WI0500448_Application_20220104

North Carolina Department of Environment and Natural Resources
APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
In Situ Groundwater Remediation I Tracer Injection
Do not use this form for the following:
• in situ remediation, tracer, or aquifer test injection wells permitted by rule (ref. 15A NCAC 02C .0217)
• remediation systems that reinject treated contaminated groundwater (ref. 15A NCAC 02T .1600)
Application Number (to be completed by DWQ):
APPLICATION INFORMATION
1. Project is: [ ✓] New [ ] Modification [ ] Renewal without modification [ ] Renewal with modification
2. If this application is being submitted for renewal or modification to an existing permit, provide:
existing permit number and the issuance date
For renewal without modifications, fill out sections I & II only, sign the certification on the last page of this form, and obtain
the property owner's signature to indicate consent (if the applicant is not the owner).
For all renewals, submit a status report including monitoring results of all injection activities to date.
II. WELL OWNER (generally the responsible party)
1. Name: United Technologies Corporation (UTC)
2. Signing Official's Name*: Bryan Kielbania
Title: Senior Project Manager
* Signing Official must be in accordance with instructions in Part IX on page 5.
3. Mailing address of applicant: One Financial Plaza, United Technologies Building
City: Hartford State: Connecticut Zip: 06101
4. Telephone number: [phone] Email: [e-mail]
5. Status (choose one): Individual ✓ Business/Org. Federal State County Municipality
III. PROPERTY OWNER (if different than well owner)
1. Name: City of Wilson (Contact Mr. Harry Tyson, Deputy City Manager). A majority of injection activities will
take place on property owned by the well owner, UTC (4200 Airport Drive). A portion of the injection scope will
take place on property owned by the City of Wilson (4300 Airport Drive).
2. Physical address: 112 Goldsboro Street, E. City: Wilson State: NC Zip: 27893
3. Mailing address: PO Box 10
City: Wilson State: NC Zip: 27894-0010
4. Telephone number: [phone] Email: [e-mail]
IIII. PROJECT CONTACT — Person who can answer technical questions about the proposed injection project.
1. Name: Caleb Krouse Title: Project Engineer
2. Company: URS Corporation — North Carolina
3. Address: 1600 Perimeter Park Drive, Suite 400
4. City: Morrisville State: NC Zip: 27560
5. Telephone number: [phone] Email: [e-mail]
Revised 10/8/2012
UIC-5I/5T Page 1 of 6

APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
In Situ Groundwater Remediation I Tracer Injection
V. FACILITY INFORMATION
1. Facility name: Kidde Technologies Ph#: [phone] *Please do not call facility regarding permit- Please
coordinate with URS or UTC*
2. Mailing address: 4200 Airport Drive NW
City: Wilson County: Wilson State: NC Zip: 27896
3. Geographic Coordinates: Latitude: 35°45'50.35" Longitude: 77°57'44.68"
Reference Datum: WGS84 (through Google Earth) Accuracy: 30'
Method of Collection: Address geocoding
4. Brief description of business: Kidde Technologies, Incorporated (Kidde), a subdivision of Kidde Aerospace and of
Fenwal Safety Systems, whose parent company is UTC owns and operates a 28.2-acre industrial manufacturing facility.
Kidde designs and manufactures overheat detection and fire suppression products for military, commercial, and general
aviation uses, and makes explosion suppression products for military ground vehicles. Products include smoke
detectors, flame detectors, heat sensors, electronic control units, and fire extinguishing systems. Materials used in the
manufacturing process are steel, aluminum, copper, titanium, ceramics, metal treating and cleaning chemicals, paints,
coatings, adhesives, and fire suppression agents.
VI. INCIDENT DESCRIPTION
1. Source and date of contamination: Environmental investigations conducted at the Site have indicated the
presence of chlorinated volatile organic compounds (CVOCs), predominantly tetrachloroethene (PCE) in the
soil, groundwater, surface water, subsurface vapor, and indoor air. Since PCE is not known to be used by Kidde
since they purchased the Site in 1983, the source is believed to be textile operations between property
development in the early 1970s and acquisition of the property by Kidde in the early 1980s. PCE is a common
solvent historically used in dry-cleaning operations and is frequently present in the environment at former
textile sites.
2. List all contaminants present in soils or groundwater at the site (contaminants may be listed in groups, e.g., gasoline,
diesel, jet fuel, fuel oil, chlorinated ethenes, chlorinated ethanes, metals, pesticides/herbicides, etc):
Chlorinated ethenes, some chlorinated ethanes, metals also detected in soil
3. Has LNAPL or DNAPL ever been observed at the site (even if outside the injection zone)?
[✓] Yes If yes, list maximum measured separate phase thickness: —3 feet DNAPL — outside of injection area
[] No If no, list maximum concentration of total VOCs observed at site:
4. Agency managing the contamination incident:
[ ] UST Section [✓ ] Superfund Section (including REC Program and DSCA sites)
[ ] DWQ Aquifer Protection Section [ ] Solid Waste Section
[ ] Hazardous Waste Section [ ] Other:
5. Incident manager's name: Conan Fitzgerald of URS is the Registered Site Manager for the Site
under the REC Program. Kim Caulk [[phone]] of NCDENR is the Director of the REC Program
Ph#: [phone]
6. Incident number or other incident mgmt. agency tracking number: NONNCD0000118
Revised 10/8/2012 UIC-5I/5T Page 2 of 6

APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
In Situ Groundwater Remediation I Tracer Injection
VII. PERMITS
List all applicable permits or construction approvals issued for the facility or incident:
1. Hazardous Waste Management program permits under RCRA: None
2. DWQ Non -Discharge or NPDES permits: None
3. County or DEH subsurface wastewater disposal permits: None
4. Other environmental permits required by state or federal law: Monitoring Well Permit WM0500690, Injection
Permit WI0500448, Monitoring Well Peiiiiit WM0500842
Revised 10/8/2012
UIC-5I/5T Page 3 of 6

APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
In Situ Groundwater Remediation I Tracer Injection
VIII. ATTACHMENTS — provide the following information in separate attachments. The attachments should be
clearly identified and presented in the order below to expedite review of the permit application package.
1. INJECTION ZONE — Specify the horizontal and vertical portion of the subsurface within which the proposed injection
activity will take place and beyond which no violations of groundwater quality standards shall result from the injection as
determined by an approved monitoring plan. The determination shall be based on the hydraulic properties of the specified
zone. Provide any supporting documentation in a separate attachment.
2. HYDROGEOLOGIC EVALUATION — Provide a hydrogeologic evaluation of the injection zone that includes all of
the following:
(A) Regional and local geology and hydrology;
(B) Changes in lithology underlying the facility;
(C) Depth to bedrock;
(D) Depth to the mean seasonal high water table;
(E) Hydraulic conductivity, transmissivity, and storativity, of the injection zone based on tests of site -specific
material, including a description of the test(s) used to determine these parameters;
(F) Rate and direction of groundwater flow as determined by predictive calculations or computer modeling; and
(G) Lithostratigraphic and hydrostratigraphic logs of any existing test and injection wells.
3. INJECTANT INFORMATION — List each injectant in the space below and provide the following information for each
injectant. NOTE: Approved injectants can be found online at http://portal.ncdenr.org/web/wq/aps/gwpro. All other substances
must be reviewed by the Division of Public Health, Department of Health and Human Services. Contact the UIC Program for
more information (Ph# 919-807-6496).
ABC®+, consisting of zero-valent iron (iron powder), Anaerobic Biochem® (ABC®), and guar gum for the northern
plume, northern tail, and western plume. Sodium persulfate mixed with sodium hydroxide for the exterior section of the
central plume.
(A) MSDS, concentration at the point of injection, and percentage if present in a mixture with other injectants;
(B) The source of fluids used to dilute, carry, or otherwise distribute the injectant throughout the injection zone. If
any well within the area of review of the injection facility is to be used as the fluid source, then the following
information shall be submitted: location/ID number, depth of source, formation, rock/sediment type, and a
chemical analysis of the water from the source well, including analyses for all contaminants suspected or
historically recognized in soil or groundwater on the site;
(C) A description of the rationale for selecting the injectants and concentrations proposed for injection, including an
explanation or calculations of how the proposed injectant volumes and concentrations were determined;
(D) A description of the reactions between the injectants and the contaminants present including specific breakdown
products or intermediate compounds that may be formed by the injection;
(E) A summary of results if modeling or testing was performed to investigate the injectant's potential or susceptibility
for biological, chemical, or physical change in the subsurface; and
(F) An evaluation concerning the development of byproducts of the injection process, including increases in the
concentrations of naturally occurring substances. Such an evaluation shall include the identification of the specific
byproducts of the injection process, projected concentrations of byproducts, and areas of migration as determined
through modeling or other predictive calculations.
4. INJECTION PROCEDURE — Submit a table with a detailed description of the proposed injection procedure that
includes the following:
(A) The proposed average and maximum daily rate and quantity of injectant;
(B) The average maximum injection pressure expressed in units of pounds per square inch (psi); and
(C) The total or estimated total volume to be injected.
Revised 10/8/2012 UIC-5I/5T Page 4 of 6

APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR INJECTION
In Situ Groundwater Remediation I Tracer Injection
5. FRACTURING PLAN (if applicable) — Submit a detailed description of the fracturing plan that includes the following:
(A) Material Safety Data Sheets of fracturing media including information on any proppants used;
(B) a map of fracturing well locations relative to the known extent of groundwater contamination plus all buildings,
wells, septic systems, underground storage tanks, and underground utilities located within the Area of Review;
(C) a demonstration that buildings, wells, septic systems, underground storage tanks, and underground utilities will
not be adversely affected by the fracturing process;
(D) injection rate and volume;
(E) orientation of bedding planes, joints, and fracture sets of the fracture zone;
(F) performance monitoring plan for determining the fracture well radius of influence; and
(G) if conducted, the results of geophysical testing or pilot test of fracture behavior conducted in an uncontaminated
area of the site.
6. WELL CONSTRUCTION DETAILS — Submit the following information in tabular or schematic form as appropriate
for each item:
(A) number and depth of injection wells;
(B) number and depth of borings if using multi -level or "nested" well systems;
(C) indication whether the injection wells are existing or proposed;
(D) depth and type of casing;
(E) depth and type of screen material;
(F) depth and type of grout;
(G) indication whether the injection wells are permanent or temporary "direct push" points; and
(H) plans and specifications of the surface and subsurface construction details.
7. MONITORING PLAN — Submit a monitoring plan that includes the following:
(A) target contaminants plus secondary or intermediate contaminants that may result from the injection;
(B) other parameters that may serve to indicate the progress of the intended reactions;
(C) a list of existing and proposed monitoring wells to be used; and
(D) a sampling schedule to monitor the proposed injection.
Monitoring wells shall be of sufficient quantity and location to detect any movement of injection fluids, injection process byproducts,
or formation fluids outside the injection zone. The monitoring schedule shall be consistent with the proposed injection schedule, pace
of the anticipated reactions, and rate of transport of the injectants and contaminants.
8. WELL DATA TABULATION — Provide a tabulation of data on all existing or abandoned wells within the area of
review of the injection well(s) that penetrate the proposed injection zone, including monitoring wells and wells proposed
for use as injection wells. Such data shall include a description of each well's type, depth, and record of construction or
abandonment.
9. MAPS AND CROSS -SECTIONS — Provide scaled, site -specific site plans or maps depicting the location, orientation,
and relationship of facility components including the following:
(A) area map based on the most recent USGS 7.5' topographic map of the area, at a scale of 1:24,000 and showing the
location of the proposed injection site;
(B) topographic contour intervals showing all facility related structures, property boundaries, streams, springs, lakes,
ponds, and other surface drainage features;
(C) all existing or abandoned wells within the area of review of the wells listed in the well data tabulation that
penetrate the proposed injection zone;
(D) potentiometric surface map(s) that show the direction of groundwater movement, existing and proposed wells;
(E) contaminant plume map(s) with isoconcentration lines that show the horizontal extent of the contaminant plume
in soil and groundwater, and existing and proposed wells;
(F) cross-section(s) to the known or projected depth of contamination that show the horizontal and vertical extent of
the contaminant plume in soil and groundwater, major changes in lithology, and existing and proposed wells; and
(G) any existing sources of potential or known groundwater contamination, including waste storage, treatment, or
disposal systems within the area of review of the injection well or well system.
Revised 10/8/2012
UIC-5I/5T Page 5 of 6

APPLICATION FOR PERMIT TO CONSTRUCT' AND/OR USE A WELL(S) FOR INJECTION
In Site Groundwater Rented/Minn 1 Truer InJeedon
IR, CERTIFICATION* (to be signed as required below or by that prerson's authorised agent*)
NCAC 15AL 02C .0211(e) requires that all permit applications shall be signed as follows:
1_ far a corps ton: by a responsible corporate officer
2. for a partnership or sole proprietorship: by a general partner or the proprietor. respectively
3. for a municipality or a state. federal, or other public agency: by either a principal executive officer or
ranking publicly elected official
4. for all others: by the well owner.
,olf an authorised agent is signing on behalf of the applicant, then supply a letter doted by the applicant
that Barnes and authorizes their agent -
"I hen* eon* sneer penalty of law that 1 have personally examined and are! familiar with the information
submitted in this document and all attachments therein, and the based on my inquiry of those individuals
immediately responsible for obtaining said information, 1 believe that the information is true, accurate. and
complete, r wn aware that there are penalties, including the possibility of fines and imprisonment, .fir submitting
false information. 1 agree to construct, operate, maintain, repair. and f f applicable, abandon the Niectivn well(s)
and all related appurtenances in accordance with the roved specifications and conditions of the Permit."
Printed Name and TISt1e: t 4 r � 4 A„ A . 1. ( I' t\ t/ Pb O. (r t1 i1 . Ll (el1
Signature ''� k Date: e2" 1 H .
]L CONSENT OF PROPERTY OWNER (if the property is Ant owned by the permit applicant)
"Owner" means any person who holds the fee or other property rights in the well being constructed.. A well is real
property and its c onsonic non on land shall be deemed to vest ownership in the land owner, in the *bosuns of
contrary agreement in writing.
"As owner of the property on which the infection waifs) are to be constructed and operate I hereby consent to
allow the applicant to construct each injection well as outlined in this application and agree that it shall be the
responsibility of the applicant to ensure that the injection weli(s) conform to the Weil Construction Standards
(Title 15A NCAC 02C . 0200). "
Primed Name and'I it1e: Harry E. Tyson - Deputy City Manager for the City of Wilson
Signature: _ t Dace: 4Q— I Dp- 13
Subunit TWO copies of the completed application package% including all attacbnaents, tn:
Revised imam
»WQ - Aquifer Protection Section
1636 Mail Service Cent
Raleigh, NC 27699-1636
Telephone [phone]
UIC-5IJ5T Page 6 of 6

ATTACHMENT 1 - INJECTION ZONE
1. INJECTION ZONE
Based on the results of the pilot test and other characterization data, vertical injection
intervals are anticipated to range from as small as 2.5 feet thick to as large as 20 feet thick.
The maximum depth of injections is anticipated to be approximately 27.5 feet below
ground surface (bgs). The assumed radius of influence for each of the injection locations is
approximately 5 feet based on 2012 pilot test results. Figure 1-1 shows each of the
proposed injection areas, and Figures 1-2 though 1-5 show the anticipated injection
locations and respective depths. Figures 1-1 through 1-5 are subject to change based on
field conditions, injection contractor experience, and additional investigation results.
The table below provides a description of the projected number of locations and depths for
each of the four injection areas.
Area
Vertical Injection Depths
Number
of
Locations
Number of
Depths
Total
Depths
Western
14', 16.5', 19', 21.5', 24' bgs
49
5
245
Plume
16.5', 19', 21.5', 24' bgs
18
4
72
13.5', 16', 18.5' bgs
67
3
201
16.5', 19' bgs
27
2
54
Subtotal
161
-
572
Northern
13.5', 16', 18.5' bgs
99
3
297
Tail
Subtotal
99
-
297
Northern
15', 17.5', 20', 22.5', 25' bgs
87
5
435
Plume
12.5', 15', 17.5', 20', 22.5', 25', 27.5' bgs
16
7
112
7.5', 10', 12.5', 15', 17.5', 20', 22.5', 25', 27.5' bgs
12
9
108
Subtotal
115
-
655
Central
10', 12.5', 15', 17.5', 20', 22.5'
77
6
462
Plume
12.5', 15', 17.5', 20', 22.5', 25'
71
6
426
Subtotal
148
-
888
TOTAL
-
523
-
2412
Pagelofl

t
Site -wide
IC F
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0 100
APPROX. SCALE, ft.
SCALE
LEGEND
— - — SITE BOUNDARY
—* DITCH FLOW DIRECTION
^^ WOODED AREA BOUNDARY
x—x— FENCELINE
6, MONITORING WELL
4 PIEZOMETER LOCATION
Iii BEDROCK MONITORING WELL
(Not Used for Isocontour)
ABC®+ APPLICATION AREA
ISCO APPLICATION AREA
ABBREVIATIONS
ABC®+ = Anaerobic BioChern® plus Zero Valent Iron
ISCO = In —Situ Chemical Oxidation
AS SHOWN
CQJFIDENTIAL-ALL
ROU, NORM CAROUNA 27560
OF
DESIGNED BY
APPROVED BY
CK
DATE
DATE
11FEB13
DATE
11FEB13
Figure 1-1. Site —wide
Injection Summary
Kidde Technologies, Inc.
Wilson, North Carolina
CONTRACT NO. DRAW ING N0.
31827866.00005
FIGURE.1 —1

Western P ume In
C PE
7
6
6
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NOTE: / i---rt-
-x—THE INJECTION HORIZONTAL EXTENT BOUNDARY %_%—x—x % x x % x x%—x—x—xJ
REPRESENTS THE HORIZONTAL PORTION OF THE T
SUBSURFACE WITHIN WHICH THE PROPOSED
INJECTION ACTIVITY WILL TAKE PLACE AND BEYOND
WHICH NO INJECTION RELATED GROUNDWATER
QUALITY STANDARD EXCEEDANCES ARE ANTICIPATED, / • • • • • •
AS DETERMINED BY THE INJECTION MONITORING / • • • • • • I
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•
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LEGEND
9 MONITORING WELL
10( ABANDONED MONITORING WELL
• POINT w/ INJECTIONS AT 14',
16.5', 19', 21.5' AND 24' BGS
• POINT w/ INJECTIONS AT 16.5',
19', 21.5' AND 24' BGS
• POINT w/ INJECTIONS AT 13.5',
16' AND 18.5' BGS
• POINT w/ INJECTIONS AT 16.5'
AND 19' BGS
• 2012 PILOT TEST
INJECTION POINT
bgs BELOW GROUND SURFACE
INJECTION HORIZONTAL
EXTENT BOUNDARY
AS SHOWN
CQJFIDENTIAL-ALL RIGHTS RESERVED -PROPERTY OF
ROU, NORM CAROUNA 27560
DESIGNED BY
APPROVED BY
CK
DATE
DATE
11FEB13
DATE
11FEB13
DATE
11FEB13
0 20
APPROX. SCALE, ft.
Figure 1-2. Western Plume
Injection Plan
Kidde Technologies, Inc.
Wilson, North Carolina
CONTRACT NO. DRAWING NO.
31827866.00005
FIGURE.1 —2
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✓ PIEZOMETER LOCATION
X-X
• POINT w/ INJECTIONS AT 13.5',
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• POINT w/ INJECTIONS AT 1 6.5'
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• 2012 PILOT TEST
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BUILDING FOOTPRINT
— 3 D — STORM SEWER LINE
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REPRESENTS THE HORIZONTAL PORTION OF THE
SUBSURFACE WITHIN WHICH THE PROPOSED
INJECTION ACTIVITY WILL TAKE PLACE AND BEYOND
WHICH NO INJECTION RELATED GROUNDWATER
QUALITY STANDARD EXCEEDANCES ARE ANTICIPATED,
AS DETERMINED BY THE INJECTION MONITORING
PLAN.
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APPROX. SCALE, ft.
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AS SHOWN
CQJFIDENTIAL-ALL RIGHTS RESERVED -PROPERTY OF
ROU, NORM CAROUNA 27560
KEY MAP
DESIGNED BY
APPROVED BY
CK
DATE
DATE
11FEB13
DATE
11FEB13
DATE
11FEB13
MW35FYS
M W 2O FYS
Figure 1-3. Western Plume
Injection Plan —Northern Tail
Kidde Technologies, Inc.
Wilson, North Carolina
CONTRACT NO. DRAW ING NO. REV.
31827866.00005
FIGURE.1 —3

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NOTE:
THE INJECTION HORIZONTAL EXTENT BOUNDARY
REPRESENTS THE HORIZONTAL PORTION OF THE
SUBSURFACE WITHIN WHICH THE PROPOSED
INJECTION ACTIVITY WILL TAKE PLACE AND BEYOND
WHICH NO INJECTION RELATED GROUNDWATER
QUALITY STANDARD EXCEEDANCES ARE ANTICIPATED,
AS DETERMINED BY THE INJECTION MONITORING
PLAN.
SCALE
•
•
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ss
KEY MAP
LEGEND
MONITORING WELL
PIEZOMETER LOCATION
POINT w/
17.5', 20',
POINT w/
17.5', 20',
POINT w/
15', 17.5',
INJECTIONS
22.5' AND
INJECTIONS
22.5', 25'
INJECTIONS
20', 22.5',
BUILDING FOOTPRINT
SANITARY SEWER LINE
AT 15',
25' BGS
AT 12.5', 15',
AND 27.5' BGS
AT 7.5', 10', 12.5',
25' AND 27.5' BGS
DITCH FLOW DIRECTION
- ^ WOODED AREA BOUNDARY
FENCELINE
bgs BELOW GROUND SURFACE
---INJECTION HORIZONTAL
EXTENT BOUNDARY
AS SHOWN
CQJFIDENTIAL-ALL
RDU, NORM CAROUNA 27560
OF
DESIGNED BY
APPROVED BY
CK
DATE
DATE
11FEB13
DATE
11FEB13
DATE
1 1 FEB 1 3
0 30
APPROX. SCALE, ft.
Figure 1-4. Northern Plume
Injection Plan
Kidde Technologies, Inc.
Wilson, North Carolina
CONTRACT NO. DRAWING N0.
31827866.00005
FIGURE.1 —4
REV.

SS
CO
(u
L
0
s
0
0
u
0)
0
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C Perriit\FIc ure 1-5
('7
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6
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MW37FY SS\
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• • • • •
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• •
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• • • • • • •
• • • • • • • •
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• • • • • • • •
• • • • • • •
• • • • • • •
/ • • • • •
•
•
•
cc3
ic3
SS
SS
Ss
SERVICE
CENTER
SS
SS
SS
SS
SS
SS
• • • • • • • • • • • •
sMW28R
• • • • • • • • • • • •
• • • • • • • • • • • •
•
•
•
• • • • • • • • • • •
•
•
•
• • • • • • • • • • • • Z-1 B"PZ-1A
• • •
•
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EASTERN DRAINAGE DITCH —�
•
•
ss
MW1 3FY
SS
Ss
US AR
GUARI
OWN
IY NATENAL
(PROP :RTY
D ST EITr
WILSON)
-En n
TESr ENINI RANGE
MAIN
FACILITY
BUILDING
v Y v 0.1
PZ-1C PZ-1D
NOTE:
THE INJECTION HORIZONTAL EXTENT BOUNDARY
REPRESENTS THE HORIZONTAL PORTION OF THE
SUBSURFACE WITHIN WHICH THE PROPOSED
INJECTION ACTIVITY WILL TAKE PLACE AND BEYOND
WHICH NO INJECTION RELATED GROUNDWATER
QUALITY STANDARD EXCEEDANCES ARE ANTICIPATED,
AS DETERMINED BY THE INJECTION MONITORING
PLAN.
MW27FY
TN
•
173)
KEY MAP
LEGEND
• MONITORING WELL
O PIEZOMETER LOCATION
• POINT w/ INJECTIONS AT 10', 12.5',
15', 17.5', 20' AND 22.5' BGS
• POINT w/ INJECTIONS AT 12.5', 15',
17.5', 20', 22.5' AND 25' BGS
ss
BUILDING FOOTPRINT
STORM SEWER LINE
>> DITCH FLOW DIRECTION
WOODED AREA BOUNDARY
—%—%—%— FENCELINE
bgs BELOW GROUND SURFACE
- - - INJECTION HORIZONTAL
EXTENT BOUNDARY
0 30
APPROX. SCALE, ft.
SCALE
AS SHOWN
CINFIDENTIAL-ALL
RDU, NORM CAROUNA 27560
OF
DESIGNED BY
APPROVED BY
CK
DATE
DATE
11FEB13
DATE
11FEB13
DATE
11FEB13
Figure 1-5. Central Plume
Injection Plan
Kidde Technologies, Inc.
Wilson, North Carolina
CONTRACT NO. DRAWING N0.
31827866.00005
FIGURE.1 —5
REV.

ATTACHMENT 2 - HYDROGEOLOGIC EVALUATION
(A) Regional Geologic Setting
The Site is in the Northern Atlantic Coastal Plain Province of North Carolina, a
generally flat, seaward -sloping lowland that is underlain by semi -consolidated to
unconsolidated sediments consisting of silt, clay, and sand, with minor gravel and
lignite and some possible limestone. The coastal plain sediments range in age from
Jurassic to Holocene. The sediments were deposited mostly in shallow marine
environments when sea level was higher relative to land surface than at present, or
in the floodplains and deltas of rivers to the north and west that drained the
landmass. The gently dipping sediments overlie crystalline rock, which outcrops to
the west as the metamorphic and igneous rocks of the Piedmont Province.
Wilson County is on the western side of the coastal plain near the fall line, which is
the contact boundary between the coastal plain sediments and the consolidated
rocks of the Piedmont Province. The coastal plain sediments are thin near their
contact with the rocks of the Piedmont Province and in places might not yield as
much water as the underlying igneous and metamorphic rocks that are an extension
of the Piedmont. Conversations with area drillers indicate that the depth to
bedrock across Wilson County is highly variable. This is not unexpected given the
proximity of the area to the fall line and the consequent thinning of sediments,
which most likely occurred in an irregular pattern across the area.
The Wilson County soil survey classifies the Site soil as Duplin sandy loam with 0%
to 2% slopes. This soil type has a moderately slow permeability with a seasonal high
water table encountered at two to three feet below ground surface (ft bgs). During
development of the Site, fill material may have been placed over the natural soil of
the Site.
According to published reports, the county contains the following geologic units:
Floodplain alluvium, river terrace and coastal plain deposits, coastal plain
sediments, felsic igneous complexes, argillites (fine-grained metasedimentary rocks
composed predominantly of indurated clay particles), and tuffs. The igneous
complexes and the argillites are mapped on the western side of the county and west
of the City of Wilson. The Site is in an area mapped as unconsolidated coastal
plain sands and clays, which is overlain with floodplain alluvium in areas near
streams.
(B) Changes in lithology underlying the facility
The near -surface lithology at the Site is composed of silts, clays, and sands, in a
highly interbedded and irregular pattern, with many variations between borings.
Approximately 230 soil borings have been advanced at the Site using a direct push
technology (DPT) drill rig or hand auger. A total of 57 groundwater monitoring
Page 1 of 5

wells and 12 piezometers have also been installed in selected boring locations.
Monitoring well construction information is presented in Table 8-1 of Attachment
8. Monitoring well locations are illustrated in Figure 9-C1 of Attachment 9.
Available boring logs, well construction logs, and well abandonment logs are
included in Appendices 8-A, 8-B, and 8-C of Attachment 8.
The general lithology at the Site, based on boring logs presented in previous reports,
is summarized below in increasing depth sequence:
• Zero to between eight and 12 ft bgs: Terrace Deposits - yellowish
brown silty clay with some sand, generally moist, soft to medium stiff.
• Approximately eight to 12 ft bgs to between 15 and 20 ft bgs: Fluvial
Deposits - very fine clayey or silty sand and clayey silt interbedded with
fine sand and occasional clay lenses. These soils are mostly light gray and
yellow -brown to green gray, with multiple interbedded layers, stringers,
and laminations. The interbedded clayey sands, silts, and clays are
characteristic of a fluvial depositional environment. None of the fine
sands or stringers is expected to be continuous over a large area or
distance.
• Approximately 15 to 20 ft bgs to 28 to 40 ft bgs: Lower Yorktown -
dark greenish gray silty clays with interbedded fine sand layers and
stringers, grading into dark greenish gray clay at the bottom of the unit,
up to 12 feet in thickness, and becoming very stiff with depth.
• Approximately 26 ft bgs to 40 ft bgs: Weathered rock, one foot to five
feet in thickness, was encountered. The weathered rock was considered
to be metamorphosed volcanics, a slate or phyllite.
• Approximately 28 ft bgs to 42 ft bgs: Slate/phyllite, one foot to five feet
in thickness, was encountered and was underlain by several feet of
clay mixed with schist.
• Approximately 39 ft bgs to 47 ft bgs: Green to black coarse -grained
schist was encountered. The schist was fractured, and included some
filled fractures. The bedrock wells installed at the Site were screened in
the fractured schist bedrock.
(C) Depth to bedrock
The top of the "bedrock", which ranges from 34 to 40 ft bgs at this Site, is considered
to be a low relief erosional surface and the lower Yorktown thins and thickens in
response to the elevation of the erosional surface. Geologic cross -sections of the
proposed full-scale injection areas are illustrated on Figures 9-F1 through 9-F4 of
Attachment 9.
(D) Depth to the mean seasonal high water table
Historical water levels measurements for wells specifically within the injection
boundaries [including: MW-07, MW-10, MW-15FY (abandoned), MW-15R, MW-
Page 2 of 5

16FY (abandoned) and MW-16R, MW-29FY (abandoned) and MW-29R, PZ-2A, and
PZ-2B], adjusted to reflect depth to water relative to ground surface elevation, are
presented on Table 2-1 of this Attachment. The water table beneath the site has
ranged from approximately zero feet bgs to ten feet bgs. Based on the
measurements shown on Table 2-1, it appears that the mean seasonal high water
table would be approximately:
• Three feet bgs near MW-10 and four feet bgs near MW-16FY (Western
Plume);
• Eight feet bgs near MW-07, seven feet bgs near MW-29R, and five feet near
PZ-2A and PZ-2B (Northern Plume); and,
• 0.4 feet bgs near MW-15R and 5 feet bgs near MW-28R (Central Plume).
(E) Hydraulic conductivity. etc.
The Site has two distinct near -surface water -bearing zones; the fluvial deposits and
the bedrock formation. The proposed pilot test injection activities will be performed
exclusively within the terrace and fluvial deposits as indicated on Figures 9-F1
through 9-F4 of Attachment 9. The fluvial and bedrock zones are separated by the
clay of the lower Yorktown formation, and the weathered slate/phyllite layer above
the schist. As described above, the fluvial deposits are predominantly silty clays
with interbedded fine sand layers with no intervening confining layer and appears
to function as one water -bearing zone, based on lithologic and water transmission
similarities. Groundwater transmission is more predominant in the sand layers
which are very thin or laminar, and appear to be discontinuous across the Site. The
lower part of the Yorktown consists of clay with little to no sand and did not
produce sufficient groundwater for sampling during the vertical profile
investigation. This formation is part of a hydraulic barrier along with the weathered
slate/phyllite that confines the bedrock formation. Groundwater transmission in the
bedrock formation is predominantly through fractures, and the bedrock water -
bearing zone produces water readily.
The following hydraulic observations previously reported for the Site are as follows:
1. The potentiometric surface remains relatively the same seasonally but
can fluctuate between three and four feet between dry and wet seasonal
weather conditions.
2. A potentiometric high trends north-northeast in the center of the
property.
3. The groundwater flow direction is radial from the potentiometric high
towards the woods and stormwater ditches that surround the Site on the
west, north, and east. Potentiometric surface maps, based on
groundwater measurements collected in January and August 2012, are
illustrated on Figures 9-D1 through 9-D4 of Attachment 9.
4. The hydraulic gradient on the western side of the Site is approximately
0.055 feet per foot (ft/ft), whereas on the eastern side of the Site it is
approximately 0.015 ft/ft.
Page 3 of 5

5. During wet weather conditions, the potentiometric elevation is high
enough to intersect the bottom of the stormwater ditches. During this
period, the ditches may be gaining water from groundwater. During dry
weather conditions, the potentiometric surface drops below the bottom
of the stormwater ditches. During this period, the ditches may be losing
water to groundwater.
6. An estimation of the vertical hydraulic gradient between the Yorktown
aquifer and the bedrock aquifer was assessed in well pairs MW-03FY and
MW-03BR (central portion of the Site), MW-08 and MW-08BR (northern
portion of the Site), and MW-10FY and MW-10BR (western portion of the
Site). The MW-03FY/MW-03BR well pair indicated a downward vertical
gradient in the central portion of the Site, while the MW-08/MW-08BR
and MW-10FY/MW-10BR well pairs reported upward vertical hydraulic
gradients in the western and northern portions of the Site.
7. Rising/falling head slug tests were conducted on ten permanent
overburden groundwater monitoring wells in the fall of 2008. They
included monitoring wells MW-03FY, MW-06, MW-07FY, MW-08, MW-09,
MW-10FY, MW-11, MW-12FY, MW-19FY, and MW-21FY. The results of
these tests provided an estimate of the hydraulic conductivity (K), which
ranged over two orders of magnitude with a low of 8.0 x 10-2 feet per day
(ft/day) (well MW-21FY) off -site to the north, across the northern ditch,
to a high of 8.6 ft/day (well MW-19FY) off -site to the northwest of the
Site. The mean horizontal K for the Yorktown aquifer was estimated from
the slug tests at 1.5 ft/day.
8. Assuming an approximate surficial aquifer thickness of 30 feet, between
approximately five ft bgs and 35 ft bgs, the mean Yorktown aquifer
transmissivity is approximately 45 square feet per day (ft2/day). Specific
yield testing has not been performed at the Site but is estimated to be on
the order of 0.10 within overburden soils based on boring log soil
descriptions.
(F) Rate and direction of groundwater flow
As described above, the groundwater flow direction is radial from the
potentiometric high towards the woods and stormwater ditches that surround the
Site on the west, north, and east. Potentiometric surface maps, based on
groundwater measurements collected in January and August 2012, are illustrated
on Figures 9-D1 through 9-D4 of Attachment 9. The groundwater seepage
velocity for the western and eastern sides of Site were calculated to be
approximately 0.16 ft/day and 0.04 ft/day, respectively. This assumes a mean
horizontal hydraulic conductivity of 1.5 ft/day (referenced in Section E, above),
hydraulic gradients of 0.055 ft/ft and 0.015 ft/ft for the western and eastern sides
(referenced in Section E, above), respectively, and an estimated average soil
porosity of 0.51 as reported in the March 2007 Comprehensive Site Assessment
Report submitted to NCDENR by EnSafe, Inc.
Page 4 of 5

(G) Lithostratigraphic and hydrostratigraphic logs of any existing test and injection
wells
There are no existing test or injection wells at the Site. However, Appendices 8-A,
8-B, and 8-C of Attachment 8 include available site -wide boring logs, well
construction records, and well abandonment records.
Page 5 of 5

Table 2-1.
Depth to Water Near Injection Areas
Kidde Technologies, Inc.
Wilson, North Carolina
Western Plume
Northern Plume
Central Plume
Well ID
MW10
MW16FY / MW16R*
MW07
MW29FY / MW29R*
PZ-2A
PZ-2B
MW15FY / MW15R*
MW28FY / MW28R*
TOC Elevation
150.38
151.55
155.96
152.75
153.31
153.17
NS
152.01
Surface Elevation
150.42
153.86
153.14
153.36
153.46
153.43
NS
152.32
Well Depth (ft. Bgs)
20.75
34
23.61
25
33
20
25
25
Date
Depth to Water Relative to Surface Elevation
1/19/2006
2.77
NM
7.81
NI
NI
NI
NI
NI
1/20/2006
2.86
NM
7.79
NI
NI
NI
NI
NI
2/3/2006
2.84
NM
7.65
NI
NI
NI
NI
NI
2/7/2006
2.89
NM
7.65
NI
NI
NI
NI
NI
7/17/2007
3.25
NM
10.09
NI
NI
NI
NI
NI
3/4/2008
NM
4.46
7.96
NI
NI
NI
NI
NI
6/3/2008
NM
5.17
9.68
NI
NI
NI
NI
NI
9/30/2008
NM
5.31
8.99
NI
NI
NI
0.05
NI
12/8/2008
NM
4.93
8.7
NI
NI
NI
0.4
NI
6/23/2009
NM
4.97
8.73
NI
5.3
5.73
0.3
NI
9/1/2009
NM
6.67
12.86
NI
11.13
10.51
1.22
NI
12/7/2009
NM
4.61
8.76
NI
6.2
5.6
0.5
NI
1/19/2010
NM
3.96
7.11
6.82
3.47
3.65
0
3.52
3/19/2010
NM
NM
NM
NM
3.59
4.4
NM
NM
8/22/2011
3.32
6.3
8.63
9.64
NM
9.68
0.80
5.79
1/24/2012
3.73
NM
9.20
6.65
7.43
6.65
0.82
5.65
8/17/2012
- 2.50
5.06
9.98
7.05
NM
7.83
1.74
4.08
Well position and elevation data based on January, March, and July
2006 surveys by Green Engineering, Wilson, North Carolina
All elevations in feet above mean sea level
TOC = top of (well) casing.
ft-bgs = feet below ground surface.
NI = not installed
NM = not measured
NS = not surveyed
*Dates of well abandoment:
*MW16FY - May 9, 2012, replaced with MW16R.
*MW15FY, MW28 FY, MW29FY - August 9, 2012, replaced with MW15R, MW28R, MW29R, respective1

ATTACHMENT 3 - INJECTANT INFORMATION
(A) Injectant MSDS
The MSDSs for Anaerobic Biochem® (ABC®), zero-valent iron (ZVI), guar gum,
sodium persulfate, sodium hydroxide, sodium bicarbonate, vitamin B-12, and
Dehalococcoides (DHC) microbial culture are included following the text in this
Attachment.
(B) Water Source
The source of water used to dilute, mix and distribute the injectant is City of Wilson
municipal water supply on -site.
(C) Rationale for the Selected Injectants
ABC®+
For the Western Plume, Northern Tail, and Northern Plume, a ZVI and enhanced in -
situ bioremediation (EISB) treatment media developed by Redox Tech, LLC of Cary,
North Carolina, ABC® Plus ZVI (ABC®+), is anticipated to be utilized during the full-
scale injection proposed in this permit application. A pilot test injection of ABC®+
was performed within the Western Plume area in 2012 (Injection Permit
WI0500448). ABC®+ contains ZVI in combination with a proprietary mixture of
lactates, fatty acids, and a phosphate buffer. This combination is then mixed with
potable water and guar bean extract to form an aqueous slurry for injection. ABC®+
is formulated and mixed on a site -by -site basis; the proposed mixture for the Site
will contain approximately 0.76 pounds of ABC® and 0.76 pounds of ZVI per gallon
of combined water/guar/ABC®/water mixture. The dilution factor (i.e. water
content) may be adjusted to achieve optimal dispersion and distribution based on
field observations. The ratio of ABC® and ZVI may be slightly adjusted prior to field
mobilization.
ABC® is buffered because anaerobic biodegradation results in the production of
metabolic acids, which can lower the pH and adversely affect biodegradation. The
pH buffer also provides a source of phosphate, which is known to be a micronutrient
for the bacteria. ABC® contains short-term and long-term nutrients to stimulate
anaerobic growth, which also assists to create a reducing environment. Lactate acids
are available almost immediately while C4 to C18 fatty acids provide longer lasting
carbon sources that feed indigenous bacteria and keep the formation suitable for
complete dechlorination.
Additionally, sodium bicarbonate, vitamin B-12, and/or DHC microbial culture may
be incorporated into the ABC® injection media solution as warranted during the
injection schedule. Sodium bicarbonate (baking soda) has been shown to effectively
buffer groundwater at numerous sites, and may be injected to maintain neutral pH if
additional buffering of the aquifer is needed according to performance monitoring.
Vitamin B-12 can provide a source of nutrients for any indigenous microbial
Page 1 of 7

cultures that exist at the Site, and may be injected if determined necessary. DHC
microbial culture may be injected based on performance monitoring if the
indigenous bacteria present are not sufficient.
The valance state of pure elements is zero, therefore ZVI is essentially a synonym for
"pure iron." ZVI for remedial injections is granular or powdered iron and can be
purchased from several manufacturers and distributors. The type and manufacturer
preliminarily specified for this project is Atomet 86 from Quebec Metal Powders Ltd.
of Sorel -Tracy, Quebec, Canada. Atomet 86 is an iron powder with an apparent
density of 2.90 g/cm3. As specified by the manufacturer, results for typical sieve and
chemical analysis of the product are as follows:
U.S. Standard Sieves Microns Wt. %
+ 60 mesh > 250 Trace
- 60 + 100 mesh 150 6
- 100 + 325 mesh 45 73
- 325 mesh < 45 21
Chemical Analysis (Wt. %)
Iron > 99%
Carbon 0.05%
Oxygen 0.18%
Sulphur 0.01%
Phosphorus 0.01%
Manganese 0.01%
The full-scale injection is anticipated to include injection of approximately 74,500
pounds of ABC®+ in three locations, as illustrated on Figures 1-2 through 1-4 of
Attachment 1. The three areas include the Western Plume, Northern Tail, and
Northern Plume. The volume of ABC®+ was calculated using a dose of ABC®+ that
matches the pilot scale injection of ABC®+. The assumptions built into the
calculations include:
• Each injection point has an injection radius of influence (ROI) of five feet
(area of 78.5 square feet) and a thickness of 2.5 feet (volume per injection
depth of 196.25 cubic feet);
• A soil bulk density of approximately 110 pounds per cubic foot; and,
• An injection goal of approximately 50 pounds of ABC®+ per vertical depth.
Taking these variables into consideration, the soil weight ratio is approximately
0.23%. The total targeted soil mass for the northern plume (655 injection depths),
northern tail (297 injection depths), and western plume (572 injection depths) is
7,073 tons, 3,207 tons, and 6,177 tons, respectively. Detailed calculations are
provided in Table 3-1 of this Attachment.
Stoichiometric calculations for ZVI amendment application ratios generally result in
quantities orders of magnitude lower than the amount needed to remediate in -situ
Page 2 of 7

via injection due to variability in distribution. As a result, ranges of amendment
application ratios are considered based on previous injection experience. The
addition of an EISB compound into the mixture with ZVI generally allows for a
reduced amendment ratio due to the synergistic effect of the combination. Using the
assumptions described above, the proposed full-scale injections for the Western
Plume, Northern Tail, and Northern Plume represent an amendment ratio of
approximately 74,295 pounds ABC®+ per 32,916,037 pounds of soil (for simplicity,
also stated as 37 tons of ABCO+ per 16,458 tons of soil) or 0.23%. Details of these
calculations are given in Table 3-1 of this Attachment. This ABC®+/soil weight
ratio are calculated based on the injection contractor's experience with ABC®+
injections and based on 2012 ABC®+ injection pilot test results.
The quantity of water mixed with ABC®+ is determined with the goal of creating a
mixture with a viscosity conducive to injection and allowing for a total mixture
volume that is large enough to be anticipated to travel through the soil mobile
porespace while small enough to avoid daylighting of injected material. For the
proposed Full -Scale injection areas, the estimated total volume of ABC®+/guar
gum/water mixture is approximately 57,912 gallons. Based on pilot test
observations, this volume is anticipated to meet the goals previously discussed.
Reinjection of a small amount of daylighted/resurfaced injection material will be
performed as necessary. Reinjection will occur only within the injection area in
which the resurfaced material is collected (i.e. Northern Plume, Central Plume, or
Western Plume). Daylighting will be avoided by the means available, including
stopping injection at the subject injection point, such that reinjection of very large
amounts of material will not be applicable.
Sodium Persulfate
While ABC®+ was identified as the lead technology for the Western Plume,
Northern Tail, and Northern Plume of the Site, sodium persulfate was selected to
address higher PCE concentrations observed in the Central Plume area. The
exterior Central Plume vertical injection program will feature injection of an in -situ
chemical oxidant (ISCO), activated sodium persulfate (ASP). Figure 1-5 from
Attachment 1 presents an overview of the proposed chemical oxidant injection
program for the exterior section of the Central Plume. Required ASP quantities are
based on the oxidation demand of not only the site contaminant mass, but also
oxidation of soil organics within the soil matrix. At this time, a total oxidant demand
(TOD) has been estimated based on experience with similar sites. A TOD analysis
will be performed prior to injection.
Sodium persulfate mixed with sodium hydroxide activator is proposed to be
injected into the exterior portion of the Central Plume via DPT temporary push
points. A default average total TOD of 2 g/kg is typically applied to allow a
preliminary estimate in the southeast USA. For the external portion of the Central
Plume, a more conservative preliminary TOD of approximately 3.4 g of oxidant per
kg of soil (3.4 pounds of oxidant per kilopound of soil) was used to calculate the
mass of oxidant to be injected. For each of the proposed 148 injection locations,
Page 3 of 7

approximately 225 gallons of aqueous injectant solution containing approximately
438 lbs of sodium persulfate, and approximately 5 gallons of 25% by weight sodium
hydroxide, is anticipated to be injected. The sodium hydroxide will help to protect
the DPT rods, will help to catalyze the persulfate, and will offset acid production.
The Full-scale injection is anticipated to include injection of approximately 65,000
pounds of persulfate into the exterior portion of the Central Plume, as illustrated on
Figure 1-5 of Attachment 1. The mass of targeted soil was calculated using key
design parameters observed during the 2012 pilot test of ABC®+ injection media.
The assumptions built into the calculations include:
• Each injection point has an injection radius of influence (ROI) of five feet
(area of 78.5 square feet) and a thickness of 2.5 feet (volume per injection
depth of 196.25 cubic feet);
• A soil bulk density of approximately 110 pounds per cubic foot; and,
• An oxidant loading of approximately 3.4 g persulfate per kg of soil, or 3.4 lb
persulfate per kilo -lb of soil.
The soil weight ratio is therefore approximately 0.34%. The total targeted soil mass
for the central plume (148 locations, or 888 injection depths) is approximately
19,179,423 pounds (or 19,179 kilo -lb). Detailed calculations are provided in Table
3-2 of this Attachment.
The quantity of water mixed with sodium persulfate and sodium hydroxide is
determined with the goal of creating a mixture with a viscosity conducive to
injection and allowing for a total mixture volume that is large enough to be
anticipated to travel through the soil mobile porespace while small enough to avoid
daylighting of injected material. For the proposed Full -Scale injection areas, the
estimated total volume of sodium persulfate/sodium hydroxide/water mixture is
approximately 33,300 gallons, or approximately 37.5 gallons per vertical injection
interval. Based on 2012 ABC®+ solution pilot test injection observations, the
proposed volume is anticipated to meet the goals previously discussed. Reinjection
of a small amount of daylighted/resurfaced injection material will be performed as
necessary. Reinjection will occur only within the injection area in which the
resurfaced material is collected (i.e. Northern Plume, Central Plume, or Western
Plume). Daylighting will be avoided by the means available, including stopping
injection at the subject injection point, such that reinjection of very large amounts of
material will not be applicable.
(D) Contaminant / Injectant Reactions
The target contaminant at the Site is tetrachloroethene (PCE), although
concentrations of PCE daughter products trichloroethene (TCE), cis-1,2-
dichloroethene (cis-1,2-DCE) and vinyl chloride (VC), presumably the result of
natural biological degradation of PCE, have been detected at elevated
concentrations at the Site.
Page 4 of 7

ABC®+
EISB amendments are generally designed to provide carbon and nutrients (in some
cases at a mediated, or slow release, rate) to indigenous anaerobic bacteria
(specifically DHC populations). The biotic processes that remediate dissolved CVOCs
involve a series of oxidation-reduction reactions. The injected media provide a
source of electrons that ultimately benefit halorespiring bacteria. Halorespiring
bacteria degrade PCE into several daughter products including TCE, cis-1,2-DCE,
and VC, which are further degraded to hydrocarbon gases such as ethane, ethane,
methane and hydrogen. ABC® contains soluble lactic acid and a phosphate buffer
that provides phosphates, which are a micronutrient for bioremediation, and
maintain the pH in a range that is best suited for microbial growth. ABC® contains
short-term and long-term nutrients to anaerobic growth, which also assists in
creating a reducing environment. Lactate acids are available almost immediately,
while C4 to C18 fatty acids provide longer lasting carbon sources that feed bacteria
and keep the formation suitable for complete dechlorination.
The ZVI degradation process involves abiotic reductive dehalogenation on the
granular iron surface, with the iron acting as an electron source. During the
dehalogenation process, the halide ions on the compound (i.e. chloride) are replaced
by hydrogen resulting in the degradation of PCE. Throughout this process, the
chloride ions are released into solution. Abiotic reactions result in dehalogenation of
CVOCs at faster rates than biological degradation and minimal production of
partially dechlorinated byproducts, such as cis-1,2-DCE.
The combination of ZVI and ABC® serves to enhance contaminant degradation
through their interaction with oxidation-reduction potential (ORP). In aqueous
solutions, ORP represents a relative quantification of the tendency of the solution to
either gain (more positive ORP) or lose (more negative ORP) electrons when it is
subject to change by introduction of a new species. Sufficiently low ORP (i.e. < -400
mV) is needed for successful PCE reduction via ZVI dehalogenation. Anaerobic
bacteria, which are responsible for biological degradation of PCE, are generally
active at negative ORP values. The injection of ZVI decreases groundwater ORP
resulting in conditions more favorable to anaerobic biodegradation. ABC® injection
provides food to further stimulate anaerobic bacterial growth resulting in further
reduced conditions. In combination, ZVI and ABC® support abiotic and anaerobic
degradation by reducing ORP; ABC®+ has been shown to produce ORP of
approximately -600 mV. Decreases in ORP can cause temporary increases in
dissolved metal concentrations, including natural iron manganese and chromium,
which trend to baseline conditions months after injection. In addition, the corrosion
of iron metal yields ferrous iron and hydrogen, both of which are possible reducing
agents. The hydrogen gas produced is also an excellent energy source for a wide
variety of anaerobic bacteria.
Page 5 of 7

Sodium Persulfate
Persulfate salts dissociate in water to persulfate anions which, although strong
oxidants, are kinetically slow in destroying many organic contaminants. Persulfate
is known to be highly reactive at acidic conditions, but it is also highly reactive at pH
values greater than 10. It should thus be possible to "activate" persulfate creating an
alkaline condition.
Alkaline activated persulfate has a broad reactivity, and that it is effective even on
some historically difficult to destroy compounds, such as chlorinated ethanes and
methanes. The alkaline activation of persulfate appears to be possible with a
number of different bases, including the selected base for this application, sodium
hydroxide. The addition of a base loosens metals in soils and allows transition
metals to become available to catalyze the persulfate. The byproducts for complete
mineralization of carbon -based compounds by sodium persulfate include carbon
dioxide, water, and oxygen as well as minor concentrations of nontoxic ions, salts,
sulfates, and acids.
(E) Summary Results of Modeling or Testing
This permit application proposes in -situ Full -Scale injection activities with the
general objectives of reducing CVOC concentrations in groundwater in the higher
concentrated areas surrounding the Western Plume, Northern Plume, and Central
Plume. The pilot test activities performed previously at the Site represent the
testing/modeling relative to the proposed Site -wide implementation of injection.
Pilot testing at the site has demonstrated that injected chemicals and byproducts of
the intended treatment processes are contained within the injection area out to an
extent of less than 20 feet from any given injection point.
Injection of ZVI, EISB treatment media, and activated sodium persulfate for the
purposes of remediating PCE and other CVOCs has been implemented at thousands
of sites and has been extensively documented.
(F) Evaluation of Byproduct Development due to Injections
ABC® contains soluble lactic acid and a phosphate buffer that provides phosphates,
and short-term and long-term nutrients. Lactate acids are available almost
immediately, while C4 to C18 fatty acids provide longer lasting carbon sources.
The ZVI degradation process involves abiotic reductive dehalogenation, during
which the halide ions on the compound (i.e. chloride) are replaced by hydrogen
resulting in the degradation of PCE. Throughout this process, the chloride ions are
released into solution. Abiotic reactions result in dehalogenation of CVOCs at faster
rates than biological degradation and minimal production of partially dechlorinated
byproducts, such as cis-1,2-DCE.
The combination of ZVI and ABC® serves to enhance contaminant degradation
through their interaction with ORP. The injection of ZVI decreases groundwater ORP
Page 6 of 7

resulting in conditions more favorable to anaerobic biodegradation. ABC® injection
provides food to further stimulate anaerobic bacterial growth resulting in further
reduced conditions. In combination, ZVI and ABC® support abiotic and anaerobic
degradation by reducing ORP; In addition, the corrosion of iron metal yields ferrous
iron and hydrogen, both of which are possible reducing agents. The hydrogen gas
produced is also an excellent energy source for a wide variety of anaerobic bacteria.
As mentioned above, the byproducts for complete mineralization of carbon -based
compounds by most persulfate include carbon dioxide, water, and oxygen as well as
minor concentrations of nontoxic ions, salts, sulfates, and acids.
Attachments:
• Anaerobic Biochem® Material Safety Data Sheet (MSDS)
• Atomet 86 MSDS
• Guar Gum MSDS
• Sodium Bicarbonate MSDS
• Vitamin B-12 MSDS
• Dehalococcoides (DHC) Microbial Consortium (RTB-1) MSDS
• Sodium Persulfate MSDS
• Sodium Hydroxide MSDS
• Table 3-1. ABC®+ Demand Calculations
• Table 3-2. Persulfate Demand Calculations
Page 7 of 7

Material Safety Data Sheet
May be used to comply with OSHA's Hazard
Communication Standard, 29 CFR 1910 1200. Standard
must be consulted for specific requirements.
U.S. Department of Labor
Occupational Safety and Health Administration
(Non -Mandatory Form)
Form Approved
OMB No. 1218-0072
IDENTITY (as Used on Label and List)
ABC (Anaerobic BioChem)
Note: Blank spaces are not permitted. If any item is not
applicable or no information is available, the space
must be marked to indicate that.
Section I
Manufacturer's name
REDOX TECH, LLC
Emergency Telephone Number
919-678-0140
Address (Number, Street, City, State and ZIP Code)
Telephone Number for Information 919-678-0140
200 Quade Dr, Cary NC 27513
Date Prepared January 2011
Signature of Preparer (optional)
Section II —Hazardous Ingredients/Identity Information
Hazardous Components (Specific Chemical Identity, Common Name(s))
OSHA PEL ACGIH TLV
Other Limits
Recommended % (optional)
Mixture of :
Lactate salts
NA NA
(0 to 60%)
Lactic acid esters
NA NA
(0 to 98.5%)
Phosphate buffer
NA NA
(0 to 0.1%)
Ferrous Iron
NA
NA (0to0.1%)
Fatty Acids
NA
NA (0 to 5%)
Propane-1,2,3-trio)
NA
NA (0 to 99%)
Section III—Physical/Chemical Characteristics
Boiling Point
> 100 C
Specific Gravity (H20 = 1)
1.04
Vapor Pressure (mm Hg) Lactic acid esters
2.7 mbar. 20 °C
pH
6.0 to 8.0
Vapor Density (AIR = 1) Lactic acid esters
3.8
Evaporation Rate (Butyl Acetate = 1)
No information
Solubility in Water Fully soluble and miscible
Appearance and Odor Light yellow to colorless liquid, slight to mild, characteristic odor
Section IV —Fire and Explosion Hazard Data
Flash Point (Method Used)
Lactic acid esters: 61 °C (ISO 2719, closed cup)
Flammable Limits
Lactic acid esters:
LEL
1.5% (100 °C)
UEL
11.4% (100 °C)
Extinguishing Media Water spray, carbon dioxide, dry powder, AFFF, foam
Special Fire Fighting Procedures
Standard procedures for chemical fires
Unusual Fire and Explosion Hazards
Thermal decomposition can release irritating gases and vapors
(Reproduce locally)
OSHA 174 Sept. 1985

Section V—Reactivity Data
s
tability
Unstable
onditions to Avoid
Stable
Temperatures above 61 °C. Will hydrolyze in
presence of water, acids and bases
Incompatibility (Materials to Avoid) Strong oxidants
Hazardous Decomposition or Byproducts no known
Hazardous
Polymerization
May Occur
Conditions to Avoid
Will Not Occur
Section VI —Health Hazard Data
Route(s) of Entry
Inhalation? Yes, esters only
Skin? Yes
Ingestion? Yes
Health Hazards (Acute and Chronic) Acid esters: Risk of irritation to eyes. Irritating to respiratory system. May degrease
skin.
Carcinogenicity None NTP? No
IARC Monographs? No OSHA Regulated? No
Signs and Symptoms of Exposure Red irritated skin. May cause light-headedness when used in poorly ventilated area without
proper vapor mask..
Medical Conditions
Generally Aggravated by Exposure Persons susceptible or sensitive to eye and respiratory irritation
Emergency and First Aid Procedures Inhalation: Move to fresh air; Skin: Wash skin immediately with water. Eyes: Flush with
water for at least 15 minutes, consult physician; Ingestion: Drink water and consult physician.
Section VII—Precautions for Safe Handling and Use
Use safety glasses and latex or nitrile gloves. Work in well ventilated area.
Waste Disposal Method ABC can be disposed as waste water or landfilled when in compliance with local regulations
Precautions to Be Taken in Handling and Storing May be F lammable - Do not store near ignition sources or at elevated
temperatures.
Avoid long storage times, will break down to innocuous products
Other Precautions Wear PPE when handling and keep containers tightly closed when stored.
Section VII—Control Measures
Respiratory Protection (Specify Type) If ventilation inadequate or in confined space, use respirator with filter (DIN 141)
Ventilation Local Exhaust Acid esters have low vapor pressure (2.7 special Ensure fumes can not reach ignition source
mbar at 20 °C) Standard HVAC conditions typically
adequate
Mechanical (General) Floor or stand fans
Other
Protective Gloves PVA, nitrile or latex
Eye Protection Safety glasses with side shields
Other Protective Clothing or Equipment
Work/Hygienic Practices Do not eat, drink or smoke while handling. Remove/wash contaminated clothing before reuse.

OCT-03-2006 08:54 AM
'tERTEC E I SO'� ENTS
630 960 0660 P.02
Material Safety Data Sheet
ATOMET
21 S/24/25/28/29/30I50/55/59/669/67/0/70/7541/95l95SP/414/SU RV95
MMM
OIVI P
Section 1. Chemical product and company Identification
i
Common name
Material uses
S upplier/Manufacturer
In case of emergency
: ATOMET 21 S, ATOMET 24, ATOMET 25, ATOMET 28, ATOMET 29, ATOMET 30,
ATOMET 50, ATOMET 55, ATOMET 591 ATOMET 669, ATOMET 67, ATOMET 68,
ATOMET 70, ATOMET 76, ATOMET 86, ATOMET 95, ATOMET 95SP, ATOMET 414,
ATOMET SURV95
: Powdered metallurgy.
Quebec Metal Powders Ltd4
1855 Marie-Vlctorin
S orel -Tracy, Quebec
Canada, J3R 4R4
Tel : [phone]
QMP Metal Powders
(Suzhou)
D-008, No, 1 Su Hua road
S uzhou Industrial Park
S uzhou, China, 215021
Tel: [phone]
QMP METAL POWDERS
GmbH
Postfach 100253
D-41002 MSnchengladbac
Germany
Tel: [phone]
Fax: [phone]
: America : [phone]
Europe : [phone]
Asia: [phone]
Section 2. Hazards identification
P hysical state
Emergency overview
Routes of entry•
P otential acute health effects
Eyes
Skin
Inhalation
Ingestion
P otential chronic health
effects
Medical conditions
aggravated by over-
exposure
See toxicological Information (section 11)
:
:
•
•
Section 3. Composition, Information on Ingredients
Ingredient name
N orth America
Iron
Europe
Iron
UN number IDLH
Not regulated.
Classification
H F R Special CAS number
0 0 1 7439-89-6
Classification EC number
Not classified. 231-096-4
See section 16 for the full text of the II -phrases declared above
Solid. (Powder.)
N o specific hazard.
USE WITH CARE
Follow good Industrial hygiene practice.
Dermal contact. Eye contact. Inhalation. Ingestion.
May cause eye irritation,
N o known significant effects or critical hazards.
May cause respiratory tract Imtation.
N o known significant effects or critical hazards.
Carcinogenic effects: Not classified or listed by IARC, NTP, OSHA, EU end ACGIH.
Mutagenic effects: Not available.
Teratogenic effects: Not available.
Repeated exposure of the eyes to a low level of dust can produce eye Irritation.
% by weight
90
This material Is classified as not hazardous under OSHA regulations In the United States, the WHMIS In Canada, the
N OM-018-STPS-2000 in Mexico Brazil NBR 14725:2001, the European Directives and in any other country in
Asia/Pacific, Africa or the Middle -East.
See Sections 8, 11 and 14 for details.
Date of Issue : 03/30/2008
Alxhornd Ly K E M I K A
Page: 115
►."'db «'rft/bn

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irk
ATOMET
21 S124/26/28/29130/50/55/691669/67/68/70/75/86/95/958P/414/SURV95
Section 4. First aid
measures
A
Eye contact
S kin contact
Inhalation
Ingestion
v
N otes to physician
•
•
,
•
is
•
•
Check for and remove any contact lenses. In case of contact, Immediately flush eyes
with plenty of water for at least 20 minutes. Get medical attention if irritation occurs.
Wash with soap and water Get medical attention If Irritation occurs,
Move person to fresh air. Get medical attention if breathing difficulty persists
Do not induce vomiting Never give anything by mouth to an unconscious person Get
medical attention if symptoms appear
No specific antidote.
Section 5. Fire fighting measures
i
Flammability of the product : Non-flammable.
Fire -fighting media and
instructions
S pecial protective
equipment for flre•flghters
S pecial remarks on fire
hazards
Use a fog nozzle to spray water SEE SPECIAL REMARKS ON FIRE HAZARDS.
: Fire-fighters should wear appropriate protective equipment.
: As with any finely granulated product, (i.e flour) a risk of fire is present should the
material be dispersed in air and exposed to a source of ignition. Fine powder forms
flammable and explosive mixtures In air.
FaTction 6. Accidental release measures
i
In case of a major spill
Personal precautions
•
Environmental precautions
Methods for cleaning up
•
•
Immediately contact emergency personnel. Keep unnecessary personnel away Use
suitable protective equipment (section 8).
Avoid dispersal of spilled material, runoff and contact with soll, waterways, drains and
sewers.
if emergency personnel are unavailable, vacuum or carefully scoop up spilled material
and place in an appropriate container for disposal. Avoid creating dusty conditions and
prevent wind dispersal.
low —
S ection 7. Handling and storage
i
Handling
S torage
: Avoid breathing dusts. Avoid prolonged contact with eyes, skin and clothing. Wash
thoroughly after handling. Keep container in a ventilated area
Keep container closed. Keep container In a ventilated area.
•
S ection 8. Exposure controls, personal protection
i
Engineering controls
: Use process enclosures, local exhaust ventilation or other engineering controls to keep
airborne levels below recommended exposure limits. If user operations generate dust,
fumes or mist, use ventilation to keep exposure to airbome contaminants below the
exposure limit.
P ersonal protection
Eyes .•
Respiratory
Date of issue
•
•
u
Safety eyewear complying with an approved standard should be used
and selected based on the task being performed and the risks involved
(avoid exposure to liquid splashes, mists gases or dusts).
Where there Is a risk of exposure to high velocity particles safety glasses
or face shield complying with en approved standard should be used to
protect against Impact. Where there Is a risks of exposure to dusts
goggles should be used.
Recommended: Safety glasses.
Use a properly fitted, particulate filter respirator complying with an
approved standard If a risk assessment Indicates this is necessary.
Respirator selection must be based on known or anticipated exposure
levels the hazards of the product and the safe working limits of the
selected respirator.
: 03/30/2006 Page: 2/5
Aughond by K EM I KA lhompluip
..-ire t1

OCT-03-2006 08:54 AM VERTEC EISOYENTS
630 960 0660 P.04
V
Wain
ATOM ET
21 S124/25128129/30150155/391669107!061T0175/86/95/95SP/414/SURV95
Hands
Skin/Body
Personal protection In case
o f a large spill
: Recommended: Leather gloves.
▪ Personal protective equipment for the body should be selected based on
the task being performed and the risks Involved
Recommended: Overall,
• Safety glasses and or goggles and or face shield should be used depending on the task
•
being performed. Leather gloves. Overall. Boots. Wear MSHA/NIOSH approved
respiratory apparatus or equivalent if required.
P roduct name Exposure limits
Iron ACGIH TLV (United States).
TWA: 10 mg/m 3 6 hour(s). Form: Inhalable particle.
Consult local authorities for acceptable exposure limits,
Section 9. Physical and chemical properties
P hysical state : Solid. (Powder.)
Color ; Gray.
Melting/freezing point : 1535°C (2795°E)
S pecific gravity : 7.86
Bulk density ; 2.4 to 3.2 g/cm3
Dlspersiblllty properties : Not dispersible in cold water, hot water.
Solubility : Insoluble In cold water, hot water,
S ection 10. Stability and reactivity
S tability and reactivity : The product is stable.
Incompatibility with various : Reactive with oxidizing agents and reducing agents.
substances
Hazardous polymerization
: Will not occur.
Section 11. Toxicological information
1
Acute Effects
Eyes
Skin
Inhalation
ingestion
P otential chronic health
e ffects
: May cause eye irritation.
: No known significant effects or critical hazards.
May cause respiratory tract Irritation.
: No known significant effects or critical hazards.
: Carcinogenic effects Not classified or listed by 'ARC, NTP, OSHA, EU and ACGIH.
Mutagenic effects: Not available.
Teratogenic effects: Not available.
S ection 12. Ecological information
1
P roducts of degradation
: Some metallic oxides.
S ection 13. Disposal considerations
1
Waste disposal
The generation of waste should be avoided or minimized wherever possible. Avoid
dispersal of spilled material, runoff and contact with soil, waterways, drains and sewers.
Disposal of this product, solutions end any by-products should at all times comply with
the requirements of environmental protection and waste disposal legislation and any
regional and local authority requirements.
Consult your local or regional authorities.
•
Di'te clime t 03/30/2006
Authored by K E M I K A
Page: 315
ATaTon

OCT-03-2006 0S:55 AM VERTEC BISW'ENTS
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•
Section 14. Transport information
Classification
ADN /ADR /TDG /DOT/ IMDG/IATA: Not regulated.
Label
N ot applicable.
Additional Information
Not applicable.
(Section 15. Regulatory information
1
U nited States
HCS Classification
U.S, Federal regu?atlons
State regulations
Canada
WHMIS (Canada)
Mexico
Classification
EU regulations
Product use
InternatIonal regulations
International Ilsts
: Not regulated.
• TSCA All components listed
SARA 302/304/311/312 extremely hazardous substances: No products were found.
S ARA 302/304 emergency planning and notification: No products were found.
S ARA 302/304/311/312 hazardous chemicals No products were found.
SARA 311/312 MSDS distribution - chemical inventory - hazard Identification: No
products were found.
Clean Water Act (CWA) 307: No products were found.
Clean Water Act (CWA) 311: No products were found,
Clean Air Act (CAA) 112 accidental release prevention: No products were found
Clean Air Act (CAA) 112 regulated flammable substances: No products were found.
Clean Air Act (CAA) 112 regulated toxic substances: No products were found.
Pennsylvania RTK Sulfur alloyed: (generic environmental hazard)
Massachusetts RTK: Sulfur alloyed
N ew Jersey: Sulfur alloyed
N o products were found.
: Not regulated.
DSL : AM components listed.
•
Health
Flammability
Reactivity
Special
; Classification and labeling have been performed according to EU Directives 67/548/EEC
and 1999/45/EC (including amendments) and the Intended use.
- Industrial applications.
This product is not listed on major international inventories or exempted from being listed
in Australia (AILS), Europe (EINECS/ELINCS), Korea (TCCL), Japan (METI/MOL),
P hilippines (RA6969)
Dale or i.s uc : 03/30/2006
Authored by K E M I K A
a
Page: 4/5
Fb...r w ,.rr r
i

OCT-03-2006 08:55 AM
•
VERTEC EISOVENTS
630 960 0660 P.06
'.AAP
ATOMET
21 S/24/25/28/29/30/50/55/69I669/67/68I70I76/86/96/958P/414/SURV95
Section 16. Other Information
Label requirements
Hazardous Material
Information System (U,S.A.)
National Fire Protection
Association (U S.A.)
Full text of R-phrases
referred to In sections 2 and
3 - Europe
Full text of classifications : Not applicable
referred to In sections 2 and
3 - Europe
References
: USE WITH CARE.
•
•
:
Reactivity
[Personal protection
Health
Date of issue
Date of previous ',roue
Version
Notice to feeder
To the best of our knowledge, the information contained herein Is accurate. However, neither the above named
supplier nor any of Its subsidiaries assumes any liability whatsoever for the accuracy or completeness of the
Information contained herein. Final determination of suitability of any materiel Is the sole responsibility of the user.
All materials may present unknown hazards and should be used with caution, Although certain hazards are
described herein, we cannot guarantee that these are the only hazards that exist.
: Not applicable.
C
Flammability
Instability
Special
: ANSI Z400 1, MSDS Standard, 2004. - Manufacturer's Material Safety Data Sheet. -
29CFR Part1910.1200 OSHA MSDS Requirements, - 49CFR Table List of Hazardous
Materials, UN# Proper Shipping Names, PG - Canada Gazette Part II, Vol, 122 No. 2
Registration SOR/88-64, 31 December 1987. Hazardous Products Act "Ingredient
Disclosure List" - Canadian Transport of Dangerous Goods, Regulations and Schedules,
Clear Language version 2005 - Official Mexican Standards NOM-018-STPS-2000 and
NOM-004-SCT2-1994. Brazil NBR 14725:2001
: 03/30/2006
: 10/30/2005
:2

Health
1
Fire
1
Reactivity 0
Personal
Protection
Material Safety Data Sheet
Guar gum MSDS
Section 1: Chemical Product and Company Identification
Product Name: Guar gum
Catalog Codes: SLG1537, SLG2035
CAS#: 9000-30-0
RTECS: MG0185000
TSCA: TSCA 8(b) inventory: Guar gum
CI#: Not available.
Synonym:
Chemical Name: Not available.
Chemical Formula: Not available.
Contact Information:
Sciencelab.com, Inc.
14025 Smith Rd.
Houston, Texas 77396
US Sales: 1-800-901-7247
International Sales: 1-281-441-4400
Order Online: ScienceLab.com
CHEMTREC (24HR Emergency Telephone), call:
1-800-424-9300
International CHEMTREC, call: 1-703-527-3887
For non -emergency assistance, call: 1-281-441-4400
Section 2: Composition and Information on Ingredients
Composition:
Name
CAS #
Guar gum
9000-30-0
Toxicological Data on Ingredients: Not applicable.
% by Weight
100
Section 3: Hazards Identification
Potential Acute Health Effects: Slightly hazardous in case of skin contact (irritant), of eye contact (irritant), of ingestion, of
inhalation.
Potential Chronic Health Effects:
CARCINOGENIC EFFECTS: Not available. MUTAGENIC EFFECTS: Not available. TERATOGENIC EFFECTS: Not available.
DEVELOPMENTAL TOXICITY: Not available. Repeated or prolonged exposure is not known to aggravate medical condition.
Section 4: First Aid Measures
Eye Contact: No known effect on eye contact, rinse with water for a few minutes.
Skin Contact:
After contact with skin, wash immediately with plenty of water. Gently and thoroughly wash the contaminated skin with running
water and non-abrasive soap. Be particularly careful to clean folds, crevices, creases and groin. Cover the irritated skin with an
emollient. If irritation persists, seek medical attention. Wash contaminated clothing before reusing.
p. 1

Serious Skin Contact: Not available.
Inhalation: Allow the victim to rest in a well ventilated area. Seek immediate medical attention.
Serious Inhalation: Not available.
Ingestion:
Do not induce vomiting. Loosen tight clothing such as a collar, tie, belt or waistband. If the victim is not breathing, perform
mouth-to-mouth resuscitation. Seek immediate medical attention.
Serious Ingestion: Not available.
Section 5: Fire and Explosion Data
Flammability of the Product: May be combustible at high temperature.
Auto -Ignition Temperature: Not available.
Flash Points: Not available.
Flammable Limits: Not available.
Products of Combustion: Not available.
Fire Hazards in Presence of Various Substances: Not available.
Explosion Hazards in Presence of Various Substances:
Risks of explosion of the product in presence of mechanical impact: Not available. Risks of explosion of the product in
presence of static discharge: Not available.
Fire Fighting Media and Instructions:
SMALL FIRE: Use DRY chemical powder. LARGE FIRE: Use water spray, fog or foam. Do not use water jet.
Special Remarks on Fire Hazards: Not available.
Special Remarks on Explosion Hazards: Not available.
Section 6: Accidental Release Measures
Small Spill:
Use appropriate tools to put the spilled solid in a convenient waste disposal container. Finish cleaning by spreading water on
the contaminated surface and dispose of according to local and regional authority requirements.
Large Spill:
Use a shovel to put the material into a convenient waste disposal container. Finish cleaning by spreading water on the
contaminated surface and allow to evacuate through the sanitary system.
Section 7: Handling and Storage
Precautions:
Keep away from heat. Keep away from sources of ignition. Empty containers pose a fire risk, evaporate the residue under a
fume hood. Ground all equipment containing material. Do not ingest. Do not breathe dust. If ingested, seek medical advice
immediately and show the container or the label.
Storage:
Keep container dry. Keep in a cool place. Ground all equipment containing material. Keep container tightly closed. Keep in a
cool, well -ventilated place. Combustible materials should be stored away from extreme heat and away from strong oxidizing
agents.
Section 8: Exposure Controls/Personal Protection
p. 2

Engineering Controls:
Use process enclosures, local exhaust ventilation, or other engineering controls to keep airborne levels below recommended
exposure limits. If user operations generate dust, fume or mist, use ventilation to keep exposure to airborne contaminants
below the exposure limit.
Personal Protection: Safety glasses. Lab coat. Dust respirator. Be sure to use an approved/certified respirator or equivalent.
Gloves.
Personal Protection in Case of a Large Spill:
Splash goggles. Full suit. Dust respirator. Boots. Gloves. A self contained breathing apparatus should be used to avoid
inhalation of the product. Suggested protective clothing might not be sufficient; consult a specialist BEFORE handling this
product.
Exposure Limits: Not available.
Section 9: Physical and Chemical Properties
Physical state and appearance: Solid.
Odor: Not available.
Taste: Not available.
Molecular Weight: Not available.
Color: Not available.
pH (1% soln/water): Not available.
Boiling Point: Not available.
Melting Point: Decomposes.
Critical Temperature: Not available.
Specific Gravity: Not available.
Vapor Pressure: Not applicable.
Vapor Density: Not available.
Volatility: Not available.
Odor Threshold: Not available.
Water/Oil Dist. Coeff.: Not available.
tonicity (in Water): Not available.
Dispersion Properties: Not available.
Solubility: Not available.
Section 10: Stability and Reactivity Data
Stability: The product is stable.
Instability Temperature: Not available.
Conditions of Instability: Not available.
Incompatibility with various substances: Not available.
Corrosivity: Non -corrosive in presence of glass.
Special Remarks on Reactivity: Not available.
P. 3

Special Remarks on Corrosivity: Not available.
Polymerization: No.
Section 11: Toxicological Information
Routes of Entry: Not available.
Toxicity to Animals: Acute oral toxicity (LD50): 6770 mg/kg [Rat].
Chronic Effects on Humans: Not available.
Other Toxic Effects on Humans: Slightly hazardous in case of skin contact (irritant), of ingestion, of inhalation.
Special Remarks on Toxicity to Animals: Not available.
Special Remarks on Chronic Effects on Humans: Not available.
Special Remarks on other Toxic Effects on Humans: Nuisance dust.
Section 12: Ecological Information
Ecotoxicity: Not available.
BOD5 and COD: Not available.
Products of Biodegradation:
Possibly hazardous short term degradation products are not likely. However, long term degradation products may arise.
Toxicity of the Products of Biodegradation: The products of degradation are more toxic.
Special Remarks on the Products of Biodegradation: Not available.
Section 13: Disposal Considerations
Waste Disposal:
Section 14: Transport Information
DOT Classification: Not a DOT controlled material (United States).
Identification: Not applicable.
Special Provisions for Transport: Not applicable.
Section 15: Other Regulatory Information
Federal and State Regulations: TSCA 8(b) inventory: Guar gum
Other Regulations: Not available..
Other Classifications:
WHMIS (Canada): Not controlled under WHMIS (Canada).
DSCL (EEC):
This product is not classified according to the EU regulations.
HMIS (U.S.A.):
p. 4

Health Hazard: 1
Fire Hazard: 1
Reactivity: 0
Personal Protection: E
National Fire Protection Association (U.S.A.):
Health: 1
Flammability: 1
Reactivity: 0
Specific hazard:
Protective Equipment:
Gloves. Lab coat. Dust respirator. Be sure to use an approved/certified respirator or equivalent. Safety glasses.
Section 16: Other Information
References: Not available.
Other Special Considerations: Not available.
Created: 10/10/2005 08:19 PM
Last Updated: 11 /01 /2010 12:00 PM
The information above is believed to be accurate and represents the best information currently available to us. However, we
make no warranty of merchantability or any other warranty, express or implied, with respect to such information, and we assume
no liability resulting from its use. Users should make their own investigations to determine the suitability of the information for
their particular purposes. In no event shall ScienceLab.com be liable for any claims, losses, or damages of any third party or for
lost profits or any special, indirect, incidental, consequential or exemplary damages, howsoever arising, even if ScienceLab. com
has been advised of the possibility of such damages.
P. 5

Page 1 of 4
MSDS Number: S3660
1. Product Identification
Synonyms: Sodium hydrogen Carbonate; Sodium acid Carbonate;
baking soda; BiCarbonate of soda
CAS No.: 144-55-8
Molecular Weight: 84.01
Chemical Formula: Nahco3
2. Composition/Information on Ingredients
Component CAS No. Percent Hazardous
Sodium Bicarbonate 144-55-8 99-100% No
3. Hazards Identification
EMERGENCY OVERVIEW
As part of good industrial and personal hygiene and safety
procedure, avoid all unnecessary exposure to the chemical
substance and ensure prompt removal from skin, eyes and
clothing.
Health Rating: 0 - none
Flammability Rating: 0 - none
Reactivity Rating: 1 - slight
Contact Rating: 1 - slight
Lab Protective Equip: goggles; lab coat
Storage Color Code: Orange (general storage)
Potential Health Effects
Inhalation: High concentrations of dust may cause coughing and
sneezing.
Ingestion: Extremely large oral doses may cause gastrointestinal
disturbances.
Skin Contact: No adverse effects expected.
Eye Contact: Contact may cause mild irritation, redness, and
pain.
Chronic Exposure: No information found.
Aggravation of pre-existing conditions: No information found.
4. First Aid Measures
Inhalation: Remove to fresh air. Get medical attention for any
breathing difficulty.
Ingestion: Give several glasses of water to drink to dilute. If large
amounts were swallowed, get medical advice.
Skin Contact: Not expected to require first aid measures.
Eye Contact: Wash thoroughly with running water. Get medical
advice if irritation develops.
5. Fire Fighting Measures
Fire: Not considered to be a fire hazard.
Explosion: Not considered to be an explosion hazard.
Fire Extinguishing Media: Use any means suitable for
extinguishing surrounding fire.
Special Information: Use protective clothing and breathing
equipment appropriate for the surrounding fire.
6. Accidental Release Measures
Ventilate area of leak or spill. Wear appropriate personal protective
equipment as specified in 8. Spills: Sweep up and containerize for
reclamation or disposal. Vacuuming or wet sweeping may be used
to avoid dust dispersal. Small amounts of residue may be flushed
http://www.cqconcepts.com/inc/inc_print sodiumbicarbonate.html 2/10/2012

Page 2 of 4
to sewer with plenty of water.
7. Handling and Storage
Keep in a tightly closed container, stored in a cool, dry, ventilated
area. Protect against physical damage. Containers of this material
may be hazardous when empty since they retain product residues
(dust, solids); observe all warnings and precautions listed for the
product.
8. Exposure Controls/Personal Protection
Airborne Exposure Limits: None established.
Ventilation System: In general, dilution ventilation is a
satisfactory health hazard control for this substance. However, if
conditions of use create discomfort to the worker, a local exhaust
system should be considered.
Personal respirators (NIOSH approved): For conditions of use
where exposure to the dust or mist is apparent, a half -face
dust/mist respirator may be worn. For emergencies or instances
where the exposure levels are not known, use a full -face positive -
pressure, air -supplied respirator.
Warning: Air -purifying respirators do not protect workers in
oxygen -deficient atmospheres.
Skin Protection: Wear protective gloves and clean body -covering
clothing.
Eye Protection: Use chemical safety goggles. Maintain eye wash
fountain and quick -drench facilities in work area.
9. Physical and Chemical Properties
Appearance: White crystalline powder.
Odor: Odorless.
Solubility: 7.8G/100g water @ 18c (64f).
Density: 2.2
pH: 8.3 (0.1 Molar @ 25c (77f))
volatiles by volume @ 21c (70f): 0
Boiling Point: Not applicable.
Melting Point: 60c (140f)
Vapor Density (air=1): No information found.
Vapor Pressure (mm hg): No information found.
Evaporation Rate (buac=l): No information found.
10. Stability and Reactivity
Stability: Stable under ordinary conditions of use and storage.
Hazardous Decomposition Products: Gaseous Carbon Dioxide.
Hazardous Polymerization: Will not occur.
Incompatibilities: Reacts with acids to form Carbon Dioxide.
Dangerous reaction with monoammonium Phosphate or a Sodium -
potassium alloy. Conditions to Avoid: Heat, moisture,
incompatibles.
11. Toxicological Information
Investigated as a mutagen, reproductive effector.
Oral rat Id50: 4220 mg/kg.
Irritation data: Human,skin, 30mg/3d-i mild, rabbit,eye, 100
mg/30 s, mild.
Cancer Lists
Ingredient
Sodium Bicarbonate
(144-55-8)
NTP Carcinogen
Known Anticipated IARC
Category
No No None
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Page 3 of 4
12. Ecological Information
Environmental Fate: No information found.
Environmental Toxicity: No information found.
13. Disposal Considerations
Whatever cannot be saved for recovery or recycling should be
managed in an appropriate and approved waste disposal facility.
Processing, use or contamination of this product may change the
waste management options. State and local disposal regulations
may differ from federal disposal regulations. Dispose of container
and unused contents in accordance with federal, state and local
requirements.
14. Transport Information
Not regulated.
15. Regulatory Information / Federal Regulations
Chemical Inventory Status - Part 1
Ingredient TSCA EC Japan Australia
Sodium Bicarbonate
(144-55-8)
Yes Yes Yes Yes
Chemical Inventory Status - Part 2 (Canada)
Ingredient Korea DSL NDSL Phil.
Sodium Bicarbonate
(144-55-8)
Yes Yes No Yes
Federal, State & International Regulations - Part 1
-SARA 302- SARA 313
Ingredient RQ TPQ LIST Chemical
Catg .
Sodium Bicarbonate
(144-55-8)
No No No No
Federal, State & International Regulations - Part 2
-RCRA- -TSCA-
Ingredient CERCLA 261.33 8 (D)
Sodium Bicarbonate (144-
55-8)
No No No
Chemical Weapons Convention: no
TSCA 12(b): no
CDTA: no
SARA 311/312:
Acute: No
Chronic: No
Fire: No
Pressure: No
Reactivity: no (pure / liquid)
Australian Hazchem Code: No information found.
Poison Schedule: No information found.
WHMIS: This MSDS has been prepared according to the hazard
criteria of the controlled products regulations (cpr) and the MSDS
contains all of the information required by the cpr.
16. Other Information
NFPA Ratings:
o Health: 1
o Flammability: 0
o Reactivity: 0
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Page 4 of 4
Label Hazard Warning: As part of good industrial and personal
hygiene and safety procedure, avoid all unnecessary exposure to
the chemical substance and ensure prompt removal from skin,
eyes and clothing.
Label Precautions: None.
Label First Aid: Not applicable.
Product Use: Laboratory reagent.
Revision Information: New 16 section MSDS format, all sections
have been revised.
Disclaimer: CQ Concepts provides the information contained
herein in good faith but makes no representation as to its
comprehensiveness or accuracy. This document is intended only
as a guide to the appropriate precautionary handling of the
material by a properly trained person using this product.
Individuals receiving the information must exercise their
independent judgment in determining its appropriateness for a
particular purpose. CQ Concepts makes no representations or
warranties, either express or implied, including without limitation
any warranties of merchantability, fitness for a particular purpose
with respect to the information set forth herein or the product to
which the information refers. Accordingly, CQ Concepts will not be
responsible for damages resulting from use of or reliance upon this
information.
http://www.cqconcepts.com/inc/inc_print sodiumbicarbonate.html 2/10/2012

SIGMA-ALDRICH
sigma-aldrich.com
Material Safety Data Sheet
Version 4.7
Revision Date 12/03/2012
Print Date 02/11/2013
1. PRODUCT AND COMPANY IDENTIFICATION
Product name : Vitamin B12
Product Number
Brand
Supplier
Telephone
Fax
Emergency Phone # (For
both supplier and
manufacturer)
Preparation Information
V2876
Sigma
Sigma -Aldrich
3050 Spruce Street
SAINT LOUIS MO 63103
USA
[phone]
[phone]
[phone]
: Sigma -Aldrich Corporation
Product Safety - Americas Region
1-800-521-8956
2. HAZARDS IDENTIFICATION
Emergency Overview
OSHA Hazards
No known OSHA hazards
Not a dangerous substance or mixture according to the Globally Harmonised System (GHS).
HMIS Classification
Health hazard: 0
Flammability: 0
Physical hazards: 0
NFPA Rating
Health hazard: 0
Fire: 0
Reactivity Hazard: 0
Potential Health Effects
Inhalation
Skin
Eyes
Ingestion
May be harmful if inhaled. May cause respiratory tract irritation.
May be harmful if absorbed through skin. May cause skin irritation.
May cause eye irritation.
May be harmful if swallowed.
3. COMPOSITION/INFORMATION ON INGREDIENTS
Synonyms
Formula
Molecular Weight
CN-Cbl
a-(5,6-Dimethylbenzimidazolyl)cyanocobamide
Cyanocobalamin
Cyanocob(III)alamin
C63H88CoN14O14P
1,355.37 g/mol
No ingredients are hazardous according to OHSA criteria.
Sigma - V2876 Page 1 of 6

4. FIRST AID MEASURES
If inhaled
If breathed in, move person into fresh air. If not breathing, give artificial respiration.
In case of skin contact
Wash off with soap and plenty of water.
In case of eye contact
Flush eyes with water as a precaution.
If swallowed
Never give anything by mouth to an unconscious person. Rinse mouth with water.
5. FIREFIGHTING MEASURES
Conditions of flammability
Not flammable or combustible.
Suitable extinguishing media
Use water spray, alcohol -resistant foam, dry chemical or carbon dioxide.
Special protective equipment for firefighters
Wear self contained breathing apparatus for fire fighting if necessary.
Hazardous combustion products
Hazardous decomposition products formed under fire conditions. - Carbon oxides, nitrogen oxides (NOx), Oxides of
phosphorus, Cobalt/cobalt oxides
6. ACCIDENTAL RELEASE MEASURES
Personal precautions
Avoid dust formation. Avoid breathing vapors, mist or gas.
Environmental precautions
Do not let product enter drains.
Methods and materials for containment and cleaning up
Sweep up and shovel. Keep in suitable, closed containers for disposal.
7. HANDLING AND STORAGE
Precautions for safe handling
Provide appropriate exhaust ventilation at places where dust is formed.
Conditions for safe storage
Keep container tightly closed in a dry and well -ventilated place.
Recommended storage temperature: 2 - 8 °C
Keep in a dry place.
8. EXPOSURE CONTROLS/PERSONAL PROTECTION
Contains no substances with occupational exposure limit values.
Personal protective equipment
Respiratory protection
Respiratory protection is not required. Where protection from nuisance levels of dusts are desired, use type N95
(US) or type P1 (EN 143) dust masks. Use respirators and components tested and approved under appropriate
government standards such as NIOSH (US) or CEN (EU).
Hand protection
Handle with gloves. Gloves must be inspected prior to use. Use proper glove removal technique (without touching
glove's outer surface) to avoid skin contact with this product. Dispose of contaminated gloves after use in
accordance with applicable laws and good laboratory practices. Wash and dry hands.
Full contact
Material: Nitrile rubber
Sigma - V2876 Page 2 of 6

Minimum layer thickness: 0.11 mm
Break through time: 480 min
Material tested:Dermatril® (KCL 740 / Aldrich Z677272, Size M)
Splash protection
Material: Nitrile rubber
Minimum layer thickness: 0.11 mm
Break through time: 480 min
Material tested:Dermatril® (KCL 740 / Aldrich Z677272, Size M)
data source: KCL GmbH, D-36124 Eichenzell, phone [phone], e-mail [e-mail], test method: EN374
If used in solution, or mixed with other substances, and under conditions which differ from EN 374, contact the
supplier of the CE approved gloves. This recommendation is advisory only and must be evaluated by an Industrial
Hygienist familiar with the specific situation of anticipated use by our customers. It should not be construed as
offering an approval for any specific use scenario.
Eye protection
Use equipment for eye protection tested and approved under appropriate government standards such as NIOSH
(US) or EN 166(EU).
Skin and body protection
Choose body protection in relation to its type, to the concentration and amount of dangerous substances, and to the
specific work -place., The type of protective equipment must be selected according to the concentration and amount
of the dangerous substance at the specific workplace.
Hygiene measures
General industrial hygiene practice.
9. PHYSICAL AND CHEMICAL PROPERTIES
Appearance
Form powder
Colour dark red
Safety data
pH no data available
Melting no data available
point/freezing point
Boiling point no data available
Flash point no data available
Ignition temperature no data available
Auto -ignition no data available
temperature
Lower explosion limit no data available
Upper explosion limit no data available
Vapour pressure no data available
Density no data available
Water solubility no data available
Partition coefficient: no data available
n-octanol/water
Relative vapor no data available
density
Odour no data available
Odour Threshold no data available
Evaporation rate no data available
Sigma - V2876 Page 3 of 6

10. STABILITY AND REACTIVITY
Chemical stability
Decomposes on exposure to light. Stable under recommended storage conditions.
Possibility of hazardous reactions
no data available
Conditions to avoid
no data available
Materials to avoid
Strong mineral acids
Hazardous decomposition products
Other decomposition products - no data available
Hazardous decomposition products formed under fire conditions. - Carbon oxides, nitrogen oxides (NOx), Oxides of
phosphorus, Cobalt/cobalt oxides
11. TOXICOLOGICAL INFORMATION
Acute toxicity
Oral LD50
LD50 Oral - mouse - > 5,000 mg/kg
Inhalation LC50
no data available
Dermal LD50
no data available
Other information on acute toxicity
LD50 Intravenous - mouse - 2 g/kg
Skin corrosion/irritation
no data available
Serious eye damage/eye irritation
no data available
Respiratory or skin sensitization
Prolonged or repeated exposure may cause allergic reactions in certain sensitive individuals.
Germ cell mutagenicity
no data available
Carcinogenicity
IARC: No component of this product present at levels greater
probable, possible or confirmed human carcinogen by I
ACGIH: No component of this product present at levels greater
carcinogen or potential carcinogen by ACGIH.
NTP: No component of this product present at levels greater
known or anticipated carcinogen by NTP.
OSHA: No component of this product present at levels greater
carcinogen or potential carcinogen by OSHA.
Reproductive toxicity
no data available
Teratogenicity
no data available
than or equal to 0.1% is identified as
ARC.
than or equal to 0.1% is identified as a
than or equal to 0.1% is identified as a
than or equal to 0.1% is identified as a
Sigma - V2876 Page 4 of 6

Specific target organ toxicity
no data available
Specific target organ toxicity
no data available
Aspiration hazard
no data available
Potential health effects
Inhalation
Ingestion
Skin
Eyes
- single exposure (Globally Harmonized System)
- repeated exposure (Globally Harmonized System)
May be harmful if inhaled. May cause respiratory tract irritation.
May be harmful if swallowed.
May be harmful if absorbed through skin. May cause skin irritation.
May cause eye irritation.
Signs and Symptoms of Exposure
To the best of our knowledge, the chemical, physical, and toxicological properties have not been thoroughly investigated.
Synergistic effects
no data available
Additional Information
RTECS: GG3750000
12. ECOLOGICAL INFORMATION
Toxicity
no data available
Persistence and degradability
no data available
Bioaccumulative potential
Bioaccumulation Chasmichthys gulosus - 3 d
Bioconcentration factor (BCF): 3
Mobility in soil
no data available
PBT and vPvB assessment
no data available
Other adverse effects
no data available
13. DISPOSAL CONSIDERATIONS
Product
Offer surplus and non -recyclable solutions to a licensed disposal company.
Contaminated packaging
Dispose of as unused product.
14. TRANSPORT INFORMATION
DOT (US)
Not dangerous goods
IMDG
Not dangerous goods
IATA
Not dangerous goods
Sigma - V2876 Page 5 of 6

15. REGULATORY INFORMATION
OSHA Hazards
No known OSHA hazards
SARA 302 Components
SARA 302: No chemicals in this material are subject to the reporting requirements of SARA Title III, Section 302.
SARA 313 Components
SARA 313: This material does not contain any chemical components with known CAS numbers that exceed the threshold
(De Minimis) reporting levels established by SARA Title III, Section 313.
SARA 311/312 Hazards
No SARA Hazards
Massachusetts Right To Know Components
No components are subject to the Massachusetts Right to Know Act.
Pennsylvania Right To Know Components
CAS -No. Revision Date
Cyanocobalamin 68-19-9
New Jersey Right To Know Components
CAS -No. Revision Date
Cyanocobalamin 68-19-9
California Prop. 65 Components
This product does not contain any chemicals known to State of California to cause cancer, birth defects, or any other
reproductive harm.
16. OTHER INFORMATION
Further information
Copyright 2012 Sigma -Aldrich Co. LLC. License granted to make unlimited paper copies for internal use only.
The above information is believed to be correct but does not purport to be all inclusive and shall be used only as a
guide. The information in this document is based on the present state of our knowledge and is applicable to the
product with regard to appropriate safety precautions. It does not represent any guarantee of the properties of the
product. Sigma -Aldrich Corporation and its Affiliates shall not be held liable for any damage resulting from handling or
from contact with the above product. See www.sigma-aldrich.com and/or the reverse side of invoice or packing slip for
additional terms and conditions of sale.
Sigma - V2876 Page 6 of 6

Material Safety Data Sheet
Shaw Environmental, Inc.
17 PRINCESS ROAD
LAWRENCEVILLE, N.J. 08648
[phone]
SECTION 1 - MATERIAL IDENTIFICATION AND INFORMATION
Material Name: DHC microbial consortium (RTB-1) MSDS #: ENV 1033
Date Prepared: 10/06/2003 CAS #: N/A (Not Applicable)
Prepared By: Simon Vainberg Formula #: N/A
Material Description: Non -hazardous, naturally occurring non -altered anaerobic
microbes and enzymes in a water -based medium.
24 HOUR EMERGENCY RESPONSE PHONE NUMBER [phone]
SECTION 2 - INGREDIENTS
Components % OSHA ACGIH OTHER
PEL TLV LIMITS
Non -Hazardous Ingredients 100 N/A N/A N/A
SECTION 3 - PHYSICAL/CHEMICAL CHARACTERISTICS
Boiling Point: 100°C (water) Specific Gravity (H20 = 1): 0.9 - 1.1
Vapor Pressure @ 25°C: 24 mm Hg (water) Melting Point: 0°C (water)
Vapor Density: N/A Evaporation Rate (H20 = 1): 0.9 - 1.1
Solubility in Water: Soluble Water Reactive: No
pH: 6.0 - 8.0
Appearance and Odor: Murky, yellow water. Musty odor.

MATERIAL SAFETY DATA SHEET FOR DHC consortium (BDI)
PAGE 2 OF 4
October 6, 2003
SECTION 4 - FIRE AND EXPLOSION HAZARD DATA
Flash Point: N/A
Flammable Limits: N/A
Extinguishing Media: Foam, carbon dioxide, water
Special Fire Fighting Procedures: None
Unusual Fire and Explosion Hazards: None
SECTION 5 - REACTIVITY DATA
Stability: Stable
Conditions to Avoid: None
Incompatibility (Materials to Avoid): Water -reactive materials
Hazardous Decomposition Byproducts: None
SECTION 6 - HEALTH HAZARD DATA
HEALTH EFFECTS
The effects of exposure to this material have not been determined. Safe handling of
this material on a long-term basis will avoid any possible effect from repetitive acute
exposures. Below are possible health effects based on information from similar
materials. Individuals hyper allergic to enzymes or other related proteins should not
handle.
Ingestion: Ingestion of large quantities may result in abdominal discomfort including
nausea, vomiting, cramps, diarrhea, and fever.
Inhalation: Hypersensitive individuals may experience breathing difficulties after
inhalation of aerosols.
Skin Absorption: N/A

MATERIAL SAFETY DATA SHEET FOR DHC consortium (BDI)
PAGE 3 OF 4
October 6, 2003
Skin Contact: May cause skin irritation. Hypersensitive individuals may experience
allergic reactions to enzymes.
Eye Contact: May cause eye irritation.
FIRST AID
Ingestion: Get medical attention if allergic symptoms develop (observe for 48 hours).
Never give anything by mouth to an unconscious or convulsing person.
Inhalation: Get medical attention if allergic symptoms develop.
Skin Absorption: N/A
Skin Contact: Wash affected area with soap and water. Get medical attention if
allergic symptoms develop.
Eye Contact: Flush eyes with plenty of water for at least 15 minutes using an eyewash
fountain, if available. Get medical attention if irritation occurs.
NOTE TO PHYSICIANS: All treatments should be based on observed signs and
symptoms of distress in the patient. Consideration should be given to the possibility
that overexposure to materials other than this material may have occurred.
SECTION 7 - SPILL AND LEAK PROCEDURES
Reportable quantities (in lbs of EPA Hazardous Substances): N/A
Steps to be taken in case of spill or release: No emergency results from spillage.
However, spills should be cleaned up promptly. All personnel involved in the cleanup
must wear protective clothing and avoid skin contact. Absorb spilled material or
vacuum into a container. After clean-up, disinfect all cleaning materials and storage
containers that come in contact with the spilled liquid.
Waste Disposal Method: No special disposal methods are required. The material may
be sewered, and is compatible with all known biological treatment methods. To reduce
odors and permanently inactivate microorganisms, mix 100 parts (by volume) of DHC
consortium with 1 part (by volume) of bleach. Dispose of in accordance with local, state
and federal regulations.

MATERIAL SAFETY DATA SHEET FOR DHC consortium (BDI)
PAGE 4 OF 4
October 6, 2003
SECTION 8 - HANDLING AND STORAGE
Hand Protection: Rubber gloves.
Eye Protection: Safety goggles with side splash shields.
Protective Clothing: Use adequate clothing to prevent skin contact.
Respiratory Protection: Surgical mask.
Ventilation: Provide adequate ventilation to remove odors.
Storage & Handling:
Material may be stored for up to 3 weeks at 2-4°C without aeration.
Other Precautions: An eyewash station in the work area is recommended.
While the information and recommendations set forth herein are believed to be accurate
as of the date hereof, Shaw Environmental, Inc. MAKES NO WARRANTY WITH
RESPECT HERETO AND DISCLAIMS ALL LIABILITY FROM RELIANCE THEREON.

MATERIAL SAFETY DATA SHEET
Sodium Persulfate
MSDS Ref. No.: 7775-27-1
Date Approved: 04/28/2004
Revision No.: 8
This document has been prepared to meet the requirements of the U.S. OSHA Hazard Communication
Standard, 29 CFR 1910.1200; the Canada's Workplace Hazardous Materials Information System (WHMIS)
and, the EC Directive, 2001/58/EC.
1. PRODUCT AND COMPANY IDENTIFICATION
PRODUCT NAME: Sodium Persulfate
SYNONYMS: Sodium Peroxydisulfate; Disodium Peroxydisulfate
ALTERNATE PRODUCT NAME(S): RemedOxTM
GENERAL USE: Polymerization initiator. Etchant and cleaner in manufacture of
printed circuit boards. Booster in hair bleaching formulations in
cosmetics. Secondary oil recovery systems as a polymerization
initiator and a gel breaker.
MANUFACTURER
FMC CORPORATION
Active Oxidants Division
1735 Market Street
Philadelphia, PA 19103
[phone] (General Information)
EMERGENCY TELEPHONE NUMBERS
[phone] (CHEMTREC - U.S.)
[phone] (Medical - Call Collect)
2. HAZARDS IDENTIFICATION
EMERGENCY OVERVIEW:
• White, odorless, crystals
• Oxidizer: Decomposes in storage under conditions of moisture (water/water vapor) and/or excessive
heat causing release of oxides of sulfur, nitrogen and oxygen that supports combustion. Decomposition
could form a high temperature melt.
POTENTIAL HEALTH EFFECTS: Airborne persulfate dust may be irritating to eyes,
nose, lungs, throat and skin upon contact. Exposure to high levels of persulfate dust may cause difficulty in
breathing in sensitive persons.
Page 1 of 9

Sodium Persulfate (7775-27-1)
Date: 04/28/2004
3. COMPOSITION / INFORMATION ON INGREDIENTS
Chemical Name
CAS#
Wt.%
EC No.
EC Class
Sodium Persulfate
7775-27-1
>99
231-892-1
Not classified as hazardous
4. FIRST AID MEASURES
EYES: Flush with plenty of water. Get medical attention if irritation occurs and persists.
SKIN: Wash with plenty of soap and water. Get medical attention if irritation occurs and persists.
INGESTION: Rinse mouth with water. Dilute by giving 1 or 2 glasses of water. Do not induce
vomiting. Never give anything by mouth to an unconscious person. See a medical doctor immediately.
INHALATION: Remove to fresh air. If breathing difficulty or discomfort occurs and persists,
contact a medical doctor.
NOTES TO MEDICAL DOCTOR: This product has low oral toxicity and is not irritating to
the eyes and skin. Flooding of exposed areas with water is suggested, but gastric lavage or emesis
induction for ingestions must consider possible aggravation of esophageal injury and the expected absence
of system effects. Treatment is controlled removal of exposure followed by symptomatic and supportive
care.
5. FIRE FIGHTING MEASURES
EXTINGUISHING MEDIA: Deluge with water.
FIRE / EXPLOSION HAZARDS: Product is non-combustible. On decomposition releases
oxygen which may intensify fire. Presence of water accelerates decomposition.
FIRE FIGHTING PROCEDURES: Do not use carbon dioxide or other gas filled fire
extinguishers; they will have no effect on decomposing persulfates. Wear full protective clothing and self-
contained breathing apparatus.
FLAMMABLE LIMITS: Non-combustible
SENSITIVITY TO IMPACT: No data available
Page 2 of 9

Sodium Persulfate (7775-27-1) Date: 04/28/2004
SENSITIVITY TO STATIC DISCHARGE: No data available
6. ACCIDENTAL RELEASE MEASURES
RELEASE NOTES: Spilled material should be collected and put in approved DOT container and
isolated for disposal. Isolated material should be monitored for signs of decomposition (fuming/smoking).
If spilled material is wet, dissolve with large quantity of water and dispose as a hazardous waste. All
disposals should be carried out according to regulatory agencies procedures.
7. HANDLING AND STORAGE
HANDLING: Use adequate ventilation when transferring product from bags or drums. Wear
respiratory protection if ventilation is inadequate or not available. Use eye and skin protection. Use clean
plastic or stainless steel scoops only.
STORAGE: Store (unopened) in a cool, clean, dry place away from point sources of heat, e.g.
radiant heaters or steam pipes. Use first in, first out storage system. Avoid contamination of opened
product. In case of fire or decomposition (fuming/smoking) deluge with plenty of water to control
decomposition. For storage, refer to NFPA Bulletin 430 on storage of liquid and solid oxidizing materials.
COMMENTS: VENTILATION: Provide mechanical general and/or local exhaust ventilation to
prevent release of dust into work environment. Spills should be collected into suitable containers to prevent
dispersion into the air.
8. EXPOSURE CONTROLS / PERSONAL PROTECTION
EXPOSURE LIMITS
Chemical Name
ACGIH
OSHA
Supplier
Sodium Persulfate
0.1 mg/m3 (TWA)
ENGINEERING CONTROLS: Provide mechanical local general room ventilation to
prevent release of dust into the work environment. Remove contaminated clothing immediately and wash
before reuse.
PERSONAL PROTECTIVE EQUIPMENT
EYES AND FACE: Use cup type chemical goggles. Full face shield may be used.
RESPIRATORY: Use approved dust respirator when airborne dust is expected.
Page 3 of 9

Sodium Persulfate (7775-27-1) Date: 04/28/2004
PROTECTIVE CLOTHING: Normal work clothes. Rubber or neoprene footwear.
GLOVES: Rubber or neoprene gloves. Thoroughly wash the outside of gloves with soap and
water prior to removal. Inspect regularly for leaks.
9. PHYSICAL AND CHEMICAL PROPERTIES
ODOR:
APPEARANCE:
AUTOIGNITION TEMPERATURE:
BOILING POINT:
COEFFICIENT OF OIL / WATER:
DENSITY / WEIGHT PER VOLUME:
EVAPORATION RATE:
FLASH POINT:
MELTING POINT:
ODOR THRESHOLD:
OXIDIZING PROPERTIES:
PERCENT VOLATILE:
pH:
SOLUBILITY IN WATER:
SPECIFIC GRAVITY:
VAPOR DENSITY:
VAPOR PRESSURE:
None
White crystals
Not applicable. No evidence of combustion up to 800°C.
Decomposition will occur upon heating.
Not applicable
Not applicable
Not available
Not applicable (Butyl Acetate = 1)
Non-combustible
Decomposes
Not applicable
Oxidizer
Not applicable
typically 5.0 - 7.0 @ 25 °C (1% solution)
73 % @ 25 °C (by wt.)
2.6 (H20=1)
Not applicable (Air = 1)
Not applicable
10. STABILITY AND REACTIVITY
CONDITIONS TO AVOID:
STABILITY:
POLYMERIZATION:
INCOMPATIBLE MATERIALS:
Heat and moisture.
Stable (becomes unstable in presence of heat,
moisture and contamination).
Will not occur
Acids, alkalis, halides (fluorides, chlorides,
bromides), combustible materials, heavy metals,
oxidizable materials, reducing agents and organic
compounds.
Page 4 of 9

Sodium Persulfate (7775-27-1) Date: 04/28/2004
HAZARDOUS DECOMPOSITION PRODUCTS: Oxygen that supports combustion and oxides of
sulfur and nitrogen.
11. TOXICOLOGICAL INFORMATION
EYE EFFECTS: Non -irritating (rabbit) [FMC Study Number: ICG/T-79.029]
SKIN EFFECTS: Non -irritating (rabbit) [FMC Study Number: ICG/T-79.029]
DERMAL LD50: > 10 g/kg [FMC Study Number: ICG/T-79.029]
ORAL LD50: 895 mg/kg (rat) [FMC Study Number: ICG/T-79.029]
INHALATION LC50: 5.1 mg/1 (rat) [FMC I95-2017]
SENSITIZATION: May be sensitizing to allergic persons. [FMC Study Number: ICG/T-79.029]
TARGET ORGANS: Eyes, skin, respiratory passages
ACUTE EFFECTS FROM OVEREXPOSURE: Dust may be harmful and irritating.
May be harmful if swallowed.
CHRONIC EFFECTS FROM OVEREXPOSURE: Sensitive persons may develop
dermatitis and asthma [Respiration 38:144, 1979]. Groups of male and female rats were fed 0, 300 or 3000
ppm sodium persulfate in the diet for 13 weeks, followed by 5000 ppm for 5 weeks. Microscopic
examination of tissues revealed some injury to the gastrointestinal tract at the high dose (3000 ppm) only.
This effect is not unexpected for an oxidizer at high concentrations. [Ref. FMC I90-1151, Toxicologist
1:149, 1981].
CARCINOGENICITY:
NTP: Not listed
IARC: Not listed
OSHA: Not listed
OTHER: ACGIH: Not listed
12. ECOLOGICAL INFORMATION
ECOTOXICOLOGICAL INFORMATION:
Bluegill sunfish, 96-hour LC50 = 771 mg/L [FMC Study I92-1250]
Rainbow trout, 96-hour LC50 = 163 mg/L [FMC Study I92-1251]
Daphnia, 48-hour LC50 = 133 mg/L [FMC Study I92-1252]
Page 5 of 9

Sodium Persulfate (7775-27-1) Date: 04/28/2004
Grass shrimp, 96-hour LC50 = 519 mg/L [FMC Study I92-1253]
CHEMICAL FATE INFORMATION: Biodegradability does not apply to inorganic
substances.
13. DISPOSAL CONSIDERATIONS
DISPOSAL METHOD: Dispose as a hazardous waste in accordance with local, state and federal
regulatory agencies.
14. TRANSPORT INFORMATION
U.S. DEPARTMENT OF TRANSPORTATION (DOT)
PROPER SHIPPING NAME:
PRIMARY HAZARD CLASS / DIVISION:
UN/NA NUMBER:
PACKING GROUP:
LABEL(S):
PLACARD(S):
MARKING(S):
ADDITIONAL INFORMATION:
Sodium Persulfate
5.1 (Oxidizer)
UN 1505
III
5.1 (Oxidizer)
5.1 (Oxidizer)
Sodium Persulfate, UN 1505
Hazardous Substance/RQ: Not applicable
49 STCC Number: 4918733
This material is shipped in 225 lb. fiber
drums, 55 lb. poly bags and 1000 - 22001b.
IBC's (supersacks).
INTERNATIONAL MARITIME DANGEROUS GOODS (IMDG)
PROPER SHIPPING NAME:
Sodium Persulfate
INTERNATIONAL CIVIL AVIATION ORGANIZATION (ICAO) /
INTERNATIONAL AIR TRANSPORT ASSOCIATION (IATA)
PROPER SHIPPING NAME:
OTHER INFORMATION:
Sodium Persulfate
Page 6 of 9

Sodium Persulfate (7775-27-1) Date: 04/28/2004
Protect from physical damage. Do not store near acids, moisture or heat.
15. REGULATORY INFORMATION
UNITED STATES
SARA TITLE III (SUPERFUND AMENDMENTS AND REAUTHORIZATION ACT)
SECTION 302 EXTREMELY HAZARDOUS SUBSTANCES (40 CFR 355, APPENDIX A):
Not applicable
SECTION 311 HAZARD CATEGORIES (40 CFR 370):
Fire Hazard, Immediate (Acute) Health Hazard
SECTION 312 THRESHOLD PLANNING QUANTITY (40 CFR 370):
The Threshold Planning Quantity (TPQ) for this product, if treated as a mixture, is 10,000 lbs;
however, this product contains the following ingredients with a TPQ of less than 10,000 lbs.:
None
SECTION 313 REPORTABLE INGREDIENTS (40 CFR 372):
Not listed
CERCLA (COMPREHENSIVE ENVIRONMENTAL RESPONSE COMPENSATION AND
LIABILITY ACT)
CERCLA DESIGNATION & REPORTABLE QUANTITIES (RQ) (40 CFR 302.4):
Unlisted, RQ = 100 lbs., Ignitability
TSCA (TOXIC SUBSTANCE CONTROL ACT)
TSCA INVENTORY STATUS (40 CFR 710):
Listed
RESOURCE CONSERVATION AND RECOVERY ACT (RCRA)
RCRA IDENTIFICATION OF HAZARDOUS WASTE (40 CFR 261):
Waste Number: D001
CANADA
WHMIS (WORKPLACE HAZARDOUS MATERIALS INFORMATION SYSTEM):
Product Identification Number: 1505
Hazard Classification / Division: Class C (Oxidizer), Class D, Div. 2, Subdiv. B. (Toxic)
Ingredient Disclosure List: Listed
INTERNATIONAL LISTINGS
Sodium persulfate:
Australia (AICS): Listed
China: Listed
Japan (ENCS): (1)-1131
Page 7 of 9

Sodium Persulfate (7775-27-1) Date: 04/28/2004
Korea: KE-12369
Philippines (PICCS): Listed
16. OTHER INFORMATION
HMIS
Health
1
Flammability
0
Physical Hazard
1
Personal Protection (PPE)
J
Protection = J (Safety goggles, gloves, apron & combination dust & vapor respirator)
HMIS = Hazardous Materials Identification System
Degree of Hazard Code:
4 = Severe
3 = Serious
2 = Moderate
1 = Slight
0 = Minimal
NFPA
Health
1
Flammability
0
Reactivity
1
Special
OX
SPECIAL = OX (Oxidizer)
NFPA = National Fire Protection Association
Degree of Hazard Code:
4 = Extreme
3 = High
2 = Moderate
1 = Slight
0 = Insignificant
REVISION SUMMARY:
This MSDS replaces Revision #7, dated March 10, 2004.
Changes in information are as follows:
Section 1 (Product and Company Identification)
Section 16 (Other Information)
RemedOx and FMC Logo - FMC Trademarks
Page 8 of 9

Sodium Persulfate (7775-27-1) Date: 04/28/2004
© 2004 FMC Corporation. All Rights Reserved.
FMC Corporation believes that the information and recommendations contained herein (including data and
statements) are accurate as of the date hereof. NO WARRANTY OF FITNESS FOR ANY PARTICULAR
PURPOSE, WARRANTY OF MERCHANTABILITY, OR ANY OTHER WARRANTY, EXPRESSED
OR IMPLIED, IS MADE CONCERNING THE INFORMATION PROVIDED HEREIN. The information
provided herein relates only to the specific product designated and may not be applicable where such
product is used in combination with any other materials or in any process. It is a violation of Federal law to
use this product in a manner inconsistent with its labeling. Further, since the conditions and methods of use
are beyond the control of FMC Corporation, FMC Corporation expressly disclaims any and all liability as
to any results obtained or arising from any use of the product or reliance on such information.
Page 9 of 9

"Material Safety Data Sheet 25% Sodium Hydroxide Page 1
1. Identification Of The Product And Company
Company Info:
Product Name:
Synonyms:
Chemical Name:
Molecular Formula:
Chemical Family:
Heritage Systems, Inc. 2471 Solana Ave Suite 141 Napa, Ca. 94558 707-258-0553
Caustic Soda 25% Bleach Grade
Sodium Hydroxide Solution
Sodium Hydroxide
NAOH
Alkali
FOR CHEMICAL EMERGENCY
CALL INFOTRAC
1-800-535-5053
2. INGREDIENTS - HAZARD CLASSIFICATION
Components -Hazardous
Sodium Hydroxide
Components -Other
Water
CAS No:
01310-73
7732-18-5
Comments
50 TWA 2 MG/M3 (C)
NFPA Rating: 3-0=1
75
13. Hazardous Materials Rating
Health:
Flammability:
Reactivity:
Personal Protection:
HMIS
1
1
0
D
4. Shipping Information
Tank Trucks: RQ Sodium Hydroxide Solution; 8 Corrosive Material; UN 1824 PGII; Corrosive Placards
Tank Cars: RQ Sodium Hydroxide Solution; 8 Corrosive Material; UN 1824 PGII; Placarded Corrosive
DOT Reportable Qty (RQ) is 1,000 Lbs. on dry basis
5. Physical Properties
Boiling Point Range:
142 C (288 F)
Molecular Weight
40.01 (Dry Basis)
Vapor Density
NA
Melting Point Range:
NA
Specific Gravity
1.282 @ 60 F
Freezing Point:
12 C (54 F)
Vapor Pressure (MM Hg)
1.6@60F
Solubility in H2O % Volatiles By Volume
Complete 25%
Appearance And Odor: Water White, Clear To Slightly Turbid Liquid. Essentially Odorless
i

Material Safety Data Sheet 25% Sodium Hydroxide Page 2
6. Fire And Explosion Data
Flash Point
None
Flammable Limits
Lower: NA Upper: NA
Autoignition Temp
NA
Extinguishing Media
Do not use water to cool containers exposed to fire. Materials will react violently with water. May form
explosive mixtures.
Special Fire Fighting Procedures
Fire fighters and others who may be exposed to products of combustion should wear full fire fighting turn out
gear (Full Bunker Gear) and self contained breathing apparatus (Pressure Demand OSH/NIOSH Approved
Or Equivalent). Fire fighting equipment should be thoroughly decontaminated after use.
Unusual Fire And Explosion Hazards
Contact with metal can form hydrogen gas. Hydrogen is extremely flammable and can form explosive
mixtures with air. Closed containers may explode when heated or if contents contaminated with water.
7. Reactivity Data
Stability:
This material is chemically stable under normal and anticipated storage and handling.
Incompatibility: Avoid contact with water direct addition of water releases heat which can result in
rapid boiling and splattering. Avoid contact with strong acids, metals and organic
materials such as chlorinated hydrocarbons. Toxic carbon monoxide gas can form upon
contact with food and beverage products in enclosed spaces and cause death. Follow
appropriate tank entry procedures (See ANSI Z117.1-1977)
Hazardous Decomposition, Thermal and Other:
Explosive hydrogen gas can be liberated on contact with metals such as Zinc, Tin or
Aluminum
Conditions To Avoid: Avoid Moisture
8. Toxicity
Route:
Oral
Dermal
Inhalation
Animal:
NA
Rabbit
NA
Data:
Not Established
LD50 1,350 MG/KG (Dry NAOH)
Not Established
Toxic Effects / Routes Of Entry:
Eye Effects: Corrosive. Causes eye burns. May cause blindness
Skin Effects: Corrosive. Causes Skin Burns.
Other Toxic Effects: Skin contact and inhalation are expected to be the primary routes of occupational
exposure to Sodium Hydroxide. Sodium Hydroxide is a strong alkali that can be
i

Material Safety Data Sheet 25% Sodium Hydroxide Page 3
8. Toxicity - Continued
destructive to tissue producing severe burns, possibly with deep ulceration and scarring, on
contact with body tissues. Concentrations as low as 2-3% can cause injury. Contact with
the eyes can rapidly cause severe irritation or permanent injury, possibly with loss of sight.
Sodium Hydroxide solutions may not produce an immediate sensation upon skin contact
delaying awareness of the fact that contact has occurred. Dermatitis ( Inflammation Of The
Skin) and superficial skin damage can result from repeated or prolonged contact with very
dilute solutions. High levels of dusts or mists may be corrosive to the mucous membranes
producing eye or lung injury and chemical pneumonia. Lower concentrations my produce
irritation of eyes, nose or upper respiratory tract with coughing, sore throat and shortness
of breath. Prolonged exposure may result in ulceration of the nasal passages.
While swallowing of Sodium Hydroxide is unlikely in the industrial setting, if swallowed, this
material may cause severe internal injury, characterized by pain in the mouth and stomach,
vomiting and breathing difficulties. Due to the potential for Sodium Hydroxide to produce
severe respiratory tract irritation, workers with lung disease or diminished respiratory
capacity.
Target Organs: NA
Toxicity Comments
Data from laboratory studies conducted by Alf Atochem North America, Inc. and from the
scientific literature on Sodium Hydroxide are summarized below:
Single exposure (Acute) studies indicate:
Dermal - Slightly toxic to rabbits (LD50 1, 350 MG/KG for dry Sodium Hydroxide
Eye Irritation - Corrosive to rabbits
Skin irritation - Corrosive to rabbits
Many publications in the scientific literature confirm the severely irritating properties of acute
and short term exposure to Sodium Hydroxide in humans and animals and discuss toxic
effects (such as death, eye damage or changes in lung morphology), which are probably
related to the corrosive properties of this compound. Inhalation of un-measured
concentrations 30 minutes per day for 2.5 months resulted in lung damage in rats. A rodent
drinking study at 1% was reported to result in nervous symptoms and growth retardation.
Growth was unaffected in this same study at 0.5%, but no conceptions occurred. No tumors
were seen in any longer term animal studies. Sodium Hydroxide produced no genetic
changes in standard tests using bacteria cells. No significant increases in mortality in
relation to duration or intensity of exposures were reported in an epidemiological study of a
small group of workers exposed to dusts for 30 years or more. Massive injestion of Sodium
Hydroxide has been implicated in causing esophageal cancer. Squamous cell carcinoma
of the esophagus occurred approximately 12-42 years later in individuals who survived
accidental childhood ingestion are likely due to the tissue destruction and possible
scarring of the esophagus rather than a direct effect of Sodium Hydroxide.
i

Material Safety Data Sheet 25% Sodium Hydroxide Page 4
9. Emergency First Aid
Ingestion: If swallowed do not induce vomiting. Give water to drink. Get medical attention. Never give
anything by mouth to an unconscious person.
Dermal:
If on skin immediately flush with plenty of water for at least 15 minutes while removing
contaminated clothes and shoes. Seek medical attention, wash clothes before reuse.
Destroy contaminated shoes.
Eye Contact: if in eyes immediately flush with plenty of water for at least 15 minutes. Seek medical
attention.
10_ Special Protection Information
Ventilation Requirements
Investigate engineering techniques to reduce exposures below airborne exposure limits.
Provide ventilation if necessary to control exposure levels below airborne exposure
limits. If practical, use local mechanical exhaust ventilation at sources of air contamination
such as open process equipment. Consult ACGIH ventilation manual or NFPA standard
91 for design of exhaust systems.
For proper tank entry procedures, see ANSI Z117.1-1977. Monitor carbon monoxide and
oxygen levels in tanks and enclosed spaces.
Eye: Where there is potential for eye contact, wear chemical goggles and have eye flushing
equipment immediately available.
Hand (Glove type) Wear appropriate chemical resistant protective clothing and chemical resistant gloves to
prevent skin contact. Synthetic gloves should be worn when handling this material. Wear
chemical goggles, face shield and chemical resistant clothing such as rubber apron when
splashing may occur. Rinse immediately if skin is contacted. Clean protective equipment
before reuse. Provide a safety shower at any location where skin contact can occur.
Respirator Type: Avoid breathing vapor or mist. Use NIOSH approved respiratory protection when airborne
exposure is likely. Full facepiece equipment is recommended and, if used replaces the
need for chemical goggles. For emergency and other conditions where there may be a
potential for significant exposure, use an approved full face positive pressure, self contained
breathing apparatus or positive pressure airline with auxiliary self contained air supply.
Respiratory protection programs must comply with 29 CFR section 1910.134
Other Protective Equipment:
Rubber boots, rubber suit or apron, chemical resistant protective clothing.

--- Material Safety Data Sheet 25% Sodium Hydroxide Page 5
11. Special Handling And Storage Conditions
Do not store near strong acids. Do not get in eyes, on skin or on clothing. Avoid breathing mists or sprays.
Use with adequate ventilation. Do not taste or swallow. Wash thoroughly after handling. Keep container
closed.
To avoid rapid temperature rise, violent spattering or explosive eruptions always add Sodium Hydroxide to.
water: Never add water to Sodium Hydroxide. Heat water to 80 - 100 deg F before adding Sodium Hydroxide.
Add small amounts of Sodium Hydroxide evenly over surface of water with constant stirring. Never increase
concentration of Sodium Hydroxide in the water by 5% with any single addition. Water should not exceed
160 deg F during addition.
12. Spill Management
Dike and contain liquid spill with inert material (E.G. Sand or Earth). Remove solutions with vacuum truck.
For smallspills flush spills or leak area with large amounts of water and neutralize with dilute acid
i

Table 3-1.
ABC+ Demand Calculations
Parameters
Value
Units
ROI
5
ft
Area of cylinder
78.54
sq ft
Thickness/depth
2.5
ft
Volume of soil
196.35
cu ft
soil bulk density
110
Ib/cu ft
# depths (northern plume)
655
# depths (northern tail)
297
# depths (western plume)
572
Target soil mass (Volume * bulk density)
21598
Total targeted mass (northern plume)
14146984
Ib
Total targeted mass (northern tail)
6414739
Ib
Total targeted mass (western plume)
12354313
Ib
Total targeted mass (all 3 areas)
32916037
Ib
# pounds in 1 ton
2000
Ib / 1 ton
Total targeted mass (northern plume)
7073
ton
Total targeted mass (northern tail)
3207
ton
Total targeted mass (western plume)
6177
ton
Total targeted mass (all 3 areas)
16458
ton
Total targeted mass (all 3 areas) - QC
16458
ton
Targeted ABC+ per depth
48.75
Ib
Targeted ABC+ (northern plume)
31931
Ib
Targeted ABC+ (northern tail)
14479
Ib
Targeted ABC+ (western plume)
27885
Ib
Total targeted ABC+ (all 3 areas)
74295
Ib
Targeted ABC+ (northern plume)
16
ton
Targeted ABC+ (northern tail)
7
ton
Targeted ABC+ (western plume)
14
ton
Total targeted ABC+ (all 3 areas)
37
ton
ABC+ to soil mass ratio
0.23%

Table 3-2.
Persulfate Demand Calculations
Parameters
Value
Units
ROI
5
ft
Area of cylinder
78.54
sq ft
Thickness/depth
2.5
ft
Volume/depth
196.35
cu ft
soil bulk density
110
Ib/cu ft
# depths (central plume)
888
Total targeted mass (central plume)
19179423
Ib
Total targeted mass (central plume)
19179
kilo-Ib
Target soil mass (Volume * bulk density)
21598
Ib
oxidant loading
3.4
g/kg
oxidant loading
3.4
Ib/kilo-Ib
Oxidant needed for central plume
65210
Ib
oxidant to soil weight ratio
0.34%

ATTACHMENT 4 - INJECTION PROCEDURE
ABC®+ is injected as aqueous slurry using a positive displacement piston pump.
The slurry is maintained in a pre -injection hopper constantly mixed by a rotary
vane. Activated sodium persulfate (ASP) is injected as an aqueous solution mixed
prior to injection. The injection system will be a contractor supplied temporary
mobile system. General components consist of a mixing tank, product pump,
metering and measuring system and affiliated conveyance hose. The mobile system
will be equipped with tanks for mixing the injection solution. Municipal water will
be used for mixing the solution. The solution will be injected at ambient
temperatures. High pressure hose will extend from the mixing tank, to the injection
pump, to the injection. A pressure gauge and shut-off valves will also be installed in -
line. The injection pressure will be monitored at the injection manifold through
pressure gauges. Injection will be completed through specially designed injection
tooling attached to direct push technology (DPT) drill rig rods. The injection
pressure will be determined by the formation, but can vary between 40 pounds per
square inch (psi) and 1,500 psi depending on the site.
The table below includes a description of the proposed injection procedure for full-
scale injection activities at the Site. The average and maximum quantities of
injectant are based on having one crew performing the injection. To shorten field
time, two crews may be used, in which case the daily injectant quantities and rates
would be approximately doubled.
Injection Parameter
Average
Maximum
(A)
Average / Maximum Daily Rate and
Quantity of Injectant*
* ABC®+ for the Western Plume,
Northern Tail, and Northern Plume,
and ASP for the Central Plume
1600 gal/day
2100 gal/day
(B)
Average Maximum Injection
Pressure
For each point, it is assumed that
injection pressures at the wellhead will
be between 10 and 500 psi, measured
with pressure gauges. Pressures were
generally maintained below 50 psi
during 2012 pilot testing.
(C)
Estimated Total Volume to be
Injected (ABC®+ and ASP)
Approximately 91,300 gallons
A diagram of the mobile injection system is included in this attachment.
The design of the injection of ABC®+ and of ASP, presented above and in
Attachments 1 and 3, is considered preliminary and conceptual. Additional limited
membrane interface probe (MIP) investigations will be performed in the Northern
and Central Plume injection areas to further refine the planned vertical injection
intervals. In addition, a total oxidant demand (TOD) analytical sample will be
Page 1 of 2

collected in the Central Plume area to refine ASP stoichiometric demand
calculations. In general, the design presented in Attachments 1 and 3 is
conservative in terms of volume and mass injected as well as lateral and vertical
intervals covered.
It is anticipated that multiple injection mobilizations will be required to meet Site
remedial goals for each injection area. Secondary and tertiary injections will
generally be staggered from initial injections to allow increased lateral distribution
over multiple events. The scope described in Attachments 1 and 3, generally
assumed to be reduced during follow-up injection events, may be implemented up
to four times per injection area (i.e., Western Plume, Northern Tail, Northern Plume,
and Central Plume), based on performance monitoring data.
Finally, injection is proposed adjacent to stormwater ditches but will not take place
within the stormwater ditches themselves. It is understood that injection is to be
halted if daylighting occurs in the ditch. If this occurs, injection at the point in which
daylighting is occurring will be halted. Injection will continue at other injection
locations and the information learned from the occurrence of daylighting will be
utilized to avoid additional occurrences of daylighting.
Attachments:
• Mobile Injection System Diagram
Page 2 of 2

0
MI a. o
L P-1
e
1�1
411
ter
�J
•
Recirculation Pump
S;
0

ATTACHMENT 5 - FRACTURING PLAN
A fracturing plan is not applicable to this site. Injections will be conducted with low
to moderate pressures in an attempt to distribute the injectant as evenly as possible
within our target radius of influence of 5 feet laterally.
Page 1 of 1

ATTACHMENT 6 - WELL CONSTRUCTION DETAILS
(A) The table below includes the projected number and depth of the temporary direct push
technology (DPT) injection points for the four areas of injection:
Area
Vertical Injection Depths
Number
of
Locations
Number of
Depths
Total
Depths
Western
14', 16.5', 19', 21.5', 24' bgs
49
5
245
Plume
16.5', 19', 21.5', 24' bgs
18
4
72
13.5', 16', 18.5' bgs
67
3
201
16.5', 19' bgs
27
2
54
Subtotal
161
-
572
Northern
13.5', 16', 18.5' bgs
99
3
297
Tail
Subtotal
99
-
297
Northern
15', 17.5', 20', 22.5', 25' bgs
87
5
435
Plume
12.5', 15', 17.5', 20', 22.5', 25', 27.5' bgs
16
7
112
7.5', 10', 12.5', 15', 17.5', 20', 22.5', 25', 27.5' bgs
12
9
108
Subtotal
115
-
655
Central
10', 12.5', 15', 17.5', 20', 22.5'
77
6
462
Plume
12.5', 15', 17.5', 20', 22.5', 25'
71
6
426
Subtotal
148
-
888
TOTAL
-
523
-
2412
(B) No multi -level or "nested" well systems will be used.
(C) The injection locations are proposed, and the number of locations and depths may be
altered depending on field conditions, potential utilities, and further investigation.
(D - H) The injection wells are temporary direct push points, installed bottom -up through
DPT rods, which will be removed from the ground once injections at each location are
completed. The depth of each location is included in section (A) above. The injectant will be
injected through the bottom of the DPT rod without the use of a screen. The individual
injection points will be abandoned with a bentonite-grout slurry to the ground surface.
Pagelofl

ATTACHMENT 7 - MONITORING PLAN
(A-B) For the Western Plume, Northern Tail and Northern Plume (ABC®+ injections),
permanent monitoring wells will be sampled for Site -specific volatile organic compounds
(VOCs) by SW-846 8260B, ethene, ethane and methane by RSKSOP-147/175, total
alkalinity (as CaCO3) by SM19 2320B, nitrate, sulfate, and chloride by EPA Method
300/SW846 9056, total iron, RCRA metals, and manganese by SW-846 Method
6010C/7470A, total organic carbon (TOC) by Standard Method SM19 5310B, and total
dissolved solids (TDS) by Method SM19 2540C. The Site -specific VOC list developed for the
Site based on historical investigations is included as Table 7-1 of this Attachment. Field
measurements of temperature, pH, dissolved oxygen (DO), oxidation-reduction potential
(ORP), and specific conductivity will be collected with a flow -through cell and portable
meter.
The monitoring wells in the Central Plume (persulfate injections) will be sampled for Site -
specific VOCs by SW-846 8260B, sulfate by EPA Method 300, and carbon dioxide by EPA
Method 4500-0O2. Field measurements of temperature, pH, DO, ORP, and specific
conductivity will be collected with a flow -through cell and portable meter.
(C) The following permanent monitoring wells, separated by injection area, will be
sampled according to the sampling schedule described in section (D) below.
• Western Plume: MW10 and MW16R, with MW32FY as the sentinel/control
well;
• Northern Tail: MW17FY and MW24FY, with MW20FY as the sentinel/control
well;
• Northern Plume: MW07, MW29R, and PZ-2B, with MW36FY as the
sentinel/control well; and,
• Central Plume: MW15R and MW28R, with MW27FY as the sentinel/control
well.
(D) The above -mentioned monitoring wells will be sampled within three months prior
to injection in each area to establish baseline concentrations. Within approximately three
months after injection in each area, the wells will be sampled again, followed by quarterly
sampling which will continue through one-year after the last injection event.
Pagelofl

Table 7-1
Site Specific Volatile Organic Compound Analyte List
Kidde Technologies
Wilson, North Carolina
Analyte List
1,1-Dichloroethane
1,1-Dichloroethene
1,2-Dichloroethane
1,2-Dichloropropane
Benzene
Bromodichloromethane
cis- 1,2-Dichloroethene
Methylene chloride
Naphthalene
Tetrachloroethene
trans- 1 ,2-Dichloroethene
Trichloroethene
Vinyl chloride
P:\Jobs4\_Projects\UTC\5 Deliverables\5.1 Working Documents\5.4 Permits\5.4.6 Fullscale UIC Permit Application\Table 7-1 1 of 1

ATTACHMENT 8 - WELL DATA TABULATION
Table 8-1 on the next page provides existing and abandoned well information for the wells
across the Site. Appendices 8-A, 8-B, and 8-C of this Attachment include monitoring well
boring logs, well construction records, and well abandonment records.
Pagelofl

Table 8-1
Monitoring Well Construction Information
Kidde Technologies
Wilson, North Carolina
Well ID
Northing
Easting
Surface
Elevation
TOC
Elevation
Well
Depth
Screened
Interval
Date
Abandoned
(as applicable)
(feet)
(feet)
(feet)
(feet)
(ft-bgs)
(ft-bgs)
MWO1
734871.9
2307777.5
151.17
153.79
17.16
7.16 - 17.16
NA
MW02
734772.6
2307789.3
151.90
154.84
20.11
10.11 - 20.11
NA
MW03
734802.4
2307916
151.69
154.73
18.65
8.65 - 18.65
NA
MW03FY
734813.3
2307863.9
151.27
153.61
30
10 - 30
NA
MW03BR
734815.7
2307858.7
151.27
154.44
58.5
48.2 - 58.2
NA
MWO4
731118.1
2307618.7
151.75
151.37
20.52
5 15
2006
MW05
734406.6
2308220.1
152.86
152.84
23.16
8.16 - 23.16
NA
MW06
734721.9
2308384.4
152.74
152.57
22.78
7.78-22.78
NA
MW07
735031.7
2308310
153.14
155.96
23.61
8.61 - 23.61
NA
1\ f
735026.8
2308307.3
152.97
155.95
30
10 30
8/9/2012
MW08
735107.9
2308074.6
149.50
152.41
22.71
7.71 - 22.71
NA
MW08BR
735104.7
2308051.4
149.67
152.38
58
39.3 - 49.3
NA
MW09
735163.6
2307827.5
150.42
153.12
23.06
8.06 - 23.06
NA
MW10
734888.2
2307680
150.38
150.42
20.75
5.75 - 20.75
NA
M-W1-0FY
731873.3
2307670.6
150.82
150.71
33
8 33
5/9/2012
1\ Wr.r1 R
731880.6
2307671.5
150.75
150.67
33
32 35
5/9/2012
MW10BR
734882.5
2307694.4
150.00
150.58
58
46.3 - 56.3
NA
MW11
734690
2307566.2
149.78
149.80
20.9
5.9 -20.9
NA
MW12FY
734480.6
2308006.4
151.72
154.09
33
8 - 33
NA
MW13FY
734917.6
2308169.3
152.12
155.10
33
8 - 33
NA
MW14FY
734979.9
2307821.6
150.44
151.34
31
11 - 31
NA
MW 15FY
731713.0006
2308056.008
118.10
118.10
33
13 33
8/9/2012
MW-15R
734722.5
2308039.0
NS
NS
25
15-25
NA
MW 16FY
731917.8191
2307632.175
151.55
153.86
34
11 31
5/9/2012
MW-16R
734924.6
2307637.7
151.52
150.74
25
18-25
NA
MW-17FY
735310.0
2307851.2
149.92
152.56
27
7-27
NA
MW-18FY
735463.5
2307498.9
150.18
151.93
28
8-28
NA
MW-19FY
735519.4
2307534.3
149.56
151.60
28
8-28
NA
MW-20FY
735363.1
2307899.9
150.34
152.57
30
10-30
NA
MW-21FY
735291.8
2308055.4
150.32
152.75
32
7-32
NA
MW-22FY
735073.9
2308370.4
153.64
156.08
35
10-35
NA
MW-23FY
735431.4
2307759.8
151.03
153.92
29
9-29
NA
MW-24FY
735111.9
2307762.9
149.98
153.15
28
13-28
NA
MW-25FY
735014.2
2307524.7
151.55
154.03
32
12-32
NA
MW-26FY
734972.0
2308380.6
153.32
153.14
35
10-35
NA
MW-27FY
734862.3
2308323.7
152.62
152.40
30
10-30
NA
MW 28FY
731731.1
2308125.3
152.26
151.80
33
19 31
8/9/2012
MW-28R
734728.1
2308131.4
152.32
152.01
25
15-25
NA
MW 29FY
735059.5
2308253.0
153.29
156.33
33
19 31
8/9/2012
MW-29R
735051.8
2308251.5
153.36
152.75
25
15-25
NA
MW 30FY
735056.2
2308106.1
150.32
153.33
30
15 30
8/9/2012
MW-30R
735062.0
2308100.3
150.85
153.36
25
15-25
NA
MW-31FY
735026.1
2308016.6
150.44
153.06
31
15-30
NA
MW-32FY
735024.8
2307640.8
149.61
152.53
28
18-28
NA
MW-33FY
735221.0
2307741.1
150.28
153.65
28
22-32
NA
MW-34FY
735295.2
2307663.2
149.73
152.11
23
13-23
NA
MW-35FY
735391.4
2307829.7
150.38
152.65
30
15-30
NA
1 of 2

Table 8-1
Monitoring Well Construction Information
Kidde Technologies
Wilson, North Carolina
Well ID
Northing
Easting
Surface
Elevation
TOC
Elevation
Well
Depth
Screened
Interval
Date
Abandoned
(as applicable)
(feet)
(feet)
(feet)
(feet)
(ft-bgs)
(ft-bgs)
MW-36FY
735129.1
2308314.4
152.97
155.40
35
16-31
NA
MW-37FY
734722.9
2307982.4
152.29
151.83
34
19-34
NA
MW-38
734936.9
2307707.6
150.09
149.93
25
18-25
NA
MW-39
734820.4
2307638.4
150.35
150.12
22
15-22
NA
MW-40
734940.0
2307612.9
151.85
151.17
25
18-25
NA
MW-41
734698.8
2307819.9
NS
NS
25
18-25
NA
MW-42
734654.4
2307868.0
NS
NS
21
11-21
NA
MW-43
734602.5
2307901.3
NS
NS
24
14-24
NA
MW-44
734711.9
2307901.2
NS
NS
21
11-21
NA
MW-45
734679.5
2307951.8
NS
NS
27
17-27
NA
PZ-1A
734838.0
2308229.6
152.21
151.94
34
14-34
NA
PZ-1B
734835.3
2308228.1
152.21
151.95
20
10-20
NA
PZ-1C
734825.9
2308251.8
151.98
151.80
35
10-35
NA
PZ-1D
734828.3
2308253.9
152.09
151.72
20
10-20
NA
PZ-2A
735127.3
2308200.7
153.46
153.31
33
13-33
NA
PZ-2B
735126.0
2308203.1
153.43
153.17
20
10-20
NA
PZ-2C
735156.4
2308212.0
150.95
150.81
28
8-28
NA
PZ-2D
735155.2
2308214.2
150.94
150.61
20
10-20
NA
PZ-3A
735170.5
2307821.0
150.02
149.86
30
10-30
NA
PZ-3B
735168.4
2307819.8
150.02
149.88
20
10-20
NA
PZ-3C
735180.4
2307797.5
150.04
149.82
25
5-25
NA
PZ-3D
735182.5
2307798.9
150.02
149.72
20
10-20
NA
Notes:
Well position and elevation data based on January, March, and July 2006 surveys by Green Engineering, Wilson, North Carolina
(EnSafe, 2010b) except for wells MW-15R, MW-16R, MW-28R, MW-29R, MW-30R, MW-38, MW-39, MW-40, MW-41, MW-
42, MW-43, MW-44, MW-45 which were surveyed by URS Corporation
All elevations in feet above mean sea level.
TOC = top of (well) casing.
ft-bgs = feet below ground surface.
NM = not measured
NS = not surveyed
2 of 2

APPENDIX 8-A
MONITORING WELL BORING LOGS

URS MONITORING WELL CONSTRUCTION LOG
PROJECT NAME: UTC - Kidde Technologies Facility
PROJECT NO: 31827866
DATE BEGAN: 11/8/11
DATE FINISHED: 11/8/11
FIELD GEOLOGIST: Caleb Krouse
BORING NO: MW-15R
DRILLING SUBCONTRACTOR: Geologic Exploration, Inc.
DRILLER: Johnny Burr
BORING METHOD: Hand Auger /2.5" OD GeoProbe Rod
BORING EQUIP: Hand Auger (0-5 ft bgs for utility clearance)
Geoprobe 420 M
NORTHING: 734722.4896
EASTING: 2308038.967
APPROX. SURFACE ELEV: - 150' MSL
BORING TOTAL DEPTH: 25'
GW DEPTH/DATE: 0.82' TOC - 1/23/12
BORING METHOD
RECOVERY (FT.)
0
ESTIMATED
USCS
LITHOLOGIC
PROFILE
MONITORING
WELL
2-INCH I.D.
SCH-40 PVC PIPE
& 10-SLOT SCREEN
APPROXIMATE
WATER TABLE
DURING SAMPLING
APPROXIMATE
HISTORIC HI / LO
WATER TABLE
APPROX.
ELEV.
DEPTH
(FT. BGS)
Z _
0
w
INTERVAL
LITHOLOGIC DESCRIPTION
(FT.AMSL)
cc a
SAMPLED
Q _.
>
0
0 0
Concrete
/
Clayey Silt: Gravel at 1' bgs. Then grey with
\ \ \
-2
some sand
\ \ \
/
Hand
HA
2.1
\\ \
/
Auger
\
/
\\\
/
-4
\ \ \
/
5
ML
\\\
/
\\
;
-6
\\ \
/
1.1
\\ \
/
80%—
/
-8
\\ \
/
\\\
/
0.7
\_\\
/
-
TT. TTTT. T T
TT'
TTTT.
/
/
/
Silty Sand: Tan, loose, wet
TTT.
/
T
TT.TT.'
TTTT.
/
/
-10
-10
TTT.
T T T.
1- T.
/
/
-
SM
T .T. TT.
T.T.T.
/
/
0.3
TT.' TT. T.T.'
1- T.
/
TTTT.
/
T T T.
12
TTTT
TTT
83%
NA
TTT TTTT
—
TTT.T
' T.T.
14
0.3
Silty Sand: Grey, loose, wet
TTTT'
TTT
T T T.
TTTT'
TTT.
TTT.
TTT.
-15
HSA
SM
1- T. TT
TT
. .'
T.T.T. T
T.T.T.T
TTT.
TT.
T
T ' T.
-
-16
TTTT.
0.2
TT.
T
TT. T.
TTT.
TTT.
TTTT.
TTT.
83O
T T
-
-18
Clayey Silt: Dark grey, loose, wet
\\ \
-
9.3
\ \ \
_
— — -
— — -
\— \
_
-20
-20
— — -
— — -
10%
0.0
M L
\— \
-
_
-22
\\\
-
\ -
---
NR
NA
-24
---\
_
---
-—-\
_
-25
Boring Terminated at 25' bgs
-26
URri
WELL
MW-15R
UNITED TECHNOLOGIES CORPORATION
KIDDE TECHNOLOGIES, INC. FACILITY
DRAWN BY:
SKD
CHECKED BY:
CK
PROJECT NO:
31827866
4200 AIRPORT DRIVE NW
WILSON, NORTH CAROLINA

URS MONITORING WELL CONSTRUCTION LOG
PROJECT NAME: UTC - Kidde Technologies Facility
PROJECT NO: 31827866
DATE BEGAN: 12/7/11
DATE FINISHED: 12/7/11
FIELD GEOLOGIST: Caleb Krouse
BORING NO: MW-16R
DRILLING SUBCONTRACTOR: Geologic Exploration, Inc.
DRILLER: Vince Federle
BORING METHOD: Hand Auger / 4.25" ID Hollow Stem Auger
BORING EQUIP: Hand Auger (0-5 ft bgs for utility clearance)
Geoprobe 6620 DT
NORTHING: 734924.624
EASTING: 2307637.72
APPROX. SURFACE ELEV: 150' MSL
BORING TOTAL DEPTH: 25'
GW DEPTH/DATE: 4.97' TOC - 1/23/2012
BORING METHOD
RECOVERY (FT.)
0
ESTIMATED
USCS
LITHOLOGIC
PROFILE
MONITORING
WELL
2-INCH I.D. -
SCH-40 PVC PIPE
& 10-SLOT SCREEN
APPROXIMATE
WATER TABLE
DURING SAMPLING
APPROXIMATE
HISTORIC HI / LO
WATER TABLE
APPROX.
ELEV.
DEPTH
(FT. BGS)
Z _
0
w
INTERVAL
LITHOLOGIC DESCRIPTION
(FT.AMSL)
cc a
SAMPLED
Q _.
>
0
0
Silt: Greyish brown with sand
_\\- \
0.9
-
--2
--
Hand
Auger
HA
M L
-
=---
150 —
--4
0.6
=—
— -6
0.3
Clayey Silt: Light grey and orange with sand,
dry
---
---
---
NM
ML
\\\
\ —
— -8
— —
145--
0.4
---
— 10
\\\
n
n
Clayey Silt: Light brown and grey, moist
\ \ \
A
—
\ \ \
n
0.7
\ \ \
A
\\
A
--12
NM
ML
\\ \
\\\
n
n
n
1.5
-
\\\
\\ \
A
n
140 --
-14
\\ \
HSA
Silty Clay: Grades into moist grey. At 18' bgs
--
-16
wet, grey, clayey fine sand
5.2
NM
--
-18
CL
Soil- VOA list by
135 —_
47.6
8260B, Iron by
6010C, TOC by
9060A
— -20
26.2
Sand: Light grey, fine, saturated
--
-22
H
M
NM
Soil- VOA list by
•
. .• .
130 --
-24
16 1
8260B, Iron by
6010C, TOC by
Clayey Silt: Dark grey, medium stiff
- \ \
\- \
9060A
ML
_\__\
-
--
Boring terminated at 25' bgs
— -26
URfi
WELL
MW-16R
UNITED TECHNOLOGIES CORPORATION
KIDDE TECHNOLOGIES, INC. FACILITY
DRAWN BY:
SKD
CHECKED BY:
CK
PROJECT NO:
31827866
4200 AIRPORT DRIVE NW
WILSON, NORTH CAROLINA

URS MONITORING WELL CONSTRUCTION LOG
PROJECT NAME: UTC - Kidde Technologies Facility
PROJECT NO: 31827866
DATE BEGAN: 12/9/11
DATE FINISHED: 12/9/11
FIELD GEOLOGIST: Caleb Krouse
BORING NO: MW-28R
DRILLING SUBCONTRACTOR: Geologic Exploration, Inc.
DRILLER: Vince Federle
BORING METHOD: Hand Auger / 4.25" ID Hollow Stem Auger
BORING EQUIP: Hand Auger (0-5 ft bgs for utility clearance)
Geoprobe 6620 DT
NORTHING: 734728.0976
EASTING: 2308131.434
APPROX. SURFACE ELEV: 152.01' MSL
BORING TOTAL DEPTH: 25'
GW DEPTH/DATE: 5.65' TOC - 1/23/12
APPROX.
DEPTH
BORING METHOD
RECOVERY (FT.)
0
Z
ESTIMATED
USCS
LITHOLOGIC
PROFILE
MONITORING
WELL
2-INCH I.D. -
SCH-40 PVC PIPE
& 10-SLOT SCREEN
APPROXIMATE
WATER TABLE
DURING SAMPLING
APPROXIMATE
HISTORIC HI / LO
WATER TABLE
ELEV.
(FT. BGS)
0 _
w
INTERVAL
LITHOLOGIC DESCRIPTION
(FT.AMSL)
cc a
Q _.
>
0
SAMPLED
0 0
o.0
Silty Sand: Reddish brown
SM
TT.T.T.
T
TTTT
T.T.
T
TT.T.
T. T T T
T T T T
i
2
Hand
HA
Silty Clay: Light grey, moist
-
-4
Auger
o.o
CL
A
-5
Silty Clay: Greyish brown, moist
-
-6
0.1
CL
95%
Silty Clay: Light grey, stiff
-
-8
0.5
CL
-10
-10
0.6
-12
100%
NA
Silty Clay: Light brown and orange, soft
-
-14
HSA
44.1
CL
-15
-16
143
Silty Clay: Light brown and light grey, soft
CL
/
—
100%
Silty Clay: Reddish brown, soft
7:
-18
54
CL
-20
-20
100%
19.7
Silty Clay: Light grey and light brown
CL
-24
0.6
Silty Clay: Dark grey, soft
CL
-25
Boring terminated at 25' bgs
-26
URri
WELL
MW-28R
UNITED TECHNOLOGIES CORPORATION
KIDDE TECHNOLOGIES, INC. FACILITY
4200 AIRPORT DRIVE NW
WILSON, NORTH CAROLINA
DRAWN BY:
SKD
CHECKED BY:
CK
PROJECT NO:
31827866

URS MONITORING WELL CONSTRUCTION LOG
PROJECT NAME: UTC - Kidde Technologies Facility
PROJECT NO: 31827866
DATE BEGAN: 12/9/11
DATE FINISHED: 12/9/11
FIELD GEOLOGIST: Caleb Krouse
BORING NO: MW-29R
DRILLING SUBCONTRACTOR: Geologic Exploration, Inc.
DRILLER: Vince Federle
BORING METHOD: Hand Auger / 4.25" ID Hollow Stem Auger
BORING EQUIP: Hand Auger (0-5 ft bgs for utility clearance)
Geoprobe 6620 DT
NORTHING: 735051.7692
EASTING: 2308251.544
APPROX. SURFACE ELEV: 152.75' MSL
BORING TOTAL DEPTH: 25'
GW DEPTH/DATE: 6.65' TOC - 1/23/12
BORING METHOD
RECOVERY (FT.)
0
ESTIMATED
USCS
LITHOLOGIC
PROFILE
MONITORING
WELL
2-INCH I.D. -
SCH-40 PVC PIPE
& 10-SLOT SCREEN
APPROXIMATE
WATER TABLE
DURING SAMPLING
APPROXIMATE
HISTORIC HI / LO
WATER TABLE
APPROX.
ELEV.
DEPTH
(FT. BGS)
Z _
0
w
INTERVAL
LITHOLOGIC DESCRIPTION
(FT.AMSL)
cc a
SAMPLED
Q _.
>
0
0 0
-
-2
Hand
HA
0.2
Silty Sand: Brownish grey with some clay
T.T.
TTTT'
TT T
TTTT
T' .m.
T
TT T
TT T
TTmT
T T .T.
T.' m.'
Tm. T
-4
Auger
0.0
m.'
T' .m.'
T
T T. T .T.
TT.T.
T T .T.
TT.T.
T' .m.
T.
TT.T.
TT.T.
TT.T.
T T .T.
TTT Tm
5
-6
0.0
Silty Sand: Greyish brown
SM
TTTT.
TTTT.
T T. T.T.'
T T T.
T T. T.T.
T.' .T.
T TT. T.
TTT.
\/
TT T T
100%
Silty Clay: Greyish brown,
-8
_
o.o
stiff
CL
-10
-10
0.3
Silty Clay: Light brown and grey, moist
CL
.. .
.:
/
ii
ii
€€
12
100%
Sandy Silt: Light fine
- -ii
ii
-14
o.o
NA
grey with some clay
ML
-_-
---
-15
-16
0.o
Sandy Silt: Light brown, wet
ML
-_-
HSA
100%
Sandy Silt: Light brown
-
-18
0.5
and grey
M L
---
:::
-20
-20
100%
0.2
Sandy Silt: Light brown and light grey
ML
— —
-.--
---
0.7
- .-
-.
-24
Sandy Silt: Dark grey with some clay
ML
- _ -
-25
-
-26
30%
0 0
Sandy Silt: Dark grey, loose and very wet.
Dark grey clay at bottom 3"
ML
__
-
- —
-28
NM
-—
-30
-30
Boring terminated at 30' bgs I
—
-32
URri
WELL
MW-29R
UNITED TECHNOLOGIES CORPORATION
KIDDE TECHNOLOGIES, INC. FACILITY
4200 AIRPORT DRIVE NW
WILSON, NORTH CAROLINA
DRAWN BY:
SKD
CHECKED BY:
CK
PROJECT NO:
31827866

URS MONITORING WELL CONSTRUCTION LOG
PROJECT NAME: UTC - Kidde Technologies Facility
PROJECT NO: 31827866
DATE BEGAN: 12/8/12
DATE FINISHED: 12/8/12
FIELD GEOLOGIST: Caleb Krouse
BORING NO: MW-30R
DRILLING SUBCONTRACTOR: Geologic Exploration, Inc.
DRILLER: Vince Federle
BORING METHOD: Hand Auger / 4.25" ID Hollow Stem Auger
BORING EQUIP: Hand Auger (0-5 ft bgs for utility clearance)
Geoprobe 6620 DT
NORTHING: 735061.9735
EASTING: 2308100.341
APPROX. SURFACE ELEV: -150' MSL
BORING TOTAL DEPTH: 25'
GW DEPTH/DATE: 4.90' TOC - 1/23/12
BORING METHOD
RECOVERY (FT.)
0
ESTIMATED
USCS
LITHOLOGIC
PROFILE
MONITORING
WELL
2-INCH I.D. -
SCH-40 PVC PIPE
& 10-SLOT SCREEN
APPROXIMATE
WATER TABLE
DURING SAMPLING
APPROXIMATE
HISTORIC HI / LO
WATER TABLE
APPROX.
ELEV.
DEPTH
(FT. BGS)
Z _
0
w
INTERVAL
LITHOLOGIC DESCRIPTION
(FT.AMSL)
cc a
SAMPLED
Q _.
>
0
5
4
iiiiiiiiii
0
0
r
Clay: Reddish brown and grey, stiff
\
5.1
-
-2
Hand
Auger
100%
3.8
-
-4
5
CL
-6
2.7
100%
-
-8
0.5
-10
-10
Clayey Silt: Light grey with sand lenses, wet
\ \ \
—
\\\
0.5
\ \ \
-12
\\\
30%
NA
M L
\ \ \
\\
\\\
0.5
\ \ \
-14
\\
-15
HSA
Clayey Silt: Light grey and light brown,
_ _
-16
0.4
grading to sandy silt and silty fine sand
—
-
--\
60%
\\\
-18
\\——-
\ \ \
—
0.4
———\
ML
\\\
\ -
-20
-20
—
—
\\\
0.4
- -
-22
\\\
60%
———
- -
-24
0.6
Clay: Dark grey, medium soft with some
sand
CL
\ \ \
-25
(Boring terminated at 25' bgs
-26
UNITED TECHNOLOGIES CORPORATION
DRAWN BY:
SKD
CHECKED BY:
CK
PROJECT NO:
31827866
MIS
WELL
MW-30R
KIDDE TECHNOLOGIES, INC. FACILITY
4200 AIRPORT DRIVE NW
WILSON, NORTH CAROLINA

URS MONITORING WELL CONSTRUCTION LOG
PROJECT NAME: UTC - Kidde Technologies Facility
PROJECT NO: 38436693
DATE BEGAN: 12/8/11
DATE FINISHED: 12/8/11
FIELD GEOLOGIST: Caleb Krouse
BORING NO: MW-38
DRILLING SUBCONTRACTOR: Geologic Exploration, Inc.
DRILLER: Vince Federle
BORING METHOD: Hand Auger / 4.25" ID Hollow Stem Auger
BORING EQUIP: Hand Auger (0-5 ft bgs for utility clearance)
Geoprobe 6620 DT
NORTHING: 734936.8717
EASTING: 2307707.597
APPROX. SURFACE ELEV: -150' MSL
BORING TOTAL DEPTH: 25'
GW DEPTH/DATE: 3.62' TOC - 1/23/12
BORING METHOD
RECOVERY (FT.)
0
ESTIMATED
USCS
LITHOLOGIC
PROFILE
MONITORING
WELL
2-INCH I.D. -
SCH-40 PVC PIPE
& 10-SLOT SCREEN
APPROXIMATE
WATER TABLE
DURING SAMPLING
APPROXIMATE
HISTORIC HI / LO
WATER TABLE
APPROX.
ELEV.
DEPTH
(FT. BGS)
Z _
0
w
INTERVAL
LITHOLOGIC DESCRIPTION
(FT.AMSL)
cc a
SAMPLED
Q _.
>
0
0 0
_
Silty Clay: Light grey and light brown with
some coarse sand at 6-9 ' bgs
�t
0.0
-
-2
Hand
HA
Auger
0.0
-
-4
-5
CL
.:.:.
-6
0.0
Full
-
-8
0.1
-10
-10
Silty Clay: Light grey and light brown
0.5
-
-12
46"
Soil- VOA list by
0.7
8260B, Iron by
CL
-14
6010C, TOC by
9060A
-15
HSA
-
-16
0.5
Full
Sandy Silt: Light grey, medium soft
-18
ML
-. --
—
Soil- VOA list by
2 5
8260B, Iron by
6010C, TOC by
-
—
_
9060A
Silty Clay: Darker grey
CL
/—
-20
-20
No Recovery
-22
NR
NA
NA
-24
-25
Boring terminated at 25' bgs
-26
URri
WELL
MW-38
UNITED TECHNOLOGIES CORPORATION
KIDDE TECHNOLOGIES, INC. FACILITY
DRAWN BY:
SKD
CHECKED BY:
CK
PROJECT NO:
38436693
4200 AIRPORT DRIVE NW
WILSON, NORTH CAROLINA

URS MONITORING WELL CONSTRUCTION LOG
PROJECT NAME: UTC - Kidde Technologies Facility
PROJECT NO: 31827866
DATE BEGAN: 12/8/11
DATE FINISHED: 12/8/11
FIELD GEOLOGIST: Caleb Krouse
BORING NO: MW-39
DRILLING SUBCONTRACTOR: Geologic Exploration, Inc.
DRILLER: Vince Federle
BORING METHOD: Hand Auger / 4.25" ID Hollow Stem Auger
BORING EQUIP: Hand Auger (0-5 ft bgs for utility clearance)
Geoprobe 6620 DT
NORTHING: 734820.4207
EASTING: 2307638.392
APPROX. SURFACE ELEV: - 150' MSL
BORING TOTAL DEPTH: 22'
GW DEPTH/DATE: 3.92' TOC
BORING METHOD
RECOVERY (FT.)
0
ESTIMATED
USCS
LITHOLOGIC
PROFILE
MONITORING
WELL
2-INCH I.D. -
SCH-40 PVC PIPE
& 10-SLOT SCREEN
APPROXIMATE
WATER TABLE
DURING SAMPLING
APPROXIMATE
HISTORIC HI / LO
WATER TABLE
APPROX.
ELEV.
DEPTH
(FT. BGS)
Z _
0
w
INTERVAL
LITHOLOGIC DESCRIPTION
(FT.AMSL)
cc a
SAMPLED
Q _.
>
0
0 0
-5
—
-2
-4
Hand
Auger
HA
0.3
Silty Clay: Greyish brown with some sand
particles
CL
—
_
r'
1.3
\/
HSA
70%
1.5
Silty Clay: Pinkish brown
CL
2.4
Silty Clay: Light grey
CL
10
-15
-10
80%
6.6
Silty Clay: Light grey and light brown, moist
CL
15.4
Soil- VOA list by
8260B, Iron by
6010C, TOC by
9060A
75%
1.0
3.1
Sand: Layer of coarse sand
SM
• •• •
0.1
Soil- VOA list by
8260B, Iron by
6010C, TOC by
9060A
Silty Clay: Dark grey, soft
Boring terminated at 22' bgs /
CL
/:
-20
-20
URri
WELL
MW-39
UNITED TECHNOLOGIES CORPORATION
KIDDE TECHNOLOGIES, INC. FACILITY
4200 AIRPORT DRIVE NW
WILSON, NORTH CAROLINA
DRAWN BY:
SKD
CHECKED BY:
CK
PROJECT NO:
31827866

URS MONITORING WELL CONSTRUCTION LOG
PROJECT NAME: UTC - Kidde Technologies Facility
PROJECT NO: 38436693
DATE BEGAN: 12/7/12
DATE FINISHED: 12/7/12
FIELD GEOLOGIST: Caleb Krouse
BORING NO: MW-40
DRILLING SUBCONTRACTOR: Geologic Exploration, Inc.
DRILLER: Vince Federle
BORING METHOD: Hand Auger / 4.25" ID Hollow Stem Auger
BORING EQUIP: Hand Auger (0-5 ft bgs for utility clearance)
Geoprobe 6620 DT
NORTHING: 734939.9665
EASTING: 2307612.926
APPROX. SURFACE ELEV: N/A
BORING TOTAL DEPTH: 25'
GW DEPTH/DATE: 6.60' TOC - 1/23/12
BORING METHOD
RECOVERY (FT.)
0
ESTIMATED
USCS
LITHOLOGIC
PROFILE
MONITORING
WELL
2-INCH I.D. -
SCH-40 PVC PIPE
& 10-SLOT SCREEN
APPROXIMATE
WATER TABLE
DURING SAMPLING
APPROXIMATE
HISTORIC HI / LO
WATER TABLE
APPROX.
ELEV.
DEPTH
(FT. BGS)
Z _
0
w
INTERVAL
LITHOLOGIC DESCRIPTION
(FT.AMSL)
cc a
SAMPLED
Q _.
>
0
0 0
-5
_
Hand
Auger
HA
o.o
Silty Clay: Reddish brown and light grey
CL
.:.:.
1�
_
0.0
HSA
100%
0.0
\/
0.0
-10
-15
-10
-12
-14
-16
75%
0.2
Silty Clay: Reddish brown and light grey, stiff
CL
0.2
Soil- VOA list by
8260B, Iron by
6010C, TOC by
9060A
60%
1.1
Sandy Silt: Light grey with some very fine
sand
ML
4 8
Soil- VOA list by
8260B, Iron by
6010C, TOC by 9060A
-20
-25
-20
_
30%
1.6
Sandy Silt: Light brown, loose, wet, with
some silty sand
ML
- - -
—
---
— ..
1.4
Clay: Dark grey, medium soft
Boring terminated at 25' bgs /
CL
N
URri
WELL
MW-40
UNITED TECHNOLOGIES CORPORATION
KIDDE TECHNOLOGIES, INC. FACILITY
4200 AIRPORT DRIVE NW
WILSON, NORTH CAROLINA
DRAWN BY:
SKD
CHECKED BY:
CK
PROJECT NO:
38436693

URS MONITORING WELL CONSTRUCTION LOG
PROJECT NAME: UTC - Kidde Technologies Facility
PROJECT NO: 31827866
DATE BEGAN: 11/8/11
DATE FINISHED: 11/8/11
FIELD GEOLOGIST: Caleb Krouse
BORING NO: MW-41
DRILLING SUBCONTRACTOR: Geologic Exploration, Inc.
DRILLER: Johnny Burr
BORING METHOD: Hand Auger /2.5" OD GeoProbe Rod
BORING EQUIP: Hand Auger (0-5 ft bgs for utility clearance)
Geoprobe 420 M
NORTHING: 734698.7872
EASTING: 2307819.89
APPROX. SURFACE ELEV: - 150' MSL
BORING TOTAL DEPTH: 24'
GW DEPTH/DATE: 4.02' TOC - 1/23/12
BORING METHOD
RECOVERY (FT.)
0
ESTIMATED
USCS
LITHOLOGIC
PROFILE
MONITORING
WELL
3/4-INCH O.D.
SCH-40 PVC PIPE
& PRE -PACK SCREEN
APPROXIMATE
WATER TABLE
DURING SAMPLING
APPROXIMATE
HISTORIC HI / LO
WATER TABLE
APPROX.
ELEV.
DEPTH
(FT. BGS)
Z _
0
w
INTERVAL
LITHOLOGIC DESCRIPTION
(FT.AMSL)
cc a
SAMPLED
Q _.
>
0
0 0
Floor of building
/
Silty Clay: Reddish brown and tan with some
-2
Hand
sand, soft. Small patches of black, dark
grey, and olive green
,
,
/
Auger
HA
HA
/
-4
CL
/
,
/
�/
/
/
/
-5
,
/
/
6
6
/
/
100%
1.2
Clayey Silt: Greywith some sand, stiff.
y y
\
-\--_\
,
-
Coarse sand with clay at 7-8' bgs
ML
\\_
,
-8
---_\
\�
,
,
/
too°i°
2.2
Sandy Silt: Grey and loose with fine sand
ML
= - _
---
-
--
_
,
,
/
,
/
-10
-10
T. T .T. T
/
Silty Sand: Grey and tan, wet
T T. T. T '
T.
1- -r T
1- T.
/
,
/
12
NA
T T T.
TT TT
c
/
TTT.
1- -r
1- -r
1- -r
_
1--r-r
TTT.
1- TT.
1-
TT.
1- -r
1- -r
1
14
T. T .T. T .
T.T.T.
T.T.T.
97%
2.5
TT TT'
15
T.T.T.
T T T
T. T .T.
T.T.T.
T.T.T.
1
16
M L
T T. T T.'
TT. TT.
TTT.
1- -r
1- -r
1- -r
_
1- -r
1-T -r
1- -r
1- -r
DPT
1— -r
18
1- T.
T.T TT.
TTTT.
T.T.T.
T.T.T.
T. T .T.
T T T
T.T.T.
T.T.T.
100%
1.5
1- -r
TT TT
TTTT.
-20
-20
T. T .T.
T.T.T.
T..T.
TTTT.
No Recovery
-22
NR
0.0
NR
-24
IBoring terminated at 24' bgs
-25
-26
URri
WELL
MW-41
UNITED TECHNOLOGIES CORPORATION
KIDDE TECHNOLOGIES, INC. FACILITY
DRAWN BY:
SKD
CHECKED BY:
CK
PROJECT NO:
31827866
4200 AIRPORT DRIVE NW
WILSON, NORTH CAROLINA

URS MONITORING WELL CONSTRUCTION LOG
PROJECT NAME: UTC - Kidde Technologies Facility
PROJECT NO: 31827866
DATE BEGAN: 11/8/11
DATE FINISHED: 11/8/11
FIELD GEOLOGIST: Caleb Krouse
BORING NO: MW-42
DRILLING SUBCONTRACTOR: Geologic Exploration, Inc.
DRILLER: Johnny Burr
BORING METHOD: Hand Auger /2.5" OD GeoProbe Rod
BORING EQUIP: Hand Auger (0-5 ft bgs for utility clearance)
Geoprobe 420 M
NORTHING: 734654.4236
EASTING: 2307867.996
APPROX. SURFACE ELEV: - 150' MSL
BORING TOTAL DEPTH: 21'
GW DEPTH/DATE: 3.85' TOC
BORING METHOD
RECOVERY (FT.)
0
ESTIMATED
USCS
LITHOLOGIC
PROFILE
MONITORING
WELL
3/4-INCH O.D.
SCH-40 PVC PIPE
& PRE -PACK SCREEN
APPROXIMATE
WATER TABLE
DURING SAMPLING
APPROXIMATE
HISTORIC HI / LO
WATER TABLE
APPROX.
ELEV.
DEPTH
(FT. BGS)
Z _
0
w
INTERVAL
LITHOLOGIC DESCRIPTION
(FT.AMSL)
cc a
SAMPLED
Q _.
>
0
0 0
6.0
Silty Clay: Tan and reddish brown
/
i
G
P
,
,
-
-2
Hand
Auger
HA
,
,
-
0.2
CL
,
I
\/
4
-5
/
,
,
,
,
/
NR
NR
Clayey Silt: Grey and stiff with some sand;
\ \ _\
,
-
100%
0.8
Coarse sand with clay at 7-8 feet bgs
ML
\ \ _\
___\
\\_\
,
,
;
-8
Sandy Silt: Grey and loose with fine sand
._ -
L
ML
---
- -
-10
-10
66%
9.2
NA
- - -11
' T T
Silty Sand: Grey and tan, wet
T
T.T. T.T.'
T. T.
,-
TTT.
-1 2
T T. T .T.
TT.T.
TT.T.
TT.T.
TT.T.
TT.T.
TT.T.
TT.T.
TT.T.
T.T. T
83%
18.1
TTTT
TT.T.
TT.T.
-
-14
TT.T.
T.
TT.T.
SM
TT. T .T.'
TT.T.
TT.T.
TT.T.
-15
T' .T.
T
TT.T.
TT.T.
TT.T.
TT.T.
,- T .T.
T T
-
-16T.
.T.'
TT.T.
.T. T ,- .T.
TT
83%
11.3
TTTT
TT.T.
T TT— T'
TT TT.
TT TT.
TT TT.
DPT
TT.T
TTTT.
TTT T.
-
-18
Clayey Silt: Grey and tan, wet
---_\
---_\
NR
NA
ML
---
-_\
-20
-20
NR: No Recovery
-22
NR
URri
WELL
MW-42
UNITED TECHNOLOGIES CORPORATION
KIDDE TECHNOLOGIES, INC. FACILITY
DRAWN BY:
SKD
CHECKED BY:
CK
PROJECT NO:
31827866
4200 AIRPORT DRIVE NW
WILSON, NORTH CAROLINA

URS MONITORING WELL CONSTRUCTION LOG
PROJECT NAME: UTC - Kidde Technologies Facility
PROJECT NO: 31827866
DATE BEGAN: 11/9/11
DATE FINISHED: 11/9/11
FIELD GEOLOGIST: Caleb Krouse
BORING NO: MW-43
DRILLING SUBCONTRACTOR: Geologic Exploration, Inc.
DRILLER: Johnny Burr
BORING METHOD: Hand Auger /2.5" OD GeoProbe Rod
BORING EQUIP: Hand Auger (0-5 ft bgs for utility clearance)
Geoprobe 420 M
NORTHING: 734602.5128
EASTING: 2307901.254
APPROX. SURFACE ELEV: - 150' MSL
BORING TOTAL DEPTH: 24'
GW DEPTH/DATE: 3.82' TOC - 1/23/12
BORING METHOD
RECOVERY (FT.)
0
ESTIMATED
USCS
LITHOLOGIC
PROFILE
MONITORING
WELL
3/4-INCH O.D.
SCH-40 PVC PIPE
& PRE -PACK SCREEN
APPROXIMATE
WATER TABLE
DURING SAMPLING
APPROXIMATE
HISTORIC HI / LO
WATER TABLE
APPROX.
ELEV.
DEPTH
(FT. BGS)
Z _
0
w
INTERVAL
LITHOLOGIC DESCRIPTION
(FT.AMSL)
cc a
SAMPLED
>
O
0 0
-5
-
-2
—
4
-6
—
8
—
Hand
Auger
HA
HA
NA
Silty Clay: Tan and reddish brown
CL
t:
�
4It
,
-
\
DPT
100%
51.6
94%
17.8
Silty Clay: Dark brown/purple, stiff
CL
Clayey Silt: Dark brown and grey
ML
———
---
---
---
69%
11.7Grey
-10
-15
-10
SiltySand: and stiff; increasing tan
J
coloring with depth; has patches of high clay
content
SM
.' T' .' T'
.
T.TT.T
T T
TTTT.
TTTT.T.'
TT
TT
.' T.T.
TTT.TT
.' T.
TTTT.
T.T.T. T TT.T.T.'
T .T.
T. T.
.T.
.T.
TT TT..
TTTT.
T. T .T. .
TTTT.
T .T. .
TTT.
TTT.TTT T.'
T.T.T. T•
TTTT.
TTTT.
TTTT'
T T T T .
TTTT
T .
TTT.
TTTT
TTTT.
TT.T.T.'
TT.T.T. .T.T
T
T .T.
TTT..
T .T. .
T T. T .T.
TT. T
TT
TT.
T .T. .
TTT.
TTTT .
83%
2.7
50%
6.1
Silty Sand: Grey and very soft; has patches
of high clay content
SM
94%
7.5
Clayey Silt: Tan and grey, soft with some
sand
ML
\
—
—
-20
-25
-20
22%
1.4
Clayey Silt: Tan and grey, soft and very wet
with some sand
IBoring Terminated at 24' bgs
ML
\\
\\
\\\
\\\
\\\
URri
WELL
MW-43
UNITED TECHNOLOGIES CORPORATION
KIDDE TECHNOLOGIES, INC. FACILITY
4200 AIRPORT DRIVE NW
WILSON, NORTH CAROLINA
DRAWN BY:
SKD
CHECKED BY:
CK
PROJECT NO:
31827866

URS MONITORING WELL CONSTRUCTION LOG
PROJECT NAME: UTC - Kidde Technologies Facility
PROJECT NO: 31827866
DATE BEGAN: 11/9/11
DATE FINISHED: 11/9/11
FIELD GEOLOGIST: Caleb Krouse
BORING NO: MW-44
DRILLING SUBCONTRACTOR: Geologic Exploration, Inc.
DRILLER: Johnny Burr
BORING METHOD: Hand Auger /2.5" OD GeoProbe Rod
BORING EQUIP: Hand Auger (0-5 ft bgs for utility clearance)
Geoprobe 420 M
NORTHING: 734711.8847
EASTING: 2307901.171
APPROX. SURFACE ELEV: - 150' MSL
BORING TOTAL DEPTH: 21'
GW DEPTH/DATE: 3.66' TOC - 1/23/12
BORING METHOD
RECOVERY (FT.)
0
ESTIMATED
USCS
LITHOLOGIC
PROFILE
MONITORING
WELL
3/4-INCH O.D.
SCH-40 PVC PIPE
& PRE -PACK SCREEN
APPROXIMATE
WATER TABLE
DURING SAMPLING
APPROXIMATE
HISTORIC HI / LO
WATER TABLE
APPROX.
ELEV.
DEPTH
(FT. BGS)
Z _
0
w
INTERVAL
LITHOLOGIC DESCRIPTION
(FT.AMSL)
cc a
SAMPLED
Q _.
>
0
0 0
-5
-
-2
—
4
-6
Hand
Auger
HA
HA
NA
Silty Clay: Tan and reddish brown
CL
=
_
-
=
=
,
;
,
,
,
'
;
,
,
,
,
,
,
,
,
,
,
,
,
'
,
,
,
,
,
,
50%
NM
DPT
78%
7.1
Silty Clay: Grey, very stiff, some sand
CL
: .:
78%
3.0
-10
-1 5
-10
Sandy Silt: Grey, stiff
ML
- - -
——
61 %
4.4
Sandy Silt: Grey with increasing tan coloring,
very stiff
ML
- - -
—..
Silty Sand: Tan and grey medium soft
SMTT.T.'
T. T
T T
TTTT.T. T
. T T
TT.T.
TT.T. T.
TT.T. T.
TT.T. T.
T.T.T.
T T. T .T.
TTTT.
T.T T T.
TTTT.
T.T T T.
T.T T T.
TTTT
\\
94%
22.1
Clayey Silt: Tan and grey with some sand,
soft
M L
Silty Clay: Tan and grey, soft and very wet
with some sand
Boring Terminated at 21' bgs
CL
50%
1.7
-20
-20
—
-22
URri
WELL
MW-44
UNITED TECHNOLOGIES CORPORATION
KIDDE TECHNOLOGIES, INC. FACILITY
4200 AIRPORT DRIVE NW
WILSON, NORTH CAROLINA
DRAWN BY:
SKD
CHECKED BY:
CK
PROJECT NO:
31827866

URS MONITORING WELL CONSTRUCTION LOG
PROJECT NAME: UTC - Kidde Technologies Facility
PROJECT NO: 31827866
DATE BEGAN: 11/9/11
DATE FINISHED: 11/9/11
FIELD GEOLOGIST: Caleb Krouse
BORING NO: MW-45
DRILLING SUBCONTRACTOR: Geologic Exploration, Inc.
DRILLER: Johnny Burr
BORING METHOD: Hand Auger /2.5" OD GeoProbe Rod
BORING EQUIP: Hand Auger (0-5 ft bgs for utility clearance)
Geoprobe 420 M
NORTHING: 734679.4991
EASTING: 2307951.783
APPROX. SURFACE ELEV: - 150' MSL
BORING TOTAL DEPTH: 27'
GW DEPTH/DATE: 3.82' TOC - 1/23/12
BORING METHOD
RECOVERY (FT.)
0
ESTIMATED
USCS
LITHOLOGIC
PROFILE
MONITORING
WELL
3/4-INCH O.D.
SCH-40 PVC PIPE
& PRE -PACK SCREEN
APPROXIMATE
WATER TABLE
DURING SAMPLING
APPROXIMATE
HISTORIC HI / LO
WATER TABLE
APPROX.
ELEV.
DEPTH
(FT. BGS)
Z _
0
w
INTERVAL
LITHOLOGIC DESCRIPTION
(FT.AMSL)
cc a
SAMPLED
Q _.
>
0
0 0
Concrete
NA
Silty Clay: Tan and reddish brown
I
—
-2
Hand
Auger
HA
HA
1pfrr
ff
-4
CL
;
-5
-6
1005
0.2
-10
-10
83%
2.2
Silty Clay: Grey with some sand, stiff
CL
-12
89%
4.7
Silty Clay: Grey with some sand and silt, stiff
CL
—
-14
NA
Silty Sand: Grey and stiff
SM
I.
T. T T T
TTTT'
T T .T. T
TTTT
T.
TT.T. T
TT.T. -E.
TTTT
T .T. T .T.'
,
/
-1 5
-
-16
—
DPT
67%
6.4
increasing
SiltySand: Greywith tan coloring
with depth, stiff
SM
TTTT
TTTT
T T
T.T. T.T.'
TTTT
TTTT.
T.' .T.'
T.T.T.
T T
TT.T.
TT.T. -E.TTTT
TTTT
-18
—
94%
6.2
Silty Clay: Tan and Tight grey
CL
-20
-20
Sandy Silt: Dark grey with fine and some
coarse sand
_
-22
78%
1.0
ML
---
—...
-25
-24
78%
3.6
Sandy Silt: Dark grey with fine sand, wet and
very soft
ML
-
- -
- - -
— —
Boring Terminated at 27' bgs
-28
URfi
WELL
MW-45
UNITED TECHNOLOGIES CORPORATION
KIDDE TECHNOLOGIES, INC. FACILITY
4200 AIRPORT DRIVE NW
WILSON, NORTH CAROLINA
DRAWN BY:
SKD
CHECKED BY:
CK
PROJECT NO:
31827866

Soil Boring: MW-16FY
Project: Kidde Technologies, Inc.
Page 1 of 1
ENSAFE
5724 Summer Trees Drive
Memphis TN 38134
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist: Kate Freeman
Completion Date: 2/16/2008 Northing: 734916.5791
Drilling Method: Direct Push Technology Easting: 2307631.6193
Drilling Contractor: Probe Technologies TOC Elevation (ft): 153.861
Well Diameter: 2-inch Surface Elevation (ft): 151.549
Well Screen (ft): 14 - 34 Total Depth (ft): 34
DEPTH BGS
ELEVATION
SYMBOLS
u,
o
u)
Lithologic Description
Unified Soil Classification System
Well
Construction
CL
Silty clay; dark yellowish brown; mottled; dry; friable
Stickup Cover
Concrete Pad
Bentonite-cement
grout
5—
--5
CL
Silty clay; dark yellowish brown; mottled; moist; friable
-
-
\ CL /
\Old soil horizon(?) /
_
_
/
CL
Silty clay; strong brown; very stiff; moist
_
—
PVC sch 40
�� Bentonite-Pellets
-10 —
— -10
-
-
CL
Clay fat); heavy
-
-
with some silt (very near gray; very stiff;
iron staining; top decreasing to none; at 13.7 bgs
micaceous
-
SM \
� Sandy silt; pale brown; moist; micaceous
-15---15
SM
Sandy silt; pale brown; moist; micaceous; increasing sand
-20 —
— -20
ML
Clay and silty fine grained sand; pale brown; moist
-
-
SM
Silty fine grained sand; pale brown; wet
Sand Pack
Screen 10-slot
-25---25
SC
Fine to medium grained sand with some clay; very dark
greenish gray; saturated
-
-
CL
Silty clay; very dark greenish gray; very soft; saturated
-30 —
-
-
— -30
-
-
Shale
No recovery; weathered Shale in bottom; water slush ran
out of sampler
-35 —
— -35
-40---40
NOTES:

Soil Boring: MW-17FY
Project: Kidde Technologies, Inc.
Page 1 of 1
ENSAFE
5724 Summer Trees Drive
Memphis TN 38134
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist: Kate Freeman
Completion Date: 2/16/2008 Northing: 735308.1288
Drilling Method: Direct Push Technology Easting: 2307851.7419
Drilling Contractor: Probe Technologies TOC Elevation (ft): 152.561
Well Diameter: 2-inch Surface Elevation (ft): 149.917
Well Screen (ft): 7 - 27 Total Depth (ft): 27
DEPTH BGS
ELEVATION
SYMBOLS
u,
o
u)
Lithologic Description
Unified Soil Classification System
Well
Construction
—
—o
\>/
Pt
Topsoil; rich; organics
Stickup Cover
ML
Silty clay with some sand; dark yellowish brown with
some strong brown mottling (iron staining); very stiff
becoming softer with increasing depth; moist
Concrete Pad
Bentonite-cement
grout
-
PVC sch 40
Bentonite-Pellets
-5 —
— -5
ML
Silty clay with some sand; decreasing clay; dark yellowish
brown; decreasing iron staining; stiff; moist
-
-
/strong
j
CL
Silty clay with some sand; yellowish brown with gray and
brown mottling
MH
Silty; gray and slightly brown; mottled; moist
-10 —
— -10
SM
Silty; increasing sand; gray and slightly brown; mottled,
increasing moistness
-
-
/ SM \
Sandy silt; greenish gray; moist
-15---15
j//A
SP /
\Sand; greenish gray; medium grained /
:...`
CL /
`Silty clay; medium gray; stiff; some organics; moist
Sand Pack
SP
Sand; pale brown; fine grained; wet
Screen 10-slot
-
/ SM \
/Silty sand; medium gray; soft; very moist- \
-20 —
— -20
.
SP
Sand; fine to medium grained; pale brown
-
-
/
SC
Sandy clay; medium grained sand; very dark greenish
gray; moist; decreasing sands and increasing clay with
increasing depths
-25---25
-
-
/ ./
/
SC
Sandy clay; medium grained sand; very dark greenish
gray; moist; decreasing sands and increasing clay with
increasing depths; some weathered rock
-30 — — -30
NOTES:

Soil Boring: MW-18FY
Project: Kidde Technologies, Inc.
Page 1 of 1
ENSAFE
5724 Summer Trees Drive
Memphis TN 38134
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist: Kate Freeman
Completion Date: 2/17/2008 Northing: 735461.7216
Drilling Method: Direct Push Technology Easting: 2307499.2740
Drilling Contractor: Probe Technologies TOC Elevation (ft): 151.928
Well Diameter: 2-inch Surface Elevation (ft): 150.183
Well Screen (ft): 8 - 28 Total Depth (ft): 30
DEPTH BGS
ELEVATION
SYMBOLS
u,
o
u)
Lithologic Description
Unified Soil Classification System
Well
Construction
0
ML
Clayey silt; gray to light brownish gray to yellowish red;
dry; friable
Stickup Cover
Concrete Pad
Bentonite-cement
-
.."11�
grout
PVC sch 40
-5---5
Silty clay; and brownish mottled; very stiff;
Bentonite-Pellets
10 ---
10
jCL
/
/
gray yellow;
moist; silty content decreases with increasing depth (<1
mm silt lenses at 8.3 bgs, 8.8 bgs, and 9.4 bgs
CL
Silty clay; greensih gray, interbedded siltys and clays;
some sands; iron staining (Gleyl 6/1)
CL \
Clay with occational silt lenses; greensih gray (Gleyl 5/1)
-15---15
BLANK
No Recovery
Pack
-20 —
-25 —
-
— -20
— -25
Sand
s- Screen 10-slot
/ Medium dark
-
-
-
ML
grained sand with clay and silty; very
greenish gray
—\
Shale
Weathered Shale
-30 —
— -30
11
-35 — — -35
NOTES:

Soil Boring: MW-19FY
Project: Kidde Technologies, Inc.
Page 1 of 1
ENSAFE
5724 Summer Trees Drive
Memphis TN 38134
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist: Kate Freeman
Completion Date: 2/15/2008 Northing: 735518.4871
Drilling Method: Direct Push Technology Easting: 2307533.0329
Drilling Contractor: Probe Technologies TOC Elevation (ft): 151.595
Well Diameter: 2-inch Surface Elevation (ft): 149.556
Well Screen (ft): 8 - 28 Total Depth (ft): 28
DEPTH BGS
ELEVATION
SYMBOLS
u,
o
u)
Lithologic Description
Unified Soil Classification System
Well
Construction
0
-
0
-
ML
Clayey silt; gray; medium stiff; moist; iron staining; clay
content decreasing with increasing depth and increasing
silt
Stickup Cover
Concrete Pad
Bentonite-cement
grout
-
PVC 40
-5---5
44 sch
i� Bentonite-Pellets
CL
Silty clay with sand; strong brown with gray; mottled;
occational sand stringer; moist
-
10---10
-
/
/
CL
Silty clay with sand; light greenish gray; mottled;
occational sand stringers; light iron staining; moist
/ \
_
_
i
SC
Sandy clay; light greenish gray, interbedded sands and
clays with thlenes varyining in thickness up to 0.2 inches;
moist
-
-
/J '
SC
Sandy clay; greenish gray, interbedded sands and clays
with thlenes varyining in thickness up to 0.2 inches; moist
-15 —
— -15
\
ML
Interbedded clay silt and fine sand; light greenish gray
with strong brown; gray mottled; soft; very moist; 16.6 bgs
through 16.9 bgs wet
Sand Pack
-
-20 —
-
— -20
j
CL
Silty clay; very dark greenish gray; some occational sand
stringers
ri Screen 10-slot
A\
/ Sand; to fine dark
\
medium grained; very greenish gray;
•
SP
wet
-25---25
-
SP
Sand with some occational clay stringers; medium to fine
grained; very dark greenish gray; wet
• • •
/ Shale \
/Weathered Shale; very dark grayish green
-30 — — -30
NOTES:

Soil Boring: MW-20FY
Project: Kidde Technologies, Inc.
Page 1 of 1
ENSAFE
5724 Summer Trees Drive
Memphis TN 38134
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist: Kate Freeman
Completion Date: 2/15/2008 Northing: 735361.4965
Drilling Method: Direct Push Technology Easting: 2307900.3458
Drilling Contractor: Probe Technologies TOC Elevation (ft): 152.573
Well Diameter: 2-inch Surface Elevation (ft): 150.344
Well Screen (ft): 10 - 30 Total Depth (ft): 30
DEPTH BGS
ELEVATION
SYMBOLS
u,
o
u)
Lithologic Description
Unified Soil Classification System
Well
Construction
--o
yy
Pt
Topsoil with roots and other organic matter; dark brown;
Stickup Cover
_
ML
moist; friable
Concrete Pad
Clayey silt; heavy iron staining; brayish brown; moist; soft
Bentonite-cement
- grout
CL
Clay; heavy iron
medium gray with staining; stiff; moist
5—
--5
f PVC sch 40
_� Bentonite-Pellets
SM
Silt with fine grained sand seam; very dark brown
-
CL
Silty clay; mottled; dark grayish brown; moisst; stiff
MI -I
Silt; light
10 —
— -10
gray; moist
-
CL
Silty clay with iron staining; grayish brown; moist; stiff
-
-
SM
Silt with fine grained sand; pale brown; wet
SC
Sand and clay lamina; brown and strong brown
/
pale
I/
ML
Interbedded clays and sandy silts; light gray; moist
-15---15
SC
Clayey sand; fine sand; greenish gray
ML
Fine sandy silty with occasional clay lamina; pale brown
SC
Interbedded fine sands and clay; greenish gray; moist
Sand Pack
-20 —
-25---25
— -20
SM
Silty sand; fine to medium grained; greenish gray; little
recovery to 30 bgs; weathered Shale in samplers
-
r
Screen 10-slot
-30---30
11
-35 — — -35
NOTES:

Soil Boring: MW-21 FY
Project: Kidde Technologies, Inc.
Page 1 of 1
E SAFE
5724 Summer Trees Drive
Memphis TN 38134
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist: Kate Freeman
Completion Date: 2/14/2008 Northing: 735289.8656
Drilling Method: Direct Push Technology Easting: 2308055.3388
Drilling Contractor: Probe Technologies TOC Elevation (ft): 152.75
Well Diameter: 2-inch Surface Elevation (ft): 150.319
Well Screen (ft): 7 - 32 Total Depth (ft): 34
DEPTH BGS
ELEVATION
SYMBOLS
u,
o
u)
Lithologic Description
Unified Soil Classification System
Well
Construction
-
0
I I
IT
Stickup Cover
ML
Clayey silt with some sand and organic matter; moist
A
A
Pt
Organic layer; black; moist
A -
^ Concrete Pad
Bentonite-cement
MH
Silty sand with some roots; gray; iron staining; firm; moist;
at 2.0 bgs beginning micaceous
_
grout
5—
--5
Bentonite-Pellets
_
_
j
CL
Clay; medium gray; iron staining; moist
PVC sch 40
-
-
j
\ SC
Clay with some sand seams, medium grained; wet
—
—
CL
Clay;gray; verystiff; siltywith increasingdepths; strong
9 Y� p �
-10
-10
brown; occasional iron staining; moist
j
CL
--
CL
Clay; gray; very stiff; silty with increasing depths; strong
brown; occasional iron staining; dry
_
-15---15
_
/
Clay; gray; very stiff; silty with increasing depths; strong
brown; occasional iron staining; moist
/
SC
Fine sand with some clay
CL
Clay; gray; very stiff; silty with increasing depths; strong
=
Sand Pack
brown; occasional iron staining; moist
4
CH
—
—
Screen 10 slot
-20
_
-20
_
/
CH
Fat clay; greenish gray; occasional iron staining with
increasing depths; hard; moist
CL
Fat clay; dark greenish gray; very stiff; moist
/
;� CL
Clay; light yellowish brown; some iron staining; stiff; moist
_
_
-25 —
— -25
I SC
Silty clay; very soft; very moist
ML
\
Clayey sand; fine to medium sand; very moist to wet
-
-
:
SM
Silty sandy clay; cla ; soft; moist
SC
Silty sand; very dark greenish gray; fine to medium
-30 —
— -30
CL
grained
--
Sandy clay; very dark greenish gray; sand decreasing
ML
with increasing depths
Clay; very dark greenish gray; stiff; moist
-35 —
— -35
Clay with sand and silt, very dark greenish gray; wet
-40---40
NOTES:

Soil Boring: MW-22FY
Project: Kidde Technologies, Inc.
Page 1 of 1
ENSAFE
5724 Summer Trees Drive
Memphis TN 38134
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist: Kate Freeman
Completion Date: 6/23/2008 Northing: 735073.9
Drilling Method: Direct Push Technology Easting: 2308370.37
Drilling Contractor: Probe Technologies TOC Elevation (ft): 156.08
Well Diameter: 2-inch Surface Elevation (ft): 153.64
Well Screen (ft): 10 - 35 Total Depth (ft): 35
DEPTH BGS
ELEVATION
SYMBOLS
u,
o
u)
Lithologic Description
Unified Soil Classification System
Well
Construction
—
—o
'
'A
\Topsoil/
Black topsoil; organic
Stickup Cover
ML /
Yellowish brown clayey SILT; friable; dry
Concrete Pad
Bentonite-cement
-5—
--5
ML
Dark yellowish brown clayey SILT; firm; moist
grading with red mottling
grout
PVC sch 40
CL
Yellowish brown with reddish gray mottling silty CLAY;
_
-
-
j/
very firm; moist
Bentonite-Pellets
-10 —
— -10
ML
Brownish yellow clayey SILT; firm; moist
/
SC
Brownish yellowish and gray mottled clayey fine grained
SAND; firm
-
-
I
r SM
Brownish yellow silty fine grained SAND, some micas
present; soft; wet
/ /
"
-15---15
SC
Interbedded white CLAY and yellowish red SAND
SM
Brownish yellow silty fine grained SAND, some micas
present; soft; wet
SM \
Brownish yellow silty fine grained SAND with some clay,
-20 —
— -20
None
some micas present; firm; wet
Pack
No Recovery
Sand
Screen 10-slot
-25---25
-30---30
SM
Brownish yellow silty fine grained SAND, some micas
present; soft; wet
SM
Dark greenish gray SAND with silt; wet
/ J
/
SC
grades from fine to coarse grained
i
-35 —
-
— -35
-
1 CH /
Dark greenish gray clayey fine to medium grained SAND;
wet
Dark greenish gray CLAY; very firm; moist
-40---40
NOTES:

Soil Boring: MW-23FY
Project: Kidde Technologies, Inc.
Page 1 of 1
EIVSAFE
5724 Summer Trees Drive
Memphis TN 38134
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist: Kate Freeman
Completion Date: 6/9/2009 Northing: 735431.35
Drilling Method: Direct Push Technology Easting: 2307759.84
Drilling Contractor: Probe Technologies TOC Elevation (ft): 153.92
Well Diameter: 2-inch Surface Elevation (ft): 151.03
Well Screen (ft): 9 - 29 Total Depth (ft): 39
DEPTH BGS
ELEVATION
SYMBOLS
u,
o
u)
Lithologic Description
Unified Soil Classification System
Well
Construction
o--o
'\ '\Top
soil
Black topsoil; friable; dry
Stickup Cover
_
_
/
\ /
ML
Yellowish brown clayey SILT; friable; dry
Concrete Pad
_
-5---5
_
Bentonite-cement
grout
PVC sch 40
grades with some yellow mottling
_
_
\ /
-
Bentonite-Pellets
CH
Gray CLAY (near fat), with occasional yellow mottling;
very stiff; moist
-10 —
— -10
ML
Medium gray, fine grained, sandy SILT; some brownish
yellow mottling; firm; moist
\ /
SM
Brownish yellow silty fine grained SAND; soft; wet
/
15
15
/�i
SC
Interbedded medium gray CLAY and SAND; soft; wet
-
-
SP
Light yellowish brown fine grained SAND; very soft; wet
Sand Pack
-
-
-•
:•
-
T Screen 10-slot
SP
Greenish gray SAND with minor silt
-25 —
— -25
SC
Dark greenish gray clayey coarse grained SAND
\
/ \
SP
Dark greenish gray coarse SAND
--
�
�
CH
greenish gray CLAY
-
-
_
\ /
\Dark
/
-30 —
— -30
=
Shale
Dark grayish green weathered Shale in cutting shoe
-35---35
--
-40 — — -40
NOTES:

EJIISAFE
Soil Boring: MW-24FY
Project: Kidde Technologies, Inc.
5724 Summer Trees Drive
Memphis TN 38134
Page 1 of 1
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist: Kate Freeman
Completion Date: 6/23/2009
Drilling Method: Direct Push Technology
Drilling Contractor: Probe Technologies
Well Diameter: 2-inch
Well Screen (ft): 13 - 28
Northing:
Easting:
TOC Elevation (ft):
Surface Elevation (ft):
Total Depth (ft):
735111.93
2307762.93
153.15
149.98
28
DEPTH BGS
ELEVATION
0J
2
>-
Lithologic Description
Unified Soil Classification System
Well
Construction
-5 —
-10 —
-15 —
-20 —
25 —
-30
—0
— -5
— -10
— -15
— -20
— -25
-30
\Topsoil/
CL
CL
CL
CL
SC
SM
SM
CL
\ Black topsoil; highly organic; loose; dry
Gray to medium gray and strong brown mottled sandy
silty CLAY; stiff to very stiff; moist
grades with decreasing sand content
Strong brown silty CLAY, with gray mottling; very stiff;
moist
\ grades to friable; dry
Light gray CLAY (near fat), with gray mottling; very stiff;
moist
grades to gray
\ Gray silty sandy CLAY; wet
Light gray interbedded SAND and CLAY; wet; sand
\ becoming yellow to strong brown in color at 14.1'
Minor recovery. Yellowish brown silty SAND, fine
grained; wet
Dark greenish gray silty fine to medium grained SAND;
wet
Dark greenish gray CLAY; soft. Some weathered Shale
present at bottom of sampler
Stickup Cover
Concrete Pad
Bentonite-cement
grout
PVC sch 40
Bentonite-Pellets
Sand Pack
Screen 10-slot
NOTES:

Soil Boring: MW-25FY
Project: Kidde Technologies, Inc.
Page 1 of 1
ENSAFE
5724 Summer Trees Drive
Memphis TN 38134
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist: Kate Freeman
Completion Date: 6/23/2009 Northing: 735014.23
Drilling Method: Direct Push Technology Easting: 2307524.71
Drilling Contractor: Probe Technologies TOC Elevation (ft): 154.03
Well Diameter: 2-inch Surface Elevation (ft): 151.55
Well Screen (ft): 12 - 32 Total Depth (ft): 32
DEPTH BGS
ELEVATION
SYMBOLS
u,
o
u)
Lithologic Description
Unified Soil Classification System
Well
Construction
0
Stickup Cover
Topsoil
Dark gray topsoil; dry
> 0
Fill
Yellowish red FILL; dry
Concrete Pad
CL
Dark gray silty CLAY; firm; moist
Bentonite-cement
5---5
/
grout
PVC 40
CL
Dark gray and slightly brown silty CLAY, mottled; firm;
moist
sch
Bentonite-Pellets
<(/
ML
Strong brown clayey SILT; friable; dry
CH
Light gray CLAY (5y) (near fat), with occasitional mottling;
very firm; moist
�..
-15 —
— -15
/
CL
Light gray silty fine grained sandy CLAY; firm; moist to
wet
-
/
SC
Light gray interbedded SAND and CLAY, moist to wet
20 —
— -20
SC
grades to a greenish gray (Gley 1 5/1)clayey SAND,
medium grained; moderately dense
—
Sand Pack
-
/
I
_
Light gray interbedded SAND and CLAY; silty CLAY at
bottom of sampler with fine grained sand
Screen 10-slot
-25---25
None
No Recovery
—
—
CL \
Light gray sandy CLAY; soft; moist
-30
-30
///
SM
Dark greenish gray medium to coarse grained SAND, with
fines; loose;
-
-
\ /
wet
-
Shale I
grades to clayey SAND
1
Dark greenish gray weathered Shale
-35 — — -35
NOTES:

Soil Boring: MW-26FY
Project: Kidde Technologies, Inc.
Page 1 of 1
ENSAFE
5724 Summer Trees Drive
Memphis TN 38134
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist: Kate Freeman
Completion Date: 6/10/2009 Northing: 734971.95
Drilling Method: Direct Push Technology Easting: 2308380.64
Drilling Contractor: Probe Technologies TOC Elevation (ft): 153.14
Well Diameter: 2-inch Surface Elevation (ft): 153.32
Well Screen (ft): 10 - 35 Total Depth (ft): 35
DEPTH BGS
ELEVATION
SYMBOLS
u,
0
u)
Lithologic Description
Unified Soil Classification System
Well
Construction
o—
—0
\Topsoil/
\ Black topsoil; friable; moist /
Concrete Pad
ML
Yellowish brown clayey SILT; friable; dry
Bentonite-cement
5—
--5
grades to moist
grades with some gray mottling and fine grained sand
grout
/ \
PVC sch 40
-
-
�/
Yellowish brown silty sandy CLAY, with heavy reddish
V
/�
CL
and gray mottling; firm to very firm; moist
Bentonite-Pellets
/
_
__
ML
Yellowish brown fine SILT,
CH /
grained sandy with some clay;
\ occasional red mottling; very firm; moist I
-10---10
ML
Gray CLAY (near fat); hard; moist
Brownish yellow sandy SILT, with occasional gray clay
lenses; very firm; moist
\
-
-15 —
-
— -15
SC
Interbedded light gray CLAY and brownish yellow SAND,
water in sand lenses; (clay) firm
ML
\ /
Yellowish brown fine grained sandy SILT; soft; wet
/ Interbedded red SAND and light gray CLAY; grading with \
SC
brownish yellow SAND at 18.6'; grading with light gray
CLAY and SAND at 19.2'
-20---20
SM
Yellowish brown silty fine grained SAND; soft; wet
Pack
Sand
Screen 10-slot
-25---25
-30 —
— -30
None
No Recovery
SM
Dark greenish gray silty SAND; wet
/ Dark CLAY, \
greenish gray with grayish green weathered
//
CL
Shale in cutting shoe; soft
-35---35
-40---40
NOTES:

Soil Boring: MW-27FY
Project: Kidde Technologies, Inc.
Page 1 of 1
ENSAFE
5724 Summer Trees Drive
Memphis TN 38134
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist: Kate Freeman
Completion Date: 6/10/2009 Northing: 734862.29
Drilling Method: Direct Push Technology Easting: 2308323.72
Drilling Contractor: Probe Technologies TOC Elevation (ft): 152.4
Well Diameter: 2-inch Surface Elevation (ft): 152.62
Well Screen (ft): 10 - 30 Total Depth (ft): 30
DEPTH BGS
ELEVATION
SYMBOLS
u,
o
u)
Lithologic Description
Unified Soil Classification System
Well
Construction
o--o
Concrete Pad
_
GW /
\ Gravel /
^
ML
Yellowish brown clayey SILT; friable; dry
to moist
Bentonite-cement
5---5
-
grades
grades with some gray mottling and fine grained sand
grout
/
PVC sch 40
CL
Yellowish brown silty sandy CLAY, with heavy reddish
-
_
_
r
and gray mottling; firm to very firm; moist
_
i Bentonite-Pellets
ML
Yellowish brown fine grained sandy SILT, with some clay;
-
\ CH/
occasional red mottling; very firm; moist
\
-10 —
— -10
ML
Gray CLAY (near fat); hard; moist
-
Brownish yellow sandy SILT, with occasional gray clay
lenses; very firm; moist
_
-
j
/
SC
Interbedded light gray CLAY (near fat) and brownish
yellow SAND; sand is wet
-15---15
ML
Yellowish brown sandy SILT; soft; wet
-
/
SC
Interbedded light gray CLAY and red SAND; wet
:
Sand Pack
SP
SAND gradingto brownish yellow
r
-20 —
— -20
ML
Yellowish brown fine grained sandy SILT; soft; wet
Screen 10-slot
Interbedded CLAY brownish SAND; \
/
SC
gray and yellow sand
is wet
-25 —
— -25
j/
CL
Pale brown CLAY; firm; moist
SM
Yellowish brown silty SAND, occasional clay lenses; soft;
wet
SC
Dark greenish gray clayey fine to medium grained SAND;
wet
\
-30---30
CL
/
\ Dark greenish gray CLAY; very firm; moist /
11
-35 — — -35
NOTES:

Soil Boring: MW-28FY
Project: Kidde Technologies, Inc.
Page 1 of 1
ENSAFE
5724 Summer Trees Drive
Memphis TN 38134
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist:Alan Jacobs
Completion Date: 12/9/2009 Northing: 734663.15
Drilling Method: Direct Push Technology Easting: 2308069.43
Drilling Contractor: Probe Technologies TOC Elevation (ft): 151.8
Well Diameter: 2-inch Surface Elevation (ft): 152.26
Well Screen (ft): 19 - 34 Total Depth (ft): 35
DEPTH BGS
ELEVATION
SYMBOLS
u,
0
u)
Lithologic Description
Unified Soil Classification System
Well
Construction
o—
—o
Concrete Pad
\Asphalt/
\Asphalt /
,O
Fill
Fill
I /
CL
Brick red Sandy fill
-5---5
-
-
Silty Clay, moist
Tanish gray Silty Clay, soft
Bentonite-cement
-
-
/
/
grout
Becoming silty and harder
PVC sch 40
-10 —
— -10
/
ML
Clayey Silty grading to Silty Sand limonitic, tan with gray
streaks, wet
-
. Bentonite-Pellets
-15---15
_
-20 —
— -20
/
SC
Orange changing to gray green Silty Sand, wet
No Recovery (20' to 30')
-25 —
— -25
Sand Pack
f Screen 10-slot
-30 —
— -30
4-inch dark gray green Clay, soft with some Sand
2-inch grayish green weathered Shale
,
/
-35 —
— -35
-40---40
NOTES:

EJIISAFE
Soil Boring: MW-29FY
Project: Kidde Technologies, Inc.
5724 Summer Trees Drive
Memphis TN 38134
Page 1 of 1
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist:Alan Jacobs
Completion Date: 12/8/2009
Drilling Method: Direct Push Technology
Drilling Contractor: Probe Technologies
Well Diameter: 2-inch
Well Screen (ft): 19 - 34
Northing:
Easting:
TOC Elevation (ft):
Surface Elevation (ft):
Total Depth (ft):
735059.45
2308253.00
156.33
153.29
35
DEPTH BGS
ELEVATION
J
0
2
cn
>-
0
u)
Lithologic Description
Unified Soil Classification System
Well
Construction
0-
-5-
-10 —
-15 —
-20 —
-25 —
-30 —
-35 —
-40
—0
— -5
— -10
— -15
— -20
— -25
— -30
— -35
-40
Fill
CL
SC
SC
SP
a\/ CH
Dark brown fill
Tan with light gray streaks Silty Clay, moist
Tan to light grayish tan fine Silty Sand, moist
Tan with red fine Silty Sand to fine Clayey Sandy Silt, wet
Color is tannish, wet
Grey Sand
No Recovery
Slough
Greenish gray fat Clay, moist
Stickup Cover
Concrete Pad
Bentonite-cement
grout
PVC sch 40
Bentonite-Pellets
Sand Pack
Screen 10-slot
NOTES:

EJIISAFE
Soil Boring: MW-30FY
Project: Kidde Technologies, Inc.
5724 Summer Trees Drive
Memphis TN 38134
Page 1 of 1
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist:Alan Jacobs
Completion Date: 12/8/2009
Drilling Method: Direct Push Technology
Drilling Contractor: Probe Technologies
Well Diameter: 2-inch
Well Screen (ft): 15 - 30
Northing:
Easting:
TOC Elevation (ft):
Surface Elevation (ft):
Total Depth (ft):
735056.18
2308106.38
153.33
150.32
30
DEPTH BGS
ELEVATION
0J
2
>-
Lithologic Description
Unified Soil Classification System
Well
Construction
—0
-5 — — -5
-10 —
-15
-20 —
-25
— -10
-15
— -20
-25
-30 — — -30
-35
-35
Shale
Humic material
Orange Silty Clay
Light gray Clayey Silt
No Recovery
Slough
Tannish orange to orange Clayey Silt with Sand stringers
\ Light gray green
No Recovery
Slough
/ Blue gray green weathered Shale
Stickup Cover
Concrete Pad
Bentonite-cement
grout
PVC sch 40
Bentonite-Pellets
Sand Pack
Screen 10-slot
NOTES:

Soil Boring: MW-31 FY
Project: Kidde Technologies, Inc.
Page 1 of 1
EIVSAFE
5724 Summer Trees Drive
Memphis TN 38134
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist:Alan Jacobs
Completion Date: 12/8/2009 Northing: 735026.12
Drilling Method: Direct Push Technology Easting: 2308016.60
Drilling Contractor: Probe Technologies TOC Elevation (ft): 153.06
Well Diameter: 2-inch Surface Elevation (ft): 150.44
Well Screen (ft): 15 - 30 Total Depth (ft): 30
DEPTH BGS
ELEVATION
SYMBOLS
u,
o
cn
Lithologic Description
Unified Soil Classification System
Well
Construction
0
0
/
Topsoil/
/
-5---5
::°::Silty Clay, moist
Bentonite-cement
SC
Light gray Silty Clay, limonite staining, moist
grout
PVC 40
sch
-10 —
— -10
CL \
/ Gray brown Silty Clay \
-
-
SC
Silty fine Sand with Clay layers, limonite, wet
i
i Bentonite-Pellets
-15
-20 —
--
— -15
— -20
/
becoming coarser and orange
_..
=— Sand Pack
-
/
SC \
/Greenish gray Silty Sand, wet
SC
Greenish gray Clayey Silty Sand, wet (Yorktown)
Screen 10 slot
25
25
/
SC
Silty Sand with Clay, wet
//
CL \
/Clay
—
—
-30
-30
—
Shale
Shaley material
11
/
\ i
-35 — — -35
NOTES:

EJIISAFE
Soil Boring: MW-32FY
Project: Kidde Technologies, Inc.
5724 Summer Trees Drive
Memphis TN 38134
Page 1 of 1
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist:Alan Jacobs
Completion Date: 12/10/2009
Drilling Method: Direct Push Technology
Drilling Contractor: Probe Technologies
Well Diameter: 2-inch
Well Screen (ft): 18 - 28
Northing:
Easting:
TOC Elevation (ft):
Surface Elevation (ft):
Total Depth (ft):
735024.80
2307640.75
152.53
149.61
28
DEPTH BGS
ELEVATION
Lithologic Description
Unified Soil Classification System
Well
Construction
-5 —
-10 —
-15 —
-20 —
-25 —
-30
— -5
— -10
— -15
— -20
— -25
-30
Topsoil
CL
1
CL
CL
Shale \
Top soil
Silty Clay, stiff, limonitic, moist
Color becoming lighter tan with limonitic streaks
Slough
light green gray Silty Clay (becoming Silter), stiff, limonitic
streaks, moist to wet
Gray green Clayey Sandy Clay, wet
becoming Silty Clay, dry
No Recovery
/ Shale and refusal
\
f
Stickup Cover
Concrete Pad
Bentonite-cement
grout
PVC sch 40
Bentonite-Pellets
Sand Pack
Screen 10-slot
NOTES:

Soil Boring: MW-33FY
Project: Kidde Technologies, Inc.
Page 1 of 1
ENSAFE
5724 Summer Trees Drive
Memphis TN 38134
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist: Kate Freeman
Completion Date: 12/10/2009 Northing: 735221.01
Drilling Method: Direct Push Technology Easting: 2307741.10
Drilling Contractor: Probe Technologies TOC Elevation (ft): 153.65
Well Diameter: 2-inch Surface Elevation (ft): 150.28
Well Screen (ft): 13 - 28 Total Depth (ft): 28
DEPTH BGS
ELEVATION
SYMBOLS
u,
o
u)
Lithologic Description
Unified Soil Classification System
Well
Construction
o
Stickup Cover
-
Topsoil/
\ Black top soil, high organic content, loose, moist /
-
/
CL
Gray to medium gray and strong brown mottled Sandy,
Silty Clay, stiff and very stiff, moist
Concrete Pad
Bentonite-cement
-5—
— -5
/
//
Sand decreases
grout
PVC sch 40
CL
Strong brown Silty Clay,
with gray mottles very stiff, moist
/�
/
Bentonite-Pellets
10---10
/
\ Dry firable
CL
Light gray with gray mottles, Clay, very stiff (near fat),
moist
CH
Light gray with gray mottles, fat Clay, very stiff, moist
7//
CL
\ /
\ gray Silty Clay, wet /
—
-
—
SC
-
Light gray interbedded Sand and Clay, wet; Sand
-15
-15
SM
\ becomes yellow/strong brown at 14.1'
Little recovery, yellowish brown Silty fine Sand
Sand Pack
-20---20
10-slot
No Recovery
f Screen
-25---25
SM
-
Dark grayish green Silty fine to medium Sand, wet
CL
Dark grayish green Clay, soft
/,I
Shale \
/weathered Shale in cutting shoe \
-30 — — -30
NOTES:

EJIISAFE
Soil Boring: MW-34FY
Project: Kidde Technologies, Inc.
5724 Summer Trees Drive
Memphis TN 38134
Page 1 of 1
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist:Alan Jacobs
Completion Date: 12/10/2009
Drilling Method: Direct Push Technology
Drilling Contractor: Probe Technologies
Well Diameter: 2-inch
Well Screen (ft): 13 - 23
Northing:
Easting:
TOC Elevation (ft):
Surface Elevation (ft):
Total Depth (ft):
735295.16
2307663.16
152.11
149.73
23
DEPTH BGS
ELEVATION
0J
2
0)
Lithologic Description
Unified Soil Classification System
Well
Construction
0-
-5-
-10 —
-0
— -5
— -10
-15---15
-20 —
-25 —
-30
— -20
— -25
-30
Top soil
Silty Clay, tannish orange limonitic, moist
light gray Sand with some Silt, wet
Orange limonitic
Light gray Clayey Sandy Silt
Gray green, wet
Gray green fat Clay
i
Stickup Cover
Concrete Pad
Bentonite-cement
grout
PVC sch 40
Bentonite-Pellets
1
Sand Pack
Screen 10-slot
NOTES:

Soil Boring: MW-35YF
Project: Kidde Technologies, Inc.
Page 1 of 1
ENSAFE
5724 Summer Trees Drive
Memphis TN 38134
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist:Alan Jacobs
Completion Date: 12/9/2009 Northing: 735391.39
Drilling Method: Direct Push Technology Easting: 2307829.69
Drilling Contractor: Probe Technologies TOC Elevation (ft): 152.65
Well Diameter: 2-inch Surface Elevation (ft): 150.38
Well Screen (ft): 15 - 30 Total Depth (ft): 30
DEPTH BGS
ELEVATION
SYMBOLS
u,
o
u)
Lithologic Description
Unified Soil Classification System
Well
Construction
Topsoil
Dark brown soil profile
Stickup Cover
--
5 --
5
/
CL
/
Tannish gray Clay with some Silt
ncrd
::i:izent
ut
PVC 40
CH
Light grayish greeen fat Clay, moist
sch
-10---10
Slough
-
-
i
Bentonite-Pellets
ML
Light greenish gray Clayey Sandy Silt with limonitc
stringers, wet at 12.5'
15
15
-
/
/
SC
(15-20' poor recovery) 6" of Medium grained Sand Silty
on top of grayish green clay, sand is wet
—
-.
-20 —
— -20
No Recovery
: Sand Pack
1
25
25
Screen 10-slot
i
CL
Grayish green Silty Clay, wet
Medium grained Sand, wet
:::•/
Shale \
/in Shale, dry \
-
-30---30
11
-35 — — -35
NOTES:

EJIISAFE
Soil Boring: MW-36FY
Project: Kidde Technologies, Inc.
5724 Summer Trees Drive
Memphis TN 38134
Page 1 of 1
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist:Alan Jacobs
Completion Date: 12/9/2009
Drilling Method: Direct Push Technology
Drilling Contractor: Probe Technologies
Well Diameter: 2-inch
Well Screen (ft): 16 - 31
Northing:
Easting:
TOC Elevation (ft):
Surface Elevation (ft):
Total Depth (ft):
735129.09
2308314.37
155.4
152.97
35
DEPTH BGS
ELEVATION
0J
2
>-
Lithologic Description
Unified Soil Classification System
Well
Construction
0-
-5-
-10 —
-15 —
-20 —
-25 —
-30 —
-35 —
-40
-0
— -5
— -10
— -15
— -20
— -25
— -30
— -35
-40
CL
CH
Dark brown
tan to light tan alternating Silty Clay with some Sand
stringers with some red streaks, some slough material
Wet 6-8', sitting on Clayey layer that is moist
Wet at 10.5-11', becoming Silter with depth
moist 11-15'
wet slough material
Slough 20-25'
Slough
Grayish green fat Clay, moist
1
Stickup Cover
Concrete Pad
Bentonite-cement
grout
PVC sch 40
Bentonite-Pellets
Sand Pack
Screen 10-slot
NOTES:

EJIISAFE
Soil Boring: MW-37FY
Project: Kidde Technologies, Inc.
5724 Summer Trees Drive
Memphis TN 38134
Page 1 of 1
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist:Alan Jacobs
Completion Date: 12/8/2009
Drilling Method: Direct Push Technology
Drilling Contractor: Probe Technologies
Well Diameter: 3/4-inch
Well Screen (ft): 19 - 34
Northing:
Easting:
TOC Elevation (ft):
Surface Elevation (ft):
Total Depth (ft):
734722.89
2307982.38
151.83
152.29
34
DEPTH BGS
ELEVATION
Lithologic Description
Unified Soil Classification System
Well
Construction
0-
-5-
-10 —
—0
— -5
— -10
-15---15
-20 —
-25 —
-30 —
-35
— -20
— -25
— -30
-35
No Lithology
Concrete Pad
Bentonite-Pellets
PVC sch 40
Prepacked Screen
Screen 10-slot
NOTES:

Soil Boring: PZ-1A
Project: Kidde Technologies, Inc.
Page 1 of 1
ENSAFE
5724 Summer Trees Drive
Memphis TN 38134
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist: Kate Freeman
Completion Date: 6/2/2009 Northing: 734837.95
Drilling Method: Direct Push Technology Easting: 2308229.57
Drilling Contractor: Probe Technologies TOC Elevation (ft): 151.94
Well Diameter: 1-inch Surface Elevation (ft): 152.21
Well Screen (ft): 14 - 34 Total Depth (ft): 35
DEPTH BGS
ELEVATION
SYMBOLS
u,
o
u)
Lithologic Description
Unified Soil Classification System
Well
Construction
0--0
—
(>
GW
Sandy GRAVEL (roadside debris)
Concrete Pad
5
5
CL
Dark yellowish brown silty CLAY; firm; moist
--
/
grades with gray mottling
Bentonite-cement
grout
PVC sch 40
-10---10
SM
Gray silty SAND; very firm; moist
1
-_
-_
Bentonite-Pellets
-
-
None
No Recovery
-15---15
-20 —
— -20
None
Limited recovery
Very pale brown silty fine grained SAND; loose; wet
Very pale brown SILT with fine grained sand and clay;
%MA clayey SILT with fine grained sand; soft
SM
Pale brown silty fine grained SAND; loose; wet
silty CLAY lensesAi
Pack
-
::
Sand
Screen 10-slot
-25---25
-30 —
— -30
None
No Recovery
_
_
ML
Very dark greenish gray clayey SILT with sand, some
micas present; soft; wet
\
-
-
\—
CH
Very dark greenish gray CLAY, some micas present; firm;
-35 —
— -35
Shale /
moist
-
-
Very dark grayish green weathered SHALE
-40---40
NOTES:

Soil Boring: PZ-1 B
Project: Kidde Technologies, Inc.
Page 1 of 1
EIVSAFE
5724 Summer Trees Drive
Memphis TN 38134
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist: Kate Freeman
Completion Date: 6/2/2009 Northing: 734835.25
Drilling Method: Direct Push Technology Easting: 2308228.08
Drilling Contractor: Probe Technologies TOC Elevation (ft): 151.95
Well Diameter: 1-inch Surface Elevation (ft): 152.21
Well Screen (ft): 10 - 20 Total Depth (ft): 20
DEPTH BGS
ELEVATION
SYMBOLS
u,
o
u)
Lithologic Description
Unified Soil Classification System
Well
Construction
—
—o
•U
Concrete Pad
C>
(>
GW
Lithology taken from PZ-1A Boring
Sandy GRAVEL (roadside debris)
i
lb
jCL
Dark yellowish brown silty CLAY; firm; moist
Bentonite-cement
-5 —
— -5
/
/
grout
PVC 40
/
grades with gray mottling
sch
/
Bentonite-Pellets
-
-
X
-10---10
SM
Gray silty SAND; very firm; moist
None
No Recovery
Pack
Sand
-15 —
— -15
None
Limited recovery
Very pale brown silty fine grained SAND; loose; wet
Very pale brown SILT with fine grained sand and clay;
very soft; wet
Very pale brown clayey SILT with fine grained sand; soft
is Screen 10-slot
-20---20
-25---25
NOTES:

Soil Boring: PZ-1 C
Project: Kidde Technologies, Inc.
Page 1 of 1
ENSAFE
5724 Summer Trees Drive
Memphis TN 38134
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist: Kate Freeman
Completion Date: 6/2/2009 Northing: 734825.87
Drilling Method: Direct Push Technology Easting: 2308251.81
Drilling Contractor: Probe Technologies TOC Elevation (ft): 151.8
Well Diameter: 1-inch Surface Elevation (ft): 151.98
Well Screen (ft): 10 - 35 Total Depth (ft): 35
DEPTH BGS
ELEVATION
SYMBOLS
u,
o
u)
Lithologic Description
Unified Soil Classification System
Well
Construction
0
0
ML
Yellowish brown and black mottled clayey SILT; high
organic content; friable; dry
Concrete Pad
Bentonite-cement
/ CLAY; firm;
grout
Dark yellowish brown and gray mottled silty
5 =
_ -5
�//
CL
moist
PVC sch 40
ML
Gray clayey sandy SILT; very firm; moist
-
-
Bentonite-Pellets
-10 —
— -10
ML
Yellowish brown sandy SILT; very firm
—
SM
Very pale brown and red mottled silty fine grained SAND;
loose; wet
SM
/
\ Yellow and gray mottled silty fine grained SAND; wet
-15 —
-20---20
— -15
SM
Very pale brown silty fine grained SAND, with yellow and
pink mottling; loose; wet
Pack
SM
Very pale brown silty fine grained SAND; loose; wet
41 Sand
Screen 10-slot
-25---25
None
No Recovery
-30 —
_
— -30
_
ML
Pale brown clayey sandy SILT; moist
Shale \
/ Refusal. Dark grayish green weathered SHALE
'
-35 —
— -35
-40---40
NOTES:

Soil Boring: PZ-1 D
Project: Kidde Technologies, Inc.
Page 1 of 1
EIJSAFE
5724 Summer Trees Drive
Memphis TN 38134
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist: Kate Freeman
Completion Date: 6/2/2009 Northing: 734828.33
Drilling Method: Direct Push Technology Easting: 2308253.94
Drilling Contractor: Probe Technologies TOC Elevation (ft): 151.72
Well Diameter: 1-inch Surface Elevation (ft): 152.09
Well Screen (ft): 10 - 20 Total Depth (ft): 20
DEPTH BGS
ELEVATION
SYMBOLS
u,
o
u)
Lithologic Description
Unified Soil Classification System
Well
Construction
o—
—0
Concrete Pad
ML
Lithology taken from PZ-1 C Boring
Yellowish brown and black mottled clayey SILT; high
organic content; friable; dry
Bentonite-cement
grout
"
-5—
--5
1.
CL
Dark yellowish brown and gray mottled silty CLAY; firm;
moist
PVC sch 40
ML
Gray clayey sandy SILT; very firm; moist
Bentonite-Pellets
-10 —
— -10
ML
Yellowish brown sandy SILT; very firm
SM
Very pale brown and red mottled silty fine grained SAND;
loose; wet
SM
Yellow and gray mottled silty fine grained SAND; wet
Pack
SM
Very pale brown silty fine grained SAND, with yellow and
pink mottling; loose; wet
Sand
10-slot
-15 —
— -15
Screen
-20---20
-25---25
NOTES:

EJIISAFE
Soil Boring: PZ-2A
Project: Kidde Technologies, Inc.
5724 Summer Trees Drive
Memphis TN 38134
Page 1 of 1
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist: Kate Freeman
Completion Date: 6/3/2009
Drilling Method: Direct Push Technology
Drilling Contractor: Probe Technologies
Well Diameter: 1-inch
Well Screen (ft): 13 - 33
Northing:
Easting:
TOC Elevation (ft):
Surface Elevation (ft):
Total Depth (ft):
735127.34
2308200.66
153.31
153.46
34
DEPTH BGS
ELEVATION
J
0
m
2
cn
>-
0
u)
Lithologic Description
Unified Soil Classification System
Well
Construction
Black Silt, Clay, and Sand; highly organic between 3.8'
and 5' bgs; friable; dry
Gray clayey SILT with fine grained sand; friable; moist
Light brownish gray silty CLAY with fine grained sand;
very firm; moist
Light brownish gray medium grained SAND with some
fines; loose; moist
Light brownish gray CLAY with sand, with yellow and red
mottling; firm; moist
Gray sandy CLAY; firm; moist
Alternating yellow (2.5 YR 7/6) SAND and white (2.5 YR
8/1) CLAY lenses; lenses 0.01' to 0.03' in thickness;
White CLAY with yellow sand lamina
No Recovery
Appears to be slough
Dark greenish gray medium to coarse grained SAND
Dark greenish gray sandy CLAY; very soft; wet
Dark greenish gray CLAY; firm; moist
Refusal at 34' bgs at dark grayish green weathered
SHALE
NOTES:
4
1
Concrete Pad
Bentonite-cement
grout
PVC sch 40
Bentonite-Pellets
Sand Pack
Screen 10-slot

Soil Boring: PZ-2B
Project: Kidde Technologies, Inc.
Page 1 of 1
EIJSAFE
5724 Summer Trees Drive
Memphis TN 38134
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist: Kate Freeman
Completion Date: 6/3/2009 Northing: 735125.98
Drilling Method: Direct Push Technology Easting: 2308203.09
Drilling Contractor: Probe Technologies TOC Elevation (ft): 153.17
Well Diameter: 1-inch Surface Elevation (ft): 153.43
Well Screen (ft): 10 - 20 Total Depth (ft): 20
DEPTH BGS
ELEVATION
SYMBOLS
u,
o
u)
Lithologic Description
Unified Soil Classification System
Well
Construction
o—
—0
Concrete Pad
ML
Lithology taken from PZ-2A Boring
Black Silt, Clay, and Sand; highly organic between 3.8'
and 5' bgs; friable; dry
i
AA
Bentonite-cement
grout
-5---5
ML
Gray clayey SILT with fine grained sand; friable; moist
PVC sch 40
Bentonite-Pellets
��
rg/
CL
Light brownish gray silty CLAY with fine grained sand;
firm;
SP
very moist
j//
CL /
Light brownish gray medium grained SAND with some
Ifines; loose; moist
-10---10
CL
I Light brownish gray CLAY with sand, with yellow and red
mottling; firm; moist
4
Gray sandy CLAY; firm; moist
SC
Alternating yellow (2.5 YR 7/6) SAND and white (2.5 YR
8/1) CLAY lenses; lenses 0.01' to 0.03' in thickness;
Pack
-
-
/i'
CL
White CLAY with yellow sand lamina
.$ Sand
-15 —
— -15
None
No Recovery
:
is Screen 10-slot
-20---20
-25---25
NOTES:

Soil Boring: PZ-2C
Project: Kidde Technologies, Inc.
Page 1 of 1
ENSAFE
5724 Summer Trees Drive
Memphis TN 38134
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist: Kate Freeman
Completion Date: 6/3/2009 Northing: 735156.41
Drilling Method: Direct Push Technology Easting: 2308212.03
Drilling Contractor: Probe Technologies TOC Elevation (ft): 150.81
Well Diameter: 1-inch Surface Elevation (ft): 150.95
Well Screen (ft): 8 - 28 Total Depth (ft): 35
DEPTH BGS
ELEVATION
SYMBOLS
w
o
u)
Lithologic Description
Unified Soil Classification System
Well
Construction
—
—o
Concrete Pad
\Topsoil/
\ Black topsoil with roots; highly organic; dry /
ML
Gray sandy SILT; friable; moist
Bentonite-cement
CL
Gray with yellow mottling, fine to medium grained sandy
grout
5—_
CLAY; firm; moist
—
PVC sch 40
~� Bentonite-Pellets
Medium gray, medium to coarse grained sandy CLAY;
CL
firm; moist
/
ML
\ Medium gray silty CLAY, with occasional yellow mottling /
—
—
/
\ WAtgr§l+aSne grained sandy SILT; firm; moist I
-10
-10
SC
Gray interbedded CLAY and fine grained SAND; moist
-
-
CL
Interbedded pale brown CLAY and yellow sandy CLAY
-15---15
SM
Pale brown silty fine grained SAND; wet
Pack
--
Sand
Screen 10-slot
/ \
SC
Interbedded yellow SAND and pale brown CLAY
_
-20---20
SM
Pale brown silty fine grained SAND; loose; wet
-25 —
— -25
SP
Dark greenish gray coarse SAND
\
/
CL
Dark greenish gray CLAY with sand; soft; wet
_
-30 —
_
— -30
CH
Dark greenish gray CLAY; firm; moist
/ Shale \
Dark grayish green weathered SHALE
-35 —
— -35
-40---40
NOTES:

Soil Boring: PZ-2D
Project: Kidde Technologies, Inc.
Page 1 of 1
EIJSAFE
5724 Summer Trees Drive
Memphis TN 38134
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist: Kate Freeman
Completion Date: 6/3/2009 Northing: 735155.19
Drilling Method: Direct Push Technology Easting: 2308214.20
Drilling Contractor: Probe Technologies TOC Elevation (ft): 150.61
Well Diameter: 1-inch Surface Elevation (ft): 150.94
Well Screen (ft): 10 - 20 Total Depth (ft): 20
DEPTH BGS
ELEVATION
SYMBOLS
u,
o
u)
Lithologic Description
Unified Soil Classification System
Well
Construction
o—
—0
Concrete Pad
Topsoil
Lithology taken from PZ-2C Boring
/
\
i
lb
Black topsoil with roots; highly organic; dry
ML
Gray sandy SILT; friable; moist
r
CL
Gray fine to
Bentonite-cement
-5---5
with yellow mottling, medium grained sandy
CLAY; firm; moist
grout
PVC 40
Medium CLAY;
sch
gray, medium to coarse grained sandy
firm; moist
Bentonite-Pellets
/�✓
CL
/ Medium gray silty CLAY, with occasional yellow mottling
_
ML
Medium gray fine grained sandy SILT; firm; moist
to
SC
\ grades gray /
-10 —
— -10
/
Gray interbedded CLAY and fine grained SAND; moist
/
CL
Interbedded pale brown CLAY and yellow sandy CLAY
Pack
--
/
Sand
f
-15 —
— -15
SM
Pale brown silty fine grained SAND; wet
Screen 10-slot
//
SC
Interbedded yellow SAND and pale brown CLAY
-20---20
-25---25
NOTES:

Soil Boring: PZ-3A
Project: Kidde Technologies, Inc.
Page 1 of 1
ENSAFE
5724 Summer Trees Drive
Memphis TN 38134
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist: Kate Freeman
Completion Date: 6/3/2009 Northing: 735170.54
Drilling Method: Direct Push Technology Easting: 2307821.01
Drilling Contractor: Probe Technologies TOC Elevation (ft): 149.86
Well Diameter: 1-inch Surface Elevation (ft): 150.02
Well Screen (ft): 10 - 30 Total Depth (ft): 30
DEPTH BGS
ELEVATION
SYMBOLS
u,
0
u)
Lithologic Description
Unified Soil Classification System
Well
Construction
0--0
Concrete Pad
None
Dredge from ditch
1
n
Bentonite-cement
-
-5---5
-
Dark gray and yellow mottled silty sandy CLAY; firm;
moist
grout
.:
SC
Medium gray, clayey, medium to coarse grained SAND;
hard;
PVC sch 40
-
-
moist
-_
i Bentonite-Pellets
\
/ Medium and strong brown mottled, clayey, medium
-
-
X
SC
gray
to coarse grained SAND; hard; moist
10 —
— -10
/
CL
Gray CLAY with occasional yellow mottling and
occasional yellow silt layers; hard; moist
clay becoming near fat
yellow mottling and silt layers decreasing down column
/
SM \
/ Gray silty fine grained SAND \
-
-15---15
None
No Recovery
Sand Pack
--
-20 —
-25 —
— -20
— -25
2:
Screen 10-slot
-
SC
Dark greenish gray clayey SAND; very soft
Shale \
/ Dark grayish green weathered SHALE. Refusal. \
-30---30
11
-35 — — -35
NOTES:

Soil Boring: PZ-3B
Project: Kidde Technologies, Inc.
Page 1 of 1
EIVSAFE
5724 Summer Trees Drive
Memphis TN 38134
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist: Kate Freeman
Completion Date: 6/3/2009 Northing: 735168.37
Drilling Method: Direct Push Technology Easting: 2307819.78
Drilling Contractor: Probe Technologies TOC Elevation (ft): 149.88
Well Diameter: 1-inch Surface Elevation (ft): 150.02
Well Screen (ft): 10 - 20 Total Depth (ft): 20
DEPTH BGS
ELEVATION
SYMBOLS
u,
o
u)
Lithologic Description
Unified Soil Classification System
Well
Construction
0—
—0
Concrete Pad
None
Lithology taken from PZ-3A Boring
Dredge from ditch
i
AA
Bentonite-cement
-5---5
Dark gray and yellow mottled silty sandy CLAY; firm;
moist
grout
PVC 40
-
SC
Medium gray, clayey, medium to coarse grained SAND;
sch
_
/
hard; moist
m
Bentonite-Pellets
/
/ Medium brown
//
SC
gray and strong mottled, clayey, medium
to coarse grained SAND; hard; moist
-10 —
— -10
/
CL
Gray CLAY with occasional yellow mottling and
occasional yellow silt layers; hard; moist
clay becoming near fat
yellow mottling and silt layers decreasing down column
Pack
SM \
/ Gray silty fine grained SAND \
Sand
-15 —
— -15
None
No Recovery
is Screen 10-slot
-20---20
-25---25
NOTES:

Soil Boring: PZ-3C
Project: Kidde Technologies, Inc.
Page 1 of 1
ENSAFE
5724 Summer Trees Drive
Memphis TN 38134
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist: Kate Freeman
Completion Date: 6/23/2009 Northing: 735180.41
Drilling Method: Direct Push Technology Easting: 2307797.52
Drilling Contractor: Probe Technologies TOC Elevation (ft): 149.82
Well Diameter: 1-inch Surface Elevation (ft): 150.04
Well Screen (ft): 5 - 25 Total Depth (ft): 25.5
DEPTH BGS
ELEVATION
SYMBOLS
u,
o
u)
Lithologic Description
Unified Soil Classification System
Well
Construction
o--o
\Topsoil/
\ Black topsoil; highly organic /
:
5
5
/sand;
/C
/
grading with medium grained sand
'14Bentonite-Pellets
PVC sch 40
CH
Gray to strong brown CLAY; mottled; hard; moist
SM
Light gray silty SAND; wet
-10 —
— -10
SM
grading with interbedded sandy CLAY, sand, and clay;
\ light gray; wet /
_
--
Yellowish brown silty SAND, with clay; sand is loose; wet
Sand Pack
-15 —
-20 —
— -15
— -20
None
No Recovery
Still no recovery; driller believes in Yorktown Formation at
23' bgs. Some dark greenish gray coarse sandy CLAY
-rF
Screen 10-slot
/Shale \/
observed at bottom of sampler-
-25
-25
-
\ Refusal. Dark grayish green weathered SHALE /
-30 — — -30
NOTES:

Soil Boring: PZ-3D
Project: Kidde Technologies, Inc.
Page 1 of 1
EIJSAFE
5724 Summer Trees Drive
Memphis TN 38134
Client: United Technologies
Location: Wilson, NC
Purpose: Soil Boring
Geologist: Kate Freeman
Completion Date: 6/23/2009 Northing: 735182.46
Drilling Method: Direct Push Technology Easting: 2307798.87
Drilling Contractor: Probe Technologies TOC Elevation (ft): 149.72
Well Diameter: 1-inch Surface Elevation (ft): 150.02
Well Screen (ft): 10 - 20 Total Depth (ft): 20
DEPTH BGS
ELEVATION
SYMBOLS
u,
o
u)
Lithologic Description
Unified Soil Classification System
Well
Construction
o--o
Concrete Pad
Topsoil
/
Lithology taken from PZ-3C Boring
Black highly
/
topsoil; organic
//
/
CL
Gray to strong brown silty CLAY, with some fine grained
sand; mottled; very stiff; moist
Bentonite-cement
-5---5
/
grout
PVC 40
grading with medium grained sand
sch
Bentonite-Pellets
CH
Gray to strong brown CLAY; mottled; hard; moist
SM
Light gray silty SAND; wet
grading with interbedded sandy CLAY, sand, and clay;
-10 —
— -10
SM
\ light gray; wet /
Yellowish brown silty SAND, with clay; sand is loose; wet
Pack
Sand
f
-15 —
— -15
None
No Recovery
Screen 10-slot
-20---20
-25---25
NOTES:

APPENDIX 8-B
WELL CONSTRUCTION RECORDS

NON RESIDENTIAL
North Carolina Department of Environment and
WELL CONTRACTOR CERTIFICAT
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord NC 28027
City or Town
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) PZ-1 A
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation Other ❑ (list use)
DATE DRILLED 06-02-09
4. WELL LOCATION:
4200 Airport Drive. NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY Wilson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley dFlat ❑ Ridge ❑ Other
LATITUDE 35 ° 45 52.7000 " DMS OR 3x.xxxxxxxxx DD
LONGITUDE 77 ° 57 . 39.7000 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: IJGPS LTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4200 Airport Drive NW
Street Address
Wilson NO 27896
City or Town State Zip Code
Don Buckman
Contact Name
4200 Airport Drive NW
Mailing Address
Wilson NC 27896
City or Town State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 34 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO
c. WATER LEVEL Below Top of Casing: 6 5
(Use "+" if Above Top of Casing)
FT.
WELL CONSTRUCTION RECORD
Natural Resources- Division of Water Quality
ION # 2725-A
d. TOP OF CASING IS 0 FT. Above Land Surface"
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 6.5 Bottom 34 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
7. CASING: Depth Diameter Weight Material
Top 0 Bottom 14 Ft. 1" sch 40 PVC
Top Bottom Ft.
Top Bottom Ft.
8. GROUT: Depth Material Method
Top 0 Bottom 10 Ft. bent. grout gravity
Top 10 Bottom 12 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 14 Bottom 34 Ft. 1" in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 12 Bottom 34 Ft. #2 silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom Formation Description
/ See Geologist's Log
12. REMARKS:
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NON RESIDENTIAL
North Carolina Department of Environment and
WELL CONTRACTOR CERTIFICAT
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord
City or Town
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
NC 28027
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) PZ-1 B
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation Other ❑ (list use)
DATE DRILLED 06-02-09
4. WELL LOCATION:
4200 Airport Drive. NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY Wilson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley dFlat ❑ Ridge ❑ Other
LATITUDE 35 ° 45 52.7000 " DMS OR 3x.xxxxxxxxx DD
LONGITUDE 77 ° 57 . 39.7000 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: IJGPS LTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4200 Airport Drive NW
Street Address
Wilson NO 27896
City or Town State Zip Code
Don Buckman
Contact Name
4200 Airport Drive NW
Mailing Address
Wilson NC 27896
City or Town State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 20 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑
NO DI
c. WATER LEVEL Below Top of Casing: 6 5
(Use "+" if Above Top of Casing)
FT.
WELL CONSTRUCTION RECORD
Natural Resources- Division of Water Quality
ION # 2725-A
d. TOP OF CASING IS 0 FT. Above Land Surface"
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 6.5 Bottom 20 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
7. CASING: Depth Diameter Weight Material
Top 0 Bottom 10 Ft. 1" sch 40 PVC
Top Bottom Ft.
Top Bottom Ft.
8. GROUT: Depth Material Method
Top 0 Bottom 6 Ft. bent. grout gravity
Top 6 Bottom 8 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 10 Bottom 20 Ft. 1" in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 8 Bottom 20 Ft. #2 silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom Formation Description
/ See Geologist's Log
12. REMARKS:
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NON RESIDENTIAL
North Carolina Department of Environment and
WELL CONTRACTOR CERTIFICAT
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord NC 28027
City or Town
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) PZ-1 C
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation Other ❑ (list use)
DATE DRILLED 06-02-09
4. WELL LOCATION:
4200 Airport Drive. NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY WIISOn
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley dFlat ❑ Ridge ❑ Other
LATITUDE 35 ° 45 . 52.5000 " DMS OR 3x.xxxxxxxxx DD
LONGITUDE 77 ° 57 . 39.1000 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: VGPS LTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4200 Airport Drive NW
Street Address
Wilson NO 27896
City or Town State Zip Code
Don Buckman
Contact Name
4200 Airport Drive NW
Mailing Address
Wilson NC 27896
City or Town State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 34 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO Ni
c. WATER LEVEL Below Top of Casing: 6 FT.
(Use "+" if Above Top of Casing)
WELL CONSTRUCTION RECORD
Natural Resources- Division of Water Quality
ION # 2725-A
d. TOP OF CASING IS 0 FT. Above Land Surface"
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 6 Bottom 34 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
7. CASING: Depth Diameter Weight Material
Top 0 Bottom 9 Ft. 1" sch 40 PVC
Top Bottom Ft.
Top Bottom Ft.
8. GROUT: Depth Material Method
Top 0 Bottom 5 Ft. bent. grout gravity
Top 5 Bottom 7 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 9 Bottom 34 Ft. 1" in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 7 Bottom 34 Ft. #2 silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom Formation Description
/ See Geologist's Log
12. REMARKS:
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NON RESIDENTIAL
North Carolina Department of Environment and
WELL CONTRACTOR CERTIFICAT
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord
City or Town
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
NC 28027
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) PZ-1 D
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation Other ❑ (list use)
DATE DRILLED 06-02-09
4. WELL LOCATION:
4200 Airport Drive. NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY Wilson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley dFlat ❑ Ridge ❑ Other
LATITUDE 35 ° 45 . 52.5000 " DMS OR 3x.xxxxxxxxx DD
LONGITUDE 77 ° 57 . 39.1000 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: IJGPS LTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4200 Airport Drive NW
Street Address
Wilson NO 27896
City or Town State Zip Code
Don Buckman
Contact Name
4200 Airport Drive NW
Mailing Address
Wilson NC 27896
City or Town State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 20 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO Ni
c. WATER LEVEL Below Top of Casing: 6 FT.
(Use "+" if Above Top of Casing)
WELL CONSTRUCTION RECORD
Natural Resources- Division of Water Quality
ION # 2725-A
d. TOP OF CASING IS 0 FT. Above Land Surface"
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 6 Bottom 20 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
7. CASING:
Top 0
Top
Top
Depth
Bottom
Bottom
Bottom
Thickness/
Diameter Weight Material
10 Ft. 1" sch 40 PVC
Ft.
Ft.
8. GROUT: Depth Material Method
Top 0 Bottom 6 Ft. bent. grout gravity
Top 6 Bottom 8 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 10 Bottom 20 Ft. 1" in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 8 Bottom 20 Ft. #2 silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
12. REMARKS:
Formation Description
See Geologist's Log
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CERTIFIED WELL CONTRACTOR
DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NON RESIDENTIAL
North Carolina Department of Environment and
WELL CONTRACTOR CERTIFICAT
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord NC 28027
City or Town
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) PZ-2A
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation Other ❑ (list use)
DATE DRILLED 06-03-09
4. WELL LOCATION:
4200 Airport Drive. NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY Wilson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley dFlat ❑ Ridge ❑ Other
LATITUDE 35 ° 45 55.7000 " DMS OR 3x.xxxxxxxxx DD
LONGITUDE 77 ° 57 . 40.0000 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: IJGPS LTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4200 Airport Drive NW
Street Address
Wilson NO 27896
City or Town State Zip Code
Don Buckman
Contact Name
4200 Airport Drive NW
Mailing Address
Wilson NC 27896
City or Town State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 33 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO Ni
c. WATER LEVEL Below Top of Casing: 7 FT.
(Use "+" if Above Top of Casing)
WELL CONSTRUCTION RECORD
Natural Resources- Division of Water Quality
ION # 2725-A
d. TOP OF CASING IS 0 FT. Above Land Surface"
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 7 Bottom 33 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
7. CASING:
Top 0
Top
Top
Depth
Bottom
Bottom
Bottom
Thickness/
Diameter Weight Material
13 Ft. 1" sch 40 PVC
Ft.
Ft.
8. GROUT: Depth Material Method
Top 0 Bottom 9 Ft. bent. grout gravity
Top 9 Bottom 11 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 13 Bottom 33 Ft. 1" in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 11 Bottom 33 Ft. #2 silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
12. REMARKS:
Formation Description
See Geologist's Log
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CERTIFIED WELL CONTRACTOR
DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NON RESIDENTIAL
North Carolina Department of Environment and
WELL CONTRACTOR CERTIFICAT
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord
City or Town
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
NC 28027
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(ifapplicable) PZ-2B
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation Other ❑ (list use)
DATE DRILLED 06-03-09
4. WELL LOCATION:
4200 Airport Drive. NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY Wilson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley dFlat ❑ Ridge ❑ Other
LATITUDE 35 ° 45 55.7000 " DMS OR 3x.xxxxxxxxx DD
LONGITUDE 77 ° 57 . 40.0000 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: IJGPS LTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4200 Airport Drive NW
Street Address
Wilson NO 27896
City or Town State Zip Code
Don Buckman
Contact Name
4200 Airport Drive NW
Mailing Address
Wilson NC 27896
City or Town State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 20 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO Ni
c. WATER LEVEL Below Top of Casing: 7 FT.
(Use "+" if Above Top of Casing)
WELL CONSTRUCTION RECORD
Natural Resources- Division of Water Quality
ION # 2725-A
d. TOP OF CASING IS 0 FT. Above Land Surface"
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 7 Bottom 20 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
7. CASING:
Top 0
Top
Top
Depth
Bottom
Bottom
Bottom
Thickness/
Diameter Weight Material
10 Ft. 1" sch 40 PVC
Ft.
Ft.
8. GROUT: Depth Material Method
Top 0 Bottom 6 Ft. bent. grout gravity
Top 6 Bottom 8 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 10 Bottom 20 Ft. 1" in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 8 Bottom 20 Ft. #2 silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
12. REMARKS:
Formation Description
See Geologist's Log
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CERTIFIED WELL CONTRACTOR
DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NON RESIDENTIAL
North Carolina Department of Environment and
WELL CONTRACTOR CERTIFICAT
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord NC 28027
City or Town
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) PZ-2C
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation Other ❑ (list use)
DATE DRILLED 06-03-09
4. WELL LOCATION:
4200 Airport Drive. NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY WIISOn
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley dFlat ❑ Ridge ❑ Other
LATITUDE 35 ° 45 . 55.9000 " DMS OR 3x.xxxxxxxxx DD
LONGITUDE 77 ° 57 . 39.8000 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: VGPS LTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4200 Airport Drive NW
Street Address
Wilson NO 27896
City or Town State Zip Code
Don Buckman
Contact Name
4200 Airport Drive NW
Mailing Address
Wilson NC 27896
City or Town State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 28 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO Ni
c. WATER LEVEL Below Top of Casing: 6 FT.
(Use "+" if Above Top of Casing)
WELL CONSTRUCTION RECORD
Natural Resources- Division of Water Quality
ION # 2725-A
d. TOP OF CASING IS 0 FT. Above Land Surface"
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 6 Bottom 28 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
7. CASING: Depth Diameter Weight Material
Top 0 Bottom 8 Ft. 1"
Top Bottom Ft.
Top Bottom Ft.
sch 40 PVC
8. GROUT: Depth Material Method
Top 0 Bottom 4 Ft. bent. grout gravity
Top 4 Bottom 6 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 8 Bottom 28 Ft. 1" in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 6 Bottom 28 Ft. #2 silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom Formation Description
/ See Geologist's Log
12. REMARKS:
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NON RESIDENTIAL
North Carolina Department of Environment and
WELL CONTRACTOR CERTIFICAT
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord
City or Town
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
NC 28027
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(ifapplicable) PZ-2D
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation Other ❑ (list use)
DATE DRILLED 06-03-09
4. WELL LOCATION:
4200 Airport Drive. NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY Wilson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley dFlat ❑ Ridge ❑ Other
LATITUDE 35 ° 45 . 55.9000 " DMS OR 3x.xxxxxxxxx DD
LONGITUDE 77 ° 57 . 39.8000 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: IJGPS LTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4200 Airport Drive NW
Street Address
Wilson NO 27896
City or Town State Zip Code
Don Buckman
Contact Name
4200 Airport Drive NW
Mailing Address
Wilson NC 27896
City or Town State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 20 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO Ni
c. WATER LEVEL Below Top of Casing: 6 FT.
(Use "+" if Above Top of Casing)
WELL CONSTRUCTION RECORD
Natural Resources- Division of Water Quality
ION # 2725-A
d. TOP OF CASING IS 0 FT. Above Land Surface"
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 6 Bottom 20 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
Diameter Weight Material
7. CASING: Depth
Top 0 Bottom 10
Top Bottom
Top Bottom
Ft. 1"
Ft.
Ft.
sch 40 PVC
8. GROUT: Depth Material Method
Top 0 Bottom 6 Ft. bent. grout gravity
Top 6 Bottom 8 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 10 Bottom 20 Ft. 1" in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 8 Bottom 20 Ft. #2 silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
12. REMARKS:
Formation Description
See Geologist's Log
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CERTIFIED WELL CONTRACTOR
DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NON RESIDENTIAL
North Carolina Department of Environment and
WELL CONTRACTOR CERTIFICAT
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord
City or Town
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
NC 28027
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) PZ-3A
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation Other ❑ (list use)
DATE DRILLED 06-03-09
4. WELL LOCATION:
4200 Airport Drive. NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY Wilson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley dFlat ❑ Ridge ❑ Other
LATITUDE 35 ° 45 . 56.1000 " DMS OR 3x.xxxxxxxxx DD
LONGITUDE 77 ° 57 . 44.5000 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: IJGPS LTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4200 Airport Drive NW
Street Address
Wilson NO 27896
City or Town State Zip Code
Don Buckman
Contact Name
4200 Airport Drive NW
Mailing Address
Wilson NC 27896
City or Town State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 30 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO Ni
c. WATER LEVEL Below Top of Casing: 6 FT.
(Use "+" if Above Top of Casing)
WELL CONSTRUCTION RECORD
Natural Resources- Division of Water Quality
ION # 2725-A
d. TOP OF CASING IS 0 FT. Above Land Surface"
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 6 Bottom 30 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
7. CASING:
Top 0
Top
Top
Depth
Bottom
Bottom
Bottom
Thickness/
Diameter Weight Material
10 Ft. 1" sch 40 PVC
Ft.
Ft.
8. GROUT: Depth Material Method
Top 0 Bottom 6 Ft. bent. grout gravity
Top 6 Bottom 8 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 10 Bottom 30 Ft. 1" in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 8 Bottom 30 Ft. #2 silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
12. REMARKS:
Formation Description
See Geologist's Log
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CERTIFIED WELL CONTRACTOR
DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NON RESIDENTIAL
North Carolina Department of Environment and
WELL CONTRACTOR CERTIFICAT
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord
City or Town
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
NC 28027
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(ifapplicable) PZ-3B
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation Other ❑ (list use)
DATE DRILLED 06-03-09
4. WELL LOCATION:
4200 Airport Drive. NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY Wilson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley dFlat ❑ Ridge ❑ Other
LATITUDE 35 ° 45 . 56.1000 " DMS OR 3x.xxxxxxxxx DD
LONGITUDE 77 ° 57 . 44.5000 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: IJGPS LTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4200 Airport Drive NW
Street Address
Wilson NO 27896
City or Town State Zip Code
Don Buckman
Contact Name
4200 Airport Drive NW
Mailing Address
Wilson NC 27896
City or Town State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 20 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO Ni
c. WATER LEVEL Below Top of Casing: 6 FT.
(Use "+" if Above Top of Casing)
WELL CONSTRUCTION RECORD
Natural Resources- Division of Water Quality
ION # 2725-A
d. TOP OF CASING IS 0 FT. Above Land Surface"
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 6 Bottom 20 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
7. CASING:
Top 0
Top
Top
Depth
Bottom
Bottom
Bottom
Thickness/
Diameter Weight Material
10 Ft. 1" sch 40 PVC
Ft.
Ft.
8. GROUT: Depth Material Method
Top 0 Bottom 6 Ft. bent. grout gravity
Top 6 Bottom 8 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 10 Bottom 20 Ft. 1" in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 8 Bottom 20 Ft. #2 silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
12. REMARKS:
Formation Description
See Geologist's Log
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CERTIFIED WELL CONTRACTOR
DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NON RESIDENTIAL
North Carolina Department of Environment and
WELL CONSTRUCTION RECORD
Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICAT
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord
City or Town
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
NC 28027
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) MW-22
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation Other ❑ (list use)
DATE DRILLED 06-09-09
4. WELL LOCATION:
4200 Airport Drive. NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY Wilson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley dFlat ❑ Ridge ❑ Other
LATITUDE 35 ° 45 54.9000 " DMS OR 3x.xxxxxxxxx DD
LONGITUDE 77 ° 57 . 37.8000 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: Ij3PS LTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4200 Airport Drive NW
Street Address
Wilson NO 27896
City or Town State Zip Code
Don Buckman
Contact Name
4200 Airport Drive NW
Mailing Address
Wilson NC 27896
City or Town State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 35 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑
NO DI
c. WATER LEVEL Below Top of Casing: 8 5
(Use "+" if Above Top of Casing)
FT.
ION # 2725-A
d. TOP OF CASING IS 2.5 FT. Above Land Surface"
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 6 Bottom 35 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
Diameter Weight Material
7. CASING: Depth
Top 0 Bottom 10
Top Bottom
Top Bottom
Ft. 2"
Ft.
Ft.
sch 40 PVC
8. GROUT: Depth Material Method
Top 0 Bottom 6 Ft. neat cement gravity
Top 6 Bottom 8 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 10 Bottom 35 Ft. 2" in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 8 Bottom 35 Ft. #2 silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
12. REMARKS:
Formation Description
See Geologist's Log
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CERTIFIED WELL CONTRACTOR
DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NON RESIDENTIAL
North Carolina Department of Environment and
WELL CONSTRUCTION RECORD
Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICAT
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord NC 28027
City or Town
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(ifapplicable) MW-23
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation Other ❑ (list use)
DATE DRILLED 06-09-09
4. WELL LOCATION:
4200 Airport Drive. NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY WIISOn
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley dFlat ❑ Ridge ❑ Other
LATITUDE 35 ° 45 . 58.6000 " DMS OR 3x.xxxxxxxxx DD
LONGITUDE 77 ° 57 . 38.7000 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: VGPS LTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4200 Airport Drive NW
Street Address
Wilson NO 27896
City or Town State Zip Code
Don Buckman
Contact Name
4200 Airport Drive NW
Mailing Address
Wilson NC 27896
City or Town State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 29 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑
NO DI
c. WATER LEVEL Below Top of Casing: 8 5
(Use "+" if Above Top of Casing)
FT.
ION # 2725-A
d. TOP OF CASING IS 2.5 FT. Above Land Surface"
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 6 Bottom 29 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
7. CASING: Depth Diameter Weight Material
Top 0 Bottom 9 Ft. 2"
Top Bottom Ft.
Top Bottom Ft.
sch 40 PVC
8. GROUT: Depth Material Method
Top 0 Bottom 5 Ft. neat cement gravity
Top 5 Bottom 7 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 9 Bottom 29 Ft. 2" in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 7 Bottom 29 Ft. #2 silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom Formation Description
/ See Geologist's Log
12. REMARKS:
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NON RESIDENTIAL
North Carolina Department of Environment and
WELL CONSTRUCTION RECORD
Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICAT
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord
City or Town
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
NC 28027
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(ifapplicable) MW-26
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation Other ❑ (list use)
DATE DRILLED 06-1 0-09
4. WELL LOCATION:
4200 Airport Drive. NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY Wilson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley dFlat ❑ Ridge ❑ Other
LATITUDE 35 ° 45 . 53.0000 " DMS OR 3x.xxxxxxxxx DD
LONGITUDE 77 ° 57 . 36.8000 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: Ij3PS LTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4200 Airport Drive NW
Street Address
Wilson NO 27896
City or Town State Zip Code
Don Buckman
Contact Name
4200 Airport Drive NW
Mailing Address
Wilson NC 27896
City or Town State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 35 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO Ni
c. WATER LEVEL Below Top of Casing: 6 FT.
(Use "+" if Above Top of Casing)
ION # 2725-A
d. TOP OF CASING IS 0 FT. Above Land Surface"
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 6 Bottom 35 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
Diameter Weight Material
7. CASING: Depth
Top 0 Bottom 10
Top Bottom
Top Bottom
Ft. 2"
Ft.
Ft.
sch 40 PVC
8. GROUT: Depth Material Method
Top 0 Bottom 6 Ft. neat cement gravity
Top 6 Bottom 8 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 10 Bottom 35 Ft. 2" in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 8 Bottom 35 Ft. #2 silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
12. REMARKS:
Formation Description
See Geologist's Log
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CERTIFIED WELL CONTRACTOR
DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NON RESIDENTIAL
North Carolina Department of Environment and
WELL CONSTRUCTION RECORD
Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICAT
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord
City or Town
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
NC 28027
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) MW-27
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation Other ❑ (list use)
DATE DRILLED 06-1 0-09
4. WELL LOCATION:
4200 Airport Drive. NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY Wilson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley dFlat ❑ Ridge ❑ Other
LATITUDE 35 ° 45 52.7000 " DMS OR 3x.xxxxxxxxx DD
LONGITUDE 77 ° 57 . 38.7000 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: Ij3PS LTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4200 Airport Drive NW
Street Address
Wilson NO 27896
City or Town State Zip Code
Don Buckman
Contact Name
4200 Airport Drive NW
Mailing Address
Wilson NC 27896
City or Town State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 30 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO Ni
c. WATER LEVEL Below Top of Casing: 6 FT.
(Use "+" if Above Top of Casing)
ION # 2725-A
d. TOP OF CASING IS 0 FT. Above Land Surface"
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 6 Bottom 30 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
Diameter Weight Material
7. CASING: Depth
Top 0 Bottom 10
Top Bottom
Top Bottom
Ft. 2"
Ft.
Ft.
sch 40 PVC
8. GROUT: Depth Material Method
Top 0 Bottom 6 Ft. neat cement gravity
Top 6 Bottom 8 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 10 Bottom 30 Ft. 2" in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 8 Bottom 30 Ft. #2 silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
12. REMARKS:
Formation Description
See Geologist's Log
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CERTIFIED WELL CONTRACTOR
DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NON RESIDENTIAL
North Carolina Department of Environment and
WELL CONTRACTOR CERTIFICAT
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord
City or Town
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
NC 28027
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(ifapplicable) MW-24
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation Other ❑ (list use)
DATE DRILLED 06-23-09
4. WELL LOCATION:
4200 Airport Drive. NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY Wilson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley dFlat ❑ Ridge ❑ Other
LATITUDE 35 ° 45 55.4000 " DMS OR 3x.xxxxxxxxx DD
LONGITUDE 77 ° 57 . 45.3000 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: IJGPS LTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4200 Airport Drive NW
Street Address
Wilson NO 27896
City or Town State Zip Code
Don Buckman
Contact Name
4200 Airport Drive NW
Mailing Address
Wilson NC 27896
City or Town State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 28 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑
NO DI
c. WATER LEVEL Below Top of Casing: 8 5
(Use "+" if Above Top of Casing)
FT.
WELL CONSTRUCTION RECORD
Natural Resources- Division of Water Quality
ION # 2725-A
d. TOP OF CASING IS 2.5 FT. Above Land Surface"
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 6 Bottom 28 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
7. CASING: Depth Diameter Weight Material
Top 0 Bottom 13 Ft. 2"
Top Bottom Ft.
Top Bottom Ft.
sch 40 PVC
8. GROUT: Depth Material Method
Top 0 Bottom 8 Ft. neat cement gravity
Top 8 Bottom 11 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 13 Bottom 28 Ft. 2" in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 11 Bottom 28 Ft. #2 silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom Formation Description
/ See Geologist's Log
12. REMARKS:
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NON RESIDENTIAL
North Carolina Department of Environment and
WELL CONSTRUCTION RECORD
Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICAT
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord NC 28027
City or Town
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(ifapplicable) MW-25
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation Other ❑ (list use)
DATE DRILLED 06-23-09
4. WELL LOCATION:
4200 Airport Drive. NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY Wilson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley dFlat ❑ Ridge ❑ Other
LATITUDE 35 ° 45 55.4000 " DMS OR 3x.xxxxxxxxx DD
LONGITUDE 77 ° 57 . 45.3000 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: Ij3PS ElTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4200 Airport Drive NW
Street Address
Wilson NO 27896
City or Town State Zip Code
Don Buckman
Contact Name
4200 Airport Drive NW
Mailing Address
Wilson NC 27896
City or Town State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 32 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO
c. WATER LEVEL Below Top of Casing: 8 5
(Use "+" if Above Top of Casing)
FT.
ION # 2725-A
d. TOP OF CASING IS 2.5 FT. Above Land Surface"
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 6 Bottom 32 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
Diameter Weight Material
7. CASING: Depth
Top 0 Bottom 12
Top Bottom
Top Bottom
Ft. 2"
Ft.
Ft.
sch 40 PVC
8. GROUT: Depth Material Method
Top 0 Bottom 7 Ft. neat cement gravity
Top 7 Bottom 10 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 12 Bottom 32 Ft. 2" in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 10 Bottom 32 Ft. #2 silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
12. REMARKS:
Formation Description
See Geologist's Log
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CERTIFIED WELL CONTRACTOR
DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NON RESIDENTIAL
North Carolina Department of Environment and
WELL CONTRACTOR CERTIFICAT
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord
City or Town
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
NC 28027
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) PZ-3C
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation Other ❑ (list use)
DATE DRILLED 06-23-09
4. WELL LOCATION:
4200 Airport Drive. NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY Wilson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley dFlat ❑ Ridge ❑ Other
LATITUDE 35 ° 45 . 56.0000 " DMS OR 3x.xxxxxxxxx DD
LONGITUDE 77 ° 57 . 44.5000 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: IJGPS LTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4200 Airport Drive NW
Street Address
Wilson NO 27896
City or Town State Zip Code
Don Buckman
Contact Name
4200 Airport Drive NW
Mailing Address
Wilson NC 27896
City or Town State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 25.5 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO Ni
c. WATER LEVEL Below Top of Casing: 6 FT.
(Use "+" if Above Top of Casing)
WELL CONSTRUCTION RECORD
Natural Resources- Division of Water Quality
ION # 2725-A
d. TOP OF CASING IS 0 FT. Above Land Surface"
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 6 Bottom 25.5 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
7. CASING:
Top 0
Top
Top
Depth
Bottom
Bottom
Bottom
Thickness/
Diameter Weight Material
5.5 Ft. 1" sch 40 PVC
Ft.
Ft.
8. GROUT: Depth Material Method
Top 0 Bottom 1 Ft. bent. grout gravity
Top 1 Bottom 3 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 5.5 Bottom 25.5 Ft. 1" in. 0.010 in. PVC
Top Bottom
Top Bottom
Ft. in. in.
Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 3 Bottom 25.5 Ft. #2 silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
12. REMARKS:
Formation Description
See Geologist's Log
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CERTIFIED WELL CONTRACTOR
DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NON RESIDENTIAL
North Carolina Department of Environment and
WELL CONTRACTOR CERTIFICAT
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord
City or Town
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
NC 28027
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(ifapplicable) PZ-3D
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation Other ❑ (list use)
DATE DRILLED 06-23-09
4. WELL LOCATION:
4200 Airport Drive. NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY Wilson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley dFlat ❑ Ridge ❑ Other
LATITUDE 35 ° 45 . 56.0000 " DMS OR 3x.xxxxxxxxx DD
LONGITUDE 77 ° 57 . 44.5000 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: IJGPS LTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4200 Airport Drive NW
Street Address
Wilson NO 27896
City or Town State Zip Code
Don Buckman
Contact Name
4200 Airport Drive NW
Mailing Address
Wilson NC 27896
City or Town State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 20 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO Ni
c. WATER LEVEL Below Top of Casing: 6 FT.
(Use "+" if Above Top of Casing)
WELL CONSTRUCTION RECORD
Natural Resources- Division of Water Quality
ION # 2725-A
d. TOP OF CASING IS 0 FT. Above Land Surface"
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 6 Bottom 20 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
Diameter Weight Material
7. CASING: Depth
Top 0 Bottom 10
Top Bottom
Top Bottom
Ft. 1"
Ft.
Ft.
sch 40 PVC
8. GROUT: Depth Material Method
Top 0 Bottom 6 Ft. bent. grout gravity
Top 6 Bottom 8 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 10 Bottom 20 Ft. 1" in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 8 Bottom 20 Ft. #2 silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
12. REMARKS:
Formation Description
See Geologist's Log
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CERTIFIED WELL CONTRACTOR
DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NON RESIDENTIAL
North Carolina Department of Environment and
WELL CONTRACTOR CERTIFICAT
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord NC 28027
City or Town
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) MW-29
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation Other ❑ (list use)
DATE DRILLED 12-08-09
4. WELL LOCATION:
4200 Airport Dr.. NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY Wilson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley dFlat ❑ Ridge ❑ Other
LATITUDE 35 ° 45 . 54.6000 " DMS OR 3x.xxxxxxxxx DD
LONGITUDE 77 ° 57 . 39.2000 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: IJGPS LTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4200 Airport Dr NW
Street Address
Wilson NO 27896
City or Town State Zip Code
Don Buckman
Contact Name
4200 Airport Dr NW
Mailing Address
Wilson NC 27896
City or Town State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 34 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO Ni
c. WATER LEVEL Below Top of Casing: —8 FT.
(Use "+" if Above Top of Casing)
WELL CONSTRUCTION RECORD
Natural Resources- Division of Water Quality
ION # 2725-A
d. TOP OF CASING IS 2.5 FT. Above Land Surface"
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 19 Bottom 34 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
7. CASING: Depth Diameter Weight Material
Top +2.5 Bottom 19 Ft. 2"
Top Bottom Ft.
Top Bottom Ft.
Sch40 PVC
8. GROUT: Depth Material Method
Top 0 Bottom 14 Ft. neat cement gravity
Top 14 Bottom 17 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 19 Bottom 34 Ft. 2" in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 17 Bottom 34 Ft. #2 silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom Formation Description
/ See Geologist's Log
12. REMARKS:
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NON RESIDENTIAL
North Carolina Department of Environment and
WELL CONTRACTOR CERTIFICAT
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord NC 28027
City or Town
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) MW-30
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation Other ❑ (list use)
DATE DRILLED 12-08-09
4. WELL LOCATION:
4200 Airport Dr.. NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY Wilson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley dFlat ❑ Ridge ❑ Other
LATITUDE 35 ° 45 54.7500 " DMS OR 3x.xxxxxxxxx DD
LONGITUDE 77 ° 57 . 41.7600 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: IJGPS LTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4200 Airport Dr NW
Street Address
Wilson NO 27896
City or Town State Zip Code
Don Buckman
Contact Name
4200 Airport Dr NW
Mailing Address
Wilson NC 27896
City or Town State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 30 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO Ni
c. WATER LEVEL Below Top of Casing: —5 FT.
(Use "+" if Above Top of Casing)
WELL CONSTRUCTION RECORD
Natural Resources- Division of Water Quality
ION # 2725-A
d. TOP OF CASING IS 2.5 FT. Above Land Surface"
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 15 Bottom 30 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
Diameter Weight Material
7. CASING: Depth
Top +2.5 Bottom 15
Top Bottom
Top Bottom
Ft. 2"
Ft.
Ft.
Sch40 PVC
8. GROUT: Depth Material Method
Top 0 Bottom 10 Ft. neat cement gravity
Top 10 Bottom 13 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 15 Bottom 30 Ft. 2" in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 13 Bottom 30 Ft. #2 silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
12. REMARKS:
Formation Description
See Geologist's Log
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CERTIFIED WELL CONTRACTOR
DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NON RESIDENTIAL
North Carolina Department of Environment and
WELL CONTRACTOR CERTIFICAT
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord
City or Town
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
NC 28027
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(ifapplicable) MW-31
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation Other ❑ (list use)
DATE DRILLED 12-08-09
4. WELL LOCATION:
4200 Airport Dr.. NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY Wilson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley dFlat ❑ Ridge ❑ Other
LATITUDE 35 ° 45 54.5500 " DMS OR 3x.xxxxxxxxx DD
LONGITUDE 77 ° 57 . 42.6000 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: IJGPS LTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4200 Airport Dr NW
Street Address
Wilson NO 27896
City or Town State Zip Code
Don Buckman
Contact Name
4200 Airport Dr NW
Mailing Address
Wilson NC 27896
City or Town State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 30 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO Ni
c. WATER LEVEL Below Top of Casing: —5 FT.
(Use "+" if Above Top of Casing)
WELL CONSTRUCTION RECORD
Natural Resources- Division of Water Quality
ION # 2725-A
d. TOP OF CASING IS 2.5 FT. Above Land Surface"
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 15 Bottom 30 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
Diameter Weight Material
7. CASING: Depth
Top +2.5 Bottom 15
Top Bottom
Top Bottom
Ft. 2"
Ft.
Ft.
Sch40 PVC
8. GROUT: Depth Material Method
Top 0 Bottom 9 Ft. neat cement gravity
Top 9 Bottom 12 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 15 Bottom 30 Ft. 2" in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 12 Bottom 30 Ft. #2 silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
12. REMARKS:
Formation Description
See Geologist's Log
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CERTIFIED WELL CONTRACTOR
DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NON RESIDENTIAL
North Carolina Department of Environment and
WELL CONTRACTOR CERTIFICAT
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord NC 28027
City or Town
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) MW-37
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation Other ❑ (list use)
DATE DRILLED 12-08-09
4. WELL LOCATION:
4200 Airport Dr.. NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY WIISOn
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley dFlat ❑ Ridge ❑ Other
LATITUDE 35 ° 45 . 51.6100 " DMS OR 3x.xxxxxxxxx DD
LONGITUDE 77 ° 57 . 42.3400 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: VGPS LTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4200 Airport Dr NW
Street Address
Wilson NO 27896
City or Town State Zip Code
Don Buckman
Contact Name
4200 Airport Dr NW
Mailing Address
Wilson NC 27896
City or Town State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 34 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO Ni
c. WATER LEVEL Below Top of Casing: —8 FT.
(Use "+" if Above Top of Casing)
WELL CONSTRUCTION RECORD
Natural Resources- Division of Water Quality
ION # 2725-A
d. TOP OF CASING IS 0 FT. Above Land Surface"
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 19 Bottom 34 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
7. CASING: Depth Diameter Weight Material
Top 0 Bottom 19 Ft. 3/4" Sch40 PVC
Top Bottom Ft.
Top Bottom Ft.
8. GROUT: Depth Material Method
Top 0 Bottom 1 Ft. concrete gravity
Top 1 Bottom 17 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 19 Bottom 34 Ft. 3/4" in. 0.010 in. prepacked
Top Bottom Ft. in. in. PVC
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 17 Bottom 34 Ft. #2 silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom Formation Description
/ See Geologist's Log
12. REMARKS:
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NON RESIDENTIAL
North Carolina Department of Environment and
WELL CONTRACTOR CERTIFICAT
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord NC 28027
City or Town
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) MW-28
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation Other ❑ (list use)
DATE DRILLED 12-09-09
4. WELL LOCATION:
4200 Airport Dr.. NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY Wilson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley dFlat ❑ Ridge ❑ Other
LATITUDE 35 ° 45 51.0000 " DMS OR 3x.xxxxxxxxx DD
LONGITUDE 77 ° 57 . 4o.s000 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: IJGPS LTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4200 Airport Dr NW
Street Address
Wilson NO 27896
City or Town State Zip Code
Don Buckman
Contact Name
4200 Airport Dr NW
Mailing Address
Wilson NC 27896
City or Town State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 34 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO Ni
c. WATER LEVEL Below Top of Casing: —8 FT.
(Use "+" if Above Top of Casing)
WELL CONSTRUCTION RECORD
Natural Resources- Division of Water Quality
ION # 2725-A
d. TOP OF CASING IS 0 FT. Above Land Surface"
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 19 Bottom 34 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
7. CASING: Depth Diameter Weight Material
Top 0 Bottom 19 Ft. 2"
Top Bottom Ft.
Top Bottom Ft.
Sch40 PVC
8. GROUT: Depth Material Method
Top 0 Bottom 13 Ft. neat cement gravity
Top 13 Bottom 16 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 19 Bottom 34 Ft. 2" in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 16 Bottom 34 Ft. #2 silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
12. REMARKS:
Formation Description
See Geologist's Log
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CERTIFIED WELL CONTRACTOR
DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NON RESIDENTIAL
North Carolina Department of Environment and
WELL CONTRACTOR CERTIFICAT
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord NC 28027
City or Town
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) MW-35
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation Other ❑ (list use)
DATE DRILLED 12-09-09
4. WELL LOCATION:
4200 Airport Dr.. NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY Wilson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley dFlat ❑ Ridge ❑ Other
LATITUDE 35 ° 45 57.9000 " DMS OR 3x.xxxxxxxxx DD
LONGITUDE 77 ° 57 . 44.4000 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: IJGPS LTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4200 Airport Dr NW
Street Address
Wilson NO 27896
City or Town State Zip Code
Don Buckman
Contact Name
4200 Airport Dr NW
Mailing Address
Wilson NC 27896
City or Town State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 30 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO Ni
c. WATER LEVEL Below Top of Casing: ^-9 FT.
(Use "+" if Above Top of Casing)
WELL CONSTRUCTION RECORD
Natural Resources- Division of Water Quality
ION # 2725-A
d. TOP OF CASING IS 2.5 FT. Above Land Surface"
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 15 Bottom 30 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
Diameter Weight Material
7. CASING: Depth
Top +2.5 Bottom 15
Top Bottom
Top Bottom
Ft. 2"
Ft.
Ft.
Sch40 PVC
8. GROUT: Depth Material Method
Top 0 Bottom 10 Ft. neat cement gravity
Top 10 Bottom 13 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 15 Bottom 30 Ft. 2" in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 13 Bottom 30 Ft. #2 silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
12. REMARKS:
Formation Description
See Geologist's Log
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CERTIFIED WELL CONTRACTOR
DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NON RESIDENTIAL
North Carolina Department of Environment and
WELL CONTRACTOR CERTIFICAT
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord NC 28027
City or Town
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) MW-36
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation Other ❑ (list use)
DATE DRILLED 12-09-09
4. WELL LOCATION:
4200 Airport Dr.. NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY Wilson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley dFlat ❑ Ridge ❑ Other
LATITUDE 35 ° 45 55.2000 " DMS OR 3x.xxxxxxxxx DD
LONGITUDE 77 ° 57 . 38.8000 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: IJGPS LTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4200 Airport Dr NW
Street Address
Wilson NO 27896
City or Town State Zip Code
Don Buckman
Contact Name
4200 Airport Dr NW
Mailing Address
Wilson NC 27896
City or Town State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 31 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO Ni
c. WATER LEVEL Below Top of Casing: ^-9 FT.
(Use "+" if Above Top of Casing)
WELL CONSTRUCTION RECORD
Natural Resources- Division of Water Quality
ION # 2725-A
d. TOP OF CASING IS 2.5 FT. Above Land Surface"
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 16 Bottom 31 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
7. CASING: Depth Diameter Weight Material
Top +2.5 Bottom 16 Ft. 2"
Top Bottom Ft.
Top Bottom Ft.
Sch40 PVC
8. GROUT: Depth Material Method
Top 0 Bottom 11 Ft. neat cement gravity
Top 11 Bottom 14 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 16 Bottom 31 Ft. 2" in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 14 Bottom 31 Ft. #2 silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom Formation Description
/ See Geologist's Log
12. REMARKS:
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NON RESIDENTIAL
North Carolina Department of Environment and
WELL CONTRACTOR CERTIFICAT
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord NC 28027
City or Town
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) MW-32
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation Other ❑ (list use)
DATE DRILLED 12-1 0-09
4. WELL LOCATION:
4200 Airport Dr.. NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY Wilson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley dFlat ❑ Ridge ❑ Other
LATITUDE 35 ° 45 . 54.8000 " DMS OR 3x.xxxxxxxxx DD
LONGITUDE 77 ° 57 . 46.7000 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: IJGPS LTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4200 Airport Dr NW
Street Address
Wilson NO 27896
City or Town State Zip Code
Don Buckman
Contact Name
4200 Airport Dr NW
Mailing Address
Wilson NC 27896
City or Town State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 28 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO Ni
c. WATER LEVEL Below Top of Casing: ^-7 FT.
(Use "+" if Above Top of Casing)
WELL CONSTRUCTION RECORD
Natural Resources- Division of Water Quality
ION # 2725-A
d. TOP OF CASING IS 2.5 FT. Above Land Surface"
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 18 Bottom 28 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
Diameter Weight Material
7. CASING: Depth
Top +2.5 Bottom 18
Top Bottom
Top Bottom
Ft. 2"
Ft.
Ft.
Sch40 PVC
8. GROUT: Depth Material Method
Top 0 Bottom 13 Ft. neat cement gravity
Top 13 Bottom 16 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 18 Bottom 28 Ft. 2" in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 16 Bottom 28 Ft. #2 silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
12. REMARKS:
Formation Description
See Geologist's Log
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CERTIFIED WELL CONTRACTOR
DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NON RESIDENTIAL
North Carolina Department of Environment and
WELL CONTRACTOR CERTIFICAT
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord
City or Town
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
NC 28027
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) MW-34
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation Other ❑ (list use)
DATE DRILLED 12-1 0-09
4. WELL LOCATION:
4200 Airport Dr.. NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY Wilson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley dFlat ❑ Ridge ❑ Other
LATITUDE 35 ° 45 57.8000 " DMS OR 3x.xxxxxxxxx DD
LONGITUDE 77 ° 57 . 46.4000 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: IJGPS LTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4200 Airport Dr NW
Street Address
Wilson NO 27896
City or Town State Zip Code
Don Buckman
Contact Name
4200 Airport Dr NW
Mailing Address
Wilson NC 27896
City or Town State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 23 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO Ni
c. WATER LEVEL Below Top of Casing: ^-7 FT.
(Use "+" if Above Top of Casing)
WELL CONSTRUCTION RECORD
Natural Resources- Division of Water Quality
ION # 2725-A
d. TOP OF CASING IS 2.5 FT. Above Land Surface"
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 13 Bottom 23 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
7. CASING: Depth Diameter Weight Material
Top +2.5 Bottom 13 Ft. 2"
Top Bottom Ft.
Top Bottom Ft.
Sch40 PVC
8. GROUT: Depth Material Method
Top 0 Bottom 8 Ft. neat cement gravity
Top 8 Bottom 11 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 13 Bottom 23 Ft. 2" in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 11 Bottom 23 Ft. #2 silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom Formation Description
/ See Geologist's Log
12. REMARKS:
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NON RESIDENTIAL
North Carolina Department of Environment and
WELL CONTRACTOR CERTIFICAT
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord
City or Town
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
NC 28027
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) MW-33
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation Other ❑ (list use)
DATE DRILLED 1 2-1 1 -09
4. WELL LOCATION:
4200 Airport Dr.. NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY Wilson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley dFlat ❑ Ridge ❑ Other
LATITUDE 35 ° 45 . 55.6000 " DMS OR 3x.xxxxxxxxx DD
LONGITUDE 77 ° 57 . 45.4000 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: IJGPS LTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4200 Airport Dr NW
Street Address
Wilson NO 27896
City or Town State Zip Code
Don Buckman
Contact Name
4200 Airport Dr NW
Mailing Address
Wilson NC 27896
City or Town State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 22 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO Ni
c. WATER LEVEL Below Top of Casing: ^-7 FT.
(Use "+" if Above Top of Casing)
WELL CONSTRUCTION RECORD
Natural Resources- Division of Water Quality
ION # 2725-A
d. TOP OF CASING IS 2.5 FT. Above Land Surface"
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 12 Bottom 22 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
Diameter Weight Material
7. CASING: Depth
Top +2.5 Bottom 12
Top Bottom
Top Bottom
Ft. 2"
Ft.
Ft.
Sch40 PVC
8. GROUT: Depth Material Method
Top 0 Bottom 7 Ft. neat cement gravity
Top 7 Bottom 10 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 12 Bottom 22 Ft. 2" in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 10 Bottom 22 Ft. #2 silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
12. REMARKS:
Formation Description
See Geologist's Log
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CERTIFIED WELL CONTRACTOR
DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2725-A
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord NC 28027
City or Town State Zip Code
( 704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(If applicable) MW-20
3. WELL USE (Check One Box) Monitoring CI Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection n
Irrigation❑ Other 0 (list use)
DATE DRILLED 02-14-08
4. WELL LOCATION:
4200 Airport Drive NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY Wilson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley 'tat ❑ Ridge ❑ Other
LATITUDE 35 ° 45 ' 57.9Q00 "DMS OR 3X.xxXXXxXXX DD
LONGITUDE 77 ^ 57 43.3200 " DMS OR 7X.XxXXXXXXx DD
Latitude/longitude source: Q 3PS ❑Topographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4200 Airport Drive NW
Street Address
Wilson NC 27896
City or Town State Zip Code
Don Buckman
Contact Name
4200 Airport Drive NW
Mailing Address
Wilson NC 27896
City or Town State Zip Code
(�)
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 30 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO G1I
c. WATER LEVEL Below Top of Casing: 6 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING 1S 2.5 FT. Above Land Surface`
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type nOnP.
Amount N/A
g. WATER ZONES (depth):
Top 6 Bottom 30 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
7. CASING: Depth Diameter Weight Material
Top +2.5 Bottom 10 Ft. 2" Sch40 PVC
Top Bottom Ft.
Top Bottom Ft.
B. GROUT: Depth Material
Top 0 Bottom 5 Ft. port!. cement
Top 5 Bottom 8 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth Diameter
Method
gravity
Slot Size Material
Top 10 Bottom 30 Ft. 2" in. 0.010in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 8 Bottom 30 Ft. #2 silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom Formation Description
See Geologist's Log
12. REMARKS:
I DO HEREBY CERTIFY THAT THINS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
3-3 -AI
SIGNATURE OF CE IFIED WELL CONTRACTOR DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2725-A
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology. Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord
City or Town
(704 ) 933-5538
NC 28027
State Zap Code
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
OTHER ASSOCIATED PERMIT#(it applicable)
SITE WELL ID Nifapplicable) MW-15
3. WELL USE (Check One Box) Monitoring I1 Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ injection 0
Irrigation❑ Other 0 (list use)
DATE DRILLED 06-03-08
4. WELL LOCATION:
4200 Airport Drive NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY Wilson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑Slope ❑ Valley (Flat ❑ Ridge ❑Other
LATITUDE
LONGITUDE 77
35 -4s ' 51.5300 • DMS OR 3X.XXX000(XXX DD
57 41.8900 DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: UPS [Qropographic reap
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4200 Airport Drive NW
Street Address
Wilson NC 2Z896
City or Town State Zip Code
Don Buckman
Contact Name
4700 Airport Drive NW
Mailing Address
Wilson NC 27896
City or Town State Zip Code
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 33 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO qI
c. WATER LEVEL Below Top of Casing: 5 FT.
(Use "+- if Above Top of Casing)
d. TOP OF CASING IS 0 FT. Above Land Surface*
*Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none
g. WATER ZONES (depth):
Top 13 Bottom 33 Top
Top Bottom Top
Top Bottom Top
7. CASING: Depth
Top 0 Bottom 13
Top Bottom Ft.
Top Bottom Ft.
Amount N/A
Bottom
Bottom
Bottom
Thickness/
Diameter Weight Material
Ft. 2" Sch40 PVC
8. GROUT: Depth
Top 0 Bottom 9
Top 9 Bottom 11
Top Bottom Ft.
9. SCREEN: Depth
Material
Ft. port. cement
Method
gravity
Ft. bentonite gravity
Diameter Slot Size Material
Top 13 Bottom 33 Ft. 2" in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size
Top 11 Bottom 33 Ft. #2
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
12. REMARKS:
Material
silica sand
Formation Description
See Geologist's Log
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED :N ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER. I Lk, ��� 6.zS-60
OF CERTI�D WELL CONTRACTOR DATE
NATURE
G SI
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mali Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2725-A
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord NC 28027
City or Town
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
State Zip Code
OTHER ASSOCIATED PERMIT#(rf applicable)
SITE WELL ID #Qf applicable) MW-16
3. WELL USE (Check One Box) Monitoring Eti Municipal/Public 0
Industrial/Commercial 0 Agricultural 0 Recovery 0 injection n
Irrigation° Other 0 (list use)
DATE DRILLED 02-16-08
4. WELL LOCATION:
4200 Airport Drive NW 27896
(Street Name, Numbers, Community, Subdivision, Lat No., Parcel, Zip Code)
CITY: Wilson cowry Wilson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑Slope ❑Valley elat ❑Ridge ❑Other
LATITUDE 35 ° 45 . 53.4600 ^ DMS OR 3x.xxxxxxxxx DD
LONGITUDE 77 ° 57 47.4000 " DMS OR 7x.xxxxxxxxx DD
Latitude/longitude source: BPS [Topographic map
(location of well must be shown an a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4700 Airport Drive NW
Street Address
Wilson _... NC 27896
City or Town State Zip Code
Don Buckman
Contact Name
4900 Airport Drive. NW
Mailing Address
Wilson
City or Town
NC 77A96
State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 34 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO Pat
c. WATER LEVEL Below Top of Casing: 1 1 FT.
(Use .+• if Above Top of Casing)
d. TOP OF CASING IS 2,5 FT. Above Land Surface
*Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none
g. WATER ZONES (depth):
Top 14 Bottom 34 Top Bottom
Top Bottom Top Bottom
Top Bottom Top . Bottom
Thickness/
7. CASING: Depth Diameter Weight Material
Top +2.5 Bottom 14 Ft. 2" Sch40 PVC
Top Bottom Ft.
Top Bottom Ft.
8. GROUT: Depth
Top 0 Bottom 9
Top 9 Bottom 12
Top Bottom Ft.
9. SCREEN: Depth
Top 14 Bottom 34
Top Bottom
Top Bottom
10. SAND/GRAVEL PACK:
Depth
Top 12 Bottom 34
Top Bottom
Top Bottom
11. DRILLING LOG
Top Bottom
/
/
/
/
12. REMARKS:
Amount N/A
Material
Ft ports_ cement
Method
gravity
Ft. bentonite gravity
Diameter Slot Size Material
Ft. 2" in. 0.010 in. PVC
Ft. in. in.
Ft. in. in.
Size Material
FL #2 silica sand
FL
Ft.
Formation Description
See Geologist's Log
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CHRTIRED WELL CONTRACTOR
3.7-.a
DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Fomi GW-lb
Rev. 2/09

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2725-A
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord NC 28027
City or Town State Zip Code
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
OTHER ASSOCIATED PERMIT#(rf applicable)
SITE WELL ID #(if applicable) MW-17
3. WELL USE (Check One Box) Monitoring DI Municipal/Public 0
Industrial/Commercial 0 Agricultural 0 Recovery 0 injection 0
Irrigations Other ❑ (list use)
DATE DRILLED 02-16-08
4. WELL LOCATION:
4200 Airport Drive NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
crrv: Wilson couwTY Wilson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑Slope ❑Valley grFlat 0Ridge pother
LATITUDE 35
° 45 • 57.0600 " DMS OR 3X.xxxxXXXXX DD
LONGITUDE 77 ° 57 ' 43.8600 " DMS OR 7X.XXXXXXXxX DD
Latitude/longitude source: VOPS ❑Topographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility 1D# (if applicable)
4200 Airport Drive NW
Street Address
Wilson NC: 27896
City or Town State Zip Code
Don Buckman
Contact Name
4200 Airport Drive NW
Mailing Address
Wilson NC 278961
City or Town State Zip Code
(. )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 27 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO Pi
c. WATER LEVEL Below Top of Casing: 7 FT.
(Use "+" if Above Top of Casing)
U. TOP OF CASING IS 2.5 FT. Above Land Surface*
*Top of casing terminated al/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 7 Bottom 27 Top
Top Bottom Top
Top Bottom Top
7. CASING: Depth
Top +2,5 Bottom 7
Top Bottom
Top Bottom
Bottom
Bottom
Bottom
Thickness!
Diameter Weight Material
Ft. 2" Sch40 PVC
Ft.
Ft.
8. GROUT: Depth Material
Top 0 Bottom 2 Ft. portl. cement
Top 2 Bottom 5 Ft. bentonite
Top Bottom Ft.
Method
gravity
gravity
9. SCREEN: Depth Diameter Slot Size Material
Top 7 Bottom 27 Ft, 2" in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth
Top 5 Bottom
Top
Top
Bottom
Bottom
Size Material
27 Ft. #2 silica sand
Ft.
Ft.
11. DRILLING LOG
Top Bottom Formation Description
1 See Geologists Log
1
1
1
12. REMARKS:
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER,
AL. r 3.3-06
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2109

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2725 A
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology. Inc
Well Contractor Company Name
4537 Orphanacae Rd
Street Address
Concord NC 28027
City or Town State Zip Code
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
OTHER ASSOCIATED PERMIT#(it applicable)
SITE WELL ID #(if applicable) MW-18
3. WELL USE (Check One Box) Monitoring II Municipal/Public 0
Industrial/Commercial D Agricultural 0 Recovery I✓i Injection 0
Irrigation ❑ Other p (list use)
DATE DRILLED 02-17-08
4. WELL LOCATION:
4200 Airport Drive NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY Wilson
TOPOGRAPHIC 1 LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley atlat ❑ Ridge ❑ Other
LATITUDE 35 ° 45 58.4400 "DMS OR 3X.XXXXXXXXX DO
LONGITUDE 77 ° 57 ' 47.7000 " DMS OR 7X.XXXXXXXXX DD
Latitudellongitude source: I,3'PS OTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aerospace
Facility Name Facility ID# (if applicable)
4700 Airoort Drive NW
Street Address
Wilson NC 27896
City or Town State Zip Code
Don Buckman
Contact Name
4200 Airport Drive NW
Mailing Address
Wilson AC 27896
City or Town State Zip Code
L--)
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 28 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO qI
c. WATER LEVEL Below Top of Casing: 8 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 2.5 FT. Above Land Surface'
*Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Arnount N/A
g. WATER ZONES (depth):
Top 8 Bottom 28 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
Diameter Weight Material
8 Ft. 2" Sch40 PVC
Ft.
Ft.
7. CASING: Depth
Top +2.5 Bottom
Top Bottom
Top Bottom
8. GROUT: Depth Material
Top 0 Bottom 3 Ft. portl. cement
Top 3 Bottom 6 Ft. bentonite gravity
Top Bottom Ft.
Method
gravity
9. SCREEN: Depth Diameter Slot Size Material
Top 8 Bottom 28 Ft. 2" in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth
Top 6 Bottom 28
Top Bottom
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
/
/
/
/
/
12. REMARKS:
Size Material
Ft. #2 silica sand
Ft.
Formation Description
See Geoioaists Log
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
AisoLL
SIGNATURE OF CERTIFIED WELL CONTRACTOR
a1
DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mall Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2725-A
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technoloav, Inc
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord NC 28027
City or Town State Zip Code
(704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
OTHER ASSOCIATED PERMIT/MI applicable)
SITE WELL ID #(ifappiicable) MW-19
3. WELL USE (Check One Box) Monitoring fi Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection
IrrigationD Other ❑ (list use)
DATE DRILLED 02-15-08
4. WELL LOCATION:
4200 Airport Drive NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY Wilson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley J'Flat ❑ Ridge ❑ Other
LATITUDE 35 ° 45 59.7000 "DMS OR 3X.XXXXXXXXX DD
LONGITUDE 77 ° 57 ' 49.0600 " DMS OR 7X.XXXXXXXXX DD
Latitude/longitude source: BPS ['Topographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aernsnace
Facility Name Facility ID# (if applicable)
4200 Airoort Drive NW
Street Address
Wjlson NC 27896
City or Town State Zip Code
Don Buckman
Contact Name
4700 Airnnrt Drive NW
Mailing Address
Wilson NC 27896
City or Town State Zip Code
L)
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 28 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO q/
c. WATER LEVEL Below Top of Casing: 7 FT.
(Use "+- if Above Top of Casing)
d. TOP OF CASING IS 2 5 FT. Above Land Surface"
'Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount
g. WATER ZONES (depth):
Top 7 Bottom 28 Top
Top Bottom Top
Top Bottom Top
N/A
Bottom
Bottom
Bottom
Thickness!
7. CASING: Depth Diameter Weight Material
Top +2.5 Bottom 8 Ft. 2" Sch40 PVC
Top Bottom Ft.
Top Bottom Ft.
8. GROUT: Depth Material Method
Top 0 Bottom 3 Ft. port!. cement gravity
Top 3 Bottom 6 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth
Top 8 Bottom 28
Top Bottom
Top Bottom
Diameter Slot Size
Ft. 2" in. 0.O10in.
Ft. in. in.
Ft. in. in.
Material
PVC
10. SAND/GRAVEL PACK:
Depth
Top 6 Bottom
Top Bottom
Size Material
28 Ft. #2 silica sand
Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
/
/
/
/
/
1
/
/
f
12. REMARKS:
Formation Description
See Geologist's Log
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS. AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED 70 THE WELL OWNER.
/&L. �r
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-1b
Rev. 2/09

NON RESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2725-A
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc
Weil Contractor Company Name
4537 Orphanage Rd
Street Address
Concord
City or Town
( 704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
NC 28027
State Zip Code
OTHER ASSOCIATED PERMIT#(lf applicable)
SITE WELL ID #(if applicable) MW-21
3. WELL USE (Check One Box) Monitoring ' Municipal/Public ❑
Industrial/Commercial 0 Agricultural ❑ Recovery ❑ Injection 0
Irrigation0 Other 0 (list use)
DATE DRILLED 02-14-08
4. WELL LOCATION:
4200 Airport Drive NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Wilson COUNTY Wilson
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
['Slope ❑Valley ❑Ridge ❑Other
LATITUDE 35 ° 45 ' 57.3000 ° DMS OR 3X.XXXXXXXXX DD
LONGITUDE 77 57 ' 41.4600 ^ DMS OR 7X.XXXXXXXXX DD
Latitude/longitude source: WPS Oropographic map
(location of well must be shown on a USGS topo map andaftached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Kidde Aernsnace
Facility Name
4200 Airport Drive NW
Street Address
Wilson
City or Town
Don Buckman
Contact Name
4200 Airnnrt Drive NW
Mailing Address
Wilson
City or Town
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 32 ft
Facility ID# (if applicable)
NC 27896
State Zip Code
NC 77896
State Zip Code
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO Pit
c. WATER LEVEL Below Top of Casing: 6 5 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 2.5 FT. Above Land Surface`
'Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 7 Bottom 32 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
7. CASING: Depth Diameter Weight Material
Top +2.5 Bottom 7 Ft. 2" Sch40 PVC
Top Bottom Ft.
Top Bottom Ft.
8. GROUT: Depth Material Method
Top 0 Bottom 2 Ft. concrete gravity
Top 2 Bottom 5 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 7 Bottom 32 Ft. 2" in. 0.010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 5 Bottom 33 Ft. #2 silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom Formation Description
/ See Geologist's Log
/
12. REMARKS:
DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED fN ACCORDANCE WITH
15A NCAC 2C. WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
AAA- 3.5-�8
SIGNATURE CERTIFIED WELL CONTRACTOR DATE
Mike Tynan
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3098
1. WELL CONTRACTOR:
JOHNNY BURR
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC
Well Contractor Company Name
176 COMMERCE BLVD
Street Address
STATESVILLE NC 28625
City or Town State Zip Code
(704 ) 872-7686
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT# N/A
OTHER ASSOCIATED PERMIT#('f applicable)
SITE WELL ID #(if applicable) MW-15R
3. WELL USE (Check One Box) Monitoring It Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 11/08/11
4. WELL LOCATION:
4200 AIRPORT DRIVE NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: WILSON COUNTY WILSON
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑Slope ❑Valley ❑Flat ❑Ridge ❑Other
LATITUDE "DMS OR DD
LONGITUDE " DMS OR DD
Latitude/longitude source: IJ3PS OTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
KIDDE AEROSPACE & DEFENSE
N/A
Facility Name Facility ID# (if applicable)
4200 AIRPORT DRIVE NW
Street Address
WILSON NC 27896
City or Town State Zip Code
UNITED TECHNOLOGIES CORPORATION
Contact Name
ONE FINANCIAL PLAZA. MS 503
Mailing Address
HARTFORD
City or Town
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 25.0 FEET
b. DOES WELL REPLACE EXISTING WELL?
CT 06101
State Zip Code
YES ❑ NOGj
c. WATER LEVEL Below Top of Casing: 1.0 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 0.0 FT,Above Land Surface*
*Top of casing terminated aUor below land surface may require
a variance in accordance with 15A CAC,2o .0118.
e. YIELD (gpm): N/A METHOD OF 'TEST N/A
f. DISINFECTION: Type N/A - Amount N/A
g. WATER ZONES (depth):
Top Bottom Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
7. CASING: Depth Diameter Weight Material
Top 0.0 Bottom 15.0 Ft. 2 INCH SOH 40 PVC
Top Bottom Ft.
Top Bottom Ft.
8. GROUT: Depth
Top 0.0 Bottom 12.0
Top Bottom
Top Bottom
Material
Ft. PORTLAND BENTONITE
Ft.
Ft.
Method
SLURRY
9. SCREEN: Depth Diameter Slot Size Material
Top 15.0 Bottom 25.0 Ft. 2.0 in. .010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth
Top 13.0 Bottom 25.0
Size Material
Ft. 20-40
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
0.0 / 1.0
1.0 / 5.0
5.0 / 24.0
24.0 / 25.0
FINE SILICA SAND
Formation Description
CONCRETE
GRAVEL
YELLOW SANDY CLAY
GRAY CLAY
12. REMARKS:
BENTONITE SEAL FROM 12.0 TO 13.0 FEET
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NC 2C, LL CONSTRUCTION STARDS, AND THAT A COPY OF THIS
RECOEEN PRO .ED TO TH L OWNER.
CERTIFIED WELL CONTRACTOR
JOHNNY BURR
11/15/11
DATE
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-1 b
Rev. 2/09

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3552
1. WELL CONTRACTOR:
VINCE FEDERLE
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC
Well Contractor Company Name
176 COMMERCE BLVD
Street Address
STATESVILL NC 28625
City or Town State Zip Code
(704 ) 872-7686
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT# N/A
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID *tor applicable) MW-16R
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 12/07/11
4. WELL LOCATION:
4200 AIRPORT DRIVE NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: WILSON COUNTY WILSON
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑Slope ❑Valley ❑Flat ❑ Ridge ❑Other
LATITUDE " DMS OR DD
LONGITUDE " DMS OR DD
Latitude/longitude source: 03PS [Topographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
KIDDE AEROSPACE & DEFENSE N/A
Facility Name Facility ID# (if applicable)
4200 AIRPORT DRIVE NW
Street Address
WILSON
City or Town
UNITED TECHNOLOGIES CORPORATION
Contact Name
ONE FINANCIAL PLAZA, MS 503
Mailing Address
HARTFORD
City or Town
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 25.0 FEET
NC 27896
State Zip Code
CT 06101
State Zip Code
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO
c. WATER LEVEL Below Top of Casing: 6.0 FT.
(Use "+" if Above Top of Casing)
Top 16.0
Top Bottom Ft.
Top Bottom Ft.
d. TOP OF CASING IS 0.0 FT. Above Land Surface*
*Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST N/A
f. DISINFECTION: Type N/A Amount N/A
g. WATER ZONES (depth):
Top Bottom Top
Top Bottom Top
Top Bottom Top
Bottom
Bottom
Bottom
Thickness/
7. CASING: Depth Diameter Weight Material
Top 0.0 Bottom 18.0 Ft. 2 INCH SCH 40 PVC
Top Bottom Ft.
Top Bottom Ft.
8. GROUT: Depth
Top 0.0 Bottom 14.0
Top Bottom
Top Bottom
Material
Ft. PORTLAND BENTONITE
Ft.
Ft.
Method
SLURRY
9. SCREEN: Depth Diameter Slot Size Material
Top 18.0 Bottom 25.0 Ft. 2.0 in. .010 in. PVC
Top Bottom
Top Bottom
10. SAND/GRAVEL PACK:
Depth Size Material
Bottom 25.0 Ft. 20-40
Ft. in. in.
Ft. in. in.
11. DRILLING LOG
Top Bottom
0.0 / 1.0
FINE SILICA SAND
Formation Description
TOPSOIL
1.0 / 15.0 TAN SILTY CLAY
15.0 / 25.0 GRAY SANDY SILTY CLAY
12. REMARKS:
BENTONITE SEAL FROM 14.0 TO 16.0 FEET
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C. WELL CONSTRUCTION STANDARDS. AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER
VINCE FEDERLE
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-1 b
Rev. 2/09

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3552
1. WELL CONTRACTOR:
VINCE FEDERLE
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC
Well Contractor Company Name
176 COMMERCE BLVD
Street Address
STAT-ESV-ILL-E NC 28625
City or Town State Zip Code
(704 ) 872-7686
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT# N/A
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) MW-28R
3. WELL USE (Check One Box) Monitoring Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 12/09/11
4. WELL LOCATION:
4200 AIRPORT DRIVE NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: WILSON COUNTY WILSON
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑Slope EValley ❑Flat ❑Ridge ❑Other
LATITUDE " DMS OR DD
LONGITUDE " DMS OR DD
Latitude/longitude source: DGPS [Topographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
KIDDE AEROSPACE & DEFENSE N/A
Facility Name Facility ID# (if applicable)
4200 AIRPORT DRIVE NW
Street Address
WILSON NC 27896
City or Town State Zip Code
UNITED TECHNOLOGIES CORPORATION
Contact Name
ONE FINANCIAL PLAZA, MS 503
Mailing Address
HARTFORD CT 06101
City or Town State Zip Code
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 25.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO G✓
c. WATER LEVEL Below Top of Casing: 6.0 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 0.0 FT. Above Land Surface*
*Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST N/A
f. DISINFECTION: Type N/A Amount N/A
g. WATER ZONES (depth):
Top Bottom -Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
7. CASING: Depth Diameter Weight Material
Top 0.0 Bottom 15.0 Ft. 2 INCH SCH 40 PVC
Top Bottom Ft.
Top Bottom Ft.
8. GROUT: Depth Material Method
Top 0.0 Bottom 11.0 Ft. PORTLANDBENTONITE SLURRY
Top Bottom Ft.
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 15.0 Bottom 25.0 Ft. 2.0 in. .010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 13.0 Bottom 25.0 Ft. 20-40 FINE SILICA SAND
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
0.0 / 1.0
1.0 / 15.0
15.0 / 25.0
Formation Description
ASPHALT/GRAVEL
TAN SILTY CLAY
GRAY SANDY SILTY CLAY
12. REMARKS:
BENTONITE SEAL FROM 11.0 TO 13.0 FEET
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2 WELL CONSTRUCTION STANDARDS. AND THAT A COPY OF THIS
RECO S I3EN PRO THEOWN R.
12/19/11
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
VINCE FEDERLE
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-1 b
Rev. 2/09

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3552
1. WELL CONTRACTOR:
VINCE FEDERLE
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC
Well Contractor Company Name
176 COMMERCE BLVD
Street Address
STATE-SVILL-E NC 28625
City or Town State Zip Code
(704 ) 872-7686
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT# .N/A
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(f applicable) MW-29R
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 12/09/11
4. WELL LOCATION:
4200 AIRPORT DRIVE NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: WILSON COUNTY WILSON
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
ESlope ❑Valley ❑ Flat ❑ Ridge ❑ Other
LATITUDE "DMS OR DD
LONGITUDE " DMS OR DD
Latitude/longitude source: Q3PS ETopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
KIDDE AEROSPACE & DEFENSE N/A
Facility Name Facility ID# (if applicable)
4200 AIRPORT DRIVE NW
Street Address
WILSON NC 27896
City or Town State Zip Code
UNITED TECHNOLOGIES CORPORATION
Contact Name
ONE FINANCIAL PLAZA, MS 503
Mailing Address
HARTFORD
City or Town
CT 06101
State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 25.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO [a✓
c. WATER LEVEL Below Top of Casing: 6.0 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 0.0 FT. Above Land Surface'
'Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST N/A
f. DISINFECTION: Type N/A Amount N/A
g. WATER ZONES (depth):
Top Bottom op
Top Bottom Top
Top Bottom Top
7. CASING: Depth
Top 0.0 Bottom 15.0
Top Bottom
Top Bottom
8. GROUT: Depth
Top 0.0 Bottom 11.0
Top Bottom
Top Bottom
Bottom
Bottom
Bottom
Thickness/
Diameter Weight Material
Ft. 2 INCH SCH 40 PVC
Ft.
Ft.
Material Method
Ft. PORTLANDBENTONLTE SLURRY
Ft.
Ft.
9. SCREEN: Depth Diameter Slot Size
Top 15.0 Bottom 25.0
Top Bottom
Top Bottom
Material
Ft. 2.0 in. .010 in. PVC
Ft. in. in.
Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 13.0 Bottom 25.0 Ft. 20-40
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
0.0
1.0
15.0
1.0
15.0
25.0
FINE SILICA SAND
Formation Description
TOPSOIL
TAN SILTY CLAY
GRAY SANDY SILTY CLAY
12. REMARKS:
BENTONITE SEAL FROM 11 0 TO 13 0 FEET
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER
EU1 CERTIFIED WEL
VINCE FEDERLE
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, -NC 27699-161, Phone : [phone]
Form GW-1 b
Rev. 2/09

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3552
1. WELL CONTRACTOR:
VINCE FEDERLE
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC
Well Contractor Company Name
176 COMMERCE BLVD
Street Address
STAT-ESVILL-E
City or Town
(704 ) 872-7686
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
N/A
NC 28625
State Zip Code
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) MW-3R
3. WELL USE (Check One Box) Monitoring IV Municipal/Public ❑
IndustriaVCommercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 12/08/11
4. WELL LOCATION:
4200 AIRPORT DRIVE NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: WILSON COUNTY WILSON
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley ❑ Flat ❑ Ridge ❑ Other
LATITUDE " DMS OR DD
LONGITUDE " DMS OR DD
Latitude/longitude source: D3PS [Topographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
KIDDE AEROSPACE & DEFENSE N/A
Facility Name Facility ID# (if applicable)
4200 AIRPORT DRIVE NW
Street Address
WILSON NC 27896
City or Town State Zip Code
UNITED TECHNOLOGIES CORPORATION
Contact Name
ONE FINANCIAL PLAZA, MS 503
Mailing Address
HARTFORD
City or Town
CT 06101
State Zip Code
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 25.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO d
c. WATER LEVEL Below Top of Casing: 6.0
(Use "+" if Above Top of Casing)
FT.
d. TOP OF CASING IS 2.5 FT. Above Land Surface*
'Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST N/A
f. DISINFECTION: Type N/A Amount N/A
g. WATER ZONES (depth):
Top Bottom Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
7. CASING: Depth Diameter Weight Material
Top 0.0 Bottom 15.0 Ft. 2 INCH SCH 40 PVC
Top Bottom Ft.
Top Bottom Ft.
8. GROUT: Depth Material Method
Top 0.0 Bottom 11.0 Ft. PORTLANDBENTONITE SLURRY
Top Bottom Ft.
Top Bottom Ft.
9. SCREEN: Depth
Top 15.0 Bottom
Top Bottom
Top Bottom
Diameter Slot Size Material
25.0 Ft. 2.0 in. .010 in. PVC
Ft. in. in.
Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 13.0 Bottom 25.0 Ft. 20-40
Top Bottom
Top Bottom
11. DRILLING LOG
Top Bottom
0.0
1.0
15.0
1.0
15.0
25.0
Ft.
Ft.
FINE SILICA SAND
Formation Description
TOPSOIL
TAN SILTY CLAY
GRAY SANDY SILTY CLAY
12. REMARKS:
BENTONITE SEAL FROM 11 0 TO 13.0 FEET
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD BEEN PROVIDED THE WEtj. OWNER,
7yK_J.A,j /{i 12/19/11
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
VINCE FEDERLE
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-1 b
Rev. 2/09

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3552
1. WELL CONTRACTOR:
VINCE FEDERLE
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC
Well Contractor Company Name
176 COMMERCE BLVD
Street Address
STATE-SVILLE NC 28625
City or Town State Zip Code
(704 ) 872-7686
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT# N/A
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(rf applicable) MW-38
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
IndustriaVCommercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 12/08/11
4. WELL LOCATION:
4200 AIRPORT DRIVE NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: WILSON COUNTY WILSON
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
DSlope ❑Valley ❑ Flat ❑Ridge ❑Other
LATITUDE " DMS OR DD
LONGITUDE " DMS OR DD
Latitude/longitude source: BPS Dropographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
KIDDE AEROSPACE & DEFENSE N/A
Facility Name Facility ID# (if applicable)
4200 AIRPORT DRIVE NW
Street Address
WILSON
City or Town
NC 27896
State Zip Code
UNITED TECHNOLOGIES CORPORATION
Contact Name
ONE FINANCIAL PLAZA, MS 503
Mailing Address
HARTFORD
City or Town
CT 06101
State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 25.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO p/
c. WATER LEVEL Below Top of Casing: 6.0 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 0.0 FT. Above Land Surface"
*Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST N/A
f. DISINFECTION: Type N/A Amount N/A
g. WATER ZONES (depth):
Top Bottom -Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
7. CASING: Depth Diameter Weight Material
Top 0.0 Bottom 18.0 Ft. 2 INCH SCH 40 PVC
Top Bottom Ft.
Top Bottom Ft.
8. GROUT: Depth
Top 0.0 Bottom 14.0
Material
Ft. PORTLAND BENTONITE
Top Bottom Ft.
Top Bottom Ft.
Method
SLURRY
9. SCREEN: Depth Diameter Slot Size Material
Top 18.0 Bottom 25.0 Ft. 2.0 in. .010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 16.0 Bottom 25.0 Ft. 20-40
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
0.0 / 1.0
1.0 / 15.0
15.0 / 25.0
FINE SILICA SAND
Formation Description
TOPSOIL
TAN SILTY CLAY
GRAY SANDY SILTY CLAY
12. REMARKS:
BENTONITE SEAL FROM 14.0 TO 16.0 FEET
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C. WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD • •• S BEEN PROVIDED 0 THE LL OWNER.
SIGN TURE OF CERTIFIED WE
VINCE FEDERLE
A TOR
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3552
1. WELL CONTRACTOR:
VINCE FEDERLE
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC
Well Contractor Company Name
176 COMMERCE BLVD
Street Address
ST-A-T-ESVIL-LE -NC- 28625
City or Town State Zip Code
(704 ) 872-7686
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
N/A
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) MW-39
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 12/08/11
4. WELL LOCATION:
4200 AIRPORT DRIVE NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: WILSON COUNTY WILSON
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑Slope EVallev ❑Flat ❑Ridge ❑Other
LATITUDE
LONGITUDE
"DMS OR
" DMS OR
DD
DD
Latitude/longitude source: BPS Qropographic map
(location of well must be .shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
KIDDE AEROSPACE & DEFENSE N/A
Facility Name Facility ID# (if applicable)
4200 AIRPORT DRIVE NW
Street Address
WILSON NC 27896
City or Town State Zip Code
UNITED TECHNOLOGIES CORPORATION
Contact Name
ONE FINANCIAL PLAZA, MS 503
Mailing Address
HARTFORD
City or Town
CT 06101
State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 22.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO p/
c. WATER LEVEL Below Top of Casing: 6.0 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 0.0 FT. Above Land Surface"
*Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST N/A
f. DISINFECTION: Type N/A Amount N/A
g. WATER ZONES (depth):
Top
Top
Top
7. CASING: Depth
Top 0.0 Bottom 15.0
Top Bottom
Top Bottom
Bottom -Top Bottom
Bottom Top Bottom
Bottom Top Bottom
Thickness/
Diameter Weight Material
Ft. 2 INCH SCH 40 PVC
Ft.
Ft.
8. GROUT: Depth
Top 0.0 Bottom 11.0 Ft.
Top Bottom Ft.
Top Bottom Ft.
PORTLAND BENTONITE
Material Method
SLURRY
9. SCREEN: Depth Diameter Slot Size Material
Top 15.0 Bottom 22.0 Ft. 2.0 in. .010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 13.0 Bottom 22.0 Ft. 20-40
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
FINE SILICA SAND
Formation Description
0.0 / 1.0 TOPSOIL
1.0 / 15.0 TAN SILTY CLAY
15.0 / 22.0 GRAY SANDY SILTY CLAY
12. REMARKS:
BENTONITE SEAL FROM 11.0 TO 13.0 FEET
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD S BEEN PROVIDE THE L Al.` OW/V
12/19/11
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
VINCE FEDERLE
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NON RESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3552
1. WELL CONTRACTOR:
VINCE FEDERLE
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC
Well Contractor Company Name
176 COMMERCE BLVD
Street Address
STATESVIL-L - NC- 28625
City or Town State Zip Code
(704 ) 872-7686
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT# N/A
OTHER ASSOCIATED PERMIT#(rfapplicable)
SITE WELL ID #(if applicable) MW-40
3. WELL USE (Check One Box) Monitoring t' Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 12/07/11
Recovery ❑ Injection ❑
4. WELL LOCATION:
4200 AIRPORT DRIVE NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: WILSON COUNTY WILSON
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑Slope EValley ❑Flat ❑Ridge ❑Other
LATITUDE " DMS OR DD
LONGITUDE ° " DMS OR DD
Latitude/longitude source: BPS [Topographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACIUTY (Name of the business where the well is located.)
KIDDE AEROSPACE & DEFENSE N/A
Facility Name Facility ID# (if applicable)
4200 AIRPORT DRIVE NW
Street Address
WILSON NC 27896
City or Town State Zip Code
UNITED TECHNOLOGIES CORPORATION
Contact Name
ONE FINANCIAL PLAZA, MS 503
Mailing Address
HARTFORD
City or Town
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 25.0 FEET
b. DOES WELL REPLACE EXISTING WELL?
CT 06101
State Zip Code
c. WATER LEVEL Below Top of Casing: 6.0
(Use "+" if Above Top of Casing)
YES ❑ NO
FT.
d. TOP OF CASING IS 0.0 FT. Above Land Surface*
'Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST N/A
f. DISINFECTION: Type N/A Amount N/A
g. WATER ZONES (depth):
i op Bottom Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
7. CASING: Depth Diameter Weight
Top 0.0 Bottom 18.0 Ft. 2 INCH SCH 40
Top Bottom Ft.
Top Bottom Ft.
8. GROUT: Depth Material
Top 0.0 Bottom 14.0 Ft.
Top Bottom Ft.
Top Bottom Ft.
PORTLAND BENTONITE
9. SCREEN: Depth Diameter
Top 18.0 Bottom 25.0 Ft. 2.0
Top Bottom Ft.
Top Bottom Ft.
in.
in.
in.
10. SAND/GRAVEL PACK:
Depth Size
Top 16.0 Bottom 25.0 Ft. 20-40
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
0.0 / 1.0
1.0 / 15.0
15.0 / 25.0
Material
PVC
Method
SLURRY
Slot Size Material
.010 in. PVC
in.
in.
Material
FINE SILICA SAND
Formation Description
TOPSOIL
TAN SILTY CLAY
GRAY SANDY SILTY CLAY
12. REMARKS:
BENTONITE SEAL FROM 14.0 TO 16.0 FEET
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS. AND THAT A COPY OF THIS
RECORD HllS BEEN PROVIDED Sld THE OWNER
SIGNATURE OF CERTIFIED WELL CONTRACTOR
VINCE FEDERLE
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-1 b
Rev. 2/09

44k,, '
1. WELL CONTRACTOR:
JOHNNY BURR
NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3098
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC
Well Contractor Company Name
176 COMMERCE BLVD
Street Address
STATESVILLE
City or Town
NC 28625
State Zip Code
(704 ) 872-7686
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT# N/A
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) MW-41
3. WELL USE (Check One Box) Monitoring d Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 11/08/11
4. WELL LOCATION:
4200 AIRPORT DRIVE NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: WILSON COUNTY WILSON
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑Slope ❑Valley ❑Flat ❑Ridge ❑Other
LATITUDE " DMS OR DD
LONGITUDE " DMS OR DD
Latitude/longitude source: EPPS [Topographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
KIDDE AEROSPACE & DEFENSE N/A
Facility Name Facility ID# (if applicable)
4200 AIRPORT DRIVE NW
Street Address
WILSON NC 27896
City or Town State Zip Code
UNITED TECHNOLOGIES CORPORATION
Contact Name
ONE FINANCIAL PLAZA, MS 503
Mailing Address
HARTFORD
City or Town
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 24.0 FEET
CT 06101
State Zip Code
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO d
c. WATER LEVEL Below Top of Casing: 4.0 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 0.0 FT. Above Land Surface*
*Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST N/A
f. DISINFECTION: Type N/A Amount N/A
g. WATER ZONES (depth):
Top Bottom Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
7. CASING: Depth Diameter Weight Material
Top 0.0 Bottom 14.0 Ft. 3/4 INCH SCH 40 PVC
Top Bottom Ft.
Top Bottom Ft.
8. GROUT: Depth Material Method
Top 0.0 Bottom 12.0 Ft. PORTLAND BENTONITE SLURRY
Top Bottom Ft.
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 14.0 Bottom 24.0 Ft. .75 in. .010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 14.0 Bottom 24.0 Ft. 20-40
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
0.0 / 1.0
1.0 / 2.0
2.0 / 23.0
23.0 / 24.0
FINE SILICA SAND
Formation Description
CONCRETE
YELLOW/GRAY SAND
YELLOW SANDY CLAY
YELLOW/ORANGE CLAY
12. REMARKS:
BENTONITE SEAL FROM 12.0 TO 14.0 FEET
I DOH -.� =Y RTIFY
15ANt;:LP2C LLC• -
RECOp-,
NATURE OF CERTIFIED WELL CONTRACTOR DATE
THA THIS WELL
RUCTION S
DED TO
CONSTRUCTED IN ACCORDANCE WITH
RDS, AND THAT A COPY OF THIS
11/15/11
JOHNNY BURR
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-lb
Rev. 2/09

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3098
1. WELL CONTRACTOR:
JOHNNY BURR
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC
Well Contractor Company Name
176 COMMERCE BLVD
Street Address
STATESVILLE
City or Town
(704 ) 872-7686
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT# N/A
NC
State
28625
Zip Code
OTHER ASSOCIATED PERMIT#('If applicable)
SITE WELL ID #(if applicable) MW-42
3. WELL USE (Check One Box) Monitoring [ ' Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 11/08/11
4. WELL LOCATION:
4200 AIRPORT DRIVE NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: WILSON COUNTY WILSON
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑Slope ❑Valley ❑Flat :Ridge ❑Other
LATITUDE "DMS OR DD
LONGITUDE " DMS OR DD
Latitude/longitude source: IMPS DTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
KIDDE AEROSPACE & DEFENSE N/A
Facility Name Facility ID# (if applicable)
4200 AIRPORT DRIVE NW
Street Address
WILSON NC 27896
City or Town State Zip Code
UNITED TECHNOLOGIES CORPORATION
Contact Name
ONE FINANCIAL PLAZA, MS 503
Mailing Address
HARTFORD
City or Town
CT 06101
State Zip Code
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 21.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO d
c. WATER LEVEL Below Top of Casing: 4.0 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 0.0 FT. Above Land Surface'
*Top of casing terminated aUor below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A
f. DISINFECTION: Type
METHOD OF TEST N/A
N/A Amount N/A
g. WATER ZONES (depth):
Top Bottom
Top Bottom
Top Bottom
Top Bottom
Top Bottom
Top Bottom
7. CASING: Depth Diameter
Top 0.0 Bottom 11.0 Ft. 3/4 INCH
Top Bottom Ft.
Top Bottom Ft.
8. GROUT: Depth
Top 0.0 Bottom 9.0
Top Bottom
Top Bottom
Thickness/
Weight Material
SCH 40 PVC
Material
Ft. PORTLAND BENTONITE
Ft.
Ft.
9. SCREEN: Depth Diameter
Method
SLURRY
Slot Size Material
Top 11.0 Bottom 21.0 Ft. .75 in. .010 in. PVC
Top Bottom Ft.
Top Bottom Ft.
in. in.
in. in.
10. SAND/GRAVEL PACK:
Depth Size
Top 11.0 Bottom 21.0 Ft. 20-40
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
0.0 / 1.0
1.0 / 2.0
2.0 / 20.0
20.0 / 21.0
Material
FINE SILICA SAND
Formation Description
CONCRETE
YELLOW/GRAY SAND
YELLOW SANDY CLAY
YELLOW/ORANGE CLAY
12. REMARKS:
BENTONITE SEAL FROM 9.0 TO 11.0 FEET
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTIOANDARDS, AND THAT A COPY OF THIS
R D • S BEEN P- . VIDED TO WELL OWNER
NATUF CERTIFIE
JOHNNY BURR
11/15/11
ELL CONTRACTOR DATE
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion -to: Division of Water Quality - .Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
•
Form GW-1 b
Rev. 2/09

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3098
1. WELL CONTRACTOR:
JOHNNY BURR
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC
Well Contractor Company Name
176 COMMERCE BLVD
Street Address
STATESVILLE NC 28625
City or Town State Zip Code
( 704 ) 872-7686
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT# N/A
OTHER ASSOCIATED PERMIT#(ff applicable)
SITE WELL ID #Qff applicable) MW-43
3. WELL USE (Check One Box) Monitoring d Municipal/Public 0
Industrial/Commercial 0 Agricultural 0 Recovery 0 Injection 0
Irrigation0 Other 0 (list use)
DATE DRILLED 11/09/11
4. WELL LOCATION:
4200 AIRPORT DRIVE NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: WILSON COUNTY WILSON
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
0Slope oValley 0Flat ORidge 00ther
LATITUDE " DMS OR DD
LONGITUDE " DMS OR DD
Latitude/longitude source: p3PS Qfopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
KIDDE AEROSPACE & DEFENSE N/A
Facility Name Facility ID# (if applicable)
4200 AIRPORT DRIVE NW
Street Address
WILSON NC 27896
City or Town State Zip Code
UNITED TECHNOLOGIES CORPORATION
Contact Name
ONE FINANCIAL PLAZA, MS 503
Mailing Address
HARTFORD
City or Town
CT 06101
State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 24.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES 0 NO d
c. WATER LEVEL Below Top of Casing: 4.0 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 0.0 FT. Above Land Surface*
'Top of casing terminated at/or beiow land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST N/A
f. DISINFECTION: Type N/A Amount
g. WATER ZONES (depth):
Top Bottom Top
Top Bottom Top
Top Bottom Top
7. CASING: Depth
Top 0.0 Bottom 14.0
Top Bottom
Top Bottom
8. GROUT: Depth
Top 0.0 Bottom 12.0
Top Bottom
Top Bottom
9. SCREEN: Depth
Top 14.0 Bottom 24.0
Top Bottom
Top Bottom
10. SAND/GRAVEL PACK:
Depth
Top 14.0 Bottom 24.0
Top
Top
N/A
Bottom
Bottom
Bottom
Thickness/
Diameter Weight Material
Ft. 3/4 INCH SCH 40 PVC
Ft.
Ft.
Material
Ft. PORTLAND BENTONITE
Ft.
Ft.
Method
SLURRY
Diameter Slot Size Material
Ft. .75 in. .010 in. PVC
Ft. in. in.
Ft. in. in.
Size Material
Ft. 20-40
Bottom Ft.
Bottom Ft.
11. DRILLING LOG
Top Bottom
0.0 / 1.0
1.0 / 2.0
2.0 / 23.0
23.0 / 24.0
FINE SILICA SAND
Formation Description
CONCRETE
YELLOW/GRAY SAND
YELLOW SANDY CLAY
YELLOW/ORANGE CLAY
12. REMARKS:
BENTONITE SEAL FROM 12.0 TO 14.0 FEET
I DO HEREBY CERTIFY THAT THIS WELL
15A N -C 2 WELL CON TRUCTION
RE • BEEN PR • IDED TO T
AS CONSTRUCTED IN ACCORDANCE WITH
DARDS, AND THAT A COPY OF THIS
LL WNER.
11/15/11
it ATURCERTIFIED WELL CONTRACTOR DATE
JOHNNY BURR
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-1 b
Rev. 2/09

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3098
1. WELL CONTRACTOR:
JOHNNY BURR
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC
Well Contractor Company Name
176 COMMERCE BLVD
Street Address
STATESVILLE
City or Town
(704 ) 872-7686
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT# N/A
NC 28625
State Zip Code
OTHER ASSOCIATED PERMIT#('If applicable)
SITE WELL ID #(if applicable) MW-44
3. WELL USE (Check One Box) Monitoring It Municipal/Public O
Industrial/Commercial p Agricultural C Recovery E Injection E
Irrigation[ Other E (list use)
DATE DRILLED 11/09/11
4. WELL LOCATION:
4200 AIRPORT DRIVE NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: WILSON COUNTY WILSON
TOPOGRAPHIC / LAND SETTING:
[Slope [Valley [Flat [Ridge
LATITUDE
LONGITUDE
(check appropriate box)
E Other
"DMS OR
" DMS OR
DD
DD
Latitude/longitude source: EPPS [Topographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
KIDDE AEROSPACE & DEFENSE N/A
Facility Name Facility ID# (if applicable)
4200 AIRPORT DRIVE NW
Street Address
WILSON NC 27896
City or Town State Zip Code
UNITED TECHNOLOGIES CORPORATION
Contact Name
ONE FINANCIAL PLAZA, MS 503
Mailing Address
HARTFORD
City or Town
CT 06101
State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 21.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES E NO :1
c. WATER LEVEL Below Top of Casing: 4.0 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 0.0 FT. Above Land Surface*
*Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST N/A
f. DISINFECTION: Type N/A Amount
g. WATER ZONES (depth):
Top Bottom
Top
Top Bottom Top
Top Bottom Top
7. CASING: Depth
Top 0.0 Bottom 11.0
Top Bottom
Top Bottom
8. GROUT: Depth
Top 0.0 Bottom 9.0
Top Bottom
Top Bottom
N/A
Bottom
Bottom
Bottom
Thickness/
Diameter Weight Material
Ft. 3/4 INCH SCH 40 PVC
Ft.
Ft.
Ft
Ft.
Ft.
Material
PORTLAND BENTONITE
9. SCREEN: Depth Diameter Slot Size
Top 11.0 Bottom 21.0 Ft. .75
Top Bottom Ft.
Top Bottom
10. SAND/GRAVEL PACK:
Depth
Top 11.0 Bottom 21.0 Ft. 20-40
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
0.0 / 1.0
1.0 / 2.0
2.0 / 20.0
20.0 / 21.0
Method
SLURRY
Material
in. .010 in. PVC
in. in.
Ft. in. in.
Size Material
FINE SILICA SAND
Formation Description
CONCRETE
YELLOW/GRAY SAND
YELLOW SANDY CLAY
YELLOW/ORANGE CLAY
12. REMARKS:
BENTONITE SEAL FROM 9.0 TO 11.0 FEET
I DO HEREBY CERTIFY THAT THIS WELL
15A C 2 WELL CO TRUCTION
RE • BEEN : DED TOT
AS CONSTRUCTED IN ACCORDANCE WITH
DARDS, AND THAT A COPY OF THIS
LLL WNE ,
11/15/11
NATURCERTIFIED WELL CONTRACTOR DATE
JOHNNY BURR
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit Within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-1b
Rev. 2/09

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3098
1. WELL CONTRACTOR:
JOHNNY BURR
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC
Well Contractor Company Name
176 COMMERCE BLVD
Street Address
STATESVILLE
City or Town
(704 ) 872-7686
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT# N/A
NC 28625
State Zip Code
OTHER ASSOCIATED PERMIT#(ii applicable)
SITE WELL ID #(ir applicable) MW-45
3. WELL USE (Check One Box) Monitoring [/ Municipal/Public 0
Industrial/Commercial 0 Agricultural 0 Recovery E Injection E
Irrigation0 Other E (list use)
DATE DRILLED 11/09/11
4. WELL LOCATION:
4200 AIRPORT DRIVE NW 27896
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: WILSON COUNTY WILSON
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
OSlope ❑Valley OFlat ❑Ridge pother
LATITUDE
LONGITUDE
" DMS OR
" DMS OR
DD
DD
Latitude/longitude source: EDPS QTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
KIDDE AEROSPACE & DEFENSE N/A
Facility Name Facility ID# (if applicable)
4200 AIRPORT DRIVE NW
Street Address
WILSON NC 27896
City or Town State Zip Code
UNITED TECHNOLOGIES CORPORATION
Contact Name
ONE FINANCIAL PLAZA, MS 503
Mailing Address
HARTFORD
City or Town
CT 06101
State Zip Code
( )
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 27.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES O
c. WATER LEVEL Below Top of Casing: 4.0
(Use "+" if Above Top of Casing)
NO Cif
FT.
d. TOP OF CASING IS 0.0 FT. Above Land Surface*
*Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST N/A
f. DISINFECTION: Type N/A Amount N/A
g. WATER ZONES (depth):
Top Bottom Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
7. CASING: Depth Diameter Weight Material
Top 0.0 Bottom 17.0 Ft. 3/4 INCH SCH 40 PVC
Top Bottom Ft.
Top Bottom Ft.
8. GROUT: Depth
Top 0.0 Bottom 15.0 Ft.
Top Bottom Ft.
Top Bottom Ft.
Material
PORTLAND BENTONITE
Method
SLURRY
9. SCREEN: Depth Diameter Slot Size Material
Top 17.0 Bottom 27.0 Ft. .75 in. .010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth
Top 17.0 Bottom 27.0
Size Material
Ft. 20-40
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
0.0 / 1.0
1.0 / 2.0
2.0 / 23.0
23.0 / 27.0
FINE SILICA SAND
Formation Description
CONCRETE
YELLOW/GRAY SAND
YELLOW SANDY CLAY
YELLOW/ORANGE CLAY
12. REMARKS:
BENTONITE SEAL FROM 15.0 TO 17.0 FEET
I DO HE
15A NC
RECO
Y CERTIFY THAT THIS WELL
L CON UCTION ST
DED TO T
CONSTRUCTED IN ACCORDANCE WITH
RDS, ANDANTHAT COPY OF THIS
04 "
11/15/11
S ATURE 0 CERTIFIED WELL CONTRACTOR DATE
JOHNNY BURR
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]
Form GW-1 b
Rev. 2/09

APPENDIX 8-C
WELL ABANDONMENT RECORDS

WELL ABANDONMENT RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION #
1. WELL CONTRACTOR:
BRIAN THOMAS
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC
Well Contractor Company Name
176 COMMERCE BLVD
Street Address
STATESVILLE
NC
28625
City or Town
( 704 ) 872-7686
Area code Phone number
2. WELL INFORMATION:
SITE WELL ID # (if applicable) MW-7FY
State
Zip Code
STATE WELL PERMIT # (if applicable)
COUNTY WELL PERMIT # (if applicable)
DWQ or OTHER PERMIT # (if applicable)
WELL USE (Check applicable use)';/ Monitoring [1 Residential
M unicipal/Public Industrial/Commercial ❑ Agricultural
D Recovery ❑ Injection ❑ Irrigation
Other (list use)
3. WELL LOCATION:
COUNTY WILSON QUADRANGLE NAME
NEAREST TOWN: WILSON
4200 AIRPORT DRIVE NW 27896
(Street/Road Name, Number, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHC / LAND SETTING:
❑ Slope ❑ Valley (! Flat ❑ Ridge❑ Other
(Check appropriate setting)
LATITUDE 35 ° 45 ' 54.5500 "DMS OR DD
LONGITUDE 77 ° 57 38.6400" DMS OR DD
Latitude/longitude source: [ PS Qfopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
4a. FACILITY - The name of the business where the well is located. Complete 4a ;
(Ile residential well, skip 4a; complete 4b, wet owner information only.)
FACILITY ID # (if applicable)
NAME OF FACILITY KIDDE AEROSPACE TECHNOLOGIES
STREET ADDRESS 4200 AIRPORT DRIVE NW
WILSON
NC 27896
City or Town State
Zip Code
4b. CONTACT PERSON/WELL OWNER:
NAME UNITED TECHNOLOGIES CORPORATION
STREET ADDRESS ONE FINANCIAL PLAZA, MS 503 HARTFORD, DT 06101
2581
5. WELL DETAILS:
a.Total Depth 30.0 ft. Diameter: 2.0 in.
b. Water Level (Below Measuring Point): ft.
Measuring point is ft. above land surface.
6. CASING: Length Diameter
a. Casing Depth (if known): N/A ft. in.
b. Casing Removed: 30.0 ft. 2.0 in.
7. DISINFECTION:
N/A
(Amount of 65%75% calcium hypochlorite used)
8. SEALING MATERIAL:
Neat Cement Sand Cement
Cement Ib. Cement Ib.
Water gal. Water gal.
Bentonite
Bentonite Ib.
Type: ✓ Slurry ❑ Pellets
Water gal.
Other
Type material PORTLAND BENTONITE SLURRY
Amount 78.0 GALLONS
9. EXPLAIN METHOD OF EMPLACEMENT OF MATERIAL:
WELL OVERDRILLED WITH 4 1/4 INCH ID HSA
VIA TREMIE PIPE WITH PORTLAND BENTONITE SLURRY
10. WELL DIAGRAM : Draw a detailed sketch of theelI on the back of this
form showing total depth, depth and diameter of screens (if any) remaining
in the well, gravel interval, intervals of casing perforations, and depths and
types of fill materialsised
11. DATE WELL ABANDONED
08/09/12
I DO HEREBY CERTIFY THAT THIS WELL WAS ABANDONED IN ACCORDANCE
WITH 15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF
RD HAS BEEN PRVIDED TO THE WELL OWNER.
08/16/12
SIGNATURE OF CERTIFIED WELL CONTRACTOR
DATE
SIGNATURE OF PRIVATE WELL OWNER ABANDONING THE WELL DATE
(The private wet owner must be an individual wpersonallyebandons his/her residential well
in accordance with 15A NCAC 2C .0113.)
BRIAN THOMAS
PRINTED NAME OF PERSON ABANDONING THE WE LL
Submit a copy to the owner and the original to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-1617, Phone : [phone]
Form GW-30
Rev. 5/10

WELL ABANDONMENT RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2581
1. WELL CONTRACTOR:
BRIAN THOMAS
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC
Well Contractor Company Name
176 COMMERCE BLVD
Street Address
STATESVILLE
NC
28625
City or Town
( 704 ) 872-7686
Area code Phone number
2. WELL INFORMATION:
SITE WELL ID (if applicable) MW-10FY
State
Zip Code
STATE WELL PERMIT # (if applicable)
COUNTY WELL PERMIT # (if applicable)
DWQ or OTHER PERMIT # (if applicable)
WELL USE (Check applicable use)F1 Monitoring G Residential
M unicipaUPublic IndustriaUCommercial "I Agricultural
Recovery Injection L Irrigation
Other (fist use)
3. WELL LOCATION:
COUNTY WILSON QUADRANGIE NAME
NEAREST TOWN: WILSON
4200 AIRPORT DRIVE NW 27896
(Street/Road Name, Number, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHC / LAND SETTING:
__ Slope G Valley II Flat Ridges Other
(Check appropriate setting)
LATITUDE 35 a 45 ' 53.1500 • DMS OR
LONGITUDE 77 a 57 46.3800• DMS OR
Latitude/longitude source: IPS Dropographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
DD
DD
4a. FACILITY - The name of the business where the well is located. Complete
(If a nsidential well, skip 4a; complete 4b, well owner information only.)
FACILITY ID # (if applicable)
NAME OF FACILITY KIDDE AEROSPACE TECHNOLOGIES
STREET ADDRESS 4200 AIRPORT DRIVE NW
WILSON
NC 27896
City or Town State
Zip Code
4b. CONTACT PERSON/WELL OWNER:
NAME UNITED TECHNOLOGIES CORPORATION
STREET ADDRESS ONE FINANCIAL PLAZA, MS 503 HARTFORD, DT 06101
5. WELL DETAILS:
a.Total Depth 33.0 ft. Diameter.
b. Water Level (Below Measuring Point):
Measuring point is
6. CASING:
2.0
ft.
ft. above land surface.
Length Diameter
a. Casing Depth (if known): N/A ft.
N/A ft.
b. Casing Removed:
7. DISINFECTION: WA
(Amount of 65%75% calcium hypochlorite used)
8. SEALING MATERIAL:
in.
Neat rament Sand Cement
Cement Ib. Cement Ib.
Water gal. Water gal.
Bentonite
Bentonite Ib.
Type:1 Slurry 1] Pellets
Water gal.
Other
Type material PORTLAND BENTONITE SLURRY
Amount 5.5 GALLONS
in.
in.
9. EXPLAIN METHOD OF EMPLACEMENT OF MATERIAL:
VIA TREMIE PIPE WITH PORTLAND BENTONITE SLURRY
10. WELL DIAGRAM : Draw a detailed sketch of theell on the back of this
form showing total depth, depth and diameter of screens (if any) remaining
in the well, gravel interval, intervals of casing perforations, and depths and
types of fill materialsrsed
11. DATE WELL ABANDONED 05/09/12
I DO HEREBY CERTIFY THAT THIS WELL WAS ABANDONED IN ACCORDANCE
WITH 15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THATA COPY OF
IS RECORD HAS BEEN POVIDED TO THE WELL OWNER.
05/16/12
SIGNATURE OF CERTIFIEDWELL CONTRACTOR DATE
SIGNATURE OF PRIVATE WELL OWNER ABANDONING THE WELL DATE
(The private well owner must be an individual wpersonalhabandons his/her residential well
in accordance with 15A NCAC 2C .0113.)
BRIAN THOMAS
PRINTED NAME OF PERSON ABANDONING THE WE LL
Submit a copy to the owner and the original to: Division of Water Quality - Information Processing,
1617 Mail Service Center. Raleigh, NC 27699-1617, Phone : [phone]
Form GW-30
Rev. 5/10

WELL ABANDONMENT RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2581
1. WELL CONTRACTOR:
BRIAN THOMAS
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC
Well Contractor Company Name
176 COMMERCE BLVD
Street Address
STATESVILLE
NC
28625
City or Town
( 704 ) 872-7686
Area code Phone number
2. WELL INFORMATION:
SITE WELL ID # (if applicable) MW-10WR
State
Zip Code
STATE WELL PERMIT # (if applicable)
COUNTY WELL PERMIT # (if applicable)
DWQ or OTHER PERMIT # (if applicable)
WELL USE (Check applicable useg Monitoring 0 Residential
❑ M unicipaUPublic ' Industrial/Commercial Agricultural
0 Recovery I. Injection L Irrigation
❑ Other (fist use)
3. WELL LOCATION:
COUNTY WILSON QUADRANGLE NAME
NEAREST TOWN: WILSON
4200 AIRPORT DRIVE NW 27896
(Street/Road Name, Number, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHC / LAND SETTING:
Slope L Valley D1 Flat L Ridge,- Other
(Check appropriate setting)
LATITUDE 35 45 , 53.2400 " DMS OR
LONGITUDE 77 " 57 ' 46.2600" DMS OR
Latitude/longitude source: liPS Dropographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
DD
DD
4a. FACIUTY - The name of the business where the well is located. Complete 4a
(If a residential well, skip 4a; complete 4b, well owner information only.)
FACIUTY ID # (if applicable)
NAME OF FACILITY KIDDE AEROSPACE TECHNOLOGIES
STREET ADDRESS 4200 AIRPORT DRIVE NW
WILSON
NC 27896
City or Town State
4b. CONTACT PERSON/WELL OWNER:
NAME UNITED TECHNOLOGIES CORPORATION
Zip Code
STREET ADDRESS ONE FINANCIAL PLAZA, MS 503 HARTFORD, DT 06101
5. WELL DETAILS:
a.Total Depth 36.0 R Diameter. 2.0 in.
b. Water Level (Below Measuring Point): It.
Measuring point is ft. above land surface.
6. CASING:
a. Casing Depth (if known):
b. Casing Removed:
7. DISINFECTION: WA
Length Diameter
N/A ft
in.
N/A ft. in.
(Amount of 65%75% calcium hypochlorite used)
8. SEALING MATERIAL:
Neat Cement Sand Cement
Cement Ib. Cement Ib.
Water gal. Water gal.
Bentonite
Bentonite Ib.
Type:11 Slurry J Pellets
Water gal.
Other
Type material PORTLAND BENTONITE SLURRY
Amount 6.0 GALLONS
9. EXPLAIN METHOD OF EMPLACEMENT OF MATERIAL:
VIA TREMIE PIPE WITH PORTLAND BENTONITE SLURRY
10. WELL DIAGRAM : Draw a detailed sketch of thud on the back of this
form showing total depth, depth and diameter of screens (if any) remaining
in the well, gravel interval, intervals of casing perforations, and depths and
types of fill materialsised
11. DATE WELL ABANDONED 05/09/12
I DO HEREBY CERTIFY THAT THIS WELL WAS ABANDONED IN ACCORDANCE
WITH 15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF
ECORD HAS BEEN P®VIDED TO THE WELL OWNER.
05/16/12
CE FIED " LL CONTRACTOR DATE
SIGNATURE OF PRIVATE WELL OWNER ABANDONING THE WELL DATE
(The private well owner must be an individual wbersonalltabandons his/her residential well
in accordance with 15A NCAC 2C .0113.)
BRIAN THOMAS
PRINTED NAME OF PERSON ABANDONING THE WE LL
Submit a copy to the owner and the original to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-1617, Phone : [phone]
Form GIN-30
Rev. 5/10

WELL ABANDONMENT RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2581
1. WELL CONTRACTOR:
BRIAN THOMAS
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC
Well Contractor Company Name
176 COMMERCE BLVD
Street Address
STATESVILLE
NC
28625
City or Town
( 704 ) 872-7686
Area code Phone number
2. WELL INFORMATION:
SITE WELL ID # (if applicable) MW-15FY
State
Zip Code
STATE WELL PERMIT # (if applicable)
COUNTY WELL PERMIT # (if applicable)
DWQ or OTHER PERMIT # (if applicable)
WELL USE (Check applicable use)' Monitoring ❑ Residential
❑ M unicipal/Public ❑ Industrial/Commercial ❑ Agricultural
LI Recovery ❑ Injection ❑ Irrigation
❑ Other (list use)
3. WELL LOCATION:
COUNTY WILSON QUADRANGLE NAME
NEAREST TOWN: WILSON
4200 AIRPORT DRIVE NW 27896
(Street/Road Name, Number, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHC / LAND SETTING:
Slope ❑ Valley iA Flat ❑ Ridge❑ Other
(Check appropriate setting)
LATITUDE 35 ° 45 , 51.6400 " DMS OR
LONGITUDE 77 ° 57 41.8800" DMS OR
Latitude/longitude source: VGPS Qfopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
DD
DD
4a. FACILITY - The name of the business where the well is located. Complete 4a
(If a residential well, skip 4a; complete 4b, well owner information only.)
FACILITY ID # (if applicable)
NAME OF FACILITY KIDDE AEROSPACE TECHNOLOGIES
STREET ADDRESS 4200 AIRPORT DRIVE NW
WILSON
NC
27896
City or Town
State
Zip Code
4b. CONTACT PERSON/WELL OWNER:
NAME UNITED TECHNOLOGIES CORPORATION
STREET ADDRESS ONE FINANCIAL PLAZA, MS 503 HARTFORD, DT 06101
5. WELL DETAILS:
a.Total Depth 30.0
ft. Diameter:
2.0
b. Water Level (Below Measuring Point): ft.
Measuring point is ft. above land surface.
6. CASING:
a. Casing Depth (if known):
b. Casing Removed:
7. DISINFECTION:
N/A
Length Diameter
N/A
ft.
30.0 ft,
(Amount of 65%75% calcium
8. SEALING MATERIAL:
Neat Cement
Cement Ib.
Water gal.
Bentonite
Bentonite Ib.
hypochlorite used)
Type: it Slurry ❑ Pellets
Water gal.
in.
Sand Cement
Cement
Water
in.
2.0 in.
Ib.
gal.
Other
Type material PORTLAND BENTONITE SLURRY
Amount 78.0 GALLONS
9. EXPLAIN METHOD OF EMPLACEMENT OF MATERIAL:
WELL OVERDRILLED WITH 4 1/4 INCH ID HSA
VIA TREMIE PIPE WITH PORTLAND BENTONITE SLURRY
10. WELL DIAGRAM : Draw a detailed sketch of Uwe!' on the back of this
form showing total depth, depth and diameter of screens (if any) remaining
in the well, gravel interval, intervals of casing perforations, and depths and
types of fill materials,sed
11. DATE WELL ABANDONED
08/09/12
I DO HEREBY CERTIFY THAT THIS WELL WAS ABANDONED IN ACCORDANCE
WITH 15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF
D HAS BEEN PRVIDED TO THE WELL OWNER.
8/16/12
SIGNATURE OF CERTIFIED WELL CONTRACTOR
DATE
SIGNATURE OF PRIVATE WELL OWNER ABANDONING THE WELL DATE
(The private well owner must be an individual w) ersonallyebandons his/her residential well
in accordance with 15A NCAC 2C .0113.)
BRIAN THOMAS
PRINTED NAME OF PERSON ABANDONING THE WE LL
Submit a copy to the owner and the original to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-1617, Phone : [phone]
Form GW-30
Rev. 5/10

WELL ABANDONMENT RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2581
1. WELL CONTRACTOR:
BRIAN THOMAS
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC
Well Contractor Company Name
176 COMMERCE BLVD
Street Address
STATESVILLE
NC 28625
City or Town
( 704 ) 872-7686
Area code Phone number
State Zip Code
2. WELL INFORMATION:
SITE WELL ID # (if applicable) MW-16FY
STATE WELL PERMIT # (if applicable)
COUNTY WELL PERMIT # (if applicable)
DWQ or OTHER PERMIT # (if applicable)
WELL USE (Check applicable use)`, Monitoring 0 Residential
❑ M unicipaUPublic i_ IndustriaUCommercial Agricultural
❑ Recovery Injection Irrigation
❑ Other (fist use)
3. WELL LOCATION:
COUNTY WILSON QUADRANGLE NAME
NEAREST TOWN: WILSON
4200 AIRPORT DRIVE NW 27896
(Street/Road Name, Number. Community. Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHC / LAND SETTING:
Slope Valley V Flat Ridge- Other
(Check appropriate setting)
LATITUDE 35 ° 45 53.5600 • DMS OR DD
LONGITUDE 77 ° 57 ' 46.6800" DMS OR DD
Latitude/longitude source: ijSPS Oropographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
4a. FACIUTY - The name of the business where the well is located. Complete 4a
(If a residential well, skip 4a: complete 4b, well owner information only.)
FACIUTY ID # (rf applicable) -
NAME OF FACILITY KIDDE AEROSPACE TECHNOLOGIES
STREET ADDRESS 4200 AIRPORT DRIVE NW
WILSON
NC 27896
City or Town State
Zip Code
4b. CONTACT PERSON/WELL OWNER:
NAME UNITED TECHNOLOGIES CORPORATION
STREET ADDRESS ONE FINANCIAL PLAZA, MS 503 HARTFORD, DT 06101
6. WELL DETAILS:
a.Total Depth 30.0 8. Diameter 2.0 in.
b. Water Level (Below Measuring Point): ft.
Measuring point is ft. above land surface.
6. CASING: Length
Diameter
a. Casing Depth (if known): WA ft. in.
N/A ft,
b. Casing Removed:
7. DISINFECTION: NIA
(Amount of 65%75% calcium hypochiorite used)
8. SEALING MATERIAL:
Neat Cement Nand Cement
Cement Ib. Cement
Water gal. Water
Bentonite
Bentonite Ib.
Type: l Slurry Li Pellets
Water gal.
Ib.
gal.
Other
Type material PORTLAND BENTONITE SLURRY
Amount 5.0 GALLONS
in.
9. EXPLAIN METHOD OF EMPLACEMENT OF MATERIAL:
VIA TREMIE PIPE WITH PORTLAND BENTONITE SLURRY
10. WELL DIAGRAM : Draw a detailed sketch of theeII on the back of this
form showing total depth, depth and diameter of screens (if any) remaining
in the well, gravel interval, intervals of casing perforations, and depths and
types of fill materialsised
11. DATE WELL ABANDONED 05/09/12
I DO HEREBY CERTIFY THAT THIS WELL WAS ABANDONED IN ACCORDANCE
WITH 15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF
IS RECORD HAS BEEN P®VIDED TO THE WELL OWNER.
_ 05/16/12
GNTURE OF CERTIFIED WELL CONTRACTOR DATE
SIGNATURE OF PRIVATE WELL OWNER ABANDONING THE WELL DATE
(The private well owner must be an individual wpersonalhabandons his/her residential well
in accordance with 15A NCAC 2C .0113.)
BRIAN THOMAS
PRINTED NAME OF PERSON ABANDONING THE WE LL
Submit a copy to the owner and the original to: Division of Water Quality - Information Processing,
1617 Mail Service Center. Raleigh, NC 27699-1617, Phone : [phone]
Form GW-30
Rev. 5/10

WELL ABANDONMENT RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2581
1. WELL CONTRACTOR:
BRIAN THOMAS
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC
Well Contractor Company Name
176 COMMERCE BLVD
Street Address
STATESVILLE
NC
28625
City or Town
( 704 ) 872-7686
Area code Phone number
2. WELL INFORMATION:
SITE WELL ID # (if applicable) MW-28FY
State
Zip Code
STATE WELL PERMIT # (if applicable)
COUNTY WELL PERMIT # (if applicable)
DWQ or OTHER PERMIT # (if applicable)
WELL USE (Check applicable use)Monitoring ❑ Residential
M unicipal/Public ❑ Industrial/Commercial f_I Agricultural
Li Recovery Li Injection J Irrigation
Other (list use)
3. WELL LOCATION:
COUNTY WILSON QUADRANGIE NAME
NEAREST TOWN: WILSON
4200 AIRPORT DRIVE NW 27896
(Street/Road Name, Number, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHC / LAND SETTING:
Slope ❑ Valley II Flat ❑ Ridge❑ Other
(Check appropriate setting)
LATITUDE 35 ° 45 51.6200 "DMS OR
LONGITUDE 77 ° 57 40.8400° DMS OR
Latitude/longitude source: IVTGPS LTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
DD
DD
4a. FACILITY - The name of the business where the well is located. Complete 4a
We residential well, skip 4a; complete 4b, well owner information only.)
FACILITY ID # (if applicable)
NAME OF FACILITY KIDDE AEROSPACE TECHNOLOGIES
STREET ADDRESS 4200 AIRPORT DRIVE NW
WILSON
NC 27896
City or Town State
Zip Code
4b. CONTACT PERSON/WELL OWNER:
NAME UNITED TECHNOLOGIES CORPORATION
STREET ADDRESS ONE FINANCIAL PLAZA, MS 503 HARTFORD, DT 06101
5. WELL DETAILS:
a.Total Depth 35.0 ft. Diameter: 2.0 in.
b. Water Level (Below Measuring Point): ft.
Measuring point is ft. above land surface.
6. CASING: Length
Diameter
a. Casing Depth (if known): N/A ft. in.
b. Casing Removed: 35.0 ft. 2.0 in.
7. DISINFECTION:
N/A
(Amount of 65%75% calcium hypochlorite used)
8. SEALING MATERIAL:
Neat Cement and Cement
Cement Ib. Cement
Ib.
Water gal. Water gal.
Bentonite
Bentonite Ib.
Type: 'it Slurry ❑ Pellets
Water gal.
Other
Type material PORTLAND BENTONITE SLURRY
Amount 90.0 GALLONS
9. EXPLAIN METHOD OF EMPLACEMENT OF MATERIAL:
WELL OVERDRILLED WITH 4 1/4 INCH ID HSA
VIA TREMIE PIPE WITH PORTLAND BENTONITE SLURRY
10. WELL DIAGRAM : Draw a detailed sketch of theell on the back of this
form showing total depth, depth and diameter of screens (if any) remaining
in the well, gravel interval, intervals of casing perforations, and depths and
types of fill materialsised
11. DATE WELL ABANDONED 08/09/12
I DO HEREBY CERTIFY THAT THIS WELL WAS ABANDONED IN ACCORDANCE
WITH 15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF
RD HAS BEEN POVIDED TO THE WELL OWNER.
08/16/12
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
SIGNATURE OF PRIVATE WELL OWNER ABANDONING THE WELL DATE
(The private well owner must be an individual wf ersonalkebandons his/her residential well
in accordance with 15A NCAC 2C .0113.)
BRIAN THOMAS
PRINTED NAME OF PERSON ABANDONING THE WE LL
Submit a copy to the owner and the original to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-1617, Phone : [phone]
Form GW-30
Rev. 5/10

WELL ABANDONMENT RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION #
1. WELL CONTRACTOR:
BRIAN THOMAS
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC
Well Contractor Company Name
176 COMMERCE BLVD
Street Address
STATESVILLE
NC
28625
City or Town
( 704 ) 872-7686
Area code Phone number
2. WELL INFORMATION:
SITE WELL ID # (if applicable) MW-29FY
State Zip Code
STATE WELL PERMIT # (if applicable)
COUNTY WELL PERMIT # (if applicable)
DWQ or OTHER PERMIT # (if applicable)
WELL USE (Check applicable use):;/ Monitoring ❑ Residential
❑ M unicipal/Public ❑ Industrial/Commercial ❑ Agricultural
❑ Recovery ❑ Injection ❑ Irrigation
❑ Other (list use)
3. WELL LOCATION:
COUNTY WILSON QUADRANGLE NAME
NEAREST TOWN: WILSON
4200 AIRPORT DRIVE NW 27896
(Street/Road Name, Number, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHC / LAND SETTING:
Li Slope ❑ Valley I% Flat Li Ridge❑ Other
(Check appropriate setting)
LATITUDE 35 ° 45 54.8800 "DMS OR
LONGITUDE 77 ° 57 39.2600" DMS OR
Latitude/longitude source: RIGPS [Topographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
DD
DD
4a. FACILITY - The name of the business where the well is located. Complete 4a
(If a residential well, skip 4a; complete 4b, well owner information only.)
FACILITY ID # (if applicable)
NAME OF FACILITY KIDDE AEROSPACE TECHNOLOGIES
STREET ADDRESS 4200 AIRPORT DRIVE NW
WILSON
NC 27896
City or Town
State Zip Code
4b. CONTACT PERSON/WELL OWNER:
NAME UNITED TECHNOLOGIES CORPORATION
STREET ADDRESS ONE FINANCIAL PLAZA, MS 503 HARTFORD, DT 06101
2581
5. WELL DETAILS:
a.Total Depth 35.0
ft. Diameter:
2.0
b. Water Level (Below Measuring Point): ft.
Measuring point is ft. above land surface.
6. CASING: Length Diameter
a. Casing Depth (if known):
b. Casing Removed:
7. DISINFECTION:
N/A
N/A
in.
ft. in.
35.0 ft. 2.0 in.
(Amount of 65%75% calcium hypochlorite used)
8. SEALING MATERIAL:
Neat Cement and Cement
Cement Ib. Cement Ib.
Water gal. Water gal.
Bentonite
Bentonite Ib.
Type: t ' Slurry ❑ Pellets
Water gal.
Other
Type material PORTLAND BENTONITE SLURRY
Amount 91.0 GALLONS
9. EXPLAIN METHOD OF EMPLACEMENT OF MATERIAL:
WELL OVERDRILLED WITH 4 1/4 INCH ID HSA
VIA TREMIE PIPE WITH PORTLAND BENTONITE SLURRY
10. WELL DIAGRAM : Draw a detailed sketch of theell on the back of this
form showing total depth, depth and diameter of screens (if any) remaining
in the well, gravel interval, intervals of casing perforations, and depths and
types of fill materials,sed
11. DATE WELL ABANDONED
08/09/12
I DO HEREBY CERTIFY THAT THIS WELL WAS ABANDONED IN ACCORDANCE
WITH 15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF
THISBFrn' I HAS BEEN PEVIDED TO THE WELL OWNER.
08/16/12
SIGNA OF E IED WELL CONTRACTOR DATE
SIGNATURE OF PRIVATE WELL OWNER ABANDONING THE WELL DATE
(The private well owner must be an individual wpersonallyabandons his/her residential well
in accordance with 15A NCAC 2C .0113.)
BRIAN THOMAS
PRINTED NAME OF PERSON ABANDONING THE WE LL
Submit a' copy to the owner and the original to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-1617, Phone : [phone]
Form GW-30
Rev. 5/10

WELL ABANDONMENT RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION #
1. WELL CONTRACTOR:
BRIAN THOMAS
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC
Well Contractor Company Name
176 COMMERCE BLVD
Street Address
STATESVILLE
NC
28625
City or Town
( 704 ) 872-7686
Area code Phone number
2. WELL INFORMATION:
SITE WELL ID # (if applicable) MW-30FY
STATE WELL PERMIT # (if applicable)
State
Zip Code
COUNTY WELL PERMIT # (if applicable)
DWQ or OTHER PERMIT # (if applicable)
WELL USE (Check applicable use):;/ Monitoring ❑ Residential
L M unicipal/Public ❑ Industrial/Commercial LI Agricultural
❑ Recovery ❑ Injection IL Irrigation
LI Other (list use)
3. WELL LOCATION:
COUNTY WILSON QUADRANGLE NAME
NEAREST TOWN: WILSON
4200 AIRPORT DRIVE NW 27896
(Street/Road Name, Number, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHC / LAND SETTING:
❑ Slope ❑ Valley P Flat ❑ Ridge❑ Other
(Check appropriate setting)
LATITUDE 35 ° 45 , 54.5100 " DMS OR
LONGITUDE 77 ° 57 , 40.62000 DMS OR
Latitude/longitude source: WISPS ❑Topographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
DD
DD
4a. FACILITY - The name of the business where the well is located. Complete 4a ;
(If a residential well, skip 4a; complete 4b, well owner information only.)
FACILITY ID # (if applicable)
NAME OF FACILITY KIDDE AEROSPACE TECHNOLOGIES
STREET ADDRESS 4200 AIRPORT DRIVE NW
WILSON
NC 27896
City or Town
State Zip Code
4b. CONTACT PERSON/WELL OWNER:
NAME UNITED TECHNOLOGIES CORPORATION
STREET ADDRESS ONE FINANCIAL PLAZA, MS 503 HARTFORD, DT 06101
2581
5. WELL DETAILS:
a.Total Depth 30.0 ft. Diameter: 2.0 in.
b. Water Level (Below Measuring Point): ft.
Measuring point is ft. above land surface.
6. CASING: Length Diameter
a. Casing Depth (if known):
b. Casing Removed:
7. DISINFECTION:
N/A
N/A
ft. in.
30.0 ft, 2.0
(Amount of 65%75% calcium hypochlorite used)
8. SEALING MATERIAL:
Neat Cement and Cement
Cement Ib. Cement Ib.
Water gal. Water gal.
Bentonite
Bentonite Ib.
Type: `✓ Slurry Ll Pellets
Water gal.
Other
Type material PORTLAND BENTONITE SLURRY
Amount 78.0 GALLONS
9. EXPLAIN METHOD OF EMPLACEMENT OF MATERIAL:
WELL OVERDRILLED WITH 4 1/4 INCH ID HSA
in.
VIA TREMIE PIPE WITH PORTLAND BENTONITE SLURRY
10. WELL DIAGRAM : Draw a detailed sketch of theell on the back of this
form showing total depth, depth and diameter of screens (if any) remaining
in the well, gravel interval, intervals of casing perforations, and depths and
types of fill materialsised
11. DATE WELL ABANDONED
08/09/12
I DO HEREBY CERTIFY THAT THIS WELL WAS ABANDONED IN ACCORDANCE
WITH 15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF
ORD HAS BEEN PEVIDED TO THE WELL OWNER.
08/16/12
OF RTI ED WE CONTRACTOR DATE
SIGNATURE OF PRIVATE WELL OWNER ABANDONING THE WELL DATE
(The private well owner must be an individual wbersonalltabandons his/her residential well
in accordance with 15A NCAC 2C .0113.)
BRIAN THOMAS
PRINTED NAME OF PERSON ABANDONING THE WE LL
Submit a copy to the owner and the original to: Division of Water Quality - Information Processing,
1617 Mail Service Center, Raleigh, NC 27699-1617, Phone : [phone]
Form GW-30
Rev. 5/10

ATTACHMENT 9 - MAPS AND CROSS -SECTIONS
The following maps and cross -sections are provided with this attachment.
(A) Figure 9-Al is an area map based on the most recent USGS 7.5' topographic map of
the area, at a scale of 1:24,000.
(B) Figure 9-B1 is a topographic contour intervals showing all facility related structures,
property boundaries, streams, springs, lakes, ponds, and other surface drainage
features.
(C) Figure 9-C3 shows all existing or abandoned wells within the area of review of the
wells listed in the well data tabulation that penetrate the proposed injection zone.
(D) Figures 9-D1 through 9-D4 include potentiometric surface maps that show the
direction of groundwater movement, and existing wells from January and August
2012.
(E) Figures 9-E1 through 9-E4 include contaminant plume maps with isoconcentration
lines that show the horizontal extent of the contaminant plume in soil and
groundwater, and existing wells. Figures 9-E1 and 9-E2 show the summary of PCE
in groundwater surrounding the western and northern plumes, respectively, based
on electron capture detector results as well as analytical data from January 2012.
Figures 9-E3 illustrates a summary of PCE in groundwater surrounding the central
plume based on analytical data from January 2012. Figure 9-E4 shows a site -wide
summary of PCE in groundwater.
(F) Figures 9-F1 through 9-F4 show cross-section maps with the known or projected
depth of contamination, the horizontal and vertical extent of the contaminant plume
in soil and groundwater, major changes in lithology, and existing wells.
(G) Figure 9-G1 shows a conceptual PCE release area summary. This figure also shows
the various areas described in the summary, below. The following summary
describes the estimated origin of the contamination:
Environmental investigations conducted at the Site have indicated the presence of
chlorinated volatile organic compounds (CVOCs) in the soil, groundwater, surface
water, subsurface vapor, and indoor air. The main contaminant of concern (COC) at
the Site is tetrachloroethene (PCE), although other site COCs include 1,1-
dichloroethane, 1,1-dichloroethene, bromodichloromethane, cis-1,2-dichloroethene,
methylene chloride, tetrachloroethene, trichloroethene, and vinyl chloride. Since
PCE is not known to be used by Kidde at this Site, the source is believed to be textile
operations between property development in the early 1970s and acquisition of the
property by Kidde in the early 1980s. PCE is a solvent historically used in dry-
cleaning operations and is frequently present in the environment at former textile
sites. Although the original building, which housed the former textile operations,
remains at the Site as part of the current Main Facility Building, additions on the
north and eastern sides of the building have impeded access for subsurface
investigations to more clearly define the "source" area(s) of PCE impacts to the Site.
Based upon a review of Site appurtenances as well as investigation data, the
Page 1 of 2

Remedial Investigation Report, completed by EnSafe, Inc. and dated June 11, 2010,
identified four potential release areas:
• Area A - A reinforced concrete stormwater outfall (Area A outfall) discharging
into the stormwater ditch located along the western property boundary
(western stormwater ditch). The outfall is connected to a stormwater sump
located within the Main Facility Building (Area D).
• Area B - An out -of -service pit located beneath the Main Facility Building.
• Area C - The former loading dock area currently within the Main Facility
Building footprint.
• Area D - A stormwater sump within the Main Facility Building
Page 2 of 2

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SOURCE: USGS 7.5' TOPOGRAPHIC QUADRANGLE
WINSTEAD CROSSROADS, NC — DATED 1977
FIGURE 9-Al. LOCATION MAP
KIDDE TECHNOLOGIES INC.
WILSON, NORTH CAROLINA
Prepared for:
UTC
DRAWN BY: TSH
URS
550. NORTH CAROLINA 27560
DATE: 06/29/ 1 1
PROJECT NO.
Fig.
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DESIGNED BY DATE Figure 9—B1,
DRAWN BY DATE Site Topographic Map
TSH 04FEB13 Kidde Technologies, Inc.
CHECKED BY DATE Wilson, North Carolina
C K 04FEB13 CONTRACT NO. DRAWING NO. REV.
A PPRDATE
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DESIGNED BY DATE Figure 9—D1. Groundwater
DRAWN BY DATE Elevation Map, January 24, 2012
TSH 010CT12 Kidde�ATechnologies, Inc.
CHECKED BY DATE Wilson, North Carolina
CK 010CT12 CONTRACT NO. DRAWING NO. REV.
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- — SITE BOUNDARY
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-1^ WOODED AREA BOUNDARY
—x—%—x- FENCELINE
(145.43) GROUNDWATER ELEVATION
(ft. Above MSL)
—�� GROUNDWATER CONTOUR
(Dashed where Inferred)
GROUNDWATER FLOW DIRECTION
0 130
APPROX. SCALE, ft.
SCALE
AS SHOWN
CENFIDENTIAL-ALL RIGHTS RESERVED -PROPERTY OF
RDU, NG TH CAROUNA 27560
DESIGNED BY DATE Figure 9-D2. Bedrock Well
O RAWN BY DATE Potentiometric Surface Map,
TSH 010CT12 January 24, 2012
CHECKED BY DATE Kidde Technologies, Inc.
CK 010CT12 CONTRACT NO. DRAWING NO. REV.
A PPRBY DATE
CK 010
CT12 31827866..00005 FIGURE.9-D2 0

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LEGEND
S MONITORING WELL
a PIEZOMETER LOCATION
ABANDONED MONITORING WELL
- — SITE BOUNDARY
OFFSITE PARCEL BOUNDARY
BUILDING FOOTPRINT
> DITCH FLOW DIRECTION
-1^ WOODED AREA BOUNDARY
—X—x—X- FENCELINE
143.19 GROUNDWATER ELEVATION
(ft. Above MSL)
(145.35) GROUNDWATER ELEVATION
(Not Used for Contouring)
GROUNDWATER CONTOUR
(Dashed where Inferred)
i� GROUNDWATER FLOW DIRECTION
NS NOT SURVEYED
0 130
APPROX. SCALE, ft.
SCALE
AS SHOWN
DESIGNED BY DATE
CENFIDENTIAL-ALL RIGHTS RESERVED -PROPERTY OF
ROU, NG6TH CAROUNA 27560
DRAWN BY
TSH
CHECKED BY
CK
APPROVED BY
CK
Figure 9-D3. Groundwater
DATE Elevation Map, August 17, 2012
010CT12 Kidde Technologies, Inc.
DATE Wilson, North Carolina
010CT12 CONTRACT NO. DRAWING NO. REV.
DATE 010CT12 31827866.00005 FIGURE.9-D3 0

2013 - 11)48 AM
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WILSON
(VACANT/WOODED)
LEGEND
S MONITORING WELL
a PIEZOMETER LOCATION
ABANDONED MONITORING WELL
- — SITE BOUNDARY
OFFSITE PARCEL BOUNDARY
BUILDING FOOTPRINT
> DITCH FLOW DIRECTION
-1^ WOODED AREA BOUNDARY
—x—x—x- FENCELINE
(145.35) GROUNDWATER ELEVATION
(ft. Above MSL)
— .. GROUNDWATER CONTOUR
(Dashed where Inferred)
GROUNDWATER FLOW DIRECTION
0 130
APPROX. SCALE, ft.
SCALE
AS SHOWN
CENFIDENTIAL-ALL RIGHTS RESERVED -PROPERTY OF
ROU, NG TH CAROUNA 27560
DESIGNED BY DATE Figure 9-D4. Bedrock Well
O RAWN BY DATE Potentiometric Surface Map,
TSH 010CT12 August 17, 2012
CHECKED BY DATE Kidde Technologies, Inc.
CK 010CT12 CONTRACT NO. DRAWING NO. REV.
A PPRBY DATE
CK 010
CT12 31827866.00005 FIGURE.9—D4 0

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(PROPERTY
OWNED BY
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TEST
FACILITY
1
sMW14FY
95.7
Notes:
1. Total CVOC concentrations are shown when the total CVOC value is greater than the PCE value multiplied
by a factor of 2. Total CVOC concentrations are used for PCE contouring. Total CVOC concentrations
represent the sum of detected concentrations of PCE, TCE, cDCE, tDCE and VC.
2. Where Geoprobe groundwater samples were collected at more than one vertical interval at the same
location, the highest of the concentrations is shown.
3. Where a permanent monitoring well is located in the immediate vicinity of a Geoprobe groundwater sample
location, only the permanent monitoring well and corresponding analytical data are shown.
4. Permanent monitoring well analytical results are for samples collected in January 2012 except for results
for MW-1 4FY. The result for this well is for a sample collected in August 2011.
5. For MIP boring locations where no groundwater sample was located, a designation of "H", "L" or "ND" is
shown to indicate if the MIP ECD results indicate "high", "low" or "not detected" relative CVOC content.
6. The Western Plume color —scale MIP ECD results shown represent the relative CVOC content at 16 feet bgs.
7. All results are in ug/L.
LEGEND
— • — SITE BOUNDARY
—� DITCH FLOW DIRECTION
^^ WOODED AREA BOUNDARY
xX- FENCELINE
fli MONITORING WELL
PIEZOMETER LOCATION
6,830
99.8
BEDROCK MONITORING WELL
(Not Used for Isocontour)
PCE GROUNDWATER
CONCENTRATION FROM GEOPROBE
OR TEMPORARY WELL SAMPLE
) ABANDONED MONITORING WELL
® ENSAFE GEOPROBE SAMPLE
LOCATION (2005/2006)
O ENSAFE GEOPROBE SAMPLE
LOCATION (2009)
X URS TEMPORARY WELL
LOCATION (2011)
O MIP BORING LOCATION
PCE GROUNDWATER
CONCENTRATION FROM PERMANENT
MONITORING WELL SAMPLE
2,220/13,160 PCE/TOTAL CVOC CONCENTRATIONS
106/21 6.5
ECD Results in Microvolts
1 X10'
9 X 106
8X 106
7X106
6X106
5X106
4X 106
3X 106
2X106
1X106
ESTIMATED BOUNDARY OF PCE
GW CONC. >70,000 ug/L
(LIKELY DNAPL PRESENCE)
ESTIMATED BOUNDARY OF PCE
GW CONC. >7,D00 ug/L (LIKELY
RESIDUAL DNAPL PRESENCE)
ESTIMATED BOUNDARY OF PCE
GW CONC. >700 ug/L
ESTIMATED BOUNDARY OF PCE
GW CONC. >70 ug/L
ABBREVIATIONS
ND = Not Detected
NS = Not Sampled
ug/L = Micrograms Per Liter
DNAPL = Dense Non —Aqueous Phase Liquid
PCE = Tetrachloroethene
TCE = Trichloroethene
cDCE = cis 1,2—Dichloroethene
tDCE = trans 1 ,2—Dichloroethene
VC = Vinyl Chloride
ECD = Electron Capture Detector
MIP = Membrane Interface Probe
CVOC = Chlorinated Volatile Organic Compound
0 60
APPROX. SCALE, ft.
SCALE
AS SHOWN
CENFIDENTIAL-ALL RIGHTS RESERVED-PROFERTY OF
ROU, NORTH CAROUNA 27560
DESIGNED BY
DRAWN BY
TSH
CHECKED BY
CK
APPROVED BY
CK
DATE
DATE
240CT12
DATE
240CT12
Figure 9—E1. Western Plume
Summary of PCE in Groundwater
Kidde Technologies, Inc.
Wilson, North Carolina
CONTRACT NO. DRAWING NO. REV.
2400T12 DATE 31827866.00005
FIGURE.9—E1
0

0
s
CL
0
0
MW13FY
1
▪ SS\
MW29R
418
76.9
X
MW29FY
97.8
X OL
MWO7
\ss� MWO7FY — 2,960
ss
ss LO O
\SSA 8 X
t-x-
22.3 X
61.10
EA - • AGE DITCH —>"
592
2,890/10,644
MW26FY
MW27FY 99.8
tio 263
20
6,830
3,16
MW36FY
0.99
MW22FY
nr90.7
Notes:
1. Total CVOC concentrations are shown when the total CVOC value is greater than the PCE value multiplied
by a factor of 2. Total CVOC concentrations are used for PCE contouring. Total CVOC concentrations
represent the sum of detected concentrations of PCE, TCE, cDCE, tDCE and VC.
2. Where Geoprobe groundwater samples were collected at more than one vertical interval at the same
location, the highest of the concentrations is shown.
3. Where a permanent monitoring well is located in the immediate vicinity of a Geoprobe groundwater
sample location, only the permanent monitoring well and corresponding analytical data are shown.
4. Permanent monitoring well analytical results are for samples collected in January 2012.
5. For MIP boring locations where no groundwater sample was located, a designation of "H", "L" or "ND" is
shown to indicate if the MIP ECD results indicate "high", "low" or "not detected" relative CVOC content.
6. The Northern Plume color —scale membrane interface probe (MIP) electron capture detector (ECD) results shown
represent the relative chlorinated volatile organic compound (CVOC) content at 17 feet below ground surface (bgs).
7. All results are in ug/L.
— • — SITE BOUNDARY
—� DITCH FLOW DIRECTION
^^ WOODED AREA BOUNDARY
xx- FENCELINE
• MONITORING WELL
• PIEZOMETER LOCATION
• BEDROCK MONITORING WELL
(Not Used for Isocontour)
6,830 PCE GROUNDWATER
CONCENTRATION FROM GEOPROBE
OR TEMPORARY WELL SAMPLE
LEGEND
0
0
99.8 PCE GROUNDWATER
CONCENTRATION FROM PERMANENT
MONITORING WELL SAMPLE
2,220/13,160 PCE/TOTAL CVOC CONCENTRATIONS
106/21 6.5
ECD Results in Microvolts
1 X10'
9 X 106
8X 106
7X106
6X106
5X106
4X 106
3X106
2X106
1X106
ABANDONED MONITORING WELL
ENSAFE GEOPROBE SAMPLE
LOCATION (2009)
URS TEMPORARY WELL
LOCATION (2011)
MIP BORING LOCATION
ESTIMATED BOUNDARY OF PCE
GW CONC. >70,000 ug/L
(LIKELY DNAPL PRESENCE)
ESTIMATED BOUNDARY OF PCE
GW CONC. >7,000 ug/L (LIKELY
RESIDUAL DNAPL PRESENCE)
ESTIMATED BOUNDARY OF PCE
GW CONC. >700 ug/L
ESTIMATED BOUNDARY OF PCE
GW CONC. >70 ug/L
ABBREVIATIONS
ND = Not Detected
NS = Not Sampled
ug/L = Micrograms Per Liter
DNAPL = Dense Non —Aqueous Phase Liquid
PCE = Tetrachloroethene
TCE = Trichloroethene
cDCE = cis 1,2—Dichloroethene
tDCE = trans 1 ,2—Dichloroethene
VC = Vinyl Chloride
ECD = Electron Capture Detector
MIP = Membrane Interface Probe
CVOC = Chlorinated Volatile Organic Compound
0 40
APPROX. SCALE, ft.
SCALE
AS SHOWN
DESIGNED BY DATE
CENFIDENTIAL-ALL RIGHTS RESERVED -PROPERTY OF
ROU, NG TH CAROUNA 27560
DRAWN BY
TSH
CHECKED BY
CK
APPROVED BY
CK
DATE
240CT12
DATE
240CT12
Figure 9—E2, Northern Plume
Summary of PCE in Groundwater
Kidde Technologies, Inc.
Wilson, North Carolina
CONTRACT NO. DRAWING N0.
DATE 240CT12 31827866.00005 FIGURE.9—E2
REV.
0

1
CO
CU
L
0
S2
Iv
L_
0
Central Plume PCE I
w
m
C Permlt\Ciqure
CU
7
0
o
RELEASE
AREA B
G
ND ®
ND
RELEASE
AEA C
sIVW12FY
ND
M W 011
26.6
12.8 33.7/514.6TEST EI
i® 02 ®
PACIL_
MW41
®4,470
220/2,74
0
106/216.5
25 200
®MW4 V W44
36, 00 3,150
0
ND
MW45
1 ,350
0
123
1
M033R
03FY
45
.7
® Q W03
0.26
ND 0
0.24
NI
ND
DITCH
RING k.
RELEASE
AREA D
€3
0
ND
SERVICE
O CENTER p
91 0.53
0
MW28R
6, 600
0
ND
ND
0
ND
LEGEND
— • — SITE BOUNDARY
—� DITCH FLOW DIRECTION
^^ WOODED AREA BOUNDARY
xx- FENCELINE
• MONITORING WELL
• PIEZOMETER LOCATION
• BEDROCK MONITORING WELL
(Not Used for Isocontour)
6,830 PCE GROUNDWATER
CONCENTRATION FROM GEOPROBE
OR TEMPORARY WELL SAMPLE
) ABANDONED MONITORING WELL
® ENSAFE GEOPROBE SAMPLE
LOCATION (2005/2006)
O ENSAFE GEOPROBE SAMPLE
LOCATION (2009)
X URS TEMPORARY WELL
LOCATION (2011)
99.8 PCE GROUNDWATER
CONCENTRATION FROM PERMANENT
MONITORING WELL SAMPLE
2,220/13,160 PCE/TOTAL CVOC CONCENTRATIONS
106/21 6.5
99.4
'Z-1BNPZ-1A
DRAINAGE DIT
1 cbPZ-1 D
500
0 60
APPROX. SCALE, ft.
ABBREVIATIONS
ND = Not Detected
NS = Not Sampled
ug/L = Micrograms Per Liter
DNAPL = Dense Non —Aqueous
Phase Liquid
PCE = Tetrachloroethene
TCE = Trichloroethene
cDCE = cis 1 ,2—Dichloroethene
tDCE = trans 1,2—Dichloroethene
VC = Vinyl Chloride
ESTIMATED BOUNDARY OF PCE
GW CONC. >70,000 ug/L
(LIKELY DNAPL PRESENCE)
ESTIMATED BOUNDARY OF PCE
GW CONC. >7,000 ug/L (LIKELY
RESIDUAL DNAPL PRESENCE)
ESTIMATED BOUNDARY OF PCE
GW CONC. >700 ug/L
ESTIMATED BOUNDARY OF PCE
GW CONC. >70 ug/L
Notes:
1. Total CVOC concentrations are shown when the total CVOC value is
greater than the PCE value multiplied by a factor of 2. Total CVOC
concentrations are used for PCE contouring. Total CVOC concentrations
represent the sum of detected concentrations of PCE, TCE, cDCE, tDCE
and VC.
2. Where Geoprobe groundwater samples were collected at mare than one
vertical interval at the same location, the highest of the concentrations
is shown.
3. Where a permanent monitoring well is located in the
of a Geoprobe groundwater sample location, only the
monitoring well and corresponding analytical data are
immediate vicinity
permanent
shown.
4. Permanent monitoring well analytical results are for samples collected in
January 2012 except for results for MW-3 and MW-12FY. Results for
these wells are for samples collected in August 2011.
5. All results are in ug/L.
SCALE
AS SHOWN
CQJFIDENTIAL-ALL RIGHTS RESERVED -PROPERTY OF
RDU, NG TH CAROUNA 27560
DESIGNED BY
APPROVED BY
CK
DATE
DATE
240CT12
DATE
240CT12
DATE
240CT12
Figure 9—E3. Central Plume
Summary of PCE in Groundwater
Kidde Technologies, Inc.
Wilson, North Carolina
CONTRACT NO. DRAW ING N0.
31827866.00005
FIGURE.9—E3
REV.

Slte-wIde PCE I
IC
MW11
ND
MAIN
FACILITY
BUILDING
PUMP
-I❑USE
DITCH
NS
MWO p
MW39
460
OWR 603
MW1OBR
TEST CELL
MWO1s
26.6
M 03BR
03FY
45
1.7
0 W03
1,831 0
0
123
26
ND O
0.24
�N 0
ND
M• W32FY
2.4
sMW34 FY
NS
MW24FY 2Z-3C 30 140
ESTERN DRAINAGE DITCH
0
ND
SERVICE
0 CENTER 0
ti1 0.53
ND MW17FYS
X32 xS
MWO9
1.3
—1 BaPZ-1A
CARTRIDGE
BUILDING
BUNKER
MWO8BR
e9 MW08
10.7
,MW3OR
MW30FY% 582
61.1 X 1
DRAINA — DITCH 0---22.3
0 - PZ 1 D 592
ND 500
O $,MW27FY
ND 263
MWO6
ND
MW26
99.8
MW23FY
S. NS
W35FY
ND e9
MW2OFY
ND e9
MW21 FY
NS e9
Z-2C
4PZ-2D
ND
MW36FY
0.99
205
410
SMW22FY
90.7
,830
220/13,160
890/ 10, 544
LEGEND
— • — SITE BOUNDARY
—� DITCH FLOW DIRECTION
^^ WOODED AREA BOUNDARY
Xx— FENCELINE
e9 MONITORING WELL
• PIEZOMETER LOCATION
• BEDROCK MONITORING WELL
(Not Used for Isocontour)
ABANDONED MONITORING WELL
® ENSAFE GEOPROBE SAMPLE LOCATION
CENTRAL AND WESTERN PLUME (2005/2006)
O ENSAFE GEOPROBE SAMPLE
LOCATION (2009)
X URS TEMPORARY WELL
LOCATION (2011)
6,830 PCE GROUNDWATER
CONCENTRATION FROM GEOPROBE
OR TEMPORARY WELL SAMPLE
99.8 PCE GROUNDWATER
CONCENTRATION FROM PERMANENT
MONITORING WELL SAMPLE
2,220/13,160 PCE/TOTAL CVOC CONCENTRATIONS
106/21 6.5
0 100
APPROX. SCALE, ft.
ABBREVIATIONS
ND = Not Detected
NS = Not Sampled
ug/L = Micrograms Per Liter
DNAPL = Dense Non —Aqueous Phase Liquid
PCE = Tetrachloroethene
TCE = Trichloroethene
cDCE = cis 1 ,2—Dichloroethene
tDCE = trans 1,2—Dichloroethene
VC = Vinyl Chloride
CVOC = Chlorinated Volatile Organic
ESTIMATED BOUNDARY OF PCE
GW CONC. >70,000 ug/L
(LIKELY DNAPL PRESENCE)
ESTIMATED BOUNDARY OF PCE
GW CONC. >7,000 ug/L (LIKELY
RESIDUAL DNAPL PRESENCE)
ESTIMATED BOUNDARY OF PCE
GW CONC. >700 ug/L
ESTIMATED BOUNDARY OF PCE
GW CONC. >70 ug/L
Compound
Notes:
1. Total CVOC concentrations are shown when the total CVOC value is
greater than the PCE value multiplied by a factor of 2. Total CVOC
concentrations are used for PCE contouring. Total CVOC concentrations
represent the sum of detected concentrations of PCE, TCE, cDCE, tDCE
and VC.
2. Where Geoprobe groundwater samples were collected at mare than one
vertical interval at the same location, the highest of the concentrations
is shown.
3. Where a permanent monitoring well is located in the immediate vicinity
of a Geoprobe groundwater sample location, only the permanent
monitoring well and corresponding analytical data are shown.
4. Permanent monitoring well analytical results are for samples collected in
January 2012 except for results for MW-3, MW-12FY and MW-14FY.
Results for these wells are for samples collected in August 2011.
5. All results are in ug/L.
SCALE
AS SHOWN
CQJFIDENTIAL-ALL RIGHTS RESERVED -PROPERTY OF
RDU, NG TH CAROUNA 27560
DESIGNED BY
APPROVED BY
CK
DATE
DATE
240CT12
DATE
240CT12
DATE
240CT12
Figure 9—E4. Site —wide Summary
of PCE in Groundwater
Kidde Technologies, Inc.
Wilson, North Carolina
CONTRACT NO. DRAW ING N0.
31827856.00005
FIGURE.9—E4
REV.
0

SO
IRPORT DRIV
-•
sM1W19FY
%-xx-x-x-%-x� I' '
US ARMY
NA I"IONAL
GWARD
(PROPERTY
OWNED BY
CIIt( OF
WI SON)
MW25FY
�x—x-
/ MW4
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II
ism fiR
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MW39
13AW11
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MW24FY PZ-3C •.-3D liMW2DFY
W10 N GE DD[TC x X
x x
MWO•
MW1DW S
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—x 1c1 z x x x x x x
T ST CELL ENGINEERING
❑ TEST eMW14Tl'
0 Wpis. FACILITY
TEST FIRING RANGE x
,t9MW02
MW41
A'
sMW42 eMW44
MAIN
FACILITY
BUILDING eMW43 C W45
PUMP
HOUSE
03BR
03FY
W03
BMW37FY
6tMW12FY
DITCH —)
fl
NW15R SERVICE
MWI5FY CENTER
MW28F�
MW28R C
43
43
4
MW
PZ-1B0PZ-1A
EASTE•NPZ`DRAIN'��PZA�iE_-1DITCH�
CARTRIDGE
BUILDING
BUNKER
• MWO6
(1 MWDS
H—>
URCE: ENSAFE & WILSON COUNTY GIS
MW30
MMWD8BR
MWO8
W3OR
�x
sMW27FY
l
MW29R
BM1W21 FY
D
PZ ,.2733 m®-2C
P 2B1 PZ-2D
MW2 FY
MW07FY WO
rx
x o
iMW26FY
B
MMW36FY
�MW22FY
CITY OF
WILSON
(VACANT/WOODED)
LEGEND
9 MONITORING WELL
PIEZOMETER LOCATION
ABANDONED MONITORING WELL
• — UTC PROPERTY BOUNDARY
OFFSITE PARCEL BOUNDARY
BUILDING FOOTPRINT
> DITCH FLOW DIRECTION
WOODED AREA BOUNDARY
—x—x—x- FENCELINE
— — CROSS—SECTION LOCATION
0 130
APPROX. SCALE, ft.
SCALE
AS SHOWN
CENFIDENTIAL-ALL RIGHTS RESERVED -PROPERTY OF
RDU, NG TH CAROUNA 27560
DESIGNED BY DATE
Figure 9—F1. Cross Section
DRAWN BY DATE Location Map
TSH 04FEB13 Kidde�ATechnologies, Inc.
CHECKED BY DATE Wilson, North Carolina
C K 04FEB13 CONTRACT NO. DRAWING NO. REV.
A PPRDATE
CK BY 04FEB13 31827866.00005 FIGURE.9—F1 0

m
L_
Section A—A.dwa
0
U
a)
E
o_
mit\Fiaure 9—F2 — Western
Data\4.6 Drawinas\2013
\Jobs4\_Proiects\UTC\4
160
150
140
A A'
WEST EAST
CL
ML
130 —
120
110
SC
CL
SM/SC
<0.25
CL
CL
I SM
11,460
CL
32,700
CL/SC
4,070
SM
SM/SC
SOURCE: ENSAFE, DATED: 5-17-10, DRAWING No.: 2414_B001.
CL
WEATHERED SLATE
OR PHYLLITE
SLATE OR PHYLLITE
SCHIST
CL/SC
345
WEATHERED SCHIST
03/06 <1
100 0
HORIZONTAL SCALE
10 0
VERTICAL SCALE
100
FEET
10
FEET
LEGEND
— DRAINAGE DITCH
1,460 — PCE RESULTS FROM
GROUNDWATER SAMPLE
(All results for PCE in ug/L)
— EXISTING WELL SCREEN INTERVAL
APPROXIMATE WATER TABLE
— PROPOSED DPT INJECTION AREA
CL — CLAY
ML — SILT
SC — CLAYEY SAND
SM — SILTY SAND
NOTE:
MONITORING WELL PCE CONCENTRATIONS ARE FOR
GROUNDWATER SAMPLES COLLECTED IN JANUARY
2012, EXCEPT MW-3BR WHICH WAS SAMPLED
AUGUST 2012.
SCALE
AS SHOWN
CONFIDENTIAL -ALL RIGHTS RESERVED -PROPERTY OF
ROD. NORTH CAROLINA 27560
DESIGNED BY
DRAWN HY
TSH
CHECKED BY
CK
APPROVED BY
CK
DATE
DATE
060CT1 1
DATE
11FEB13
DATE
11FEB13
Figure 9—F2. Western Plume
Cross —Section A —A'
Kidde Technologies Inc.
Wilson, North Carolina
CONTRACT N0.
31827618.00003
DRAWING NO.
FIGURE. 9—F2
REV.
0

0_
0
0
0
z
L1
a_
0
E
v
0
U
0
N
0
0
0
0
0
0
aT
ET
U
0
0 U
Q)
O
d
C0
Vl
0
0
IL
160
150
140
130
120
110
B
WEST
CC EL
m,i- o
:o
CD
11
CL
SM
4,350
89.5
634
<0.25
2
SM
SCHIST
SOURCE: ENSAFE, DATED: 5-17-10, DRAWING No.: 2414_B001.
CO
1,020
<50
B'
cL co
r N EAST
CD
CL
M
SC
418
WEATHERED
SLATE OR PHYLLITE
CL/ML
<1.0
CL/ML
99.8
ML
SM
WEATHERED
SLATE OR PHYLLITE
100
HORIZONTAL SCALE
10
VERTICAL SCALE
0
0
100
FEET
10
FEET
LEGEND
APPROXIMATE WATER TABLE
— SCREEN INTERVAL
1r- DRAINAGE DITCH
582 — PCE RESULTS FROM GROUNDWATER SAMPLE
(All results for PCE in ug/L)
— — — — PROPOSED DPT INJECTION AREA
CL — CLAY
ML — SILT
SC — CLAYEY SAND
SM — SILTY SAND
NOTES:
1. MONITORING WELL PCE CONCENTRATIONS ARE
FOR GROUNDWATER SAMPLES COLLECTED IN
JANUARY 2012, EXCEPT MW-8BR WHICH WAS
SAMPLED AUGUST 2012.
2. DISCRETE INTERNAL DPT SAMPLES (GP14,
GP18 AND GP46) WERE COLLECTED IN
FEBRUARY 2006.
SCALE
AS SHOWN
CONFIDENTIAL -ALL RIGHTS RESERVED -PROPERTY OF
ROIL, NORTH CAROLINA 27560
DESIGNED BY DATE Figure 9—F3. Northern Plume
DRAWN ELY DATE Cross —Section B—B'
TSH 03MAY11 Kidde Technologies Inc.
CHECKED BY DATE Wilson, North Carolina
WP 1 1 FEB13 CONTRACT NO. DRAWING No. REV.
APPRWP 1 1 FEB1 3 31827618.00001 FIGURE.9—F3 0

ELEVATION (FEET ABOVE MSL)
160
150 —
140 —
130 —
120 —
C
WEST
MAIN FACILITY BUILDING
Li)
LOADING AREA
��- XXXXXX
X X X X X X X X
X X X X X X X X X X X X X
CO
CV
EASTERN DRAINAGE DITCH
CI
EAST
ESTIMATED DEPTH OF STIFF CLAY (LOWER
YORKTOWN CLAY)
CLAY IS CONFINING UNIT AND REPRESENTS THE
ESTIMATED EXTENT OF DNAPL CONTAMINATION.
40
HORIZONTAL SCALE
10
VERTICAL SCALE
0
0
40
FEET
10
FEET
[//t
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
CONCRETE
ASPHALT
SAND FILL
MONITORING WELL w/
SCREEN INTERVAL
V— APPROXIMATE WATER TABLE
1,870 PCE RESULTS FROM
GROUNDWATER SAMPLE
(All results for PCE in ug/L)
PROPOSED DPT
INJECTION AREA
NOTE:
MONITORING WELL PCE CONCENTRATIONS
ARE FOR GROUNDWATER SAMPLES
COLLECTED IN JANUARY 2012.
SCALE
AS SHOWN
CENFIDENTIAL-ALL RIGHTS RESERVED-PROF£RTY OF
ROU, NORTH CAROUNA 27560
DESIGNED BY DATE
DRAWN BY DATE
TSH 240CT12
CHECKED BY DATE
CK 11FEB13
Figure 9—F4. Central Plume
Cross —Section C—C'
Kidde Technologies, Inc.
Wilson, North Carolina
CONTRACT NO. DRAWING NO. REV.
A PPRBY DATE
CK 11 FEB13 31827866.00005 FIGURE.9—F4
0

l')
February 1
of
z
PCE Release Area Summar
MILITARY
VEHICLE
STORAGE
RffiLEASEhARLAx X
PARKIP
T
a
aS-0B—aS
Bs— ss— ss—
r---J , I
,ss i
co— OS —OS —05—as—as—as 1
RELEASE AREA B
1 MAIN s
FACILITY
BUILDING
L
RELEASE AREA C
as —
J
5—sa
DITCH
CENTRAL PLUME
O
4
WESTERN PLUME
STE'N DRAINAGE DITCH
ENGINEERING
TEST
FACILITY
ES? Nm6s F E °——°'—ss—ss
x x x
RELEASE A1 —
CENTEP'.-$•
CARTRIDGE
BUILDING
BUILDING
I I
GAS
xpT❑RAGE
%I
—asi—
NORTHERN PLUME
ss
RAAINAGE DITCH
PAR
KING
0 100
APPROX. SCALE, ft.
H3lIQ 39VN
SCALE
— 50-
- m—
LEG EN D
UTC PROPERTY BOUNDARY
DITCH FLOW DIRECTION
WOODED AREA BOUNDARY
FENCELINE
SANITARY SEWER LINE
STORMWATER LINE
----- FORMER TEXTILE FACILITY
BUILDING FOOTPRINT
ESTIMATED BOUNDARY OF PCE
® GW CONC. >70,000 ug/L
(LIKELY DNAPL PRESENCE)
ESTIMATED BOUNDARY OF PCE
GW CONC. >7,000 ug/L (LIKELY
RESIDUAL DNAPL PRESENCE)
ESTIMATED BOUNDARY OF PCE
GW CONC. >700 ug/L
i=i> CONFIRMED ACCELERATED
PCE TRANSPORT PATHWAY
POSSIBLE ACCELERATED
PCE TRANSPORT PATHWAY
ECD Results in Microvolts
•
1
1X1❑7
9X106
8X 106
7X 106
6X106
5X106
4X 106
3X106
2X106
1X106
NOTES:
1. The Northern Plume color —scale membrane interface probe (MIP) electron
capture detector (ECD) results shown represent the relative chlorinated
volatile organic compound (CVOC) content at 17 feet below ground surface
(bgs).
2. The Western Plume color —scale MIP ECD results shown represent the relative
CVOC content at 16 feet bgs.
Contamination Source and Existing Chemical Storage Note:
Targeted Groundwater and Chemical Storage contamination is from previous
textile operations. The conceptual PCE release area summary is shown on the
map. There is no continuing source of PCE on —site and PCE has not been used
at the site since 1953. The site currently operates as a fire suppression system
manufacturer. Chemicals and related processes currently stored in the Main
Facility Building and Service Center include electronics coatings, solvent based
paint, fire —suppression agent and foam, eutectic salts, acid rinse solutions, and
copper solution. Halon and gas storage containers are stored outside north of
the Service Center. Fire suppression products ore tested in the contained test
cell area and contained smoke testing is performed in the engineering test
facility. The Cartridge Facility houses explosive powders in three magazines in a
bunker. One magazine contains cartridges that ore past the customer
specification dote but which can still be used for product testing. The second
magazine contains lead azide powder stored under an ethanol —water mixture.
The third magazine contains Hexanitrostilbene (HNS) powder. The Cartridge
Facility uses ethanol, hexane, and acetone in its operations, as well as aluminum
oxide grit for sandblasting small parts. The Burn Unit is used for destroying
small amounts of lead azide powder residue stored in an ethanol —water mixture.
The Pump House is an emergency power generator with a self—contained fuel
tank that, according to Site personnel, holds approximately 50 gallons of diesel
fuel. No waste or wastewater is treated or disposed of on —site. All hazardous
solids or liquids are containerized and transported off —site for disposal.
AS SHOWN
CWFIDENTIAL-ALL RIGHTS RESERVED -PROPERTY OF
RDU, NO TH CAROUNA 27560
DESIGNED BY
APPROVED BY
CK
DATE
DATE
04FEB13
DATE
04FEB1 3
DATE
04FEB1 3
Figure 9—G1. Conceptual PCE
Release Area Summary and
Existing Chemical Storage Areas
Kidde Technologies, Inc.
CONTRACT NO. DRAWING NO.
31827866.00005
FIGURE.9—G 1
REV.
0