WI0300088_Complete File - Historical_20041210

y
` =DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
December 10, 2004
MEMORANDUM
TO: File
THROUGH: Evan KaneEd 1Z
FROM: Thomas Slusser
RE: Sodium Permanganate Pilot Study at the Former Charlotte Army Missile Plant
The former Charlotte Army Missile Plant (CAMP) is located at 1776 Statesville Avenue in Charlotte,
Mecklenburg County, and is currently primarily used as a trucking distribution center for Eckerd Drugs of
North Carolina. The overall CAMP investigation area consists of five former above ground or below ground
storage tanks plus two other areas of concern; see Figure 7 in the file. Materials stored in these tanks included
trichloroethene (TCE), transmission oil, antifreeze, motor oil, heating oil, diesel fuel, sulphuric acid, chrome,
cyanide, sulphur dioxide, toluene, xylene, and gasoline. TCE is the primary contaminant of concern throughout
the CAMP site. The purpose of the pilot study is to inject sodium permanganate for in situ chemical oxidation
of TCE in an area on the east side of Building #1 and use the results to help plan full-scale site remediation; see
Figure 1 in the file. The state's administrative permitting requirements have been waived for this project due to
the CAMP site's coverage under the Comprehensive Environmental Response, Compensation, and Liability Act
(CERCLA).
The geologic setting of the CAMP site is in the Charlotte Belt, which is regionally characterized by intrusive
granitic to granodioritic plutons into the preexisting gneiss. The plutons and gneiss have gabbroic intrusions
and all are cross -cut by pegmatitic dikes. Fractures in bedrock have a N20W trend and decrease in density with
increasing depth. The subsurface consists of residual soils up to 35 feet thick, saprolite 15-50 feet thick,
fractured and partially weathered bedrock 1-5 feet thick, then competent dioritic bedrock. Depth to competent
bedrock in contaminant hot spots is 55-85 feet and groundwater is encountered at depths of 4-10 feet. The
hydraulic properties of these geologic materials are divided into three zones: residuum and saprolite comprise
the shallow zone (SZ), the fractured and slightly weathered bedrock comprise the transition zone (TZ), and the
competent bedrock comprises the bedrock zone (BZ). A hydraulic gradient of 0.02 has been observed for all
three zones and groundwater flow is to the northwest; groundwater flow rates are 593 ft/yr for the SZ, 125.5
ft/yr for the TZ, and 7.3 ft/yr for the BZ.
Two existing wells will be used to inject a 2% solution of sodium permanganate: SAIC-10 and SAIC-16; the
former will inject into the TZ and the latter well will inject into the SZ. The consultant plans to install four new
monitoring wells, and their plans for placement and screened interval are good. The proposed monitoring plan
is satisfactory upon the addition of RCRA metals before and after injection. Two of the four new monitoring
wells will be used for this metals sampling: SAIC-20, in the TZ, and SAIC-22, in the SZ; they will be sampled
before injection and eight weeks after injection. All monitoring wells in the pilot test area will be sampled at 1,
2, 4, 8, and 12 weeks after injection for the following parameters: Volatile Organic Compounds, Chemical
Oxygen Demand, pH, conductivity, turbidity, oxidation-reduction potential, temperature, and dissolved oxygen.
A teclulical report summarizing the project and including monitoring data is to be submitted to the UIC
Program upon completion of the injection project.

RECEIVED / DENR / DWQ
AQUIFFR'PRnTFr:Tim SFCTION
NCDENR
JUL 11.2008
North Carolina Department of Environment and Natural Resources
Dexter R. Matthews, Director Division of Waste Management
Michael'F. Easley, Governor
William G. Ross Jr., Secretary
July 9, 2008
U.S. Army Engineering District, Wilmington
Attn: John Baden
PO Box 1890
Wilmington, North Carolina 28402-1890
Re: Draft Final Feasibility Study for the Former Charlotte Army Missile Plant, Mecklenburg
County, Charlotte, North Carolina, dated: April 2008
Dear Mr. Baden:
The North Carolina Superfund Section of the Division of Waste Management has reviewed the
referenced document. Our comments are attached.
If you have any questions, please contact me at [phone].
Sincerely,
lt`r 'k "�_.
Art Shacter
Environmental Engineer
Superfund Section
cc: Dave Lown
QT-,Qi Aquifer Protection Section
File
1646 Mail Service Center, Raleigh, North Carolina 27699-1646
Phone [phone] FAX [phone] Internet http:/Iwastenotnc.org
An Equal Opportunity / Affirmative Action Employer— Printed on Dual Purpose Recycled Paper

Draft Final Feasibility Study for Former CAMP
1. In the 2" a paragraph of the "Executive Summary", the report states that "This site
is currently used as an industrial park and is primarily a trucking distribution .
center for the Eckard Drug Company." There is no longer an Eckard Drug
Company. The sentence could be changed to either the former Eckard Drug
Company now Rite Aid or change the tense from is to was. This incorrect
statement is also on pages 1-1 section 1.2.1, .1-4 section 1.2.2 ( are the other
owners listed still current),
2. In the "Executive Summary "on page xiv, it discusses the fact that there is a storm
sewer network that exits the site at a man made drainage channel. It also
mentions that the storm drain system may be susceptible to groundwater
infiltration. TCE-was detected in the sample taken at the drainage ditch, but the
value was below the NCAC 2B surface water standard. During the next round
of sampling, the corps should consider. having their contractor take some
additional surface water samples at the drainage ditch, and have them analyzed
for TCE and any daughter, products.
3. In the "Executive Summary" under Alternative Evaluation on page xvii, it states
that the preferred alternative for achieving the remedial action objective (RAO) is
Alternative 5, In situ chemical oxidation using sodium permanganate. NCDENR
concurs with using this alternative.
4. In Section 1.4.2 on page 1-11, it mentions that TCE was detected in a surface
water sample at a value below the surface water standards. See comment 2.
5. In Section 1.5.3 on page 1-22, it states that the storm sewer system was visually
examined on August 10, 2001. Also, that while there was no precipitation
recorded 10 days prior to inspection, running water was observed in several storm
drains and manholes.. Do we have information on whether running water is
typically found in the storm drain system- or is it only present after rain?
6. In Section 1.5.3 on page 1-25, it states that a surface water sample taken from the
storm sewer system in 2003 exceeded the NCAC 2B surface water -standards. In
the executive summary (see comment 2) it states that the surface water samples
did not exceed the NCAC 2B standards. Request that these two statements be
clarified.
7. In section 1.7 on page 1-30, it states "Hot Spot No. 3 is located within the BZ
along the northeastern corner of Building 1 and is located with the footprint of
Hot Spot No. 1 (Figure 1-17)." Figure 1-17 does not show any hot spots.
8. In Section 2.5 on page 2-12, it states,"While no current exposures are identified
for contaminants in the storm sewer, the sewer represents a potential migration

pathway for contaminated groundwater to infiltrate into the storm drain and
subsequently discharge to surface water." This is why it would beneficial to do
some additional sampling where the storm drain exits the property. See comment
2.
9. The pilot study was initially proposed with sodium permanganate. A meeting was
held and this pilot study was discussed with Underground Injection Control
Branch personnelfrom the Aquifer Protection Section. As a result of this meeting
you were provided with a letter allowing you to inject sodium permanganate into
the groundwater. This letter has no expiration date, but. did come with a few
conditions. The corps or its contractor was required to provide the aquifer
protection section with a copy of the sampling results from the pilot study. Also
there is a requirement to provide a copy .of the plan for any future sodium
permanganate injection for review by the Aquifer Protection Section. One way
for the corps fo andle this is for the corps to send a copy of all pilot study .data
and any plan for future sodium permanganate injection both to the Superfund
Section and the Aquifer. Protection Section.

i
NORTH CAROLINA -
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCE,;
APPLICATION FOR PERMIT TO CONSTRUCT AND/OR USE A WELL(S) FOR
INJECTION
Class 5I Wells
In Accordance with the provisions of NCAC Title 15A: 02C.0200
Complete application and mail to address on the back page.
C)
-17-
TO: DIRECTOR, NORTH CAROLINA DIVISION OF WATER QUALITY sCD
DATE: November 30, 2004 r�
t
,v
A. PERMIT APPLICANT
^ra
Name: United States Army Corps of Engineers - Savannah District 40
Address: 100 West Oglethorpe Avenue
City: Savannah State: GA Zip Code: 31401
County: Telephone: [phone]
B. PROPERTY OWNER (if different from applicant)
Name: Eckerd of North Carolina Inc.
Address: 8333 Bryan Dairy Road
City: Largo State: _FL_ Zip Code: 34647
County: Telephone: [phone]
C. STATUS OF APPLICANT.
Private: Commercial:
County: Municipal: _
Federal: _X State:
Native American Lands:
D. FACILITY (SITE) DATA
(Fill out ONLY if the Status is Federal, State, County, Municipal or Commercial).
Name of Business or Facility: Former Charlotte Army Missile Plant (CAMP)
Address: 1776 Statesville Avenue
City: Charlotte Zip Code: 28206 County: Mecklenburg
Telephone: [phone] Contact Person: Sam Wells
E. INJECTION PROCEDURE Please see attached supplemental information.
Provide a detailed description of all planned activities relating to the proposed injection
facility including but not limited to:
(1) construction plans and materials;
(2) operation procedures; and
(3) a planned injection schedule.
GW-57 REM (Jan, 2000) Page I of 5

F
G
1n
I.
DESCRIPTION OF SITE Please see attached supplemental information.
Provide a brief description of the contamination incident and the incident number
assigned by the Division of Water Quality staff in the Department's Regional Office:
HYDROGEOLOGIC DESCRIPTION Please see attached supplemental information.
SECTION (G) MUST BE ORIGINALLY SEALED AND SIGNED BY A
LICENSED GEOLOGIST
Provide a hydrogeologic description, soils description, and cross section of the subsurface to a
depth that included the known or projected depth of contamination. The number of borings
shall be sufficient to determine the following:
(1) the regional geologic setting;
(2) significant changes in lithology;
(3) the hydraulic conductivity of the saturated zone;
(4) the depth to the mean seasonal high water table; and
(5) a determination of transmissivity and specific yield of the aquifer to be used for
injection (showing calculations).
MONITORING PROCEDURE Please see attached supplemental information.
Provide plans for proposed location and construction details of groundwater monitoring well
network, including a schedule for sampling and analytical methods. Include any
modeling/testing performed to investigate injectant's potential or susceptibility to change
(biological, chemical or physical) in the subsurface. .
WELL USE Will the injection well(s) also be used as the supply well(s) for the following?
(1) The injection operation?
(2) Personal consumption?
YES NO X
YES NO X
CONSTRUCTION DATA (check one) Please see attached supplemental information.
(1)
(2)
X EXISTING WELL being proposed for use as an injection well. Provide the
data in (1) through (7) below to the best of your knowledge. Attach a copy
of Form GW-1 (Well Construction Record) if available.
PROPOSED WELL to be constructed for use as an injection well. Provide
the data in (1) through (7) below as PROPOSED construction
specifications. Submit Form GW-1 after construction.
Well Drilling Contractor's Name: _Boart Longyear
NC Contractor Certification number: —Driller Ricky Davis 43011
Date to be constructed: _January 2005
Approximate depth of each boring (feet):
Number of borings: _4
QW-57 REM (Jan, 2000) Page 2 of 5

0
L.
(3) Well casing:
Type: Galvanized steel Black steel Plastic Other (specify)
Casing depth: From to ft. (reference to land surface)
Casing extends above ground 0 inches
(4) Grout:
Grout type: Cement Bentonite ` Other (specify)
Grouted -surface and grout depth (reference to land surface):
around closed loop piping; from to (feet).
around well casing; from to (feet).
(5) Screens
Depth: From —to _ feet below ground surface.
(6) N.C. State Regulations (Title 15A NCAC 2C .0200) require the permittee to make
provisions for monitoring wellhead processes. A faucet on both influent (recovered
groundwater) and effluent (fluid being injected into the well) lines is generally.
required.
Will there be a faucet on the influent line? yes no
Will there be a faucet on the effluent line? yes X no
(7) SOURCE WELL CONSTRUCTION INFORMATION (if different from injection
well). Attach a copy of Form GW-1 (We11'Construction Record). If Form GW-1 is not
available, provide the data in part G of this application form to the best of your
knowledge.
NOTE: THE WELL DRILLING CONTRACTOR CAN SUPPLY THE DATA FOR EITHER EXISTING OR
PROPOSED WELLS IF THIS INFORMATION IS UNAVAILABLE BY OTHER MEANS.
OTHER WELL DATA Please see attached supplemental information.
Provide a tabulation of data on all wells within 1/4 mile of the injection well(s), excepting
water supply wells serving a single-family residence, which penetrate the proposed injection
zone. Such data shall include a description of each well's type, depth, record of abandonment
or completion, and additional information the Director may require.
PROPOSED OPERATING DATA Please see attached supplemental information.
(1) Injection rate: Average (daily) _4 gallons per minute (gpm)
(2) Injection volume: Average (daily) _5760 gallons per day (gpd)
(3) Injection pressure: Average (daily) _10_ pounds/square inch (psi)
(4) Injection temperature: Average (January) _38 ° F, Average (July) ° F
(5) Hydraulic capacity of the well: Estimatet max of 4 gpm.
(6) Expected lifetime of the injection facility: 1week years
(7) Give a description of how the above data will be measured and controlled:
GW-57 REM (Jan, 2000) Page 3 of 5

M.
N
N
P
INJECTION -RELATED EQUIPMENT Please see attached supplemental information.
Attach a diagram showing the detailed plans and specifications of the surface and subsurface
construction details of the system.
LOCATION OF WELLS) Please see attached supplemental information.
Attach a scaled, site -specific map(s) showing the location(s) of the following:
(1) the proposed injection well(s);
(2) all property boundaries;
(3) contour intervals not exceeding two feet;
(4) the direction and distance from the injection well or well system to two nearby,
permanent reference points (such as roads, streams, and highway intersections);
(5) all buildings within the property boundary;
(6) any other existing or abandoned wells, including water supply and monitoring wells,
within the area of review of the injection well or wells system;
(7) potentiometric surface showing direction of groundwater movement;
(8) the horizontal and vertical extent of the contaminant plume (including
isoconcentration lines and plume cross sections);
(9) 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; and
(10) .. all surface water bodies within 1000 feet of the injection well or well system.
INJECTION FLUID DATA Please. see attached supplemental information.
(1) Fluid source, if underground, from what depth, formation and type of rock/sediment
unit will the fluid be drawn (e.g., granite, limestone, sand, etc.).
Depth:
Formation:
Rock/sediment unit:
(2) Provide the chemical, physical, biological and radiological characteristics of the fluid
to be injected.
PERMIT LIST Please see attached supplemental information.
Attach a list of all permits or construction approvals that are related to the site, including but
not limited to:
(1) Hazardous Waste Management program permits under RCRA
(2) NC Division of Water Quality Non -Discharge permits
(3) Sewage Treatment and Disposal Permits
(4) Other environmental permits required by state or federal law.
GW-57 REM (Jan, 2000) Page 4 of 5

Q. CERTIFICATION
"I hereby certify, under penalty of law, that I have personally examined and am familiar with
the information submitted in this document and all attachments thereto and that, based on my
inquiry of those individuals immediately responsible for obtaining said information, I believe
that the information is true, accurate and complete. I am aware that there are significant
penalties, including the possibility of fines and imprisonment, for submitting false
information. I agree to construct, operate, maintain, repair, and if applicable, abandon the
injection well and all related appurtenances in accordance with the approved specifications
and conditions of the Permit."
_Please See Attachment C
(Signature of Well Owner or Authorized Agent)
If authorized agent is acting on behalf of the well owner,
please supply a letter signed by the owner
authorizing the above agent.
R. CONSENT OF PROPERTY OWNER (Owner means any person who holds the fee or other
property rights in the well being constructed. A well is real property and its construction on
land rests ownership in the landowner in the absence of contrary agreement in writing.)
If the property is owned by someone other than the applicant, the property owner hereby
consents to allow the applicant to construct each injection well as outlined in this application
and that it shall be the responsibility of the applicant to ensure that the injection well(s)
conforms to the Well Construction.Standards (Title 15A NCAC 2C .0200)
Please See Property Access Agreements (Attachment C)
(Signature Of Property Owner If Different From Applicant)
Please return two copies of the completed Application package to:
UIC Program
Groundwater Section
North Carolina DENR-DWQ
1636 Mail Service Center
Raleigh, NC 27699-1636
Telephone [phone]
GW-57 REM (Jan, 2000) Page 5 of 5

ATTACHMENT A

SUPPLEMENTAL PERMIT INFORMATION FOR THE
NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
APPLICATION FOR PERMT TO CONSTRUCT AND/OR USE A WELL FOR
INJECTION
Class 5I Wells
A. PERMIT APPLICATION
Please see attached Permit Application Form
B. PROPERTY OWNER
Please see attached Permit Application Form
C. STATUS OF APPLICANT
Please see attached Permit Application Form
D. FACILITY (SITE) DATA
Please see attached Permit Application Form
Eckerd Distribution Facility
1776 Statesville Avenue
Charlotte, North Carolina 28206
E. INJECTION PROCEDURE
A Pilot Study will be conducted to evaluate the use of chemical oxidation for reducing
concentrations of chlorinated compounds as a remedial approach at the Former Charlotte
Army Missile Plant (CAMP) Site and to better understand the site -specific aquifer
hydraulics. T ie=Pilot Study will--.focus=on-a-limited-`area where-theezhighest-concentrations
of trichloroethene:(TCE)-to=date=ha-ve-been=detected=(S-AIC=�1.0 and=SAIC==08)`-IC
The Pilot Study will consist of an injection of sodium=permanganate-(NaMnEQ into --the,
transition=zone and the injection of a bromide -tracer -solution-into-the-shaliowzzone. Reld
ag,ivaties w LinciuWthe-installation7-of faur--new=monitoring--wells; baselineegroundwaterz-,
sampling,: a—potable-Ywater injection=program,—injection7 f—a—bromideYttracer=andzthe
injection -of NaMnO ,followed-by-a--3-rnon h—mo i"toring period.

Potable water injection
Prior-toVtfi NaMn.O4: treatment; a=potable--water-injection test-=will-b-e=r-un in existing
monitoring wells SAIC-10, SAIC-14, SAIC-16, SAIC-17, SAIC-18, and COEMW06
(Figure 2). Tah s walLdefine-a sustainable_injection-rate-and-rad-ius _of influence- for the -
pilot test. Each well will have approximately 501=gallons-of potable water injected.
Injection rates will start�at O: Sagpm>and_step up_in_ ..25-gpmjnetements•to determine the
maximum capacity and injection rate of each well. The sur-jroun ing w-ulfs will be
muff-O—ReMMT—changes in head to determine the influence, if any, from the injected water.
This data will be used to refine the injection schedule for the pilot study and obtain data
useful for applying the results of the pilot study across the site during full scale remedy
implementation.
Sodium Permanganate Injection
Transition Zone
Approximately 1441.4 lbs of NaMnO4 will be required to perform the pilot test in the
transition zone (MSDS sheets for the NaMnO4 are included in Attachment B). Based on
the TCE concentrations observed in the transition zone, a 2 percent solution of NaMnO4
would be effective in reducing the chlorinated compound concentrations. Therefore, up
to 16,000 gallons of a 2 percent solution of NaMnO4 will be continuously injected into
monitoring well SAIC-10 (Figure 1) at an expected rate of up to 4 gpm over the course of
72 hours. The injection pressure will be less than 10 psi. The volumes and rates may be
adjusted slightly based on the results of the potable water injection test described above
and the results of a soil oxidant demand test that will be performed while installing the
monitoring wells.
Bromide Tracer Injection
Shallow Zone
In order to obtain groundwater flow velocities during injection and post injection flow, a
sodium bromide tracer will be used in the shallow zone. As the geochemistry of the
shallow and transition zone are very similar, it is expected that the NaMnO4, will reduce
TCE concentrations in a similar fashion. The sodium bromide tracer will provide a more
cost effective option for obtaining the necessary hydraulic data for the shallow zone,
which will be applied to the full-scale implementation of any remedial action at the site.

Up to 10 kg of a reagent -grade sodium, bromide tracer mixed with up to 300 gal of water
will be injected into shallow monitoring well SAIC-16 (Figurel). MSDS sheets for the
sodium bromide are included in Attachment B. The sodium bromide will be injected via
gravity feed from the mixing poly tank with flow rates up to 2 gpm and extend for a
period up to one week. It should be noted that the sodium bromide concentrations will
not exceed 10,000 mg/L and should be easily detected by a temporary submersible
bromide data logger, which will be located in monitoring well MW-22. The bromide
data logger will be checked daily during injection to determine when the bromide has
reached the well. Once the bromide has been detected in MW-22, the probe will be
removed and moved down gradient to monitoring well NW-23 to record the movement
of the bromide tracer through the shallow zone.
Operation and Controls
NaMn04 will be delivered to the site as a 40 percent solution in 55-gal steel drums and
will require dilution to a 2 percent solution. The NaMn04 will be pumped, into a 6,000
gal poly tank using a drum pump. Water for the mixing system will be supplied via a
local fire hydrant as necessary. Mixing of the NaMn04 and water will be achieved by
pumping the sodium permanganate (100% water soluble) into the poly tank
simultaneously with the water.
The active injection system for the transition zone will be anchored by a 1/2-horsepower,
60-Hertz, 115-volt, single-phase Gould's Model 5GB 7-stage Centrifugal Booster Pump
capable of the flow and head requirement of 6 gpm at 50 pounds per square inch (psi).
Piping from the poly tank to the pump will be 1-in., residential -grade, suction hose fitted
with worm -gear clamps and quick -disconnect couplers. Piping from the pump to the
injection wellhead will be 1-in., 200 psi working pressure, residential and commercial air
and water hose fitted with worm -gear clamps and quick -disconnect couplers. Inlet and
outlet control at the poly tank is achieved with two 3-in. butterfly valves (Figure 3). The
inlet valve will be used during filling operations, and the outlet valve will be used to
control the flow of solution to the -suction side of the pump. Prior to pump start, the outlet
valve will be fully open. This will allow proper priming of the pump and maintain
solution supply during operation.

24" MANWAY
PLATFORM
i
24" LADDER 6,000 GAL.
POLY TANK
WITH
SECONDARY
CONTAINMENT
i
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i 0
3" OUTLET W/REDUCER TO
1 1/2" TO SHALLOW GRAVITY DRAIN
TO CONTROL PANEL
(SEE FIG. 6)
ELEVATION I
V REDUCER 1 1/2" 1"
REDUCER 3" TO 1 1/22""
SCALE: 1/4" 1'—O"
3" OUTLET VALVE
f
i
-3" FILL VALVE
3" OUTLET VALVE
24" MANWAY
REDUCER 3" TO 1 1/2"
i
REDUCER 1 1/2" TO 1"
1" FLEXIBLE
PRESSURE HOSE
TO CONTROL PANEL
3" OUTLET VALVE (SEE FIG. 6)
WORK
i
PLATFORM
REDUCER 3" TO 1 1/2"
FLOW METER
PLAN
PRESSURE HOSE TO SHALLOW
GRAVITY DRAIN
SCALE: 1/4" = 1'—O"
NOTES:
i U.S. ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
US A"ny Carps
of Engineers SAVANNAH, GEORGIA
Savannah District
FORMER CHARLOTTE
0 1 2 3 4
ARMY MISSLE PLANT
CHARLOTTE, NORTH CAROLINA
SCALE: 1/4" = 1'
ORM at:
1.R. BEElER
REV. ND./DATE
A / 11-2+-04
CMFlV—:
/00036/DWGS/V02—TAKK0l
Figure 3. Batch Tank and Injection System Pump.

The system control panel (Figure 4) will be located on the discharge side of the pump.
A 1-in. isolation valve will be used to isolate the pump, should it need to be replaced.
This isolation valve will be half open at system start to prevent any damage to the flow
meters that may be caused by sudden surge. The isolation valve will be slowly opened
as the system stabilizes.
As shown in Figure 4, a vertical in -line flow meter will be used to monitor flow to the
transition zone well (SAIC-10). A horizontal totalizing flow meter will be used in -line
for the gravity feed to shallow monitoring well SAIC-16. Before each flow meter, there
will be a 1-in. butterfly valve used to control the total flow and flow to each individual
well. The butterfly valves at the individual lines will be half open at the system start, and
after the system stabilizes the valves will be adjusted, as necessary, to maintain consistent
flow to the wells.
System components at the wellhead (Figure 5) will include a 1-in. isolation valve,
pressure gauge, and well coupling. The isolation valve will remain fully open and only
closed should any part of the system need to be taken out of service. The pressure gauge
will be used to monitor system pressure. A 1.5-in coupling will be used to hold the
flexible hose in place and prevent back surface flow from exiting the injection wells
(Figure 5).
The injection system power requirements will be met through the use of the power
outlets within Building No. 1. This will power the pump, lights, tools, and any other
miscellaneous equipment needed for the construction, operation, and breakdown of the
system.

3/4" MARINE —
GRADE PLYWOOD
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2'-0"
90' ELBOW
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MEfEF
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VALVE
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FRONT ELEVATION
SCALE: 1" = 1'-0"
90' ELBOW T
2'-7 3/4"
SIDE ELEVATION
SCALE: 1 " = 1'-0"
0 3" 6" 9" 12" V-6" 2'-0"
SCALE: 1" = 1'-0"
INYMill U.S. ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
US Army Corps
of Engineers SAVANNAH, GEORGIA
Savannah District
FORMER CHARLOTTE
ARMY MISSLE PLANT
CHARLOTTE, NORTH CAROLINA
DRAWN BY. REV. NO./DATE: CAD FDE:
R. BEELER A / 11-24-04 /00036/DWGS/VO2—VALVO1
Figure 4. Injection System Control Panel.

NOTES:
IC`nl ATInAI %/AI Vr
0 1" 2" 3" 4" 5" 6" 9" 1'-0"
SCALE: 3" = 1'-0"
PRESSURE GAUGE
1 1 /2" TO
2" REDUCER
2" PVC
U.S. ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
US ry Corps
of Engineers SAVANNAH, GEORGIA
Savannah District
FORMER CHARLOTTE
ARMY MISSLE PLANT
CHARLOTTE, NORTH CAROUNA
DRAWN BY., REV. NO./DATE I GAD FILE:
R. BERM A / 11-24-04 /00036/DWGS/VO2—C
Figure 5. Typical Injection Well Head.

F. DESCRIPTION OF SITE
The CAMP is located on Statesville Avenue in Mecklenberg County, Charlotte,
North Carolina (Figure 6). The site is currently used as an industrial park although it is
primarily a trucking distribution center for the Eckerd Drug Company. Five former tank
sites and two other areas of operation comprise the CAMP investigation area (Figure 7).
Site 1 contained an 8,000-gal transmission oil tank, an 8,000-gal motor oil tank, a
10,000-gal diesel tank, and a 10,000-gal antifreeze tank. Site 3 included a 10,000-gal
sulfuric acid tank, a chrome holding tank, a cyanide and neutralization tank, and a sulfur
dioxide storage area. Site 4 contained a 10,000-gal UST with one compartment holding
4,410 gal of toluene and the other compartment holding 5,420 gal of xylenes with two
1.5-in. lines running from the tank to Site 8. Site 5 included a 5,000- to 6,000-gal
underground storage tank (UST) used to store gasoline. Site 6 contained a 3,000-gal tank
used to store sulfuric, chromic, and hydrochloric acids. Site 7 included six 6,000-gal USTs
used to store heating oil used for a boiler facility. Site 8 was a former solvent dispensing
area that included a 6,000-gal aboveground trichloroethene (TCE) storage tank. A 1.5-in.
line ran from the tank to Building 50, which was the solvent dispensing area.
CLIMATIC CONDITIONS
Mecklenburg County occupies a moderate plateau ranging in elevation from 520 ft to
more than 830 ft. Rainfall is fairly uniformly distributed from December through July.
The heaviest rainfall normally occurs in February, March, and July, with March being the
wettest month (4.58 in. on the average). The driest months are October and November,
with October having a monthly average of 2.51 in. of precipitation. The average annual -
daily maximum temperature is 71°F, with an average minimum temperature of 50°F.
From 1999 through 2002, the Charlotte area experienced drought conditions. A
precipitation deficit of more than 8 in. was reported during 1999 and 2000 with a 16.5-in.
deficit reported in 2001. In 2002, conditions began improving with only a 3.13-in. deficit
being reported. In 2003, the area received an excessive amount of rainfall, thereby
reversing the drought conditions. From January through June 19, 2003, the Charlotte
area has received 36.38 in. of precipitation, which is 15.67 in. above the average
precipitation value.

G. HYDROGEOLOGIC DESCRIPTION
The CAMP lies within the central Piedmont of North Carolina, which extends from the
northwestern edge of the Kings Mountain and Loundsville belts eastward and southward
to the Raleigh and Kiokee metamorphic belts (USACE 2000). Regional geologic features
include the Carolina Slate, Charlotte, Kings Mountain, and Loundsville shear zones. The
eastern edge of the region is defined by a sequence of faults (Jonesborough and Nutbush
Creek) and linear features, which include the Raleigh and Eastern Slate belts. The CAMP
is located within the Charlotte belt, which occurs near the northern reaches of the central
Piedmont. The belt is typically characterized as "dominantly plutonic" with mineralogical
compositions ranging from granite to gabbro (USACE 2000).
Regionally, the rocks of the Charlotte Belt consist of massive to weakly foliated granite
to granodiorite and earlier formed gneiss. The gneiss unit consists of amphibolites or
hornblende gneisses, quartz-biotite, and quartz-microcline gneisses and various types of
migmatite marginal to the major plutons. Both the granite and the gneisses are intruded
by very late orogenic gabbros consisting of fibrous amphiboles, biotite, and plagioclase.
Pegmatites crosscut these gabbros. In addition to the folding and magmatic activity
within the belt, a pronounced N 20 W fracture direction is prominent. Geophysical data
suggest the complex forms a body extending for more than 15 miles east —west and
ranging in thickness from 2.2 to 2.8 miles.
Soils
The soils encountered at the CAMP site are undisturbed by anthropogenic activities and
are comprised of three primary soil types: Cecil sandy clay loam (CeB2) with 2 to 8%
slopes, Cecil Sandy Clay loam (CeD2) with 8 to 15% slopes and eroded surfaces, and
Cecil -urban land complex (CuB) with 2 to 8% slopes.
Based upon field observations, the unconsolidated soils encountered during the four site
investigations described earlier include primarily residuum and saprolite material. Up to
approximately 35 ft of residuum, consisting of micaceous sandy silts, silty sands, silty
clay, and clayey sands, underlie the site. The residuum is characterized by complete
weathering of the parent bedrock, with relative soil densities generally ranging from
loose to very firm for granular residuum and firm to stiff for cohesive residuum. Below
the residuum is a fine to medium -grained saprolite composed of weathered biotite, quartz,
feldspar, and hornblende. The saprolite is characterized by a soil -like texture but is less
weathered than the residuum. and shows relict structures of the parent rock. The saprolite
ranges in thickness from approximately 15 to 50 ft.

Site -specific unconsolidated characteristics observed during the 2003 site investigation
included zones of partially weathered rock in a matrix of saprolite. However, this zone
was not exclusive to nor identified consistently along the overburden/bedrock interface,
but rather was sporadic across the area investigated. Within the zone of saprolite
described above, sections of soil core consisted of material weathered to only sand -sized
particles and/or material weathered to gravel. At several locations, unweathered diorite
boulders with a thickness of up to 2 ft were encountered. These observances were not
consistently identified at each boring location, but were rather encountered as random
observances. The heterogeneous nature of the unconsolidated materials observed is
illustrated in Figure 8.
Bedrock
Based on the environmental investigations conducted at the site, the bedrock directly
underlying the saprolite consists of a hirghLy fractured, partially weathered diorite. that
ranges in thickness-.from�lt-Lto-57�ft�,Th s-zone7Qf partial:l-y=weathered=bedrock; along_ with:
the vo erlying=saprol.'ite; is-referred=to-as-the-transition-zo-- n
The bedrock material encountered consists primarily of diorite. Diorite was consistently
observed in all borings advanced into the bedrock during the 2003 investigation. The
material was observed as having the characteristic phaneritic salt and pepper texture
typically associated with diorites. There were no-yo-vein=materials of alternate origin
observed within -the_ cornpetent bedrock;;!`
Along the bedrock/overburden interface, weathered and fractured bedrock material was
encountered at several locations but not consistently across the area investigated (Figure
8). Where-enco-untered;7the--fractures=preserit4n--the-upper-portion- of the=bedrock-material
v'ere--generallyfourrd=to -decrease-in--density=as-depth=-inerea ee- The limited fractures
observed during drilling correlated with the information obtained during the geophysical
borehole logging activities conducted in 2001 (Century 2001) [SAIC 2002].
As illustrated on Figure 8, the depth to the top of the bedrock is highly variable across the
site with a general increase in depth toward the northwest. Within :the=primary=hotspot
area; the depth`to-bedrock=ranges from --approximately z5=5=to-85 ft lig's: The undulating
bedrock surface is typical of weathered plutonic parent material.

r
Hydrology
The groundwater flow regime identified at the CAMP site has been subdivided into three
hydrogeologic zones, the shallow (SZ), transition (TZ), and bedrock (BZ). The SZ is
characterized by the unconsolidated residuum and saprolitic soils. The TZ is identified as
the zone of transition along the overburden/bedrock interface. This zone consists of
partially weathered parent material. The BZ is characterized by the presence of
water -bearing fractures within the competent diorite. Each of the three zones are
contained within the unconfined surficial aquifer at the CAMP site. The hydrogeologic
characteristics of each zone are described below.
Shallow zone potentiometric surface
Shallow groundwater at the CAMP was typically encountered between 4 and 10 ft bgs..
The topography of the site is responsible for the significant groundwater depth variances.
The current representation of the SZ potentiometric surface is presented in Figure 9.
The groundwater data collected to date have been successful in providing the
information necessary to develop a comprehensive shallow groundwater flow regime.
In general, the shallow groundwater flow direction is toward the northwest, with a more
northerly component identified in the center of the site (Figure 9).
The shallow groundwater flow gradient was calculated as 0.02. This gradient is assumed
consistent across the hot spot areas and assumed consistent across the site. The
groundwater flow rates in the SZ were measured via slug tests by M&E during the Phase
II RI (USACE 2000). The observed hydraulic conductivities ranged between 1.58
(COEMW05) and 39.77 (COEMW08) ft/day as presented in Table 1.

Table 1. Summary of Slug Test Results
Well ID
Zone
Hydraulic Conductivity
ft/min
ft/day
cm/sec
MW1A
Transition
8.49E-03
12.23
4.31E-03
MW04
Shallow
8.82E-03
12.7
4.48E-03
COEMW05
Shallow
1.10E-03
1.58
5.59E-04
COEMW08
Shallow
2.76E-02
39.77
1.40E-02
COEMW09
jTransition
9.38E-03
13.51
4.77E-03
COEMWIO
ITransiticin
3.96E-04
0.57
2.01E-04
COEMW11
Transition
2.99E-05
0.04
1.52E-05
COEMWI4
Shallow
7.60E-03
10.95
3.86E-03
COEMW25
Transition
8.00E-04
1.15
4.06E-04
COEMW28
Bedrock
1.40E-04
0.2
7.11E-05
Average
Shallow
1.13E-02
16.25
5.73E-03
Transition
3.82E-03
6.88
1.94E-03
Bedrock
1.40E-04
0.20
7.11E-05
The hydraulic conductivity of the saprolite varies greatly based on the percentage of clay,
minerals, and the presence of relic secondary features (veins, fractures, and joints).
Higher quartz content and more developed fracture patterns enhance hydraulic
conductivity.
Based on the hydraulic conductivity measurements obtained and the estimated of e * e
porosity of the subsurface materials, the seepagemv-elocity=was-estimated=to 93=ff/7elyy
�n-�ra:5
in-the-shall©w�zone, (USACE 2000). The highly variable conductivities are i
attributed to the heterogeneous nature of the shallow overburden material as described
above.
Transition zone potentiometric surface
The current representation of the TZ potentiometric surface is presented in Figure 10. In
general, the TZ groundwater flow is toward the northwest with a northerly component
being identified in the center of the site. The TZ was found to exhibit the highest yields of
groundwater during monitoring well installation and development. However, at several
locations where wells were installed along the overburden/bedrock interface and where

the TZ was essentially absent, groundwater yield was significantly reduced (e.g.,
SAIC-08).
The hydraulic gradient for the TZ was calculated to be 0.02. The hydraulic conductivity
values for the TZ were determined by M&E as presented previously in Table 1.
Ranging from 0.57 (COEMWI0) to 13.51 (COEMW09) ft/day, the widely variable
hydraulic conductivities observed are likely due to the heterogeneous nature of the
unconsolidated material measured. the conductivity of the TZ is less than half that
calculated for the SZ (USACE 2000). Based on the hydraulic conductivity
measurements obtained and the estimated fective— o o it of the subsurface materials,
the seepage velocity was estimated to be 125.5ear in the TZ (USACE 2000).
Bedrock potentiometric surface bedrock
The current representation ,of the bedrock zone potentiometric surface is presented in
:Figure 11. Based on the current data points used to develop the bedrock potentiometric
surface, the groundwater flow is toward the northwest. The bedrock groundwater flow
direction is consistent with the shallow and the transition zones in that the general flow
direction is toward the northwest. As shown on Figure 11, the bedrock groundwater flow:
regime contains smaller, more localized flow components toward the north and northeast:
The hydraulic gradient for the BZ was calculated to be 0.02. The hydraulic conductivity
value for the bedrock zone was obtained from one monitoring well, COEMW28, at
0.2 ft/day. In comparison to the transition and shallow zones, the hydraulic conductivity
of the BZ is significantly less, again confirming the low density of water -bearing
fractures within the shallow bedrock. Based on the hydraulic conductivity measurements
obtained and the estimated effective porosity of the bedrock materials, the seepage
velocity was estimated to be 7.3 ft/year in the BZ (USACE 2000).
The geologic and hydrogeologic information was prepared by a Professional Geologist, licensed in the
State of North Carolina
11- Zcc — Oq—
Date

H. MONITORING PROCEDURE
Figure 1 illustrates the Pilot Test configuration. Performance monitoring will occur as a
baseline groundwater sampling event and five subsequent monitoring events. The
baseline event will occur prior to injection and the performance monitoring events will
occur at 1, 2, 4, 8, and 12 weeks after injection. During each performance sampling
event, a bailer will dropped into each of the transition zone wells included in the pilot
study (SAIC-10, SAIC-17, SAIC-20, and SAIC-21) [Figure 1] and observed for the
presence of the distinct purple coloring. Groundwater samples will not be collected from
each transition well until the permanganate is observed in that well. That is, if the
permanganate has not traveled to intercept that well, it is likely that the TCE
concentrations would not have changed from baseline concentrations. Once the
permanganate is observed, that well will continue to be sampled during each performance
monitoring event. Analysis for each transition zone monitoring well will consist of the
following:
• Volatile organic compounds (VOCs) (EPA Method 8260)
• Chemical oxygen demand (COD) (EPA Method 410.4)
For the shallow zone, during each performance monitoring event, each shallow well
(SAIC-16, SAIC-22, and SAIC-23) will be sampled for bromide (by EPA Method 320.1)
to evaluate the distribution of the tracer. Information from the bromide data logger will
also be downloaded at the beginning of each event. During the last performance
sampling event, the shallow wells will additionally be sampled for VOCs.
During well purging, the water quality parameters of pH, temperature, dissolved oxygen,
conductivity, turbidity and oxidation reduction potential (ORP) will be measured.
Water level measurements will be collected from each well in the Pilot Study focus area
at the beginning of each event.
I. WELL USE
Please see attached Permit Application form.
J. CONSTRUCTION DATA
Two existing monitoring wells SAIC-10 and SAIC-16 and four new monitoring wells
(Figure 1) are proposed to implement the pilot study. Existing monitoring wells SAIC-10
and SAIC-16 will be used as the injection wells. Monitoring well installation is proposed

to occur during January 2005. The following Table provides the specific details for each
new well and Figures 12 and 13 illustrate the typical well designs and construction details
for the new monitoring wells. The construction diagrams for existing monitoring wells to
be utilized during the pilot test (COEMW06, SAIC-08, SAIC-10, SAIC-14, SAIC-15,
SAIC-16, and SAIC-17) are included as Figures 14 through 20.
Table 2. Proposed Well Construction Details
Well ID
Well "
Completion
Zone
Casing
Material &
Diameter
Total Well
Depth
ft b s
Screened
Interval
ftb s
SAIC-20
Transition
2-inch PVC
45
35 - 45
SAIC-21
Transition
2-inch PVC
50
45 - 50
SAIC-22
Shallow
2-inch PVC
31
21 - 31
SAIC-23
Shallow
2-inch PVC
31
21 - 3.1
\

K OTHER WELL DATA
Within the 1/4-mile radius, there are a total of 56 existing monitoring wells that were
installed during previous investigations conducted at the Former CAMP Site. The
following table provides construction details of each of the existing monitoring wells.
Table 2. Monitoring Well Construction Details
Station ID
Well
Type
Depth to
Bedrock
(fbgs)'
Screened
Interval
(fbgs)
Total
Depth
(fbgs)
Elevation (TOC)2
Northing
Easting
MW01
S
--
5 - 20
20.00
737.59
1452863.121
550023.7556
MW02
S
--
5 - 20
20.00
738.76
1452959.312
550008.7584
MW03
S
--
4 - 19
19.00
737.35
1452829.832
550037.9836
MW04
S
--
4 - 19
19.00
738.68
1452872.333
1550059.5303
MW05
S
--
Unable to locate well
MW06
S
--
5 - 20
20.00
739.34
1452943.21
549937.8756
MW07
S
--
10 - 25
25.00
745.09
1453085.986
549967.5946
MW1A
T
n/a
57 - 62
62.00
737.78
1452870.645
550023.0826
COEMW 1
S
--
7.5 - 17.5
17.50
725.85
1452663.97
550215.31
COEMW2
S
--
5.5 - 15.5
15.50
728.85
1453320.19
550239.38
COEMW3
S
--
15.5 - 25.5
26.00
748.38
1453041.75
549877.8
COEMW4
S
--
10 - 20
20.00
739.98
1452553.43
549711.78
COEMW5
S
--
4.75 - 14.75
14.25
729.1
1453240.08
550148.09
COEMW6
S
--
5.75 - 15.75
15.75
725.63
1452987.02
550173.05
COEMW7
S
--
18.3 - 28.3
28.30
743.33
1453283.72
550024.28
COEMW8
S
--
15.3 -25.3
25.30
743.85
1453477.97
550168.87
COEMW9
T
>75
65 - 75
75.00
743.47
1453464.22
550156.3
COEMW10
T
>59
49.1 - 59.1
59.10
744.2
1452985.47
549937.27
COEMW 11
T
>64
54 - 64
64.00
737.66
1452638.76
550068.71
COEMWI2
S
--
5 - 15
15.00
725.35
1452998.11
550412.25
COEMW 13
S
--
10 - 20
20.00
740.24
1452809.591
549779.5468
COEMWI4
S
--
11 - 21
21.00
738.29
1452903.61
549857.7782
COEMW15
S
--
13 - 23
23.00
737.87
1452713.532
550059.9488
COEMWI6
S
--
17 - 27
27.00
747.3
1453223.649
550032.8655
COEMWI7
S
--
5 - 15
15.00
725.23
1453282.943
550375.1765
COEMW 18
S
--
8 - 18
18.00
725.21
1453115.304
550655.8267
COEMWI9
S
--
8 - 18
18.00
724.8
1452673.197
550746.7909
COEMW20
S
--
17.5 - 27.5
27.50
735.11
1452616.207
550167.5453

Table 2. Monitoring Well Construction Details (cont'd)
Station ID
Well
Type
Depth to
Bedrock
(fbgs)'
Screened
Interval
(fbgs)
Total
Depth
(fbgs)
Elevation
2
(TOC)
Northing
Easting
COEMW21
T
43.9
38.9 - 48.9
43.90
738.59
1452918.207
549875.3592
COEMW22
T
47.1
41.8 - 46.8
46.80
748.63
1453034.738
549869.5154
COEMW23
T
72.8
62.5 - 72.5
72.80
742.29
1453224.483
550031.6189
COEMW24
T
47
42.2 - 47.2
47.50
739.69
1453022.324
550015.5426
COEMW25
T
73
61.4 - 71.4
71.40
726.29
1453076.33
550158.4571
COEMW26
T
72.3
62 - 72
72.00
728.9
1453320.668
550248.1173
COEMW27
T
67.3
57.1 - 67.1
67.10
725.25
1453459.206
550149.8793
COEMW28
SB
78.5
90 - 95
95.00
743.32
1452868.786
550033.815
COEMW29
SB
74.5
92.5 - 97.5
117.50
737.88
1452789.28
550750.3867
DB
112.5-117.5
This portion of the screen abandoned in 2002
COEMW30
B
65.5
68 - 73
73.00
725.43
1453280.98
549883.2
SAIC-01
S
--
29 - 39
39.26
748.09
1453178.04
549699.46
SAIC-02
T
27
16.1 -26.1
26.34
749.15
1453020.08
549864.07
SAIC-03
SB
j 49.5
73.2 - 83.2
84.75
749.11
1452712.71
549699.24
SAIC-04
T
45
34.1 - 44.1
44.15
- 740.45
1452668.82
550215.08
SAIC-05
T
84
73.77 - 83.77
83.63
726.08
1452811.77
550754.2
SAIC-06
T
63.5
53.1 - 63.1
62.71
725.75
1452779.77 .
550096.24
SAIC-07
T
90.6
75 - 85
88.83
738.18
1452850.01
549915.65
SAIC-09
T
41
31.17 - 41.17
40.26
738.86
1452915.97
549967.65
SAIC-10
T
41
30.17 - 40.17
40.23
740.3
1452818.9
549814.31
SAIC-11
DB
39
116.97 -
127.30
749.56
1453017.13
549850.85
SAIC-12
SB
94
108 - 118
118.00
726.08
1452647.59
550217.3
SAIC-13
SB
88
95.67 -
105.93
738.38
1452780.93
550103.7
SAIC-14
T
79
73.7-83.7
83.7
736.88
1452842
549982.06
SAIC-15
T
83
73.2-83.2
83.5
736.69
1452808.85
549899.48
SAIC-16
S
--
20.2-30.2
30.5
736.84
1452807.41
549845.38
SAIC-17
T
50
44.7-54.7
55
736.71
1452801.43
549846.02
SAIC-18
T
58.5
50.05-60.05
60.55
725.09
1452668.78
550214.7
SAIC-19
S
--
5.05-15.05
15.35
728.98
1453260.53
550295.18
1. FBGS - Feet Below Ground Surface
2. TOC = Top of Casing
3. FBTOC = Feet Below Top of Casing
4. AMSL = Feet Above Mean Sea Level

L. PROPOSED OPERATING DATA
The injection process, which is expected to run, for up to one week, will be continuously
monitored to prevent leaks, stabilize flow if necessary and monitor the distribution of the
NaMnO4. Due to the distinct purple coloring of the solution, it can easily be visually
detected in the down -gradient monitoring wells during the injection. This will be
accomplished by using a disposable bailer to retrieve a slug of groundwater from the
down -gradient monitoring wells SAIC-8, SAIC-17, SAIC-20, and SAIC-21 during the
injection process.
Groundwater modeling for the CAMP site has shown that the travel distance of the
injectate is expected to be less than 10 feet during active injection and near 3 ft every 30
days after injection has ceased (Figures 21 and 22). The conservative model uses 2 gpm
T2
_ 2gpm
= 5 days
-T3
T I
=-3
= 35
0- daps
days
10 fleet
Figure 21. Particle Tracks in the Shallow Zone Under Injection.

Q
T2
3 gpm
- 5 days
T3T=
30
days
TE
5da s
i
10 feet
Figure 22. Particle Tracks in the Transition Zone Under Injection.

for the shallow zone and 3 gpm for the transition zone, however, flow rates for each zone
are expected to be less. The slow travel rates are due to the low flow velocities and
hydraulic conductivity of the aquifer material.
As discussed under Section E, flow valves, pressure valves, and flow meters will be used
to monitor the flow going into each injection well. Flow and pressure will be. adjusted as
necessary to optimize the system operation.
M. INJECTION RELATED EQUIPMENT
Please see Figures 3, 4, and 5.
N. LOCATION OF WELL(S)
Please see Figures 1 and 2.
O. INJECTION FLUID DATA
(1) Not Applicable
(2) Please see Attachment B
P. PERMIT LIST
There are no additional permits required for the pilot study at the Former CAMP facility.
Q. CERTIFICATION
Please see attached property access agreements (Attachment C).
R. CONSENT OF PROPERT OWNER
Please see attached property access agreements (Attachment C).

ATTACHMENT C

DEPARTMENT OF THE ARMY
RIGHT OF ENTRY FOR
ENVIRONMENTAL ASSESSMENT AND RESPONSE
RENEWAL
Fortner Charlotte Army Missile Plant
DERP-FURS NO. I04NCO48501
Owner: 1830 Statesville Avenue, L.L.C.
c/o Carol Jones Van Buren, Esq.
Kennedy, Covington, Lobdell & Hickman, L.L.P.
Hearst Tower, 4Th Floor
214 North Tryon Street
Charlotte, NC 28202
PQrCer Ala , p 79"10 /
r uo Sfaitsy'i I le.At .
Tract/Parcel No(s)
The undersigned, herein called the "Owner", in consideration for the mutual benefits of
the work described below, hereby grants to the UNITED STATES OF AMERICA, hereinafter
called the "Government's, a right -of -entry upon the following terms and conditions:
1. The Owner hereby grants to the Government the right to enter in, ors, over and
across the land described herein, for a period not to exceed thirty-six (36) months, beginning
with the date of the signing of this instrument, and terminating with the earlier of completion of
the remediation or the termination by either party with sixty (60) days written notice by
certified mail, for use by the United States, its representatives, agents, contractors. and assigns to
conduct activities expressly stated in Section 4.0, Conclusions and Recommendations, of the
Final Letter Report for the Feasibility Study/Remedial Design at the Former Charlotte Army
Missile Plant Project (CAMP), Mecklenburg County, Charlotte, North Carolina prepared by
Science Application International Corporation (SAIC) for the Government, including the right
to store, move, and remove equipment and supplies owned by the Government, its
representatives, agents, contractors and assigns; erect and remove temporary structures on the
land; investigate and collect samples; excavate and remove pollutants, hazardous substances,
contaminated soils, containerized waste, and replace with uncontaminated soil; and perform
any other such work which may be necessary and incident to the Government's use for the
investigation and response on said lands; subject to existing easements for public roads and
highways, public utilities, railroads and pipelines; reserving, however, to the Owner, its
successors and assigns, all such right, title, interest and privilege as may be used and enjoyed
without interfering with or abridging this right -of -entry.
2. The Owner also grants the right to enter and exit over and across any other lands
of the Owner as necessary to use the described lands for the purposes listed above.
3. All tools, wastes, equipment, and other property takers upon or placed upon the
described land by the Government shall remain the property of the Government and will be
removed by the Government at any time within a reasonable period after the expiration of this
21"30-02
TO 39V8 9 N3 SVS30 TTEGZ99ZTG bT:EZ bOOZ/8Z/60

right -of -entry, provided, however, any monitoring well or remediation system installed by the
Government on the property may remain on the property until remediation of any
contamination is complete.
4. Upon the expiration or termination of this right -of -entry, the Government shall
restore the ground contour, replace any pavement or other cover which was removed or
damaged for this work, establish a groundcover of grass on areas not otherwise covered and.
reconnect any operating utility lines which were required to be disconnected or otherwise
disrupted. The Government shall restore the property to substantially the same condition as
existed prior to execution of this right -of -entry.
5. This right -of -entry is assignable with the prior consent of the Owner, which shall
not be unreasonably withheld.
6. - The Government shall use its best efforts to schedule and conduct the entry and
performance of the activities contemplated by this right -of -entry so as not to interfere with the
Owner's or any of the Owner's tenants' operations at the property, including egress and ingress
onto Woodward Avenue or Statesville Avenue for customers of Owner's tenants. The
Government shall direct its contractors and subcontractors to meet with an agent of the Owner
before beginning work on the property in order to reach agreements as to appropriate locations
for equipment, excavations, materials and any other items or work that would reasonably be
expected to interfere with. Owner's or Ownef s tenants' business or customers' ingress and
egress. No excavated materials shall be stored on the property without prior approval by the
Owner. .
7. All work performed on the property pursuant to this right -of -entry will be
performed by the Government, its representatives, agents, contractors and assigns in
compliance with all applicable federal, state and local laws and regulations. .
8. The Government assumes responsibility pursuant to Comprehensive
Environmental Response, Compensation and Liability Act (CERCLA), 42 United States Code
Section 9601 et seq. or any other relevant federal or state environmental statutes for all response
actions with respect to releases of hazardous or toxic substances, wastes or materials (including
petroleum) from or onto the property which result from or were otherwise caused by past
Department of Defense activities at the property or by any actions occurring during the time the
property was owned by, leased to or otherwise possessed by the United States and under the
jurisdiction of the Secretary of Defense. This paragraph is not and should not be interpreted to
be a release from liability for any entities that rnight be also potentially responsible for any
contamination at the property under CERCLA or any relevant federal or state environmental
statute. The provisions of this paragraph shall survive the termination or expiration of this
right -of -entry. If the Government assumes responsibility pursuant to CERCLA or any other
relevant federal or state environmental statutes for all response actions with respect to release(s)
of hazardous or toxic substances, wastes or materials (including petroleum) discovered on the
property during the scope of work contemplated by this right -of -entry, the Owner will grant the
2 21 M9.o2
Z0 29VC! 9 N3 SVS30 TTE9ZS9ZTG VT:EZ b00Z/BZ/60

Government a right -of -entry to conduct future response action at the property subject to the
same terms and conditions herein, as well as any other reasonable terms and conditions.'
9. The Government will promptly provide the Owner with a copy of any fugal
reports regarding contantination at the property or the former CAMP. The Owner will be
entitled to collect samples from monitoring wells installed on the property by the Government
either at the same time the Government's contractor takes samples, or by contacting the
Government requesting that the wells be opened, in'wbich case the Government will meet the
Owner on site to open the well(s) and observe the sampling. In either event, the Owner shall
contact the Government in writing to make such a request.
10. The land subject to this right -of -entry is located in the City of Charlotte,
Mecklenburg County, State of North Carolina, located at 1830 Statesville Avenue, according to
the current street numbering system.
11. This agreement shall not affect or supersede any existing agreements between
the parties related to right -of -entry for the property located at 1830 Statesville Avenue,
Charlotte, North Carolina.
The provisions for survivability of this Paragraph 9 shall not create any implication that the other
terms of this Agreement do not survive beyond the expiration or termination of this Agreement.
21"119.02
E0 39G8 9 N3 SVS30 11E9ZS9Zi6 GZ:EZ b00Z/ez/60

I
WNESS my hand and seal this 2 6'` day of 2©D
IT .
1830 STATESVILLE AVENUE, L.L. G
�Y sT.�,Ez,r�uE er 'PAR--TdE-RS, ��c
By: w
Name: �• l � '
Title: _ iTft- `dam,
UNITED STATES OF ANERICA
Name:
TOMMY R. HILL
Title:
CHIEF, REAL ESTATE DIVISION
4
2199349.02
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wM. vti. wvT l,1a vi-wi tii .•r11wJ1r1LLll1UZ) f•A?S NO. 3431
Dec fly f)3 03:47p
P. 02
p.2
DEPARTMENT OF THE ARMY
RIGHT OF ENTRY FOR
ENVIRONMENTAL ASSESSMENT AND RESPONSE
FORWR CIIARLOTI'LiARMY MISSILE PLANT
2BRP-lrllUs hi() 104NCt 950I
(Project, Instollulion orActivily)
,BiW% 4 5,6, 7 k X ;te Chown on Exhibit, "
Tract No.. Addrep; or Property 1. D.
-
7.rRM1 �` '°�
�—
The undersigned, herein cnllCd the ,Owner,% in coosidcnition for tilt: mutual bcnvliui ortho work
dcsscribcd below, hereby grants to the UNITED STAT ; OF AM('-RIC'A, hcreinsltcr called the
"Gvrerntncnt', a right-of'•mit y ttpon the Iallowing tcrnis and conditions:
l - The Chmor hereby grants to too GiuvL-rnmont fin irrLvueublc atnd assignablc riot to outer in. all.
over iutd allies tho land J"critx:d in Paragraph S and F.xhibil A. l4r a period not TO exceed twonty roar (24)
months. bc{;ioninb with tilt date ortho cil;nipl or this instrunionr, and tertninatinl; witle the expiration ul'this
rir,ht-of-retry or early compl lion of the mrnC4intion by the reprosentalirc of llic United Stress in chatgc 01"
the 1'onner Charlotte Army Missilc Pl2m Charlotte, North C.amlina, for use, by tic United States, its
rcP=CnMtivcs, agents. conrractom uttd tiitsigns. as is work 'srva for onvironincntal invWigatiotl and
response: inelucling the- ril;hr to store. rnmc, and remove equipment and sttpptics Placed upon sail lwcinices
by the (iovcrnrncni ur Contractor; crest and remove temporarystructures on the land only as necessary far
envimnmarrtal assc.N.*munt and restorazion; investignte and-¢ollcct samples: exeava[e and remove pollutants.
hswardoux wbsrinccs. contaminated solts, containcri7rd waste, and mplxc with uncont uninatod soil; and
perli)rnt any outer such work which mny be Mccxsary tend incident to the Covornment's use for he
invcatibadon and respoiuc on said ►ands; subjt.-91, tt> cxisting casemcntx for public ronal,c and highways,
public utilities, railrowis and pipelinos; morving, however. to the lsndcswner(s), rWir home, etccutors,
alntiuisuators. auc=wors aad;U QWU. WI such right. title, interest and privaoeo as ntay be u,.r
.d and
enjoyed witimut iratorrering with nr ahridgitlg the riot.+ and ri;;hi-of-vestry hereby ncquircd. TheOwncr
shall t►e l:iren notice nt I=t 49 hoots prior to rcquircd entry onto said premitu. Notice shall be
given to Mr. Sim Wclls at [phone] Ind to Ms..loan Olvis or Mr. Joseph tt, Stallings at (919)
R3X7983.
2. The Owner +jiso grants the right to enter and exit aver 211d across =y other lands uftl,e Own%-r
as 11cci:53:uy to use tho 10=ribcd Lands for the purposes listed above. The Owner shall he gives notice at
taut 48 hours prior to required entry onto s9id premises. Notice shall be riven to Mr. Sam Wellx act
[phone] and to Ms.1Wn Davis or Mr. Joseph H. Stallings at (919) 833-29$,1. The Govcrnmc tt,
its rcpit>SCIltativus, agents, contrictom and =i9nSShAll c.anply with ttlt security rnexwres currently
requirod by the owner.
3. All tools, equipment, and other propctty L-ticcn upon or placod upon the 46-scrihod land by the
(Awcrnntent shall remain tilt pruparty of t11c Go-mmont And tiny be removed by the Clnvcmmcnt at any
time within :a reasonable period aRcr the cl:ntration orihia pormit or right-el=entry.
90 39dd 0 N3 SVS30 TTESZS97,T6 bZ:EZ, b00Z/BZ/60

VM1—uC—GUU4 f Iit Ul J4 fl'I.
neo.05 03 03:47P
llwa I Ht.1_ l nun Mm y0, I , �I81 F. 03
P.
a, The Owner %hall not be rc%ponsiblc or liable ror irUuricx to pctxons or d:unagc to propery when
such injuries or dutnago arc caused by or results from the Gavct-nmcnts use orthc promisum under the wrmr
orthis aarcu nont and are not due to the: willful acts or the: Owner, its omployco3. servants or agents.. 11'any
actlun of the Covemmcnt% cmployccs or 4gents in the t:xcrcisc or this right-of=entry resulti in dnt+ngr to
the =1 property, the Uuvemnicnt wilt, in itx *ola discretiun, either repair such darn.Mg or make an
appropriate sctttcrnonc with the Owner. In nu even shall such repair or soulcrncnt escoad for rtir t mAct
value pr the roc title to tlic rrul propotty at dlc time iminodiatcly pr=eding such damage. The
Government's liability under this clause is :iubjcct to tho avaihkbility ofappropriudonc for such puynwnt,
and nothing contained in this agreement may be conaidorod as implying that ConkpAx will at a later date
appropriate lundx xuftTcient to meet any dcliciencita. Tho provisions arthis claw: :uu without prt judice to
any rights tlx: Owner may hive to make a claim under applieablo Ltwa for any dal:.%kj;uj other than thwe
provided for herein. All reasonable ofinrts will be uuutc to avoid undue intr-KO Case with the nwnct'S
rL7y-today opcMd0ns and minimiae impact an Ownce's operau*n.
5. Tho land subject to this pertttit or right -of -entry iF lt=tcd in ChttrlotW, County orMcckicnburg.
Suit cirNorth Carolina and is purticularly dt-wrihetl pa follows:
All that propOrty shown an Fxhibit "A" tx:iungino to I;ckonl Drug Co. or its subsidiarioF boing
more spcciflc lly doacribod on attuchcd site map dawd May 15. 2003. (.V.0 F.Khib;t "A" attRa:itw)
WITNESS MY HAND AND SEAL THIS. 15 day or.,,,^_ _ Decembe— 2003,
ECKRRn CORPORATION el/b/a
"Eckerd Drug Co.
Nint Name: Robert E. leui s
Title: Vice President/General Counsel
UNITED STATES OF AMERICA
6Y,
TOb Y R. HZ
CHIEF, REF E ATE DIVISION
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WISSILY PLAt(T PROP039D
GFURDIAM MONITORING
MI, AND SANPLIIIG LOCATIONS

DEC-09-2004 13:22 c;QIC
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ATTACHMENT B

Section 1 Product and Company Identification
PRODUCT NAME: LIQUOX® sodium permanganate, NaMn04 TRADE NAME: LIQUOX® sodium permanganate
SYNONYMS: Permanganlc acid sodium salt solution
MANUFACTURER'S NAME: CARUS CORPORATION
TELEPHONE NUMBER FOR INFORMATION: 815/223-1500
EMERGENCY TELEPHONE NO: 800/435-6856
MAN U FACTU RER'S ADDRESS:
Carus Chemical Company AFTER HOURS NO. 815/223-1565
1500 Eighth Street 5:00 PM-8:00 AM Central Standard Time
P. 0. Box 1500 Monday -Friday, Weekends and Holidays
LaSalle, IL 61301
CHEMTREC TELEPHONE NO.: 800/424-9300
[Section 2 Composition/Information on Ingredients
Material or component CAS No. a Hazard Data
Sodium Permanganate 10101-50-5 40% - 42% PEUC 5 mg Mn per cubic meter of air
TLV-TWA 0.2 mg Mn per cubic meter of air
Section 3 Hazards Identification
1. Eye Contact
Sodium Permanganate is damaging to eye tissue on contact. It may cause severe burns that result in damage to the eye.
2. Skin Contact
Momentary contact of solution at room temperature may be irritating to the skin, leaving brown stains. Prolonged contact is damaging
to the skin.
3. Inhalation
Acute inhalation toxicity data are not available. However, airborne concentrations of sodium permanganate in the form of mist may
cause damage to the respiratory tract
4. Ingestion
Sodium permanganate solution, if swallowed, may cause severe burns to mucous membranes of the mouth, throat, esophagus,
and stomach.
Responsible Care
A Public Commitment

Section 4 First Aid Measures
1. Eves
Immediately flush eyes with large amounts of water for at least 15 minutes holding lids apart to ensure flushing of the entire
surface. Do not attempt to neutralize chemically. Seek medical attention immediately. Note to physician: Decomposition products
are alkaline.
2. Skin
Immediately wash contaminated areas with water. Remove contaminated clothing and footwear (Caution: Solution may ignite
certain textiles). Wash clothing and decontaminate footwear before reuse. Seek medical attention immediately, if irritation is
severe and persistent.
3. Inhalation
Remove person from contaminated area to fresh air. If breathing has stopped, resuscitate and administer oxygen if readily available.
Seek medical attention immediately.
4. Inclestion
Never give anything by mouth to an unconscious or convulsing person. If person is conscious, give large quantities of water or milk.
Seek medical attention immediately.
Section 5 Fire Fighting Measures
NFPA* HAZARD SIGNAL
Health Hazard
1 =
Materials which under fire conditions would give off irritating combustion products.
(less than 1 hour exposure)
Materials which on the skin could cause irritation.
Flammability Hazard
0 =
Materials that will not burn.
Reactivity Hazard
0 =
Materials which in themselves are normally stable, even under fire exposure conditions, and
which are not reactive with water.
Special Hazard
OX =
Oxidizer
*National Fire Protection Association 704
FIRST RESPONDERS:
Wear protective gloves, boots, goggles, and respirator.
In case of fire, wear positive pressure breathing apparatus.
Approach incident with caution. Use Emergency Response
Guide NAERG 96 (RSPA P5800.7). Guide No. 140.
FLASHPOINT
FLAMMABLE OR EXPLOSIVE LIMITS
EXTINGUISHING MEDIA
SPECIAL FIREFIGHTING PROCEDURES
None
Lower: Nonflammable
White
Special
,OX
Upper: Nonflammable
Yell',
Use large quantities of water. Water will turn pink to purple, if in contact with sodium
permanganate. Dike to contain. Do not use dry chemicals, CO, Halon® or foams.
If material is involved in fire, flood with water. Cool all affected containers with large
quantities of water. Apply water from as far a distance as possible. Wear self-
contained breathing apparatus and full protective clothing.
UNUSUAL FIRE AND EXPLOSION HAZARDS Powerful oxidizing material. May decompose spontaneously if exposed to intense heat
(135°C/275fl. May be explosive in contact with certain other chemicals (Section 10).
May react violently with finely divided and readily oxidizable substances. Increases
burning rate of combustible material. May ignite wood and cloth.
Responsible Care"
A Public Commitment

Section 6 Accidental Release Measures
STEPS TO BE TAKEN IF MATERIAL IS RELEASED OR SPILLED
Contain spill by collecting the liquid in a pit or holding behind a dam (sand or soil). Dilute to approximately 6% with water, then reduce with
sodium thiosulfate, a bisulfite or ferrous salt solution. The bisulfite or ferrous salt may require some dilute sulfuric acid (10% w/w) to promote
reduction. Neutralize with sodium carbonate to neutral pH, if acid was used. Decant or filter and deposit sludge in an approved landfill. Where
permitted, the sludge may be drained into sewer with large quantities of water. To clean contaminated floors, flush with abundant quantities
of water into sewer, if permitted by federal, state, and local regulations. If not, collect water and treat as above.
PERSONAL PRECAUTIONS
Personnel should wear protective clothing suitable for the task. Remove all ignition sources and incompatible materials before attempting
clean-up.
Section 7 Handling and Storage
WORK/HYGIENIC PRACTICES
Wash hands thoroughly with soap and water after handling permanganate solution, and before eating or smoking. Wear proper protective
equipment. Remove contaminated clothing.
VENTILATION REQUIREMENTS
Provide sufficient mechanical and/or local exhaust to maintain exposure below the TLV/TWA.
CONDITIONS FOR SAFE STORAGE
Store in accordance with NFPA 430 requirements for Class II oxidizers. Protect containers from physical damage. Store in a cool, dry area
in closed containers. Segregate from acids, peroxides, formaldehyde, and all combustible, organic or easily oxidizable materials including
antifreeze and hydraulic fluid.
Section 8 Exposure Controls/Personal Protection
RESPIRATORY PROTECTION
In the case where exposure to mist may occur, the use of an approved NIOSH-MSHA mist respirator or an air supplied respirator is
advised. Engineering or administrative controls should be implemented to control mist.
EYE
Faceshield, goggles, or safety glasses with side shields should be worn. Provide eye wash in working area.
Rubber or plastic gloves should be worn
OTHER PROTECTIVE EQUIPMENT
Normal work clothing covering arms and legs, and rubber, or plastic apron should be worn. Caution: If clothing becomes contaminated, wash off
immediately. Spontaneous ignition may occur with cloth or paper.
Responsible Care
A Public Commitment

Section 9 Physical and Chemical Properties
APPEARANCE AND ODOR
BOILING POINT, 760 mm Hg
VAPOR PRESSURE (mm Hg)
Dark purple solution, odorless
105°C
760 mm at 105°C
SOLUBILITY IN WATER % BY SOLUTION Miscible in all proportions with water
PERCENT VOLATILE BY VOLUME
60% (as water)
EVAPORATION RATE
Same as water
MELTING POINT
Not applicable
SPECIFIC GRAVITY
1.36
pH
6-7
OXIDIZING PROPERTIES
Strong oxidizer. May ignite wood and cloth.
EXPLOSIVE PROPERTIES
Explosive in contact with sulfuric acid or peroxides, or readily oxidizable substances.
Section 10 Stability and Reactivity
STABILITY Under normal conditions, the material is stable.
CONDITIONS TO AVOID Contact with incompatible materials or heat (135°C/275°F).
INCOMPATIBLE MATERIALS Contact with acids, peroxides, and all combustible organic or readily oxidizable materials including inorganic
oxidizable materials and metal powders. With hydrochloric acid, chlorine gas is liberated.
HAZARDOUS DECOMPOSITION PRODUCT When involved in a fire, sodium permanganate may form corrosive fumes.
CONDITIONS CONTRIBUTING TO HAZARDOUS POLYMERIZATION Material is not known to polymerize.
Section 11 Toxicological Information
SODIUM PERMANGANATE: Acute oral LD, not known.
EFFECTS OF OVEREXPOSURE
1. Acute Overexposure
Irritating to body tissue with which it comes into contact.
2. Chronic Overexposure
No known cases of chronic poisoning due to permanganates have been reported. Prolonged exposure (usually over many years)
to heavy concentrations of manganese oxides in the form of dust and fumes, may lead to chronic manganese poisoning, chiefly
involving the central nervous system.
3. Carcinogenicity
Sodium permanganate has not been classified as a carcinogen by OSHA, NTP, IARC.
4. Medical Conditions Generally Aggravated by Exposure
Sodium permanganate solution will cause further irritation of tissue, open wounds, burns, or mucous membranes.
Registry of Toxic Effects of Chemical Substances
RTECS #SD6650000
Responsible Care"
A Public Commitment

Section 12 Ecological Information
Entry to the Environment
Permanganate has a low estimated lifetime in the environment, being readily converted by oxidizable materials to insoluble Mn02.
Bioconcentration Potential
In non -reducing and non -acidic environments, Mn02 is insoluble and has a very low bioaccumulative potential.
Aquatic Toxicity
No Data.
Section 13 Disposal Consideration
WASTE DISPOSAL
Sodium permanganate is considered a D001 hazardous (ignitable) waste. For disposal of sodium permanganate solutions, follow procedures in
Section 6 and deactivate the permanganate to insoluble manganese dioxide. Dispose of it in a permitted landfill. Contact Carus Chemical
Company for additional recommendations.
Section 14 Transport Information
U. S. DEPARTMENT OF TRANSPORTATION INFORMATION:
Proper Shipping Name: 49 CFR172.101 ..............................................Permanganates, inorganic, aqueous solution, n.o.s.
(contains sodium permanganate)
ID Number: 49 CFR172.101..............................................UN 3214
Hazard Class: 49 CFR172.101.............................................Oxidizer
Division: 49 CFR172.101.............................................5.1
Packing Group: 49 CFR172.101.............................................11
(Section 15 Regulatory Information
TSCA Listed in the TSCA Chemical Substance Inventory.
CERCLA Not listed.
RCRA Oxidizers such as sodium permanganate solution meet the criteria of ignitable waste. 40 CFR 261.21.
SARA TITLE III Information
Section 302/303 Extremely hazardous substance: Not listed
Section 311/312 Hazard categories: Fire, acute and chronic toxicity
Section 313 LIQUOX® Sodium Permanganate contains 40% manganese compounds as part of
chemical infrastructure (manganese compounds CAS Reg. No. N/A) and is subject
to the reporting requirements of Section 313 of Title III Superfund Amendments and
Reauthorization Act of 1986 and 40 CFR 372.
STATE LISTS Michigan Critical Materials Register: Not listed
California Proposition 65: Not listed
Massachusetts Substance List: Not listed
Pennsylvania Hazard Substance List: Not listed
FOREIGN LISTS Canadian Ingredient Disclosure List Not listed
Canadian Non -Domestic Substance List Listed
EINECS Listed
Responsible Care'
A Pubic Commitment

Section 16
Other Information
C
OSHA Ceiling Exposure Limit
CAS
Chemical Abstract Service
EINECS
Inventory of Existing Chemical Substances (European)
IARC
International Agency for Research on Cancer
TLV-TWA
Threshold Limit Value -Time Weighted Average
MSHA
Mine Safety and Health Administration
NIOSH
National Institute for Occupational Safety "and Health
'NTP
National Toxicology Program
OSHA
Occupational Safety and Health Administration "
PEL
OSHA Permissible Exposure Limit
Kenneth Krogulski
May 1999
Responsible Care°
A Puhlc Commitment
CAR[JS
The information contained is accurate to the best of our knowledge. However, data, safety standards and government regulations are subjectto change;
and the conditions of handling, use or misuse of the product are beyond our control. Carus Chemical Company makes no warranty, either express
or implied including any warranties of merchantability and fitness for a particular purpose. Carus also disclaims all liability for reliance on the
completeness or confirming accuracy of any information included herein. Users should satisfy themselves that they are aware of all current data relevant
to their particular uses.
LIQUOR® is trademark of Carus Corporation

SODIUM BROMIDE
24 Hour Emargaawy Talophono: M-00 21S1
CHlEMTREC:4-00 424.4200
M
# /�
Materials Safes Data Sheet
P@a5[ UT C:413-Ralipa"t In CAaaede,
613•#96•b6d6
i
J
1:i4Ti4i'fEt`+;
Outside U.8and Canada
Cheantrec: 708.527.3U7
From: Mallinckrodt Baker, Inc. Mallinckrodt
22 Rem School Lane J..�kaY
NOTE: CHEMTREC. CANUTEC ark! NaR:arml
CHEMICALS
Phillipsburg, NJ Qaaeii �
Re-apr C$nleremergercy numbers to bo
u!adtr3yfasIha"art 61alomrcalfiM f ` s
invalvh' a apill, W- k, lko, d.XIS=ra of-aWido A
All nan-amaagmcy cpinliom should EyedirOctatt to Cuat=et 60 ieo (t •552-25a7) for a=Wamo,
SODIUM BROMIDE
MSDS Number: S3170 --- Effective Date: 11117199
1. Product Identification
Synonyms: Sedoneural
CAS No.: 7647-15-6
Molecular Weight: 102.89
Chemical Formula: NaBr
Product Codes:
J.T. Baker: 3588
Mallinckrodt: 0514, 0535
2. Composition/Information on Ingredients
Ingredient CAS No Percent Hazardous
-------------------------------------------------------------------
Sodium Bromide
3. Hazards Identification
Emergency Overview
7647-15-6 100% Yes
--------------------------
WARNING! HARMFUL IF SWALLOWED. AFFECTS CENTRAL NERVOUS SYSTEM, BRAIN AND
EYES. MAY CAUSE IRRITATION TO SKIN, EYES, AND RESPIRATORY TRACT.
J.T. Baker SAF-T-DATA(tm) Ratings (Provided here for your convenience)
Health Rating: 1 - Slight
Flammability Rating: 0 - None
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SODIUM BROMIDE
Reactivity Rating: 0 - None
Contact Rating: 2 - Moderate
Lab Protective Equip: GOGGLES; LAB COAT
Storage Color Code: Orange (General Storage)
Potential Health Effects
Inhalation:
Dust may cause irritation to the respiratory tract; symptoms may include coughing and shortness of breath.
Ingestion:
May cause nausea, vomiting and abdominal pain. Ingestions are usually promptly rejected by vomiting, but
sufficient absorption may occur to produce central nervous system, eye and brain effects. Symptoms may include
skin rash, blurred vision and other eye effects, drowsiness, irritability, dizziness, mania, hallucinations, and coma.
Skin Contact:
Dry material may cause mild irritation. Solutions may cause irritation, redness, and pain.
Eye Contact:
May cause irritation, redness and pain.
Chronic Exposure:
Repeated or prolonged exposure by any route may cause skin rashes (bromaderma). Repeated ingestion of small
amounts may cause central nervous system depression, including depression, ataxia, psychoses, memory loss,
irritability, and headache.
Aggravation of Pre-existing Conditions:
Persons suffering from debilitation, depression, alcoholism, neurological or psychological disorders may be more
susceptible to the effects of this compound.
4. First Aid Measures
Inhalation:
Remove to fresh air. If not breathing, give artificial respiration. If breathing is difficult, give oxygen. Call a
physician.
Ingestion:
Induce vomiting immediately as directed by medical personnel. Never give anything by mouth to an unconscious
person. Call a physician.
Skin Contact:
In case of contact, immediately flush skin with plenty of water for at least 15 minutes. Remove contaminated
clothing and shoes. Wash clothing before reuse. Call a physician.
Eye Contact:
Immediately flush eyes with plenty of water for at least 15 minutes, lifting lower and upper eyelids occasionally.
Get medical attention immediately.
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:
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SODIUM BROMIDE
In the event of a fire, wear full protective clothing and NIOSH-approved sell-uuntained breathing apparatus with
full facepiece operated in the pressure demand or other positive pressure mode.
6. Accidental Release Measures
Ventilate area of leak or spill. Wear appropriate personal protective equipment as specified in Section 8. Spills:
Sweep up and containerize for reclamation or disposal. Vacuuming or wet sweeping may be used to avoid dust
dispersal.
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:
A system of local and/or general exhaust is recommended to keep employee exposures as low as possible. Local
exhaust ventilation is generally preferred because it can control the emissions of the contaminant at its source,
preventing dispersion of it into the general work area. Please refer to the ACGIH document, Industrial
Ventilation, A Manual of Recommended Practices, most recent edition, for details.
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 crystals, granules, or powder
Odor:
Odorless.
Solubility:
116 g/100 g water @ 50C (122F)
Specific Gravity:
3.21
PH:
No information found.
Volatiles by volume @ 21C (70F):
0
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SODIUM BROMIDE
Boiling Point:
1390C (2534F)
Melting Point:
755C (1391F)
Vapor Density (Air=1):
No information found.
Vapor Pressure (mm Hg):
No information found.
Evaporation Rate (BuAc=1):
No information found.
10. Stability and Reactivity
Stability:
Stable under ordinary conditions of use and storage. Absorbs moisture from air.
Hazardous Decomposition Products:
Oxides of the contained metal and halogen, possibly also free, or ionic halogen.
Hazardous Polymerization:
Will not occur.
Incompatibilities:
Acids, alkaloidal and heavy metal salts, oxidizers, and bromine trifluoride.
Conditions to Avoid:
Moisture and incompatibles.
11. Toxicological Information
Toxicological Data:
Sodium Bromide: Oral rat LD50: 3500 mg/kg. Investigated as a reproductive effector.
Reproductive Toxicity:
Causes reproductive system effects in laboratory animals.
=-------\Cancer Lists\------------------------------------------------------
--- NTP Carcinogen ---
Ingredient Known Anticipated IARC Category
------------------------------------ ----- ----------- -------------
Sodium Bromide (7647-15-6) No No None
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
hftp://www.jtbaker.com/msds/S3l7O.htm (4 of 6) [8/28/2001 6:44:38 PM]

SODIUM BROMIDE
contents in accordance with federai, state and local requirements.
14. Transport Information
Not regulated.
15. Regulatory Information
--------\Chemical Inventory Status - Part 1\ ---------------------------------
Ingredient TSCA EC Japan Australia
----------------------------------------------- ---- --- ----- ---------
Sodium Bromide (7647-15-6) Yes Yes Yes Yes
--------\Chemical Inventory Status - Part 2\ ---------------------------------
--Canada--
Ingredient Korea DSL NDSL Phil.
----------------------------------------------- ----- --- ---- -----
Sodium Bromide (7647-15-6) Yes Yes No Yes
--------\Federal, State & International Regulations - Part 1\ ----------------
-SARA 302-------SARA 313------
Ingredient RQ TPQ List Chemical Catg.)
----------------------------------------- --- ----- ---- --------------
Sodium Bromide (7647-15-6) No No No No
--------\Federal, State & International Regulations -
Ingredient CERCLA
--------=-------------------------------- ------
Sodium Bromide (7647-15-6) No
Part 2\ ----------------
-RCRA- -TSCA-
261.33 8(d)
No No
Chemical Weapons Convention: No TSCA 12(b): No CDTA: No
SARA 311/312: Acute: Yes Chronic: Yes Fire: No Pressure: No
Reactivity: No (Pure / Solid)
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: Health: 2 Flammability: 0 Reactivity: 0
Label Hazard Warning:
WARNING! HARMFUL IF SWALLOWED. AFFECTS CENTRAL NERVOUS SYSTEM, BRAIN AND
EYES. MAY CAUSE IRRITATION TO SKIN, EYES, AND RESPIRATORY TRACT.
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SODIUM BROMIDE
Label Precautions:
Avoid breathing dust.
Keep container closed.
Use with adequate ventilation.
Avoid contact with eyes, skin and clothing.
Wash thoroughly after handling.
Label First Aid:
If swallowed, induce vomiting immediately as directed by medical personnel. Never give -anything by mouth to an
unconscious person. If inhaled, remove to fresh air. If not breathing, give artificial respiration. If breathing is
difficult, give oxygen. In case of contact, immediately flush eyes or skin with plenty of water for at least 15
minutes. In all cases call a physician.
Product Use:
Laboratory Reagent.
Revision Information:
No changes.
Disclaimer:
Mallinckrodt Baker, Inc. 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. MALLINCKRODT BAKER, INC. 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, MALLINCKRODT BAKER, INC. WILL
NOT BE RESPONSIBLE FOR DAMAGES RESULTING FROM USE OF OR RELIANCE UPON THIS
INFORMATION.
Prepared by: Strategic Services Division
Phone Number: [phone] (U.S.A.)
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BUILDING NO. 1
MW0349 ACOEMjc
MW01 0
C�CRAMP
0 SAIC 14
0 SAIC 08
0 SAIC 15
SZO SAIC-23
SZ O SAIC-22
17 0
TZO SAIC-21
7Z0 SAIC-20
®SAIC
000EMW13
0 SAIC 09
0 COEMW21
• /
COEMWI4
SMW02
NI.
LEGEND:
z
U.S. ARMY ENGINEER DISTRICT
0.......................
PRIMARY BUILDING
00
CORPS OF ENGINEERS
....................... ..ASPHALT ROAD
.RAILROAD TRACKS
w
Z
US Army Corps
of Engineers SAVANNAH, GEORGIA
........................
——.................................. UST LINE
N z
Louisville District
FORMER CHARLOTTE
®WELLS Z
............
0...........
PR......................INJECTION
OPOSED NEW MONITORING WELLS
ARMY MISSILE PLANT
�............................ SHALLOW ZONE WELL
0 20 40
CHARLOTTE, NORTH CAROLINA
0..........................
TRANSITION ZONE WELL
DRAWN BY:
v. Noun
REV..0./11—DATE
REv. o/-w-a
CAD FlLE
ooa�/oWcs�voz-PrEsroi
A ........................... BEDROCK ZONE WELL SCALE: 1 " = 40'
C)-w, �10w ls Nw
Figure 1. Pilot Test Configuration.

U]
13 BUILDING NO. 48
• COEMWI5 MW04
MW*3 ACOE
MWOOM 1A
® F�COEMW 4
CONC RAMP
®SAIC 14
BUILDING NO. 1
0 SAIC O8
13 SAIC 15
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400
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OSAIC 09
0-000 .,Woo
W06 000EMWI0
OEMW21 COEMWO
IC 03 A COEMW22
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LEGEND:
z
U.S. ARMY ENGINEER DISTRICT
0.......................
PRIMARY BUILDING
CORPS OF ENGINEERS
~ .......................
RAILROAD TRACKS
a
of Engineers SAVANNAH, GEORGIA
--..................................
UST LINE
N Z
v
Louisville District
FORMER CHARLOTTE
® WELLS z
..................................INJECTION
�............................
SHALLOW ZONE WELL
ARMY MISSILE PLANT
�..........................
TRANSITION ZONE WELL
0 30 60
CHARLOTTE, NORTH CAROLINA
A ...........................
BEDROCK ZONE WELL
DRAWN BY:
P. HOLM
I REV. NO./DATE:
REV. 0/11-30-04
I CAD ALE.
00036/DWGS/V02-PTEST02
SCALE: 1 = 60
Figure 2. Potable Water Injection Configuration.

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„ U.S. ARMY ENGINEER DISTRICT
�.............................PRIMARY HIGHWAY
m......................... SECONDARY HGHWAY
......................... LIGHT DUTY ROAD
a
CORPS OF ENGINEERS
............................UNIMPROVED ROAD
RAILROAD TRACKS
w
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��....................JNDEX GROUND COW
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CHARLOTTE, NORTH CAROLINA
..................................... ORCHARD
.....REVISED FROM AERIAL PHOTOGRAPH
................................ BUILT UP AREA
SCALE: 1 • = 2000'
DRAWN BY:
R. BEELER
REV. NO./DATE:
0 / 09-25-03
CAD FILE:
/00036/DWG$/M590UAD01
Figure 6. Site Location Map.

7
BUILDING NO. 3
BUILDING NO. 2
PROBABLE LOCATION OF FORMER
OIL, DIESEL 8. ANTIFREEZE TANKS
(SITE 1) FORMER 10,000 GAL. SULPHURIC
FORMER AUTOMOTIVE ACID TANK (SITE 3
MACHINE SHOP LOCATION
OF EXISTING (6) 6,000 GAL.
TANKS (SITE 7) POSSIBLE LOCATION OF
FORMER SULFUR DIOXIDE
STORAGE AREA (SITE 3)
FORMER 6,000 GA
TCE AST ( SITE 8)
APPROXIMATE
LOCATION OF 1.5
h `(S INCH LINE TO BLDG. 50
FORMER 5,000 GAL.
GASOLINE UST (SITE 5)
FORMER 10,000 GAL.
TOLUENE/XYLENES UST (SITE 4)
1
n
N 549,650
BUILDING NO. 1
LEGEND:
0 ........................PRIMARY BUILDING
...........................ASPHALT ROAD
....... ........................ RAILROAD TRACKS
..—.. ............................... FENCE LINE
. —................................... UST LINE
FVNNN
BUILDING NO. 5
N 550,800
�O
APPROXIMATE LOCATION
OF
FORMER 3,000 GAL. PROCESS
CHEMICAL TANK (ACID STORAGE)
BUILDING NO. 6
�I
5
U.S. ARMY ENGINEER DISTRICT
o
CORPS OF ENGINEERS
o
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army corps
of
of Engineers SAVANNAH, GEORGIA
N v
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Z
FORMER CHARLOTTE
ARMY MISSILE PLANT
0 80 so
CHARLOTTE, NORTH CAROLINA
DRAWN BY:
REV. NO./DATE
CAD FlLE:
SCALE: 1 = ) 6U
BEELER/HOLM
2 / 06-17-04
1 /00036/DWGS/T77RG1-3
Figure 7. Possible Source .Areas of Concern (as derived from M & E 2000).

r1l
Y�4'//.1 BLDG.
1 UST (
z 4
BLDG. N0. 1
LOCATION MAP
SCALE: 1 " = 200'
CONC
16
I
0 U
00 Ln
0
w I I RESIDUUM
---------------�- a V) N(a
- - --- ----- _ _-- ---- I,
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FEET AMSL w i - � _ _ �__ =_ � __ � —_= o
o Q - o -- �.
• • - SAPROLITE
--------- -- ----- •—• •—•—•-
715
=-3400—
_ RESIDUM
700
---- ---- • • a °a°• °°
-- s Oa p;a o °•
685 = _ _ _= SAPPOLITE
x TRANSITION ZONE -
X x X X \\ `�` \ x x x x x x )Z- -X-
x x x\x\x\x\ \ x\ x x x x x x x x x
655 xxxxxxxxxxxxxxxxx
x x x x x x x x x x x x x x x x x
x x x x x x x x x x x x x x x x x
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x x x x x x x x x x x �t \v \x x \x x x x x x
5000 x x x x x x x x x x\X\x \ x\ x x x x x l x x
I I I
Figure 8. Site Cross Section.
BEDROCK
LEGEND:
ELEVATION ....................... TOP of WELL CASING
FEET AMSL • • • GROUND SURFACE
...GEOLOGIC CONTACT
_......... INFERRED GEOLOGIC CONTACT
.............. WATER TABLE (AVERAGE)
....................... SCREENED INTERVAL
.......................TOTAL BORING DEPTH
745................................. CLAY
0..................................SILT
�.................................SAND
0 ..............................PEBBLES
............................. COBBLES
- 730 ®O ............................ BOULDERS
............ WEATHERED BEDROCK
x
x x z x ............. • • • FRACTURED BEDROCK
X x x x.................COMPETENT BEDROCK
780...................TCE CONCENTRATIONS ug/L
715 RESIDUUM - CONSISTS OF MICACEOUS SANDY
SILTS (ML), SILTY SANDS ((SM))), SILTY CLAY
(Mh)IiARRADCTERZED BY SANDS (SC).
WEATTHERINGM IIOSSFCTHE PARENT BEDROCK, WITH RELATIVE SOIL
DENSITIES GENERALLY RANGING FROM LOOSE
- TO VERY FIRM FOR GRANULAR RESIDUUM AND
FIRM TO STIFF FOR COHESIVE RESIDUUM.
SAPROLITE - CONSISTS OF FINE TO
TOO MEDIUM -GRAINED WEATHERED BIOTITE, QUARTZ,
FELDSPAR, AND HORNBLENDE. THE SAPROLITE
IS CHARACTERIZED BY A SOIL -LIKE TEXTURE,
- BUT IS LESS WEATHERED THAN THE RESIDUUM
AND SHOWS RELICT STRUCTURES OF THE
PARENT ROCK.
TRANSITION ZONE -THE TRANSITION ZONE
CONSISTS OF THOSE PARTIALLY WEATHERED
ROCK MATERIALS WITHIN THE SAPROLITE MATRIX
AND INCLUDES THE FRACTURED SURFACE OF
THE BEDROCK. THIS ZONE WAS NOT
685 68 ENCOUNTERED AT EVERY BORING LOCATION.
BEDROCK - CONSISTS OF PRIMARILY DIORITIC
MATERIAL, EXHIBITING THE CHARACTERISTIC
PHANERITIC SALT AND PEPPER TEXTURE
TYPICALLY ASSOCIATED WITH DIORITES.
0 5 10 15 30
670 VERTICAL SCALE: 1" = 15'
0 10 20 30 60
HORIZONTAL SCALE: 1" = 30'
VERTICAL EXAGGERATION = 2X
655 swe
Science Applications
International Corporation
FORMER CHARLOTTE
ARMY MISSLE PLANT
64O CHARLOTTE, NORTH MOLINA
DRWW BY: REV. NO./DATE: I CAD FILE:
R. BEIIER 1 0 / 11-30-04 /0D036/DWGS/MFIG1-14A

WOODWARD AVENUE N 550,77
COEMWI9 0o000
•�� �~ LO
_ �.� \ w
��' \'\
713 — — — ��+CDG No. 3
V �\
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BUIL INC
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-
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722 ► � I C
MW01
BUILDING N/
725. aim SAIC-16 o CO I
r
4
BUILDING NO 5
0
bCOEIY)W162A
R-549,68 /
BUILDING NO 6
LEGEND:
Z
U.S. ARMY ENGINEER DISTRICT
0
....................... PRIMARY BUILDING
00
CORPS OF ENGINEERS
....................... ..ASPHALT ROAD
w
us Arrny corps
-�»-� . RAILROAD TRACKS
.......................
a
Z
of Engineers SAVANNAH, GEORGIA
—•—•— ............................... FENCE LINE
N
Louisville District
— -—.................................. UST LINE
FORMER CHARLOTTE
0..................EXISTING SHALLOW ZONE WELL
Z
ARMY MISSILE PLANT
........TCE CONCENTRATION CONTOUR
0 50
100 150
CHARLOTTE, NORTH CAROLINA
POTENTIOMETRIC SURFACE CONTOUR
SCALE: 1"
= 150'
DRAWN BY:
REV. NO./DATE:
CAD FILE.
BEELER/Hol1A
2 / 11-30-04
/O0o36/DWGS/T77FlG1-16
Figure 9. Shallow Zone Potentiometric Surface, February 2003, and TCE Concentrations.

N 550,800
6
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7-4**\
\ \ o
'
co
SITE 7)
(•�•�i
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48 —
SAi ;
0
—
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MW1A
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COE W23
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AIC 14 SAIC
09 /T�4C
(S/®6)
SAIC 5
E W1
,0
tt11fL`F11
DING NO
IC 08
SAIC 17
OEMW22
CO M
1$
0 SAIC 10
/
♦'
1000
BUILDI
SAIC
w 7///
SAIC 04 BUILDING NO 6
N 549,650
LEGEND: U.S. ARMY ENGINEER DISTRICT
w
0....................................PRIMARY BUILDING
.......................................ASPHALT ROAD o CORPS OF ENGINEERS
. .................................... RAILROAD TRACKS Li inUS Army corys
— ................... FENCE LINE z d Engineers SAVANNAH, GEORGIA
. UST SOLVENT LINE v' Louisville District
— . — ................................... . FORMER CHARLOTTE
0........................... EXISTING TRANSITION ZONE WELL Z
.......TCE CONCENTRATION CONTOUR (FEBRUARY 2003) ARMY MISSILE PLANT
POTENTIOMETRIC SURFACE CONTOUR (FEBRUARY 2003) 0 80 160 CHARLOTTE, NORTH CAROLINA
DRAWN BY: REY. NO./DATE: CAD FILE:
SCALE: 1 = 160BED-ER/HOLM 2 / 11-30-04 /00036/DWGS/MFlG1-17
Figure 10. Transition Zone Potentiometric Surface, February 2003 and TCE Concentrations

N 550,800
BUILDING N j. 3 , \
BUILDING� - ♦
\
Y
(SITE
c�
SAIC 12
(SITE )
�//COEMW28'"
7) SAI 1
c/
ILDI
(SITE 8) •
48
—
_ _r
0o COEMW29
♦
j
r�
/ (S 5) CONC �M
o
(S/ 6) �o
/ �t
136ILDINC NO.
I
S 03
~
SAIC 11
41*1
GNO5
♦
� I
�M0 /
BUILDING NO 6
i
LEGEND:
w
Z
U.S. ARMY ENGINEER DISTRICT
0................................... PRIMARY BUILDING
a
....................................... ASPHALT ROAD
Li 00
CORPS OF ENGINEERS
US amy co ps
•••••••••••••••••••••••••••••••••••• RAILROAD TRACKS
o
�a a
of En sneers
9 SAVANNAH, GEORGIA
—•—•—........................................... FENCE LINE
Cl)
Louisville District
— -—................................... UST SOLVENT LINE
z
FORMER CHARLOTTE
�...............................................BEDROCK WELLS
ARMY MISSILE PLANT
.......TCE CONCENTRATION CONTOUR (FEBRUARY 2003) 0
POTENTIOMEfRIC SURFACE CONTOUR (FEBRUARY 2003)
80 160
11
CHARLOTTE, NORTH CAROLINA
SCALE: 1 = 160
DRAWN 8Y:
BEELER/HOLM
I REV. NO./DATE:
1 / 11-30-04
CC FlLE:
/00035/DWGS/-T7FlG1-18
Figure 11. Bedrock Zone Potentiometric Surface, February 2003, and TCE Concentrations.

MANHOLE COVER
CONCRETE PAD
T -I I.I 'o
d.
LOCKING WELL CAP
GROUT
'9
RESIDUUM
BENTONITE SEAL
(2.0' MINIMUM)
SAPROLITE
2" 0 PVC RISER
—
SILICA SAND FILTER PACK
(2.0' MINIMUM ABOVE TOP OF
—
SCREEN WIITH A 6" BASE)
=
2"0 SLOTTED PVC SCREEN
(SCREEN LENGTH MAY VARY
=
FROM 5.0' TO 10.0' DEPENDING
=
ON BOREHOLE LITHOLOGY)
U.S. ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
US Army Corps
Of Engineers SAVANNAH, GEORGIA
Savannah District
FORMER CHARLOTTE
ARMY MISSLE PLANT
CHARLOTTE, NORTH CAROLINA
DRAWN BY:
REV. NO./DATE
CAD FILE
R. BEELER
0 / to-28-04
/00038/DWOS/V02-WELL01
Figure 13. Shallow Zone Well Construction Diagram

all=III •����:��
RESIDUUM
SAPROLITE
TRANSITION ZONE
COMPETENT BEDROCK
I LEGEND:
MANHOLE COVER
CONCRETE PAD
LOCKING WELL CAP
GROUT
BENTONITE SEAL
(2.0' MINIMUM)
2"0 PVC RISER
SILICA SAND FILTER PACK
(2.0' MINIMUM ABOVE TOP OF
SCREEN WIITH A 6" BASE)
2"0 SLOTTED PVC SCREEN
(SCREEN LENGTH MAY VARY
FROM 5.0' TO 10.0' DEPENDING
ON BOREHOLE LITHOLOGY)
(TOP OF BEDROCK 685t I
ELEVATION FEET AMSL)
U.S. ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
US Army Corps
of Engineers SAVANNAH, GEORGIA
Savannah District
FORMER CHARLOTTE
ARMY MISSLE PLANT
CHARLOTTE, NORTH CAROLINA
DRAWN BY: REV. NO./BATE I CAD nLE:
R. BM.ER 1 D / 10-28-04 00036/DWGS/V02—WELD
Figure 14. Transition Zone Well Construction Diagram

AW
AAWW
FORMER CHARLOTTE ARMY MISSILE PLANT
(CAMP)
1776 Statesville Avenue
Charlotte, North Carolina 28206
Well: SAIC-08
Depth Surf. Elev.737.S9
In Bev.
R BGS 737.15
Cover
0 Surface
—_ Casing
5
730
1
725
1
720
715
710
3
705
3
700
695
4
690
So-
695
u
5
1
680
Trout
User
Nell Seal
keen
°liter Pads
BORING SAIC-08
(Page 1 of 1)
Monhodng Well Inibinmo n
Top of Casing Bev. : 725.09
Geologist
:Paula Bond
Welltype :Tmnsttlon _
Drilling Co.
: Boart lorWear
Begin Date : o V26m
Northing
: SQ,915.65
End Date :01/28/03
Easting
:IASZB50.01
Well Construction
Information
IteferencePom
:TopofCasing
Ddlling Method
: Rotosonk
Total Boring Depth
:60.0
Total Well Depth
:595
Hole Dlamelw
:6• Inch
R1sercasing
:2-InchPVC
Screen
: 2anch PVC
Screen Size
:0.010 Machine Slot
Screentntmw
:493-593
Water Level
:11.75
Grout
: (:ement/Bentonite
Bentonite Seal
: Bentonhe Pellets
Rlter Padc
c DSI t 1 Sllka Sand

BORING SAIC-10
(Page 1 of 1)
FORMER CHARLOTTE ARMY MISSILE PLANT
Monitoring Well Information Top of Casing Bev.
: 74030
(CAMP)
Geologist
: Paula Bond Well Type
:Transition
1776 Statesville Avenue
Drilling Co.
: Miller Drilling Inc Begin Date
:05/18/01
Charlotte, North Carolina 28206
Northing
:549,81431 End Date
:05/1W04
Easting
:1ASZB18.90
Well Construction
Information
Well: SAIC-10
Depth
Surf.
EIev.74030
In
Bev.
FtBGS
74030
0
740
Cover
.o .o Surface
S
735
1
730
1
725
720
715
710
3
705
40
7ao
u
Casing
• Grout
• Riser
Seal
Welliype
:Transition
Reference Point
:Top of Casing
D Om Metfwd
: Hollow Stem Auger
Total Boring Depth
:41.0
Total Well Depth
:405
Hole Diameter
:10-Inch
RlserCasing
:24nrhPVC
Screen
:24nchPVC
Screen Stye
:0A10 Machine Slat
Screen Interval
:30.17-40.17
Water Level
:13.17
Grout
: Cement/Bentonite
Bentonhe Seal
: Bentonhe Pellets
Filter Pads
: DSI i 1 Sllka Sand
0

BORING SAIC-14
(Page 1 of 1)
FORMER CHARLOTTE ARMY MISSILE PLANT Monitoring Well tr:fonnadon Top ofCasing Bev. :736AS
(CAMP) Geologist : Paula Bond Well Type :Transhion
1776 Statesville Avenue DrYling Co. : Boart Longyear Begin Date :01/25/03
Charlotte, North Carolina 28206 Northing :549,98206 End Date :01126/03
Pasting :1,452,842.00
Depth
In
FtBGS
Surf.
Bev.
737A9
Well:
Elev.736.88
SAIC-14
Cover
Surface
735
Casing
5
730
1
725
1
720
2
715
710
3
705
3
Grout
7p0
Riser
695
690
685
5
680
675
670
7
Well Seal
665
Screen
7
660
Filter Pack
655
Well Type
:Transition
Reference Point
:Top of Casing
Drilling Method
: Rotosonic
Total Boring Depth
:85A
Total Well Depth
:a"
HoleDlarneter
:6-Inch
RlserCasing
:24nchPVC
Screen
: 24nch PVC
Screen She
: OA10 Madrine Slot
Screen interval
: 73.7- 83.7
Water Level
:10.7
Gout
: C.ernent/Bentonite
Bentonite Seal
: Bentonite Pellets
Filter Pads
: DSI 41 Silica Sand
NOTES
Well Construction
Information

c
FORMER CHARLOTTE ARMY MISSILE PLANT
(CAMP)
1776 Statesville Avenue
Charlotte, North Carolina 28206
Well: SAIC-1!
Depth
Surf.
Elev.736.69
In
Bev.
Ft BGS
736.84
0
735
5
730
1
725
15
720
2
715
25
710
705
35
700
-
695
45
690
685
55
680
675
65
670
7
665
75
660
655
85
650
Cover
_ Surface
Casing
Grout
Riser
Seal
Screen
Filter Pad(
BORING SAIC-15
Monitoring well Information
Geologist
: Paula Bond
Drilling Co.
: Boart targyear
Norihing
:549AWAS
Fasting
:1ASZ808.85
(Page 1 of 1)
Top of Casing Nev. : 736.69
Well Type :Transition
Begin Date :01124M3
End Date :01MI03
Well Construction
Information
Reference Point
: Top of Casing
Drilling Method
: Rotomic
Total Boring Depth
: 89.0
Total Wei Depth
: 83.S
Hole Diameter
:6-Inth
Riser Casing
a 2arKh PVC
Screen
a 24rKh PVC
Screen Stle
: 0.010 Machine Slot
Screen Interval
:73.2-83.2
Water Level
:10.74 .
Grout
: Cernent/Bentonite
Benionl0e Seal
: BentoNte Pellets
Filter Pad(
: DSI t 1 Slika Sand
I:C•ir:�j

BORING SAIC-16
An Employee -Owned Company
FORMER CHARLOTTE ARMY MISSILE PLANT
(CAMP)
1776 Statesville Avenue
Charlotte, North Carolina 28206
Well: SAIC-16
Depth Surf Elevs 736.84
In Bev.
FtBGS 73624
0
5
9
lu
735
730
720
715
710
705
monitoring Well Information
Geologist : Paula Bond
Drilling Co. : Boart Longyear
Northing : S49AA538
Fasting :IASZ807AI
Well Construction
Information
(Page 1 of 1)
Top of Casing Bev. : 736M
WeB7ype :Shallow
Begin Date : olf2w 3
End Date :01/23/03
.over
Surface
Well Type
: Shallow
Casing
tteferencePoint
:Top ofCasing
Drilling Method
: Rotosor&
Total Boring Depth
: 31.0
Total Well Depth
: 305
Hale Diameter
:6-Inds
Riser Casing
: 2andr PVC
Steen
: 24nch PVC
3rout
Screen Size
: 0A10 Machine Slot
Steen Interval
: 202 - 302
Riser
Water Level
: 9.69
Grout
: Cute
BentoNte Seal
: Bentmite Pellets
Alter Pads
: DSI f 1 Silica Sand
Well Seal
NOTES ot].
! 0.q i2L W1,
ref(aees "f- pi-eviovs
v�rs,bK
vn�lervtec� �,
Filter Pads
Screen

MFIF-
AINW am
FORMER CHARLOTTE ARMY MISSILE PLANT
(CAMP)
1776 Statesville Avenue
Charlotte, North Carolina 28206
Well: SAIC-16
Depth Surf. Elev.736.84
In E1ev.
Ft BGS 736.84
0 TFI
735
5
1
1
tET1]
725
720
715
710
705
Cover
Surface
Casing
Grout
Riser
Seal
Filter Pack
Screen
BORING SAIC-16
Monitoring Well Infomwtion
Geologist : Paula Bond
Drilling Co. : Boart LwWear
Northing :549,84538
Fasting :IASZ807AI
(Page 1 of 1)
Top of Casing Bev. : 736.84
WeIIType :Shallow
Begin Date :01123/03
End Date :01/23/03
Well Construction
Information
werr-rype
: shallow
Reference Point
: Top of Casing
Drilling Method
: Rotosonk
Total Boring Depth
: 31 A
Total Well Depth
: 305
We Diameter
: 6- [rich
Riser Casing
: 24nch PVC
Screen
:24nch PVC
Screen Size
: 0.010 Machine Slot
Screen Interval
:20.2-30.2
Water Level
:9.69
Grout
: Cernent/Bentonke
Bentonite Seal
: Bentonhe Pellets
Filter Pads
: DSI t 1 SW® Sand
NOTES
�l iS
d'apwt r^ejqced w
Pavle, eoil
.ema lel
Up�4/-Cz ff, 0,_
1213 0-0q

-AMWAF- ME AM I
FORMER CHARLOTTE ARMY MISSILE PLANT
(CAMP)
1776 Statesville Avenue
Charlotte, North Carolina 28206
Well: SAIC-17
Depth
surf.
Elev.736.71
In
Bev.
Ft BGS
736.94
0
-o
736
0
5
731
726
721
716
711
706
701
696
691
686
Cover
Surface
Casing
Grout
Riser
Seal
Screen
Filter Pack
BORING SAIC-17
Monitoring well Idonnation
Geologist
: Paula Bond
Drilling Co.
: Boart LorWear
Northing
:549,846A2
Fasting
:1A52,801A3
(Page 1 of 1)
Top of Casing Bev. : 736.71
WellType :Transition
Begin Date :01/21/03
End Date :01/2=
Well Construction
Information
Welllype
:Transition
Reference Point.
:Top ofCasing
Drilling Method
: Rotosonk
Total Bo ft Depth
: 55.0
Total Well Depth
: 55A
Hole Dlameter
: 6 Inds
Rlser Casing
:24nch PVC
screen
:2anch PVC
Screen Site
: 0.010 Machine Sot
Screen Interval
: 44J - S4.7
Water Level
: 951
Grout
: CernentlBentonite
Bentonite Seal
: Bentonite Pellets
Filter Pads
: DSI 81 Silica Sand
0

BORING SAIC-18
(Page 1 of 1)
FORMER CHARLOTTE ARMY MISSILE PLANT
Monitoring Well Information
Top of Casing Bev.
: 725.09
(CAMP)
Gedoglst :Paula Bond
Well Type
:Transition
1776 Statesville Avenue
Drilling Co. : Boart Longyear
Begin Date
:01/29/03
Charlotte, North Carolina 28206
Northing :550,21470
End Date
:01/29103
Depth
In
FtBGS
Surf.
Bev.
725A4
Well:
Elev.725A9
SAIL-18
Cover
0 'o1 1 Surface
725
Casing
5
720
1
715
15
710
2
705
Grout
25
700
Riser
3
Ws
35
690
685
45
680
'
Well Seal
675 Screen
670 Filter Pack
EmIng :1AS2,668.78
Well Construction
Information
Well Type
:Transition
Reference Point
: Top of Casing
Drilling Method
: Rotosonk
Total Boring Depth
: 60A
Total Well Depth
: 6055
Hole DWneter
:6-Inch
RLserCasing
:24nchPVC
Screen
: 2anch PVC
Screen Sire
:0.010 Maddne Slot
Screen Interval
: WAS - 60.05
Water Level
: 257
Grout
: CernentBentonite
Bentonite Seal
: Bentonite Pellets
Filter Padc
: DSI 01 Sllka Sand

�QF ,I A Michael F. Easley, Governor
\Q �i William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
December 9, 2004
Zainul Kidwai
United States Army Corps of Engineers -Savannah District
100 West Oglethorpe Avenue
Savannah, GA 31401
RE: Former Charlotte Anny Missile Plant (CAMP)
Dear Mr. Kidwai:
Post -it® Fax Note. 7671
Date / /!
pages
1�f/b
To �i� Cl
�Gp/*�
From F✓
Co./Dept. / is ' Gp _
�l C _
Co.Z�" /{_ �L✓�9
Phone #
Phone#'N�c�'
Fax # /� _
Fax # p//�✓ j �`(��Cl���
The Underground Injection Control Group of the Aquifer Protection Section of the Division of Water Quality
has reviewed the permit application for injection of Sodium Permanganate, received on December 2, 2004. The
proposed injection project as presented in the work plan meets relevant state regulatory requirements (15A
NCAC 2C.0200) for construction and operation of injection wells, provided that one shallow zone monitoring
well and one transition zone monitoring well are sampled for RCRA metals prior to and after injection.
Monitoring well SAIC-20, in the transition zone, and SAIC-22, in the shallow zone, are to be sampled for
Arsenic, Barium, Chromium, Cadmium, Lead, Mercury, Silver, and Selenium prior to injection and again eight
weeks after injection.
Due to the site's coverage under the Comprehensive Environmental Response, Compensation, and Liability Act
(CERCLA), the state's administrative permitting requirements have been waived for this project. A technical
report summarizing the project and including monitoring data should be submitted to the UIC Program upon
completion of the injection project.
If you have any questions regarding this letter or the UIC Program, please call me at [phone].
Sincerely,
Evan O. Kane, P.G.
Underground Injection Control Program Manager
cc: Art Shacter, Division of Waste Management
Aquifer Protection Section — Mooresville Regional Office
One
Nor hCarolina
Natimally
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: http://h2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

Page 1 of 1
Evan Kane
From: Bond, Paula J. [[e-mail]]
Sent: Friday, December 03, 2004 11:25 AM
To: '[e-mail]'
Subject: CAMP Injection Permit
Evan,
I revised the construction log for SAIC-16 and have attached it for inclusion into the permit. Please replace the
one in your copies. If you have any other quesions, please let me know. Thanks.
Paula
Paula Bond
Science Applications International Corporation
151 Lafayette Drive
Oak Ridge, Tennessee 37830
Phone: [phone]
FAX. [phone]
-774-1-� Ji'&5cram 1"S irti ��-P- 5-eJt-,:;,Y1 0 � rneL P
12/3/2004

mw�
-` 1055.20041201.001
O
Science Applications International Corporation
An Employee=Owned Company
November 30, 2004
CD
Evan O. Kane, P. G..:.. .
C�
Underground Injection Control Program Manager
North Carolina Department of Environment and
CD
CD
---
Natural Resources:
Division of Water Quality - Aquifer Protection Section
c :,
2728 Capital Blvd-
£•
Raleigh, NC 27604
RE: Injection Permit Application for the Former Charlotte Army Missile Plant
Dear Mr. Kane:
Attached please find two copies of the underground injection permit for the Former
Charlotte Army Missile Plant. Supporting documentation is attached to the permit
application form for your review. I have also included the real estate access agreements
for the property as previously discussed.
We would like to perform the field work associated with this permit in January 2005 if at
all possible. Should you have any questions concerning this permit application, please do
not hesitate to give me call at 865-481-8752.
Sincerely,
SCIENCE APPLICATIONS INTERNATIONAL CORPORATION
Paula Bond P.G.
Project Manager
cc w/enclosure: Zainul Kidwai — USACE-Savannah
John Baden — USACE — Wilmington
Fronz Froelicher — USACE — Savannah
Ken Spader - Brooks Pharmacy - electronic
Susan Cooke — McDermott, Will & Emory - electronic
Central Records - SAIC
cc w/o enclosure: Martha Turpin — SAIC
Greg Grim — SAIC
151 Lafayette Dr., P.O. Box 2501, Oak Ridge, TN 37831 [phone]