WSP CANNOT ASSUME RESPONSIBILITY FOR
MISIDENTIFICATION OR OMISSION OF UNDERGROUND UTILITIES.
6. DASHED CONTOURS AND ESTIMATED SPOT ELEVATIONS SHOWN IN OBSCURED AREAS ARE COMPILED FROM
LIMITED PHOTOGRAMMETRIC DATA DUE TO LEAF ON CONDITIONS DURING THE APRIL 17TH FLIGHT. INFORMATION
SHOWN IN OBSCURED AREAS IS FOR REFERENCE ONLY.
7. NO CONTOURS ARE SHOWN UNDER WATER.
8. FLOOD LINES SHOWN HEREON ARE FOR REFERENCE ONLY, PER WWW.FRIS.NC.GOV.
9. PORTIONS OF THE MAPPED AREA ARE WITHIN A FLOOD HAZARD AREA ACCORDING TO FLOOD INSURANCE RATE
MAPS:
37103698200K PANEL 6982 LAST REVISED 07/03/2007
10. SWITCHYARD AND / OR SUBSTATION INFORMATION SHOWN HEREON INSIDE THE FENCE LINE IS FROM
PHOTOGRAMMETRIC MAPPING ONLY.
11. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED.
12. THE AREA SHOWN HEREON WAS COMPUTED USING THE COORDINATE COMPUTATION METHOD.
13. LINES NOT SURVEYED ARE SHOWN AS BROKEN LINES FROM INFORMATION REFERENCED ON THE FACE OF THIS
PLAT.
14. PROPERTY SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD.
15. INFORMATION SHOWN ON PRIVATE PROPERTY IS FOR REFERENCE ONLY.
BELEWS CREEK NOTES
CLASS OF SURVEY: URBAN LAND SURVEYS (CLASS A)
POSITIONAL ACCURACY: 0.02'
TYPE OF GPS FIELD PROCEDURE: VRS
L 9 2014 & APRIL 17
DATE OF SURVEY: APRT , 2014
DATUM/EPOCH: NAD83(11)/2010.00
PUBLISHED/FIXED-CONTROL USED: VRS, NGS WITHERS
GEOID MODEL: GEOID12A
COMBINED GRID FACTOR: 0.999993043
UNITS: US SURVEY FEET
BELEWS CREEK
AERIAL TARGET POINTS
#
NORTHING
EASTING
ELEV.
1
921,588.89
1689044.47
748.29
2
920,960.66
1,687864.52
759.15
3
920,561.38
1,689355.81
862.42
4
919,655.42
1688063.85
796.57
11
919,463.37
1,685988.47
772.52
12
918,429.56
1,683597.56
765.98
13
917,382.37
1,685596.57
779.56
14
915,598.68
1,685260.22
855.21
21
921,240.92
1,676888.06
807.48
22
931,554.31
1,683162.40
704.33
23
930,831.20
1689073.79
809.47
24
922,802.48
1681826.57
854.15
BELEWS CREEK CONTROL POINTS
#
NORTHING
FASTING
ELEV. I
DESC.
101
928,640.41
1,683,505.25
770.74
REBAR
103
928,631.08
1,682,576.33
769.49
REBAR
105
924,932.78
1,682,922.27
761.70
REBAR
109
925,751.86 1
1,684,805.71
768.84
NAIL
I
DPN R1V��
RptLRO�
-61
x
7
X
x
H
BELEWS CREEK STEAM STATION a
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LEGEND
1SMB ONE STORY METAL BUILDING
1 SBB ONE STORY BLOCK BUILDING
2' INTERVAL CONTOURS OBSCURED AREAS*
2' INTERVAL CONTOURS OPEN AREAS
AERIAL MAPPING LIMIT
€ AERIAL MAPPING LIMIT - ASH AREA
BFP BACK FLOW PREVENTER
BIRD BIRD HOUSE - NESTING POLE
8P6 BLUE PIPES - VERTICAL
© CABLE BOX
CAM -* CAMERA POLE
CY CANOPY
COO CLEAN OUT
= EC CONCRETE SLAB - PAD
CMP CORRUGATED METAL PIPE
CPP CORRUGATED PLASTIC PIPE
DRAIN LINE
DRAINAGE CENTERLINE
QD DRAINAGE MANHOLE
DROP INLET DRAIN
O ELECTRIC MANHOLE
ES F9 ELECTRIC SERVICE BOX PANEL
-X -X -X -X --X- FENCE LINE - CHAIN LINK
FENCE LINE - OTHER
FPO FLAG POLE
FOO FIBER OPTIC UNE MARKER
oFIRE FIRE BOX
(:( FIRE HYDRANT
A A '\ FLOOD LINE (SEE NOTE #B)
GM O GAS UNE MARKER
GAS 0 GAS VALVE
GRAVEL / DIRT PATH
GH GUARDHOUSE
a- GUARD RAIL
IV O INDICATOR VALVE - WATER
IRR IRRIGATION CONTROL
KP, KEYPAD - GATE CALL BOX
•)r`(- LIGHT POLE
MB MAIL BOX
OO MANHOLE - UNKNOWN
MANHOLE - SANITARY SEWER
YMH QO MANHOLE - PAINTED YELLOW
MW 0 MONITOR WELL
OHE OVERHEAD UTILITIES
PATH - TRAIL
PAVED SURFACE
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PROPERTY LINE (GIS -DUKE ENERGY)
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STORM DRAIN
O TANK
Q TELEPHONE PEDESTAL
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TF TRANSFORMER
TR 0 TRAILER - MOBILE JOB SITE OFFICE
TREE / BRUSH UNE
UNIDENTIFIED UTILITIES / STRUCTURES / OBJECTS
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LEGEND
1SMB ONE STORY METAL BUILDING
1 SBB ONE STORY BLOCK BUILDING
2' INTERVAL CONTOURS OBSCURED AREAS*
2' INTERVAL CONTOURS OPEN AREAS
AERIAL MAPPING LIMIT
€ AERIAL MAPPING LIMIT - ASH AREA
BFP BACK FLOW PREVENTER
BIRD BIRD HOUSE - NESTING POLE
8P6 BLUE PIPES - VERTICAL
© CABLE BOX
CAM -* CAMERA POLE
CY CANOPY
COO CLEAN OUT
= EC CONCRETE SLAB - PAD
CMP CORRUGATED METAL PIPE
CPP CORRUGATED PLASTIC PIPE
DRAIN LINE
DRAINAGE CENTERLINE
QD DRAINAGE MANHOLE
DROP INLET DRAIN
O ELECTRIC MANHOLE
ES F9 ELECTRIC SERVICE BOX PANEL
-X -X -X -X --X- FENCE LINE - CHAIN LINK
FENCE LINE - OTHER
FPO FLAG POLE
FOO FIBER OPTIC UNE MARKER
oFIRE FIRE BOX
(:( FIRE HYDRANT
A A '\ FLOOD LINE (SEE NOTE #B)
GM O GAS UNE MARKER
GAS 0 GAS VALVE
GRAVEL / DIRT PATH
GH GUARDHOUSE
a- GUARD RAIL
IV O INDICATOR VALVE - WATER
IRR IRRIGATION CONTROL
KP, KEYPAD - GATE CALL BOX
•)r`(- LIGHT POLE
MB MAIL BOX
OO MANHOLE - UNKNOWN
MANHOLE - SANITARY SEWER
YMH QO MANHOLE - PAINTED YELLOW
MW 0 MONITOR WELL
OHE OVERHEAD UTILITIES
PATH - TRAIL
PAVED SURFACE
© © POOL - INGROUND - ABOVE GROUND
o POST
- - - - - - - - - PROPERTY LINE (GIS)
PROPERTY LINE (GIS -DUKE ENERGY)
RCP REINFORCED CONCRETE PIPE
`e / SIGN
128.8 X SPOT ELEVATION
'est2X SPOT ELEVATION ESTIMATED OBSCURED AREAS
)
STORM DRAIN
O TANK
Q TELEPHONE PEDESTAL
TSTA TEST STATION
TF TRANSFORMER
TR 0 TRAILER - MOBILE JOB SITE OFFICE
TREE / BRUSH UNE
UNIDENTIFIED UTILITIES / STRUCTURES / OBJECTS
¢ UTILITY POLE / TRANSMISSION POLE / TRANS. TOWER
0 VAULT
O VAG VAULT ABOVE GROUND
VALVE
PVC VERTICAL PVC
® WATER METER
WV 9 WATER VALVE
WVT WATER VAULT
WATER WELL
HATCH LEGEND
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Job Number
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Photograph Date
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