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Filename: P:IJOBS41 PROJECTS\UTC15 DELIVERABLEF.
VORKING DOCUMENTS15.9 GWM12015_08 (NOV 2015)\FIGURES(1 RE 3-1 - PCE CONCENTRATION MAP.DWG
Project M. r' •ment Initials: Desinner: TSH Checked: CK AD:Toyed: CK
MW 18FY
t1W19FY
WESTERN PLUME
INJECTI❑N AREA
�MW11
MW39.
DRY
MW25FYs
<0.33 I
MW40,9
0MW34FY
WESTERN PLUME NORTHERN TAIL
INJEC i t'•I AREA
sMW32FY
<0.33
<0.33 f 1
MW24FY�
• 1". 0:33
BMw38
SI1W10BR <0.33
(4J SZx_�_rt�x�
TEST CELL
61
MW01B
MWO2
�AW16R/
MAIN
FACILITY
BUILDING
PUMP
HOUSE
SOURCE: ENSAFE & WILSON COUNTY GIS
•
eMW41
Jf` 3,840
MW420 6 860J
27,200 9.
MW43 ,/
11,0000 MW45.
2,000 BMW37FY
46,200
GINEERJ
TE-R-
FACILITY
TEST FIRING RANGE
SMWO3FY
7.0
sMW03
♦
(<0.
MW44
♦
sMW12FY X
Former Central
Plume Injection Area
MW050
MW 14FY
1.8 �
Proposed Central
Plume Horizontal
Well Injection Area
MW33FY0
•<0.33
C•PZ-33D
, PZ., 3_.,3LA.__x-._.,n1
W09L. -.
5 t
0.7 / 1
7.0
CARTRIDGE
BUILDING
0.7
MW1 5R
749
SERVICE
•C,NTER
2.5
MW17FYB''
<0.33
08BR
0.
MWO8
3.2
soMW30R
Down -gradient Area
2.6
MW13FY
12.4 •
PZ-1 Ba•PZ-t4.
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aaa
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41W23FY
dn1W35FY
<0.33
BMW20FY
<0.33
BMW21FY
Pi 2C
PZ-26® _, Z-2D
<0.3c
NORTHERN PLUME
f INJECTION AREA
MW29R&
24.8
•
• �IW27FY
117
1
dAW36FY
® M
<0:3WO73
0MW22FY
<0.33
0 130
APPROX. SCALE, ft.
LEGEND
MONITORING WELL
PIEZOMETER LOCATION
ABANDONED MONITORING WELL
SITE BOUNDARY
OFFSITE PARCEL BOUNDARY
BUILDING FOOTPRINT
DITCH FLOW DIRECTION
WOODED AREA BOUNDARY
FENCELINE
14.5 PCE CONCENTRATION (ug/L)
<0.33
(41.5)
PCE NOT DETECTED ABOVE
INDICATED REPORTING LIMIT
CONCENTRATION NOT USED FOR
CONTOURING (Bedrock Well)
J ESTIMATED VALUE
PCE ISOCONTOUR
PREVIOUS DPT INJECTION AREA
KIDDE TECHNOLOGIES, INC
WILSON, NORTH CAROLINA
Project No.: 60403383 Date: 2015-09-22
Injection Zone with PCE Plume
a-COM
Figure 1-1

Filename: P:UOBS41 PROJECTSIUTCI5 DELIVERABLE£" VORKING DOCUMENTS15.13 DESIGN15.13.8 HORIZONTAL WELL UEST FOR PROPOSALIDRAWINGS\SHEETS 4.5.6 - HORIZONTAL WELL SCREEN LOCATIONS.DWG
Proiect Management Initials: Designer: TSH Checked: CK Approved: CK
sMW32FY
•MW33FY
f
PROPOSED ENTRY mr0
OR EXIT ZONE
L
1- - AMWTTL - -
I ' I
Note for UIC Permit - 5 to 7 horizontal wells are proposed
while only 5 are shown on this drawings. Additional wells may
be installed if feasible based on Driller bid costs. The additional
wells (up to 7) will be installed in the same configuration as
shown and within the proposed injection area.
L
w
11
QMW12FY
- MWpSB
CULVERT PREVIOUSLY USED
FOR WATER SUPPLY HOSE
FIRE HYDRANT
SOURCE: ENSAFE & WILSON COUNTY GIS
KIDDE AEROSPACE FACILITY
WILSON, NORTH CAROLINA
Project No.: 60495393 Date: 2016-06-24
MW16R
MW24FY.
— ' . A
38
1� T"ifiTTT'f TI-111-1 I 1 1 11,
l r " Y r i 1 6PI I I I I 1 \I I I I I I I I
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er
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• MW03FY
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8
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MWO9
9--
MW31 FY
I ,111
MW17Feo
.MWO8BR
B MWO8
GMW3OR
Down -gradient Area
L MWQ6B
�.-� .- --• K K K K K
•
•
•
•
MMW27FY
MW29R B0
•-MW07
sMW26F Y
PROPOSED ENTRY
OR EXIT ZONE
0 100
APPROX. SCALE, ft.
Injection Zone with Proposed Horizontal Well Locations
1—
SD
I111111]III 11111
LEGEND
WATER VALVE
WATER METER
WELL
SIAMESE CONNECTOR
FIRE HYDRANT
WATER SPIGOT
POST INDICATOR VALVE
IRRIGATION CONTROL VALVE
WATER MANHOLE
DROP INLET
ELECTRIC METER
UTILITY POLE
LIGHT POLE
ELECTRIC MANHOLE
GUY WIRE
BOLLARD LIGHT
TRANSFORMER PAD
SIGNAL BOX
FIBER OPTIC MARKER
TELEPHONE PEDESTAL
TELEPHONE MANHOLE
GAS METER
GAS VALVE
WATERLINE
FIRE WATER LINE
GASLINE
STORM DRAINLINE
SANITARY SEWER LINE
OVERHEAD UTILITY LINE
UNDERGROUND POWER LINE
OVERHEAD TELEPHONE LINE
UNDERGROUND TELEPHONE LINE
FENCE LINE
SANITARY SEWER MANHOLE
STORM DRAIN
SANITARY SEWER CLEANOUT
EXISTING MONITORING WELL LOCATION
PROPOSED HORIZONTAL
WELL SCREEN LOCATION
NOTES:
1. ACTUAL ENTRY AND EXIT POINTS AND WELL RISER
LOCATIONS WILL BE PROPOSED BY THE
CONTRACTOR IN THE TECHNICAL EXECUTION PLAN.
THE DRILLING LOCATIONS MUST COMPLY WITH THE
LIMITATIONS OUTLINED IN THE SPECIFICATIONS AND
IN THE CONTINGENCY PLAN AND MUST BE
APPROVED BY AECOM AND UTC PRIOR TO DRILLING.
2. ALL SITE UTILITY LOCATIONS ARE COMPILED USING
MULTIPLE SOURCES, ARE APPROXIMATE, AND WILL
REQUIRE FIELD VERIFICATION PRIOR TO ANY
GROUND BREAKING ACTIVITIES.
3. MW-37FY AND MW-41 THROUGH MW-45 WELL
LOCATIONS ARE APPROXIMATE.
AECOM
Figure 1-2

ELEVATION (FEET ABOVE MSL)
///
A
WEST
160-
150 —
140 —
130
120
LEGEND
SILTY CLAY: Reddish brown, tan,
light grey, olive green
CLAYEY SILT: Light grey, generally stiff
SILTY SAND: Light grey and tan
SILTY CLAY w/ SOME FINE SAND: Light
grey and tan, very soft
SILTY CLAY w/ SOME FINE SAND: Dark
grey and, very soft
GRASS
T
Injection Zone
CONCRETE
ASPHALT
SAND FILL
MONITORING WELL w/
SCREEN INTERVAL
APPROXIMATE
WATER TABLE
MAIN FACILITY BUILDING
NOTE:
Sand, silt, and clay content is spacially variable
within each type described. The descriptions
provide a general characterization to illustrate
inferred commonalities across the central plume
pre —design investigation borings.
HAND RAIL
A
MW02
.m.o
MAIN
BUILD] MW42e ` BNW44
BUILDIN
aNP
USE
NW41
•
•iWO3
TEST FIR]NG RANGE
.MW43
MW45 \
diAW12FY
♦
AT J03 BR
tiAPMMFY
BMW37FY
` 6tIW28R
SERVICE
CENTER
•_
•• •
MW'
rta
w-�
••
♦
z.
• • • PZ-1_ B �PZ.-1 A�
••�rci ;o
Down -gradient
Area
LOADING AREA
CO
KEY MAP
%
%
X Y
x x
-
r
Area of proposed horizontal well screens
40
HORIZONTAL SCALE
10
VERTICAL SCALE
0
0
40
FEET
10
FEET
4.
uJ
w
■
■
■
■
■
■
■
•
•
SCALE
AS SHOWN
DESIGNED BY DATE
CWFIOENTIAL-ALL RIGHTS RESERVED -PROPERTY OF
RD , NORM CAROUNA 27550
DRAWN BY DATE
TSH 240C-112
Figure 1-3 - Cross-section
C F✓[L`KED BY 2iYE Wilson, North Carolina
CK 2.40CT12 CONTRACT NO. DRAWING ND. I REV.
APPROVED BY DATE CK 240CT12 31827866.00005 0
Fig 1-3
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