DSHW-2008-001553 - 0901a0688013b0c6

04 March 2008 HANDDELIVERED
8200-FY08-064 « • n i ^ Ly ^i^
MAR 0 5 2D08
UTAH DIVISION OF
SOLID & HAZARDOUS WASTE
Dennis R. Downs, Execufive Secretary /IfT OQ^O^
Division of Solid and Hazardous Waste
Department of Environmental Quality
P.O. Box 144880
Dear Mr. Downs
Subject: Submittal of Monitoring Well Complefion Report for Well X-5.
Enclosed is the Monitoring well complefion report for Well X-5. The report includes the
boring log that documents well drilling and associated sampling; a well constmction log
and well constmcfion diagram ("as built"); well survey information for locations and
elevations ofthe newly completed well; and a summary that discusses how the
groundwater flow model shall be updated based on the data obtained from the installation
ofthe new well.
This well has been sampled and no contaminafion was found.
If you have questions, or need addifional informafion, please call David Covington at
[phone].
Sincerely
David P. Gosen, PE
Director of Environmental Services
MONITORING WELL X-5
INSTALLATION REPORT
ATK Launch Systems
Promontory Facility
Promontory, Utah
March 2008
EarthFax EarthFax Engineering, Inc.
Engineers / Scientists
www.earthfax.com
ATK Launch Systeins Monitoring Well X-5 Report
Promontory Utah March 1, 2008
TABLE OF CONTENTS
Section Paqe
CHAPTER 1 INTRODUCTION 1
1.1 PURPOSE 1
CHAPTER 2 METHODS OF WELL CONSTRUCTION AND DATA COLLECTION 2
2.1 WELL LOCATION 2
2.2 WELL CONSTRUCTION 2
2.3 HYDROGEOLOGIC DATA COLLECTION 2
CHAPTER 3 RESULTS OF WELL INSTALLATION AND TESTING 3
3.1 X-5 WELL COMPLETION 3
3.2 GEOLOGY 3
3.3 HYDRAULIC CHARACTERISTICS 4
3.4 FIELD PROCEDURES 4
3.4.1 Water-Level and Total Depth Measurements 4
3.4.2 Slug Tests in Completed Wells 5
3.5 INTERPRETATION PROCEDURES 5
3.6 AQUIFER TEST DATA AND RESULTS 7
3.7 ANALYTICAL RESULTS 7
3.8 DEDICATED PUMPING SYSTEMS 8
CHAPTER 4 REFERENCES 9
ATK Launch Systems Monitoring Weii X-5 Report
Promontory Utah March 1, 2008
LIST OF FIGURES
FIGURE 1 MONITORING WELL X-5 LOCATION
LIST OF APPENDICES
APPENDIX A DRILLERS DAILY LOGS
APPENDIX B GEOLOGIC LOG AND AS-BUILT COMPLETION DIAGRAM
APPENDIX C SLUG TEST RESULTS
ATK Launch Systems
Promontory Utah
Monitoring Well X-5 Report
March 1,2008
MONITORING WELL X-5
INSTALLATION REPORT
ATK LAUNCH SYSTEMS
CHAPTER 1
INTRODUCTION
1.1 PURPOSE
This report has been prepared to present geologic and hydrologic data obtained during
the installation of monitoring well X-5. It is intended to serve as a stand-alone document;
however, the reader is referred to the January 2008 (revised) Groundwater Flow and
Contaminant Transport Model Report for the ATK Promontory Facility (EarthFax Engineering,
2008) for general background information regarding (1) descriptions of faciiities at the
Promontory Facility, (2) regional geologic and groundwater conditions, (3) local geology and
groundwater hydrology, and (4) the local groundwater quality at the site.
This document is divided into four chapters, including this introduction. The methods
used to install and to test the monitoring well can be found in Chapter 2. Results are found in
Chapter 3, and Chapter 4 contains a list of references cited in this report.
ATK Launch Systems Monitoring Well X-5 Report
Promontory Utah March 1, 2008
CHAPTER 2
METHODS OF WELL CONSTRUCTION AND DATA COLLECTION
2.1 WELL LOCATION
The location of monitoring well X-5 is shown on Figure 1. This well is located on what is
referred to as Plant 3 at ATK's Promontory Facility. Plant 3 is found in the south-east portion of
the facility north of State of Utah West Highway 83.
2.2 WELL CONSTRUCTION
Well drilling and completion tasks were performed by Mike Zimmerman Well Service of
Magna, Utah. All rig operators were licensed by the Utah Division of Water Rights to drill water
wells in the State of Utah. Well drilling, completion, and associated activities were supervised
by ATK personnel and individuals from EarthFax Engineering, Inc. of Midvale, Utah. All
activities at the site were conducted in compliance with ATK health and safety requirements.
Monitoring well X-5 was installed by air-rotary drilling methods. This well was
constructed in accordance with guidelines previously employed by ATK at the facility. Appendix
A contains copies of the driller's daily logs.
2.3 HYDROGEOLOGIC DATA COLLECTION
During drilling operations, composite cuttings samples were collected at approximate 5-
foot intervals and as major lithologic changes occurred. Typical information logged from the
cuttings included color, hardness, reactivity to dilute hydrochloric acid, staining, grain size,
sorting, and rock classification. Appendix B contains a geologic log of materials encountered in
X-5 in addition to an as-built well construction diagram.
ATK Launch Systems Monitoring Well X-5 Report
Promontory Utah March 1, 2008
3.0 RESULTS OF WELL INSTALLATION AND TESTING
3.1 X-5 WELL COMPLETION
Monitoring well X-5 was drilled to a depth of 280 feet. An 8-inch diameter borehole was
drilled using air rotary techniques from the surface to a depth of 280 feet where it was
determined that the water table had been encountered and penetrated at least 20 feet.
The well consists of nominal 4.5-inch diameter schedule 80 PVC from the surface to a
depth of 260 feet, below which the well is constructed of 20 feet of factory slotted 0.010 slot,
4.5-inch diameter PVC screen to a depth of 280 feet. A gravel-pack consisting of 20-40 mesh
silica sand was placed around and to a depth of 10 feet above the screens, and 20 feet of 70-
mesh silica sand was placed immediately above the 20-40 mesh gravel pack and allowed to
settle overnight.
The annulus above the gravel-pack was sealed with bentonite grout from 230 to 2 feet
below ground surface. The surface to 2 feet below surface was filled with cement and covered
with an 8-inch diameter steel locking well cover with a cement pad.
3.2 GEOLOGY
The lithology at X-5 consists of Quaternary alluvium at the surface and limestone,
silty limestone, and minor shale beds from 15 to a depth of 280 feet. The well is most likely
completed in the lower limestone member of the Oquirrh Formation. The lower limestone
member consists of a fine- to medium-grained calcarenite quartzose (and less commonly
arkosic) sand which is intermixed with limey sand locally and in places forms calcareous
sandstone beds. Cherty limestone is common, as are coarse bioclastic beds containing crinoid
debris, bryozoans, fusulinids, corals, gastropods, and brachiopods (Miller et al., 1991).
3.3 HYDRAULIC CHARACTERISTICS
ATK Launch Systems Monitoring Well X-5 Report
Promontory Utah March 1, 2008
To estimate the hydraulic conductivity of the aquifer within the screened interval, a slug
injection test was conducted at X-5. A slug test is conducted by rapidly changing the water level
in a well or borehole by means of the injection or withdrawal of a body of known volume (a
"slug") into or from the water column, and monitoring the rate of water level recovery to the
static, pre-test level. When the slug is rapidly lowered into the water column, the water level
rises abruptly. Rapid withdrawal of the slug after the water level has fully recovered causes the
water level to drop abruptly.
Although it is recognized that the radius of influence of a slug test is smaller than that of
a long-term pumping test, slug tests are considered to provide adequate information about
hydraulic conditions when studies are not aimed at designing an exploitation program of the
aquifer (Freeze and Cherry, 1979). Slug injection and slug withdrawal tests produce similar
results if performed under similar field conditions, and if a sufficient length of time is allowed to
achieve maximum recovery ofthe water level. Slug test results can be found in Appendix D.
3.4 FIELD PROCEDURES
3.4.1 Water Level and Total Depth Measurements
An electric water level indicator was used to measure the static water level and total
depth of the completed monitoring well. The measurements were made relative to the top of the
well cover (approximately 1 foot above ground level). These values were used to determine the
saturated thickness of the zone to be tested.
The pre-test static water level of the subject aquifer was measured with an electric water
level indicator. A transducer was placed at a known depth in the well, and the water column
height measured by the transducer was added to this known depth to approximate the water
level.
3.4.2 Slug Tests in Completed Wells
ATK Launch Systems Monitoring Well X-5 Report
Promontory Utah March 1, 2008
A pressure transducer with a maximum operating pressure of 15 pounds per square inch
(34.6 feet of water) was used to measure water levels during the slug test in the completed and
developed well. After pre-test measurements and programming of the micro logger, the
pressure transducer was lowered into the water to a depth that was approximately 12 feet below
the static water level. The slug was then rapidly lowered into the water column in the monitoring
well and data were recorded at 1 second intervals.
3.5 INTERPRETATION PROCEDURES
Data recorded on the data-storage module in the field were transferred to a computer by
means of a model SMI92 storage module and serial I/O card and associated PC208 software
package, both developed by Campbell Scientific. This data was stored as a comma-delineated
ASCII data file. The contents of the data file were subsequently transferred to an analytical
program (AQTESOLV™), which allows rapid, graphical representation and log-linear regression
analysis of test data.
The computer software AQTESOLV PRO™ 4.0 (Duffield 2006) was used to evaluate the
slug test data. The method of Bouwer and Rice (1989), which determines hydraulic conductivity
for wells, which penetrate unconfined aquifers, is available in the AQTESOLV PRO™ software,
and was used to estimate the hydraulic conductivity of the aquifer.
Values of time and actual water-level displacement due to injection or withdrawal of the
slug are displayed on a semi-logarithmic plot (i.e., water-level displacement is represented on a
logarithmic y-axis and time is represented on an arithmetic x-axis). The hydraulic conductivity
("K") is estimated from the equation:
^_r/ln(/;,//-Jl^^;;„ (3-1)
2L t y,
where:
yo = initial drawdown or residual drawdown in well due to instantaneous
removal or injection of the slug from the well (ft)
y, = drawdown in well at time t (ft)
L = length of well screen (ft)
rc = radius of well casing (ft)
ATK Launch Systems
Promontory Utah
Monitoring Well X-5 Report
March 1,2008
Re
H
t
equivalent radius over which head loss occurs (ft)
radius of well, including gravel pack (ft)
static height of water in well (ft)
time (min)
and
HR /rj = (—— —r'
' ^ "' ^ln(H/rJL(ry
(3-2)
where:
dimensionless parameter which is a function of L/rw (see Equation 3-1).
According to Bouwer and Rice (1989), Equation (3-1) allows the hydraulic conductivity to
be calculated from the water-level change in the well. Because the hydraulic conductivity,
casing radius, well radius, the radius over which head loss occurs, and the screen length are
constants, (1/t) In yjyi must also be a constant. Thus, the time/drawdown data should
approximate a straight line if plotted in terms of In yo versus t. The quantity (1/t) In yo/yt in
Equation (3-1) is obtained from the first straight-line segment drawn through the field data.
The AQTESOLV PRO™ software program prompts the user to supply values of well
casing radius, drill hole radius, saturated aquifer thickness, well screen length, and static height
of water in the well. Time and water-level data are read into the software program in the form of
ASCII data files, which are downloaded from the field data-logger.
Once the field data and constants are entered, the AQTESOLV PRO™ software
generates semi-log plots of the data and automatically fits a straight line to the data according to
user-defined weighting. If the entire range of field data do not approximate a straight line, only
those early data which form a valid straight-line segment are weighted by the user such that the
software produces the desired straight line approximation through the valid part ofthe data set.
The straight-line fit produced by AQTESOLV PRO™ automatically determines the value
of yo (y-intercept) and an arbitrary value of yt at time t to solve Equation (3-1). Based on user-
ATK Launch Systems Monitoring Well X-5 Report
Promontory Utah March 1, 2008
defined values of screen length and drill hole radius, the software determines the value of C to
evaluate Re in Equation (3-2).
The AQTESOLV PRO™ software generates the straight-line approximation by means of
a nonlinear weighted least-squares parameter estimation technique, i.e., the Gauss-Newton
linearization method. The estimation technique minimizes the difference between observed and
estimated values through iterative solution of the system of linearized equations until
convergence is achieved. To ensure the fit of the straight line, the software prints out the values
of actual water levels, calculated water levels, and residual values (the difference between the
actual and calculated water levels) derived by the parameter estimation technique. Additionally,
the statistical values of mean, standard deviation, and variance are provided for the weighted
residuals. These statistics indicate the goodness-of-fit of the straight line generated by the
estimation technique.
3.6 AQUIFER TEST DATA AND RESULTS
Slug test plots for the wells tested are presented in Appendix C. Included with the
time/drawdown plots are printouts of well constants and field data used to estimate values of
hydraulic conductivity. Statistical values of mean, standard deviation, and variance also are
provided for the weighted residuals. The hydraulic conductivity value was taken directly from
the AQTESOLV PRO™ plot. The calculated hydraulic conductivity for well X-5 is 1.315 ft/day.
3.7 ANALYTICAL RESULTS
Following the completion of monitoring well X-5, a dedicated pumping system was
installed in the well and the well was subsequently sampled. The water collected during
sampling was submitted to the onsite ATK analytical laboratory for analyses of among other
constituents, perchlorate and volatile organic compounds. No perchlorate or VOC's were
detected for the samples from this well.
3.8 DEDICATED PUMPING SYSTEMS
ATK Launch Systems Monitoring Well X-5 Report
Promontory Utah March 1, 2008
3.8 DEDICATED PUMPING SYSTEMS
Following completion and development of the well, a dedicated pumping system was
installed to facilitate periodic groundwater sampling. The dedicated systems consist of a
Grundfos Redi-flo system (4-inch diameter) with 1-inch diameter discharge pipe to the surface.
The well was installed with a surface seal through which access ports are provided for water
level indicators, sample tubes, and hook-up for electrical connections.
Upon completion of the well and placement of the dedicated pumping systems, the well
was surveyed for elevation and location. The top of casing was determined to be 4491.31 feet
above mean sea level (amsl) at X-5 and located N472353.9 and El 764403.6 in the State Plane
coordinate system.
3.9 MODEL UPDATE
Monitoring well X-5 has been reviewed for incorporated in the Groundwater Flow and
Contaminant Transport Model. The contact elevations for layers in the model were checked
against the logged intervals from the well and found to be accurate. Therefore, no change will
be made to the model layers. Additionally, since hydraulic conductivity values are assigned by
region and are an average of a range of values from wells within the area, no change to the flow
model will be made based on the calculated hydraulic conductivity for well X-5 as it is within the
range values used to calculate the hydraulic conductivity for the southeast portion of the model.
No detections of volatile organics or perchlorate were found at the well and hence, no
modifications to the contaminant transport model will be made. If future sampling events yield
information that shows contamination at well X-5, the model will be updated with these
concentrations.
ATK Launch Systems Monitoring Well X-5 Report
Promontory Utah March 1, 2008
CHAPTER 4
REFERENCES
Bouwer, H., 1989. The Bouwer and Rice slug test~an update, Ground Water, vol. 27, no. 3, pp.
304-309.
Duffield, G.M. 2006. AQTESOLV PRO™: Aquifer Test Design and Analysis Computer
Software for Windows. Release 4.02. HydroSOLVE Inc.
EarthFax Engineering Inc. 2008. Groundwater Flow and Contaminant Transport Model for the
ATK Promontory Facility, Promontory, Utah.
Freeze, R.A. and J.A. Cherry. 1979. Groundwater. Prentice-Hall, Inc. Englewood Cliffs, New
Jersey.
ATK Launch Systems Monitoring Well X-5 Report
Promontory Utah March 1, 2008
APPENDIX A
DAILY DRILLERS LOGS
WELL DRILLER'S REPORT
State of Utah
Division of Water Rights
For udditional space, use "Addicional Well Data Form" and iiitach
Well Identincation
Non-Production Well: 0613005MOO WIN: 428974
Owner ^oie any rhnr\^ys
ATK Thiokol Propulsion
POB 707 M/S 301 Brigham City UT 84302-0707
Contact Pei-so»/Eiigineer;
Well Loualloil NtHc any changes
N 2042 W 2198 from the SE corner of section 01, Township ION, Range 5W, SL B&M
Location Description: (address, pioximity to buildings, landmarks, ground elevation,local well W)
Drillers Activily Stall Date: t I- \<- O^ Completion Date: ^ " Ol.-' <^ T
Check ail that apply; (SNCW D Repair D Deepen D Clean D Replace D Public Nature of Uw:.
Tf a replacement well, provide looation of new well. _fect north/south and ______ . lect casi/wcst of the exixing well.
DEPTH (feet)
FROM TO
to o
liO
2.§>
BOREHOLE
DIAMETER (in)
<^
/;k
DRILLING MKl'HOD
D-^
D/^
^i^-/
4?^'ferV
/
DRILLING FLUID
fix^ 5!.^
Well Log 1 ^
1
1
DEPTH (feet)
FROM TO
0
3
S'o
(^0
lh
1(»0
3
So
to
13
2t»o
lYO
Static Water Level
V
I
[
^•^
; J
i (
jrrf
INO:
:s -1
\L
N.SOt.inAT
s
A N D
0 R A V E L
C 0 B B L E S
B
8
L D E K
EQ
0 T H E R
rnNSotmATirn
ROCK TYPE
L\<^iU^
^l«M«,it>A»,
^<ouu,^ua.
^IM^)'tevsL
^MtoJfe^,
COLOR
^i^/jt^
' r tf
^^/•L-
WA^
(kJiidi
w
DESCRIFl'ION AKD REMARKS
(e.g., relalive %. grain size, sorting, angularity, bedding,
grain composition density, plasticity, shape, cenientation,
consislaney, water bearing, odor, fracturing, minerology,
lexture.dcgrce of weathering, haidness, water quality, etc.)
*fep5^
-J/*...) (^.Ji-^
^/tAj
tr
HfV
Date 3 '^/o~? Wajei-Level?-B>7'.% feel Flowing? DYes tANo
Method nf Water Level Measurement / i^*^£Ji If Flowing, Cupped Pressure
Point to Which Wutei' Level Measurement was Referenced 6^ C
PSI
Elevation.
Height of Water Level rcfeitncc point above ground surface J^T feet Temperature, .degrees DC DF
w^m^y'
T-d T98TT9S:0i
Well Log MtiMiiti^h^^tr f J
HP0T0SST08 "n3M NbWaSWWIZ 3>IIW:W0yj cil£--T3 l0aE-£T-WU
C(m.sCruction Information
DEPra (feet)
FROM
o
tr
TO
(O^
X.(,o
CASING
CASINO TYPS
AND
MATERIAl^RADU
r' As^d6 .W)
&c(^ 8-0 Pi/O
WALL
T7I1CK
(III)
.^11
%Uto
NCSJINAL
OIAM.
(ill)
tr
H\
DEPTH (feet) &SCREBN DPERFORATIONS DOI'EN BOTTOM
FROM
^fro
TO
iyo
SCR liENSbor size
OkPIJHI-SliE
.oro
.SCKCliN DIAM.
OR PBRI= LUNCTH
(in)
H''^.
SCnr^IiNTYPI: OK NDMBtR I'hKK
Oirrriiiiiiil/iiiiniryi
^ocfc m^_Ct^ Well Head Configumion;.
CusmgJoint'IW:'-AA7 M t^lCo" TW^^o^^^C^ N^
Access Port Provided? JQVes D No
Deplh of Surface Seal:,
Perfornior Used-._
,_feet
A»/rt
Was a Surface Sei) Installed? iJCVes DNo
Surl'flceSeal Mulerinl Placemen Method: pCtW>,|P<^<L S-UI/AA 'Vv'^v>AVv>'t.
Drive Shoe? DYes QNo
Wa.!! a temporary surface casing uscd?'8Ves ONO If yes, depth of casing: /<^0 feet diaineier:jy_ .inches
DEPTH (feet) SURPACE SEAL / INTERVAL SEAL / FILTER PACK. / PACKER INFORMATION
FROM TO
SEAL MATERIAL, FILTER PACK
ond PACKER TYPE and DESCIUPTION
Quantity of Malerial Used
(if applicable)
GROUT OENSITY
(Ihsigal., tf ba^ mix, gnL/sack eie.)
%SX> 2Y0 If-^ ^iHrJ CS<? -zyoo ot^V^
-USLO. iS^o 7^-^ tM-e^U 7PQ ^
ao. 12^ A^ik )J/MA rr.^,^
^l4 d^
s^u^jij^A
Oi> l^-o^ <^o c43
Well Developnjcnt and Well Yield Test Information
DATE
^•2^-<r
\lA'X'0(c
METHOD
6a:{
4rv/s C\(^r
Pump (Permanent) oj , _ .
YIELD
•7_
to^ir
Units
Check One
GPM
/
X
. /
CFS
DRAWDOWN
(ft)
tS
TIME
PUMPED
(hrs & min)
3 hj\
Po <Ma.%^
Pump Description: ^Itf NC^CVtMO yfeO 1/ Jj yti Horsepower: VY Pump Intake Depth:..' ..'
Approximate Maximum Pumping Rate: J~ V Well Disinfected upon Complelion? DYes ^S^o
feet
Commuiits
(Atf.
Description orconsniiciion acitviiy, additional maleriuls used, problems eiicouiilered, cxuauidinary
Circumstances, abandonment procedures. Use addiiional well data form for more space. ^.iji.uinauiii^&d, autiuuuiiiirciii ^lub.cuuica. use uuuittuiiui wcti uiiiujuriiiji/r iiti/i v iyuLC. ,
u^otHtr U^. ^U^ (K:^ IK^J- Jl^ i^yo.P ri;.di
- 2i7 ^ Toc
Well Driller Sluleiiienl 1'his well was drilled and ccnsuiicied under my supervision, according to applicable rules nnd regulations,
and tliis report is complete and correct lu the best of my knowledge and belief.
Num.. ZIMMERMAN, MIKE WELL SERVICE 527
Signature. itX.^. il^nM.Hrui.MCHpMtHa>Ol«Ml>f*i
•A AAAJ^II rL/tAAA\A
'UxMtiWiltUiblrti
License No.
Dat« '3-0T~o7
2'd T9aTT9£:0i il70T0S5T0B 11311 NbWyawmZ 3>lIW:W0yj diS;T0 2.003-CT-ytlW
DAILY REPORT
& DRILL LOG
Date: !2-U-Cfe
Project:
Drive time: to field \\\r x fr. field JKr
ZimmeFmAn lOell Service
7888 WEST 2400 SOUTH • MAGNA, UTAH 84044 • [phone]
_ Client A A.K Hole No.
Depth from surface, start of shift
Depth from surface, end of shift _
Total footage drilled So
/go tt.
2|^£)__ft.
ft.
TIME
From
O.CV
-T'.Ko
f:'^'£>
TO
"^^'lO
6'.p
t.oo
Total
j}_
1
IV
INTERVAL
From
\^0
2x^G
•2Zo
CHO
To
^c^O
2ZO
^HO
2G0
Total
?/'
20^^
2D^''
'io^>
REMARKS
Or.ve. -^riSi /e
^Arr^ uO r\oy
Ori\l (w^teSfeJne. V)Uctor>c} 6r^^
"Oc^W liVvir<>lr->nF blaiJ::stni6f.:a/^
Dr> \ 1 \ ^^f 4f:.»^ f V\ \z^Jz ^y^A ^rtcv^
Prii\ liMC$W h\oi]:^^Gir^^
^l\pato tjij'.?
Ofvvf 4<>.^hoi^
fc MUD USED TYPE GRAVEL
CU. Ft. Size
CASING 1 CASING
Size Feet Size
1
Feet
BITS USED 1
TYPE No.
1 b l<^i fO\At
HOURS RUN FOOTAGE
8-6 f'^
RIG No. Z\y\
Driller
Helper
Helper
Helper
"^r
Name
Day Of
the Week |
A«^>77
/^on
Zimmerman lOell Service DAILY REPORT
5( DRILL LOG
7888 WEST 2400 SOUTH • MAGNA, UTAH 84044 • [phone]
Date: \7~\7-0^ Client /^AX, Hole No.
Project: Depth from surface, start of shift Z60 ft.
Drive time: to field I h^ •'? fr. field IU V DeP^h ^""Of" surface, end of shift e£'a ft.
Total footage drilled ?0 ft.
TIME
From
•U',,. -1.^
\\\co
\\\yo
;co
r^D
2'.00
(^•^0
To
IV .a^
IV.50
r.co
\'.%0
y.oo
b'3o
E'.co
Total
ik -i
INTERVAL
From
V-^
i ik
•>z.
\\
2hO
To
zm
Total
20*^"^
REMARKS
9rvvC-lo.S.^f
rVf^'c K c,'.>ip>r»o^- pt/il -^SBSwr b/o it'X S^f:A..jQ
o^kn
On\je.-^oi-^0p /^,}r- L.h<>.r^.'>
v'^l.sV)u|0
Oc.^/^ ioij'k-
b^c»<''--\ {^f rv<v
Dftll li>i(f.S, i>r\L* t'<^cJCc^^<^ Oo^y^ Co2>h^ Uc^lr/-
/t-^-Zi." (Tvz^,^..
Dr^t^.Wshi^iJ'
f
No.
LJ
MUD USED TYPE GRAVEL
Cu. Ft. Size
CASING 1 CASING |
Size Feet Size Feet
BITS USED j
TYPE No.
' t Tvv COr^C
HOURS RUN FOOTAGE
Z6f^
RIG No. ^X>\
Driller
Helper
Helper
Helper
Day of
the Week
Name |
C\sC'.<.
V
T:;t'',
ioe<>
Zimmerman lOell Service DAILY REPORT
& DRILL LOG
7888 WEST 2400 SOUTH • MAGNA, UTAH 84044 • [phone]
Date: i2-B'(^^ Client y4A,K Hole No.
Project: __^_^ Depth from surface, start of shift ? g-^6 ft.
Drive time: to field JUr^ fr. field | k/^ Depth from surface, end of shift 2^o ft.
Total footage drilled o ft.
TIME
From
6'«^
^1^
iV.oo
(2:^0
2.: CO
V.'PO
fr:?o
To
7;^X''
\V,OG
12'-?o
•Z-'.oo
^/;DD
•^"•'?0
.>:co
Total
ik
I'y.
ik
li
h.
INTERVAL
From To Total
RFMdRK<;
Or»\^,V:l^.J<*'
blot'N/ V)olc 4alC<«? rciX .4c> V>ftf^/v(^, ir<o<s>-
C €o.v\ OlO
lOir<V>.e .4r-)S'Kr,,'1 i.vT-.'^
^•] <;V)wp
Oc^ve i-'T-/^ 4o s.lf.
.SJt'.f f/? -jr. fon P. V'C. ^/, <4 6iou4 }\n'\ip
\3rvvf; -k-v^lorY?
No.
--J
MUD USED TYPE GRAVEL
Cu. Ft. Size
CASING 1
Size Feet
CASING 1
Size
1
Feet
BITS USED 1
TYPE No. HOURS RUN FOOTAGE
RIG No. ^^"0 \
Driller
Helper
Helper
Helper
Name
CVir.<:
„\ar
Dayof
the Week
u-cv^
^v<5A
DAILY REPORT
a. DRILL LOG
Date: \?'N -Q^
Project:
Zimmerman l^ell Service
7888 WEST 2400 SOUTH • MAGNA, UTAH 84044 • [phone]
_ Client A.'VX Hole No.
Depth from surface, start of shift 'Z^o ft.
Drive time: to field 1-X, W fr. field tyW Depth from surface, end of shift £^/\ ft.
Total footage drilled ^ ft.
TIME
From
.9:</.^;
/.'I^~
n:i.s-
To
/'ib
H:K
\7: ^S
Total
It
M
INTERVAL
From
/f
To Total
pcMAQlf C
Ofi-^.-loSi-|^
Se-V P.l/. 6.' ?0 ?re\ of screen /hi;-i ^.^!i>'-a,r:>
P.4 i (K\\ci df fH'SO Sovnr^ ,>A hr^io.. /<o/y.^/
Ii'6^' Fro^^^ \^n S hoc>•.nfc\^:p-, (CW1 f'^S^ ^
Frorn kip ^k•>.'Sl<;,^/ JlBI^/^'n/- Sodcl- l^fhn^
Top, C~(Ci.!4- -lUf •ln/'c>^(.^l| ?0 h.o,-7<k (v^ (TYTiuf
(r\ear\ o<? ^odA (^ivV p.iil g"''c<3i^;ric^ fc/^//cr;'"",
Or»v/^4o5h(j.'i
M/,
No.
:.'3i
^
Uk
MUD USED TYPE
W^vAfr;V'(?^
h.y.Sf^ (>^ Pi,o ^Af^^^
b<^c?)'p oi Gi ,;:,;;,•
GRAVEL
Cu. Ft.
\p^V\-
Size
H:30
CASING 1 CASING
Size
V5 F.y.o
Feet
?gb^''
Size Feet
BITS USED 1
TYPE No. HOURS RUN FOOTAGE
RIG No. riv>^
Driller
Helper
Day of
the Week
Name | j
ru^s
.W-
—-—f
Helper
Helper
Fh^xb
T^i/f*>
Zimmerman l^ell Service M^^cJ^_ DAILY REPORT
& DRILL LOG
7888 WEST 2400 SOUTH . MAGNA, UTAH 64044 • [phone]
Date: (7-|S-06 Client /JAA^
Project:
Hole No.
Depth from surface, start of shift '7^o> ft.
Drive time: to field \ Kr V_ fr. field jhW .. Depth from surface, end of shift ___£i!0__ft. TT
Total footage drilled o ft.
TIME
From
S:co
7Iho
\\<co
[TIO
To
7:}C'
[r>DO
\Z)1>0
r.>o
Total
\'7-'^k.
24L
1
INTERVAL
From To Total RPMARk^
Qr.u('A:^5/fc
9o\~ \Ci \-^,y.^\ fsf C\, p Its llcle (\{>\- off -lyy n
of •L.'fM r<'> r4^L;iT i-Jt! C^ Or> \nn \c-i U/€J\
C\eor\ <_? p pi^f rPi'y^Pf\\ povfA .^^rtxjncW^,-))
3 b^^S o/ CfrflfiS \ .
O'M^' ^^ C^O'<' ^ <^^ \f^ ^ • •'- "^ ''" <'^
Of^.ve:Af>-Shur)
Wi^e/- W\,<.l 2^/ .0^^ fro,^ Arv.:nA
No. MUD USED TYPE
\>-yu
f
GRAVEL
Cu. Ft. Size
CASING
Size Feet
CASING
Size Feet
BITS USED
TYPE No. HOURS RUN FOOTAGE
RIG No. Rx9-'
Driller
Helper
Helper
Helper
CW.\
No^
Name
Day of
the Week
/^'
/->;
Zimmerman lOell Service DAILY REPORT
& DRILL LOG
7888 WEST 2400 SOUTH • MAGNA, UTAH 84044 • [phone]
Date: [ZA^^-^ Client A AX Hole No.
Project: '_ Depth from surface, start of shift ;^5<n ft.
Depth from surface, end of shift Z S?o ft.
Total footage drilled Q ft.
Drive time: to field \ K.- hz. fr. field \W V-
TIME
From
i \tx:>
2'>0
iM^i
To
Z3c>
Z'M>
^'-.v>
Total
1-2.
y ^
(
INTERVAL
From To Total
OPIUIADI/C
Prc^Ao5.;i<---
^.V\;yl lli crf hoW, (? U<Ao.s cJ^cL.p^,
C Wt^ o n
" ' \' •• ' ' - -
OrvU_-loSnon
No.
12
MUD USED TYPE
b-v^c <^fc\\^<.
GRAVEL
Cu. Ft. Size
CASING 1 CASING |
Size Feet Size Feet
BITS USED 1
TYPE No. HOURS RUN FOOTAGE
RIG No. '<L 90-»
Driller
Helper
Helper
Helper
Name
A^^,^
(2«^u\
Day of
the Week
Tufs
rocs
ATK Launch Systems Monitoring Well X-5 Report
Promontory Utah March 1, 2008
APPENDIX B
GEOLOGIC LOG AND AS-BUILT COMPLETION DIAGRAM
EarthFax
LOG OF BORING X-5
(Pagel of2)
ATK Thiokol Inc.
Promontory Facility
Promontory, Utah
Project UC1023
Date Started
Date Completed
Hole Diameter
Drilling Method
Sampling Method
December 11, 2006
March 02, 2007
8"
DR Rotary
Grab
Company Rep.
Northing Coord.
Easting Coord.
Drilled By
Logged By
D. Covington
N 472353.6
E 1764403.9
M.Z. Well Service
KHB/AM
Q
0--4491
10--4481
20--4471
30-
40--4451
50-
100-
110-
Surf.
Elev.
4491.31
4461
4441
60--4431
70--4421
80--4411
90--4401
4391
4381
120--4371
130--4361
140-
DESCRiPTION
^
Mr
M
rrVr
SILTY CLAY. Light brownish gray (10 YR
6/2). Some fine roots.
SAND. Medium grained, gray (10 YR 6/1).
Angular. Reacts to HCL.
LIMESTONE. Gray. (10 YR 6/1). Very
hard, some secondary calcite
mineralization (veins) and some
mst-colored oxidation. Strong HCL
reaction.
SHALE. Grey to light grey (10 YR 7/1).
iSoft silty shale. HCL reaction.
LIMESTONE. As Above
SILTY LIMESTONE. Weak red (10 YR 5/4).
Medium hard. Some secondary calcite
^mineralization (white veins).
SILTY LIMESTONE. VF to F grained. Pale
Yellow (2.5 Y 7/4). Soft.
LIMESTONE. Grey. (2.5 Y 6/1) Med hard.
Almost vitreous luster. HCL rxn.
Well: X-5
Elev. : 4491.31
Cover
Well Construction
Information
-Bentonite Chips
-8" Steel
-4.5-inch
SCH 80 pvq
-Bentonite Grou
High Solids
WELL CONSTRUCTION
Date Compl.
Hole Diameter
Drill. Method
Company Rep.
WELL CASING
Material
Diameter
Joints
WELL SCREEN
Material
Diameter
Joints
Opening
Cap
SAND PACK
Type
Size
ANNULUS SEAL
Type
March 2, 2007
8"
DR Rotary
D. Covington
PVC
4.5-inch
Flush Joint
PVC
4.5-inch
Flush Joint
0.010 Slot
End Cap
: Silica Sand
; 20/40 Mesh
: High Solids Bentonite
NOTES:
w
EarthFax
LOG OF BORING X-5
(Page 2 of 2)
ATK Thiokol Inc.
Promontory Facility
Promontory, Utah
Project UCl023
Date Started
Date Completed
Hole Diameter
Drilling Method
Sampling Method
December 11, 2006
March 02, 2007
8"
DR Rotary
Grab
Company Rep.
Northing Coord.
Easting Coord.
Drilled By
Logged By
D. Covington
N 472353.6
E 1764403.9
M.Z. Well Service
KHB/AM
<D 0 LL
"5.
(U
o
140-
150-
160-
170--4321
180--4311
190-
200--4291
210-
220-
270-
280-
Surf.
Elev.
4491.31
4351
4341
4331
4301
4281
4271
230--4261
240--4251
250--4241
260--4231
4221
DESCRIPTION
Well: X-5
Elev. : 4491.31
^
TTTTTT
SILTY LIMESTONE. Weak red (10 YR 5/4).
Med hard. Some dark grey coloring and
^secondary mineralization.
LIMESTONE. Brownish Yellow (10 YR
6/6) Interbedded with light colored silty
limestone, med hard. HCL rxn.
LIMESTONE. Gray (10 YR 6/2) and dark
reddish gray (10 YR 4/5). Some silt,
oxidation mottling, and calcite veins.
Limestone changes to dark reddish grey
10 YR 4/3 with very dark gray (77.5 YR
2.5/1)
SILTY LIMESTONE. Some fine sand.
Brown (7.5 YR 5/4). Oxidation (fe
staining). Med hard, calcite veins.
LIMESTONE. Grey with some
yellow-brown and pale red. Med hard.
Some fe staining and secondary
mineralization.
Becoming hard to very hard at 210'
LIMESTONE. Black with some rust colored
oxidation. Very hard. Some silty limestone
bedding. Brown (10 RY 4/3). Some light
grey secondary min. veins.
LIMESTONE. Becomes very dark grey (15
YR 3/1). Some silt and some fe staining.
Very hard. Strong HCL reaction.
-4.5-inch
SCH 80 PVC
-Bentonite Grou
High Solids
-70-Mesh Sand
-20/40 Mesh
Sand
-0.010 Slot
Screen
Well Construction
information
WELL CONSTRUCTION
Date Compl.
Hole Diameter
Drill. Method
Company Rep.
WELL CASING
Material
Diameter
Joints
WELL SCREEN
Material
Diameter
Joints
Opening
Cap
SAND PACK
Type
Size
ANNULUS SEAL
Type
March 2, 2007
8"
DR Rotary
D. Covington
PVC
4.5-inch
Flush Joint
PVC
4.5-inch
Flush Joint
0.010 Slot
End Cap
: Silica Sand
: 20/40 Mesh
: High Solids Bentonite
NOTES:
ATK Thiokol Inc. Monitoring Well GW-81 & GW-82 Report
Bacchus Worl<s Juiy 6, 2004
APPENDIX C
SLUG TEST RESULTS
10.
c a>
E
<D
O JO
Q. W
0.1
0.01
~i i I r T I I \ I r~n i i i r i i i i i i \ i r
n mm 11 tm'i n Q n •
J I I I \ I I I I III! I I l__J \ \ I I I
0. 1.6 3.2 4.8
Time (min)
6.4
Data Set: G:\UC1023\X-5\X-5.aqt
Date: 02/28/08
Company: EartliFax Engineering, Inc
Client: ATK Launch Systems
Proiect: UC1023
Location: Promontory, UT
Test Well: X-5
Test Date: 02-26-07
Saturated Thickness: 41.85 ft
Initial Displacement: l.ft
Total Well Penetration Depth: 280. ft
Casing Radius: 0.1875 ft
Aquifer Model: Unconfined
K =1.315 ft/day
SLUG INJECTION
Time: 13:04:51
PROJECT INFORIVIATION
AQUIFER DATA
Anisotropy Ratio (Kz/Kr): 'L
WELL DATA (X-5)
Static Water Column Height: 238.2 ft
Screen Length: 20. ft
Well Radius: 0.1875 ft
SOLUTION
Solution Method: Bouwer-Rice
y0 = 1.915 ft
ENVIRONMENTAL LAB WORK REQUEST
0710038
ll
1 TO THIOKOL ENVIRONMENTAL LABORATORY
FROM:
Dave Covington
ORGANIZATION:
Environmental Services
EXTENSION:
3898
MAIL STOP:
301
LWR No. E12804
Login No.
COST CENTER;
8200
WORKORDER:
988P LS333
GW
DATE:
10/23/07
REPORT RESULTS TO:
HELEN RAVSTEN, MS 301
SAMPLE INFORMATION
SAMPLE
2269
2270
2271
2272 .
2273
2274
2275
2276
2277
DATE
10-22-07
10-22-07
10-22-07
10-23-07
10-23-07
10-23-07
10-23-07
10-23-07
10-23-07
TYPE
G C
LOCATION
H-9
H-10
X-5
Shotgun Spr
Pipe Spr
Fish Spr
Horse Spr
Fork Spr
Connor Spr
TIME
13:13
14:09
15:00
13:03
13:15
13:25
13:35
13:45
14:00
TEST
Perchlorate, Metals, (Method
6010), Voc's (Method 8260
Perchlorate, Metals, (Method
6010), Voc's (Method 8260)
• t <--'*•
'•^ "
»«- r» t>.
/- /*
/^
REMARKS
*""'""•
A5 Ba, Be, Co Ct,
f. ''
ft- i.
1. »
1. »
/.. t'
1 - "
"
CHAIN OF CUSTODY
REUNQUKHEILBY
^J_-><-
^ •
DATE
/a -^T-ay
TIME
/v: ^3r
RECEIVED BY
^^^?fe^
DATE
lO-Z^,-o7
TIME
NY^
FOR LABORATORY USE ONLY
DATE COMPLETED DATE REPORTED SIGNATTJRE
CERTIFICATE
Listing of Sample Information
Monday, November 05, 2007
ANALYSIS
and Testing Requested
TESTED FOR: ATKTlniokoi: DLV
Environmental Monitoring
MS 301
Thiokol Corp, UT 84322
ANALYZED BY: ATK Thiokol Propulsion
Environmental Laboratory
P.O. Box 707, M/S 245
Brigham City, UT
84302-0707
435-863-3732
435-863-8080
Contact Name:
Project:
Sample Delivery Group:
Dave Covington
Ground Water Testing - DLV
0710038
Page 1 of 21
Sample Delivery Group: 0710038
Sample No. Client No.
Test Requested
0710038-01 2269-H-9
EPA 314.0
SW-846. 301 OA
SW-846. 60108 (Water)
SW-846, 8260B (Water)
0710038-02 2270-H-10
EPA 314.0
SW-846. 301 OA
SW-846, 601 OB (Water)
SW-846. 82608 (Water)
0710038-03 2271-X-5
EPA 314.0
SW-846. 301 OA
SW-846. 60108 (Water)
SW-846. 82608 (Water)
0710038-04 2272 - Shotgun Spring
EPA 314.0
SW-846. 301 OA
SW-846. 60108 (Water)
SW-846, 82608 (Water)
0710038-05 2273 - Pipe Spring
EPA 314.0
SW-846. 301 OA
SW-846. 60108 (Water)
SW-846. 82608 (Water)
0710038-06 2274 - Fish Spring
EPA 314.0
SW-846. 301 OA
SW-846. 601 OB (Water)
SW-846, 82608 (Water)
0710038-07 2275 - Horse Spring
EPA 314.0
SW-846. 301 OA
SW-846, 60108 (Water)
SW-846, 8260B (Water)
Sample Description
Perchlorate - lon Chromatography
Metals Digestion
Metals Analysis by ICP - 6010
Volatile Organic Analysis
Perchlorate - lon Chromatography
Metals Digestion
Metals Analysis by ICP - 6010
Volatile Organic Analysis
Perchlorate - lon Chromatography
Metals Digestion
Metals Analysis by ICP - 6010
Volatile Organic Analysis
Perchlorate - lon Chromatography
Metals Digestion
Metals Analysis by ICP - 6010
Volatile Organic Analysis
Perchlorate - lon Chromatography
Metals Digestion
Metals Analysis by ICP-6010
Volatile Organic Analysis
Perchlorate - lon Chromatography
Metals Digestion
Metals Analysis by ICP - 6010
Volatile Organic Analysis
Perchlorate - lon Chromatography
Metals Digestion
Metals Analysis by ICP - 6010
Volatile Organic Analysis
Received Collect Date/Time
IVlatrix
10/23/07 10/22/2007 13:13:4
Water
Water
Water
Water
10/23/07 10/22/2007 14:09:4
Water
Water
Water
Water
10/23/07 10/22/2007 15:00:4
Water
Water
Water
Water
10/23/07 10/23/2007 13:03:4
Water
Water
Water
Water
10/23/07 10/23/2007 13:15:4
Water
Water
Water
Water
10/23/07 10/23/2007 13:25:4
Water
Water
Water
Water
10/23/07 10/23/2007 13:35:4
Water
Water
Water
Water
Page 2 of 21
Sample Delivery Group: 0710038
Sample No. Client No.
Test Requested Sample Description
Received Collect Date/Time
Matrix
0710038-08 2276-Fork
EPA 314.0
SW-846, 301 OA
SW-846, 60108 (Water)
SW-846, 82608 (Water)
Spring
0710038-09 2277 - Connor Spring
EPA 314.0
SW-846, 301 OA
SW-846, 60108 (Water)
SW-846, 8260B (Water)
Perchlorate - lon Chromatography
Metals Digestion
Metals Analysis by ICP - 6010
Volatile Organic Analysis
Perchlorate - lon Chromatography
Metals Digestion
Metals Analysis by ICP - 6010
Volatile Organic Analysis
10/23/07
10/23/07
10/23/2007 13:45:4
Water
Water
Water
Water
10/23/2007 14:00:4
Water
Water
Water
Water
Certified By: C/2^ 11/05/2007
W. Scott Fraser, Quality Assurance Officer Date
This certifies that the following data meets the requirements of the National Environmental Laboratory Accreditation
Program (NELAP) unless otherwise annotated:
Page 3 of 21
Listing of Results by Sampie
Sample Delivery Group: 0710038
Client Sample ID: 2269 - H-9
Sample Description: ATK-DLV - Groundwater Fall 2007
Laboratory Sample ID: 0710038-01
Date Sampled: 10/22/07 13:13
CAS Number
Test Metliod:
014797-73-0
Test Metliod:
Test Parameter
EPA 3U.0
PERCHLORATE
5^-846, 3010A
3010A ACID DIGESTION
Result Units
Perchlorate - lon Chromatography
U
Metals Digestion
10/24/2007
00:00
ug/L
Test Method: SIV-846, 6010B (Water) Metals Analysis by ICP - 6010
7440-38-2 ARSENIC U ug/L
7440-39-3 BARIUM 288 ug/L
7440-41-7 BERYLLIUM U ug/L
7440-47-3 CHROMIUM U ug/L
7440^8-4 COBALT U ug/L
7439-98-7 MOLYBDENUM U ug/L
Test Method: SW-846, S260B (Water) Volatile Organic Analysis
67-64-1 ACETONE U ug/L
71-43-2 BENZENE U ug/L
74-97-5 BROMOCHLOROMETHANE U ug/L
75-27-4 BROMODICHLOROMETHANE U ug/L
108-86-1 BROMOBENZENE U ug/L
75-25-2 BROMOFORM U ug/L
74-83-9 BROMOMETHANE U ug/L
78-93-3 2-BUTANONE U ug/L
104-51-8 N-BUTYLBENZENE U ug/L
135-98-8 SEC-BUTYLBENZENE U ug/L
98-06-6 TERT-BUTYLBENZENE U ug/L
75-15-0 CARBON DISULFIDE U ug/L
56-23-5 CARBONTETRACHLORIDE U ug/L
103-90-7 CHLOROBENZENE U ug/L
75-00-3 CHLOROETHANE U ug/L
110-75-8 2-CHLOROETHYLVINYLETHER U ug/L
57-66-3 CHLOROFORM U ug/L
74-87-3 CHLOROMETHANE U ug/L
95^9-8 2-CHLOROTOLUENE U ug/L
106-43-4 4-CHLOROTOLUENE U ug/L
124^8-1 DIBROMOCHLOROMETHANE U ug/L
96-12-8 1.2-DIBROMO-3-CHLOROPROPANE U ug/L
74-95-3 DIBROMOMETHANE U ug/L
106-93-4 1.2-DIBROMOETHANE U ug/L
95-50-1 1,2-DICHLOROBENZENE U ug/L
541-73-1 1.3-DICHLOROBENZENE U ug/L
106^6-7 1,4-DICHLOROBENZENE U ug/L
75-71-8 DICHLORODIFLUOROMETHANE U ug/L
75-34-3 1.1-DlCHLOROETHANE U ug/L
107-06-2 1.2-DICHLOROETHANE U ug/L
75-35^ 1.1-DlCHLOROETHENE U ug/L
156-59-4 CIS-1,2-DICHLOROETHENE U ug/L
156-60-5 TRANS-1,2-DlCHLOROETHENE U ug/L
78-87-5 1.2-DICHLOROPROPANE U ug/L
142-28-9 1.3-DICHLOROPROPANE U ug/L
563-58-6 1.1-DICHLOROPROPENE U ug/L
10061-01-5 CIS-1,3-DICHLOROPROPENE U ug/L
Dilution
MDL EQL Factor Analvst Test Date
10 40 10 JMM
MTB
10/31/07
10/24/07
20
2
0.5
10
1
1
30
0.22
0.31
0.19
0.37
0.42
0.57
1.11
0.3
0.16
0.2
0.13
0.27
0.16
0.35
1.71
0.3
0.81
0.24
0.15
0.18
0.35
0.25
0.15
5.86
5.62
5.88
0.66
0.49
0.29
0.16
0.16
0.34
0.16
0.24
0.17
0.4
100 1
10 1
2.5
50
5
5
100
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
MTB
MTB
MTB
MTB
MTB
MTB
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
1 LSH
1 LSH
1 LSH
LSH
1 LSH
LSH
LSH
1 LSH
LSH
1 LSH
1 LSH
10/25/07
10/25/07
10/25/07
10/25/07
10/25/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
Page 4 of 21
Listing of Results by Sample
Sample Delivery Group: 071Q038
Client Sample ID: 2269 - H-9
Sample Description: ATK-DLV - Groundwater Fall 2007
Laboratory Sample ID:
Date Sampled:
0710038-01
10/22/07 13:13
CAS Number
Test Method:
10061-02-6
590-20-7
100-41-4
591-78-6
87-68-3
98-82-8
99-87-5
75-09-2
108-10-1
91-20-3
103-65-1
100^2-5
630-20-6
79-34-5
127-18-4
108-88-3
87-61-6
120-82-1
71-55-6
79-00-5
79-01-6
75-69^
96-18-4
95-63-6
108-67-8
108-05-4
75-01^
1330-20-7
95^7-6
460-00-4
1868-53-7
17060-07-0
2037-26-5
Test Parameter
SW-846, S260B (Water)
Result
Volatile Organic Analysis
TRANS-1.3-DICHLOROPROPENE
2.2-DlCHLOROPROPANE
ETHYLBENZENE
2-HEXANONE
HEXACHLOROBUTADIENE
ISOPROPYLBENZENE
4-ISOPROPYLTOLUENE
METHYLENECHLORIDE
4-METHYL-2-PENTANONE
NAPHTHALENE
N-PROPYLBENZENE
•STYRENE
1,1,1,2-TETRACHLOROETHANE
1,1,2,2-TETRACHLOROETHANE
TETRACHLOROETHENE
TOLUENE
1,2,3-TRICHLOROBENZENE
1,2.4-TRICHLOROBENZENE
1,1.1-TRICHLOROETHANE
1.1,2-TRlCHLOROETHANE
TRICHLOROETHENE
TRICHLOROFLUOROMETHANE
1,2,3-TRICHLOROPROPANE
1,2,4-TRIMETHYLBENZENE
1,3,5-TRIMETHYLBENZENE
VINYL ACETATE
VINYLCHLORIDE
m.p-XYLENE
O-XYLENE
BROMOFLUOROBENZENE
DIBROMOFLUOROMETHANE
1,2-DICHLOROETHANE-D4
T0LUENE-D8
Units
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
0.6 J
u
u
u
u
u
u
u
u
u
u
u
u
u
107
97.0
98.2
101
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
%
%
%
%
MDL
0.18
0.9
0.16
0.7
0.9
0.58
0.24
0.77
0.53
4
0.15
0.17
0.25
0.85
0.28
0.21
0.23
4.37
0.16
0.25
0.71
0.25
0.33
0.19
0.29
0.13
0.3
1.6
0.18
EQL
Diluti
Faci
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
ar Analvst Test Date
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/25/07
10/26/07
10/25/07
10/26/07
10/26/07
10/26/07
Client Sample ID: 2270-H-10
Sample Description: ATK-DLV - Groundwater Fall 2007
Laboratory Sample ID: 0710038-02
Date Sampled: 10/22/07 14:09
CAS Number
Test Method:
014797-73-0
Test Method:
Test Parameter
EPA 314.0
PERCHLORATE
SlV-846, 301 OA
3010AACID DIGESTION
Test Method: SW-846, 6010B (Water)
7440-38-2
7440-39-3
7440-41-7
7440-47-3
ARSENIC
BARIUM
BERYLLIUM
CHROMIUM
Result
Perchlorate - lon Chromatography
U
Metals Digestion
10/24/2007
00:00
Metals Analysis by ICP - 6010
U
316
U
14. J
Units
ug/L
ug/L
ug/L
ug/L
ug/L
MDL
10
Dilution
Factor Analvst Test Date
10 JMM
MTB
10/31/07
10/24/07
20
2
0.5
10
100
10
2.5
50
1 MTB
1 MTB
1 MTB
1 MTB
10/25/07
10/25/07
10/25/07
10/25/07
Page 5 of 21
Listing of Results by Sample
Sample Delivery Group: 0710038
Client Sample ID: 2270-H-10
Sample Description: ATK-DLV - Groundwater Fall 2007
Laboratory Sample ID: 0710038-02
Date Sampled: 10/22/07 14:09
Dilution
CAS Number
Test Method:
7440-48-4
7439-98-7
Test Method:
57-64-1
71^3-2
74-97-5
75-27-4
108-86-1
75-25-2
74-83-9
78-93-3
104-51-8
135-98-8
98-06-6
75-15-0
56-23-5
108-90-7
75-00-3
110-75-8
67-66-3
74-87-3
95-49-8
106-43-4
124^8-1
96-12-8
74-95-3
105-93-4
95-50-1
541-73-1
106^5-7
75-71-8
75-34-3
107-06-2
75-35.4
156-59-4
155-60-5
78-87-5
142-28-9
563-58-6
10061-01-5
10061-02-6
590-20-7
100-41-4
591-78-S
87-68-3
98-82-8
99-87-6
75-09-2
108-10-1
91-20-3
Test Parameter
SlV-846, 6010B (Water) Metals Analysis
COBALT
MOLYBDENUM
SW-846, 8260B (Water) Volatile Organic
ACETONE
BENZENE
BROMOCHLOROMETHANE
BROMODICHLOROMETHANE
BROMOBENZENE
BROMOFORM
BROMOMETHANE
2-BUTANONE
N-BUTYLBENZENE
SEC-BUTYLBENZENE
TERT-BUTYLBENZENE
CARBON DISULFIDE
CARBON TETRACHLORIDE
CHLOROBENZENE
CHLOROETHANE
2-CHLOROETHYLVINYL ETHER
CHLOROFORM
CHLOROMETHANE
2-CHLOROTOLUENE
4-CHLOROTOLUENE
DIBROMOCHLOROMETHANE
l,2-DlBROMO-3-CHLOROPROPANE
DIBROMOMETHANE
1,2-DIBROMOETHANE
1.2-DICHLOROBEN2ENE
1,3-DICHLOROBENZENE
1,4-DICHLOROBENZENE
DICHLORODIFLUOROMETHANE
1.1-DICHLOROETHANE
1.2-DICHLOROETHANE
1.1-DICHLOROETHENE
CIS-1.2-DICHLOROETHENE
TRANS-1,2-DICHLOROETHeNE
1,2-DICHLOROPROPANE
1,3-DICHLOROPROPANE
1,1-DICHLOROPROPENE
CIS-1,3-DICHLOROPROPENE
TRANS-1,3-DICHLOROPROPENE
2,2-DICHLOROPROPANE
ETHYLBENZENE
2-HEXANONE
HEXACHLOROBUTADIENE
ISOPROPYLBENZENE
4-ISOPROPYLTOLUENE
METHYLENECHLORIDE
4-METHYL-2-PENTANONE
NAPHTHALENE
Result
by ICP-6010
U
U
Analysis
U
U
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
Units
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
MDL
1
1
30
0.22
0.31
0.19
0.37
0.42
0.57
1.11
0.3
0.16
0.2
0.13
0.27
0.16
0.35
1.71
0.3
0.81
0.24
0.15
0.18
0.35
0.25
0.15
5.85
5.62
5.88
0.66
0.49
0.29
0.16
0.16
0.34
0.16
0.24
0.17
0.4
0.18
0.9
0.16
0.7
0.9
0.58
0.24
0.77
0.53
4
EQL Factor Analvst
5
5
100
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
1 MTB
1 MTB
1 LSH
1 LSH
1 LSH
LSH
1 LSH
1 LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
Test Date
10/25/07
10/25/07
10/26/07
10/26/07
10/25/07
10/26/07
10/25/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/25/07
10/25/07
10/26/07
10/26/07
10/26/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/25/07
10/26/07
10/26/07
Page 6 Of 21
Listing of Results by Sample
Sample Delivery Group: 0710038
Client Sample ID: 2270 - H-10
Sample Description: ATK-DLV - Groundwater Fall 2007
Laboratory Sample ID: 0710038-02
Date Sampled: 10/22/07 14:09
CAS Number
Tesi Method:
103-65-1
100-42-5
530-20-6
79-34-5
127-18-4
108-88-3
87-61-6
120-82-1
71-55-6
79-00-5
79-01-6
75-69-4
96-18^
95-63-5
108-67-8
108-05-4
75-01-4
1330-20-7
95-47-6
460-00-4
1868-53-7
17060-07-0
2037-26-5
Test Parameter
SW-846, 82606 (Water) Volatile Organic
N-PROPYLBENZENE
STYRENE
1,1,1,2-TETRACHLOROETHANE
1,1,2,2-TETRACHLOROETHANE
TETRACHLOROETHENE
TOLUENE
1,2,3-TRICHLOROBENZENE
1,2,4-TRICHLOROBENZENE
1,1,1-TRICHLOROETHANE
1,1,2-TRICHLOROETHANE
TRICHLOROETHENE
TRICHLOROFLUOROMETHANE
1,2,3-TRICHLOROPROPANE
1,2,4-TRIMETHYLBENZENE
1,3,5-TRIMETHYLBENZENE
VINYL ACETATE
VINYLCHLORIDE
m,P-XYLENE
O-XYLENE
BROMOFLUOROBENZENE
DIBROMOFLUOROMETHANE
1,2-DICHLOROETHANE-D4
T0LUENE-D8
Result
Analysis
U
U
U
U
U
0.7 J
U
U
U
U
U
U
U
U
U
U
u
u
u
106
97.9
101
102
Units
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
%
%
%
%
MDL
0.15
0.17
0.25
0.85
0.28
0.21
0.23
4.37
0.16
0.25
0.71
0.25
0.33
0.19
0.29
0.13
0.3
1.5
0.18
EQL
Diluti
Fac
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
2r Analvst Test Date
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/25/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
Client Sample ID: 2271 - X-5
Sample Descnption: ATK-DLV - Groundwater Fall 2007
Laboratory Sample ID: 0710038-03
Date Sampled: 10/22/07 15:00
CAS Number
Test Method:
014797-73-0
Test Method:
Test Method:
7440-38-2
7440-39-3
7440-41-7
7440-47-3
7440-48-4
7439-98-7
Test Method:
67-64-1
71-43-2
74-97-5
75-27-4
108-86-1
75-25-2
Test Parameter
EPA 314.0
PERCHLORATE
SIV-846, 3010A
3010A ACID DIGESTION
SIV-846, 6010B (Water)
ARSENIC
BARIUM
BERYLLIUM
CHROMIUM
COBALT
MOLYBDENUM
SlV-846, 8260S (Water)
ACETONE
BENZENE
PerchI
Metals
3rate - lon
Digestion
Metals Analysis
R
Chrome
esult
tography
U
10/24/2007
00:00
by ICP-
Volatile Organic Analysis
BROMOCHLOROMETHANE
BROMODICHLOROMETHANE
BROMOBENZENE
BROMOFORM
6010
U
53.7
U
U
U
U
U
U
U
U
u
u
Jnits
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
MDL EQL
Dilution Factor Analvst Test Date
JMM
MTB
10/31/07
10/24/07
20
2
0.5
10
1
1
30
0.22
0.31
0.19
0.37
0.42
100
10
2.5
50
5
5
100
10
10
10
10
10
1
1
1
1
1
1
1
1
1
1
1
1
MTB
MTB
MTB
MTB
MTB
MTB
LSH
LSH
LSH
LSH
LSH
LSH
10/25/07
10/25/07
10/25/07
10/25/07
10/25/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
Page 7 of 21
Listing of Results by Sample
Sample Delivery Group: 0710038
Client Sample ID: 2271 - X-5
Sample Description: ATK-DLV - Groundwater Fall 2007
Laboratory Sample ID: 0710038-03
Date Sampled: 10/22/07 15:00
CAS Number
Test Method:
74-83-9
78-93-3
104-51-8
135-98-8
98-06-5
75-15-0
56-23-5
108-90-7
75-00-3
110-75-8
67-66-3
74-87-3
95-49-8
106-43-4
124-48-1
96-12-8
74-95-3
106-93-4
95-50-1
541-73-1
106-46-7
75-71-8
75-34-3
107-06-2
75-35-4
155-59-4
156-60-5
78-87-5
142-28-9
563-58-6
10061-01-5
10061-02-6
590-20-7
100-41-4
591-78-6
87-68-3
98-82-8
99-87-6
75-09-2
108-10-1
91-20-3
103-65-1
100-42-5
630-20-6
79-34-5
127-18-4
108-88-3
87-81-6
120-82-1
71-55-6
79-00-5
Test Parameter
SlV-846, 8260B (Water) Volatile Organic
BROMOMETHANE
2-BUTANONE
N-BUTYLBENZENE
SEC-BUTYLBENZENE
TERT-BUTYLBENZENE
CARBON DISULFIDE
CARBON TETRACHLORIDE
CHLOROBENZENE
CHLOROETHANE
2-CHLOROETHYLVINYL ETHER
CHLOROFORM
CHLOROMETHANE
2-CHLOROTOLUENE
4-CHLOROTOLUENE
DIBROMOCHLOROMETHANE
1.2-DIBROMO-3-CHLOROPROPANE
DIBROMOMETHANE
1.2-DIBROMOETHANE
1.2-DICHLOROBENZENE
1,3-DICHLOROBENZENE
1.4-DICHLOROBENZENE
DICHLORODIFLUOROMETHANE
1.1-DICHLOROETHANE
1,2-DICHLOROETHANE
1,1-DICHLOROETHENE
CIS-1,2-DICHLOROETHENE
TRANS-1.2-DICHL0R0ETHENE
1,2-DiCHLOROPROPANE
1,3-DiCHLOROPROPANE
1,1-DICHLOROPROPENE
ClS-1,3-DICHLOROPROPENE
TRANS-1,3-DICHLOROPROPENE
2,2-DICHLOROPROPANE
ETHYLBENZENE
2-HEXANONE
HEXACHLOROBUTADIENE
ISOPROPYLBENZENE
4-ISOPROPYLTOLUENE
METHYLENE CHLORIDE
4-METHYL-2-PENTANONE
NAPHTHALENE
N-PROPYLBENZENE
STYRENE
1,1.1,2-1 h 1 RACHLOROETHANE
1,1.2.2-TETRACHLOROETHANE
TETRACHLOROETHENE
TOLUENE
1.2,3-TRICHLOROBENZENE
1,2,4-TRICHLOROBENZENE
1.1,1-TRICHLOROETHANE
1,1,2-TRICHLOROETHANE
Result
Analysis
U
U
U
U
U
U
U
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
Units
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
MDL
0.57
1.11
0.3
0.16
0.2
0.13
0.27
0.15
0.35
1.71
0.3
0.81
0.24
0.15
0.18
0.35
0.25
0.15
5.86
5.52
5.88
0.56
0.49
0.29
0.16
0.16
0.34
0.16
0.24
0.17
0.4
0.18
0.9
0.16
0.7
0.9
0.58
0.24
0.77
0.53
4
0.15
0.17
0.25
0.85
0.28
0.21
0.23
4.37
0.16
0.25
Dilut
!k Fac
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
ion
tor Analvst
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
Test Date
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/25/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/25/07
10/25/07
10/26/07
10/26/07
10/26/07
Page 8 of 21
Listing of Results by Sample
Sample Delivery Group: 0710038
Client Sample ID: 2271 - X-5
Sample Description: ATK-DLV - Groundwater Fall 2007
Laboratory Sample ID: 0710038-03
Date Sampled: 10/22/07 15:00
1^
CAS Number
Test Method:
79-01-6
75-69^
96-18-4
95-63-6
108-67-8
108-05-4
75-01-4
1330-20-7
95-47-6
460-00-4
1868-53-7
17060-07-0
2037-25-5
Test Parameter
SW-846, 8260B (Water) Volatile
TRICHLOROETHENE
TRICHLOROFLUOROMETHANE
1.2,3-TRICHLOROPROPANE
1,2,4-TRIMETHYLBENZENE
1,3,5-TRIMETHYLBENZENE
VINYL ACETATE
VINYLCHLORIDE
m,P-XYLENE
o-XYLENE
BROMOFLUOROBENZENE
DIBROMOFLUOROMETHANE
1,2-D1CHL0R0ETHANE-D4
T0LUENE-D8
Result Units
u
u
u
u
u
u
u
u
u
107
97.0
98.4
103
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
%
%
%
MDL
0.71
0.25
0.33
0.19
0.29
0.13
0.3
1.6
0.18
L
10
10
10
10
10
10
10
10
10
Dilution
Factor Analvst
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
Test Date
10/26/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
Client Sample ID: 2272 - Shotgun Spring
Sample Description: ATK-DLV - Groundwater Fall 2007
Laboratory Sample ID: 0710038-04
Date Sampled: 10/23/07 13:03
CAS Number
Test Method:
Test Parameter
EPA 314.0
Result Units
Perchlorate - lon Chromatography
Dilution
MDL EQL Factor Analvst Test Date
014797-73-0
Test Method:
Test Method:
7440-38-2
7440-39-3
7440-41-7
7440-47-3
7440-48-4
7439-98-7
Test Method:
67-64-1
71-43-2
74-97-5
75-27-4
108-86-1
75-25-2
74-83-9
78-93-3
104-51-8
135-98-8
98-06-6
75-15-0
56-23-5
108-90-7
75-00-3
110-75-8
PERCHLORATE
3^-846, 3010A
3010A ACID DIGESTION
SIV-846, 60f OB (Water)
ARSENIC
BARIUM
BERYLLIUM
CHROMIUM
COBALT
MOLYBDENUM
SlV-846, 82606 (Water)
ACETONE
BENZENE
Metals Digestion
78.2
10/24/2007
Metals Analysis by ICP -
Volatile Organic Analysis
BROMOCHLOROMETHANE
BROMODICHLOROMETHANE
BROMOBENZENE
BROMOFORM
BROMOMETHANE
2-BUTANONE
N-BUTYLBENZENE
SEC-BUTYLBENZENE
TERT-BUTYLBENZENE
CARBON DISULFIDE
CARBON TETRACHLORIDE
CHLOROBENZENE
CHLOROETHANE
2-CHLOROETHYLVINYL ETHER
00:00
6010
U
74.8
U
U
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
20 JMM
MTB
10/31/07
10/24/07
20
2
0.5
10
1
1
30
0.22
0.31
0.19
0.37
0.42
0.57
1.11
0.3
0.16
0.2
0.13
0.27
0.16
0.35
1.71
100 1
10 1
2.5 1
50 1
5 1
5 1
100 1
10 1
10
10
10
10
10
10
10
10
10
10
10
10
10
10
MTB
MTB
MTB
MTB
MTB
MTB
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
1 LSH
1 LSH
1 LSH
1 LSH
1 LSH
1 LSH
1 LSH
10/25/07
10/25/07
10/25/07
10/25/07
10/25/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
Page 9 of 21
Listing of Results by Sample
Sample Delivery Group: 0710038
Client Sample ID: 2272 - Shotgun Spring
Sample Description: ATK-DLV - Groundwater Fall 2007
Laboratory Sample ID:
Date Sampled:
0710038-04
10/23/07 13:03
CAS Number
Test Method;
67-66-3
74-87-3
95-49-8
106-43-4
124-48-1
96-12-8
74-95-3
106-93-4
95-50-1
541-73-1
106-46-7
75-71-8
75-34-3
107-06-2
75-35-4
156-59-4
156-60-5
78-87-5
142-28-9
563-58-6
10061-01-5
10061-02-6
590-20-7
100-41-4
591-78-6
87-68-3
98-82-8
99-87-6
75-09-2
108-10-1
91-20-3
103-65-1
100^2-5
630-20-6
79-34-5
127-13-4
108-88-3
87-61-6
120-82-1
71-55-6
79-00-5
79-01-6
75-69-4
96-18-4
95-63-5
108-67-8
108-05-4
75-01-4
1330-20-7
95^7-6
460-00-4
Test Parameter
SlV-846, 8260B (Water) Volatile Org
CHLOROFORM
CHLOROMETHANE
2-CHLOROTOLUENE
4-CHLOROTOLUENE
DIBROMOCHLOROMETHANE
1,2-DIBROMO-3-CHLOROPROPANE
DIBROMOMETHANE
1,2-DIBROMOETHANE
1,2-DICHLOROBENZENE
1,3-DICHLOROBENZENE
1,4-DICHLOROBENZENE
DICHLORODIFLUOROMETHANE
1.1-DICHLOROETHANE
1,2-DICHLOROETHANE
1,1-DICHLOROETHENE
C1S-1,2-DICHL0R0ETHENE
TRANS-1.2-DICHLOROETHENE
1.2-DICHLOROPROPANE
1,3-DICHLOROPROPANE
1,1-DICHLOROPROPENE
CIS-1,3-DICHLOROPROPENE
TRANS-1,3-DICHLOROPROPENE
2.2-DICHLOROPROPANE
ETHYLBENZENE
2-HEXANONE
HEXACHLOROBUTADIENE
ISOPROPYLBENZENE
4-ISOPROPYLTOLUENE
METHYLENECHLORIDE
4-METHYL-2-PENTANONE
NAPHTHALENE
N-PROPYLBENZENE
STYRENE
1,1,1,2-TETRACHLOROETHANE
1,1,2,2-TETRACHLOROETHANE
TETRACHLOROETHENE
TOLUENE
1,2,3-TRICHLOROBENZENE
1,2,4-TRICHLOROBENZENE
1,1,1-TRICHLOROETHANE
1,1,2-TRICHLOROETHANE
TRICHLOROETHENE
TRICHLOROFLUOROMETHANE
1.2.3-TRICHLOROPROPANE
1.2,4.TRIMETHYLBEN2ENE
1,3,5-TRIMETHYLBENZENE
VINYL ACETATE
VINYL CHLORIDE
m,P-XYLENE
o-XYLENE
BROMOFLUOROBENZENE
Result Units
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
2.3 J
u
u
u
u
u
u
u
u
110
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
%
MDL
0.3
0.81
0.24
0.15
0.18
0.35
0.25
0.15
5.86
5.62
5.88
0.65
0.49
0.29
0.16
0.16
0.34
0.16
0.24
0.17
0.4
0.18
0.9
0.16
0.7
0.9
0.58
0.24
0.77
0.53
4
0.15
0.17
0.25
0.85
0.28
0.21
0.23
4.37
0.16
0.25
0.71
0.25
0.33
0.19
0.29
0.13
0.3
1.6
0.18
Dilution
EQL Factor Analvst Test Date
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
10/26/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
Page 10 of 21
Listing of Results by Sampie
Sample Delivery Group: 0710038
Client Sample ID: 2272 - Shotgun Spring
Sample Description: ATK-DLV - Groundwater Fall 2007
Laboratory Sample ID: 0710038-04
Date Sampled: 10/23/07 13:03
CAS Number
Test Method:
1868-53-7
17060-07-0
2027-26-5
Test Parameter
SlV-846, 82606 (IVater;
Result
Volatile Organic Analysis
Units
Dilution
MDL EQL Factor Analvst Test Date
DIBROMOFLUOROMETHANE
1,2-DICHLOROETHANE-D4
T0LUENE-D8
98.1 %
98.7 %
102 %
LSH
LSH
LSH
10/26/07
10/26/07
10/26/07
Client Sample ID: 2273 - Pipe Spring
Sample Description: ATK-DLV - Groundwater Fall 2007
Laboratory Sample ID: 0710038-05
DateSampled: 10/23/07 13:15
CAS Number
Test Method:
014797-73-0
Test Method:
Test Parameter
EPA 314.0
PERCHLORATE
SlV-846, 3010A
Result Units
Perchlorate - Ion Chromatography
291 ug/L
Metals Digestion
3010A ACID DIGESTION
Test Method;
7440-38-2
7440-39-3
7440-41-7
7440-47-3
7440-48-4
7439-98-7
Test Method:
67-64-1
71-43-2
74-97-5
75-27-4
108-86-1
75-25-2
74-83-9
78-93-3
104-51-8
135-98-8
98-06-6
75-15-0
56-23-5
108-90-7
75-00-3
110-75-8
67-66-3
74-87-3
95-49-8
106-43-4
124-48-1
96-12-8
74-95-3
106-93-4
95-50-1
541-73-1
SW-846, 6010B (Water) Metals Anal
ARSENIC
BARIUM
BERYLLIUM
CHROMIUM
COBALT
MOLYBDENUM
SW-846, 82606 (Water) Volatile Org
ACETONE
BENZENE
BROMOCHLOROMETHANE
BROMODICHLOROMETHANE
BROMOBENZENE
BROMOFORM
BROMOMETHANE
2-BUTANONE
N-BUTYLBENZENE
SEC-BUTYLBENZENE
TERT-BUTYLBENZENE
CARBON DISULFIDE
CARBON TETRACHLORIDE
CHLOROBENZENE
CHLOROETHANE
2-CHLOROETHYLVINYL ETHER
CHLOROFORM
CHLOROMETHANE
2-CHLOROTOLUENE
4-CHLOROTOLUENE
DIBROMOCHLOROMETHANE
1.2-DIBROMO-3-CHLOROPROPANE
DIBROMOMETHANE
1.2-DIBROMOETHANE
1,2-DICHLOROBENZENE
1,3-DICHLOROBENZENE
10/24/2007
00:00
U
65.7
U
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
MDL
Dilution
EQL Factor Analvst Test Date
20 JMM
MTB
10/31/07
10/24/07
20
2
0.5
10
1
1
30
0.22
0.31
0.19
0.37
0.42
0.57
1.11
0.3
0.16
0.2
0.13
0.27
0.16
0.35
1.71
0.3
0.81
0.24
0.15
0.18
0.35
0.25
0.15
5.86
5.62
100 1
10 1
2.5 1
50 1
5 1
5 1
100 1
10 1
10 1
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
MTB
MTB
MTB
MTB
MTB
MTB
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
1 LSH
1 LSH
LSH
LSH
LSH
LSH
1 LSH
1 LSH
1 LSH
10/25/07
10/25/07
10/25/07
10/25/07
10/25/07
10/25/07
10/26/07
10/26/07
10/28/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/25/07
10/26/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
Page 11 of 21
#
Listing of Results by Sampie
Sample Delivery Group: 0710038
Client Sample ID: 2273 - Pipe Spring
Sample Description: ATK-DLV - Groundwater Fall 2007
CAS Number
Test Method:
105-46-7
75-71-8
75-34-3
107-06-2
75-35^
155-59-4
156-60-5
78-87-5
142-28-9
563-58-5
10051-01-5
10061-02-6
590-20-7
100-41-4
591-78-6
87-68-3
98-82-8
99-87-6
75-09-2
108-10-1
91-20-3
103-65-1
100^2-5
530-20-6
79-34-5
127-18-4
108-88-3
87-61-5
120-82-1
71-55-6
79-00-5
79-01-6
75-69-t
95-18-4
95-63-6
108-67-8
108-05-4
75-01-4
1330-20-7
95-47-6
460-00-4
1868-53-7
17060-07-0
2037-26-5
Test Parameter
SlV-846, 8260S (Wafer) Volatile Organic
1.4-DICHLOROBENZENE
DICHLORODIFLUOROMETHANE
1,1-DICHLOROETHANE
1,2-DICHLOROETHANE
1.1-DICHLOROETHENE
CIS-1.2-DICHLOROETHENE
TRANS-1.2-DICHLOROETHENE
1,2-DICHLOROPROPANE
1,3-DICHLOROPROPANE
1,1-DICHLOROPROPENE
CIS-1,3-DICHLOROPROPENE
TRANS-1,3-DICHLOROPROPENE
2,2-DICHLOROPROPANE
ETHYLBENZENE
2-HEXANONE
HEXACHLOROBUTADIENE
ISOPROPYLBENZENE
4-ISOPROPYLTOLUENE
METHYLENECHLORIDE
4-METHYL-2-PENTANONE
NAPHTHALENE
N-PROPYLBENZENE
STYRENE
1,1,1,2-1 b rRACHLOROETHANE
1,1,2,2-TETRACHLOROETHANE
TETRACHLOROETHENE
TOLUENE
1,2,3-TRICHLOROBENZENE
1,2,4-TRICHLOROBENZENE
1,1,1-TRICHLOROETHANE
1,1,2-TRICHLOROETHANE
TRICHLOROETHENE
TRICHLOROFLUOROMETHANE
1,2,3-TRICHLOROPROPANE
1,2,4-TRIMETHYLBENZENE
1,3,5-TRIMETHYLBENZENE
VINYL ACETATE
VINYLCHLORIDE
m.p-XYLENE
o-XYLENE
BROMOFLUOROBENZENE
DIBROMOFLUOROMETHANE
1.2-DICHLOROETHANE-D4
T0LUENE-D8
Result
Analysis
U
U
U
U
U
U
U
U
U
U
U
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
4.9 J
u
u
u
u
u
u
u
u
106
97.6
99.4
101
Units
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
%
%
%
%
Laboratory Sample ID: 0710038-05
Date Sampled: 10/23/07 13:15
MDL
5.88
0.66
0.49
0.29
0.16
0.16
0.34
0.16
0.24
0.17
0.4
0.18
0.9
0.16
0.7
0.9
0.58
0.24
0.77
0.53
4
0.15
0.17
0.25
0.85
0.28
0.21
0.23
4.37
0.16
0.25
0.71
0.25
0.33
0.19
0.29
0.13
0.3
1.6
0.18
Dilution
L Factor Analvst
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
1 LSH
LSH
LSH
LSH
LSH
LSH
Test Date
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
Page 12 of 21
Listing of Results by Sample
Sample Delivery Group: 0710038
Client Sample ID: 2274 - Fish Spring
Sample Description: ATK-DLV - Groundwater Fall 2007
Laboratory Sample ID: 0710038-06
Date Sampled: 10/23/07 13:25
»,.. .. .i- ......^
CAS Number
Test Method:
014797-73-0
Test Method;
Test Method:
7440-38-2
7440-39-3
7440-41-7
7440.47-3
7440-48-4
7439-98-7
Test Method:
67-64-1
71-43-2
74-97-5
75-27^
108-86-1
75-25-2
74-83-9
78-93-3
104-51-8
135-98-8
98-06-6
75-15-0
56-23-5
108-90-7
75-00-3
110-75-8
67-66-3
74-87-3
95-49-8
106-43-4
124-48-1
96-12-8
74-95-3
106-93-4
95-50-1
541-73-1
106-46-7
75-71-8
75-34-3
107-06-2
75-35-4
156-59-4
155-60-5
78-87-5
142-28-9
563-58-6
10061-01-5
~ "^ •' "•"" "'• • •
Test Parameter
EPA 314.0 Perchlorate - lor
PERCHLORATE
SlV-846, 3010A Metals Digestior
3010A ACID DIGESTION
SlV-846, 6010B (Water) Metals Analysis
ARSENIC
BARIUM
BERYLLIUM
CHROMIUM
COBALT
MOLYBDENUM
SW-846, 8260B (Water) Volatile Organic
ACETONE
BENZENE
BROMOCHLOROMETHANE
BROMODICHLOROMETHANE
BROMOBENZENE
BROMOFORM
BROMOMETHANE
2-BUTANONE
N-BUTYLBENZENE
SEC-BUTYLBENZENE
TERT-BUTYLBENZENE
CARBON DISULFIDE
CARBON TETRACHLORIDE
CHLOROBENZENE
CHLOROETHANE
2-CHLOROETHYLVINYL ETHER
CHLOROFORM
CHLOROMETHANE
2-CHLOROTOLUENE
4-CHLOROTOLUENE
DIBROMOCHLOROMETHANE
1.2-DIBROMO-3-CHLOROPROPANE
DIBROMOMETHANE
1.2-DI6ROMOETHANE
1,2-DICHLOROBENZENE
1,3-DICHLOROBENZENE
1,4-DICHLOROBENZENE
DICHLORODIFLUOROMETHANE
1,1-DICHLOROETHANE
1,2-DICHLOROETHANE
1,1-DICHLOROETHENE
CIS-1,2-DICHLOROETHENE
TRANS-1,2-DICHLOROETHENE
1,2-DICHLOROPROPANE
1,3-DICHLOROPROPANE
1.1-DICHLOROPROPENE
CIS-1,3-DICHLOROPROPENE
Result
Chromatography
U
10/24/2007
00:00
by ICP-6010
U
55.3
U
U
U
U
Analysis
U
U
U
U
U
U
U
U
U
U
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
Units
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
'—^
MDL
5
20
2
0.5
10
1
1
30
0.22
0.31
0.19
0.37
0.42
0.57
1.11
0.3
0.16
0.2
0.13
0.27
0.16
0.35
1.71
0.3
0.81
0.24
0.15
0.18
0.35
0.25
0.15
5.86
5.62
5.88
0.66
0.49
0.29
0.16
0.15
0.34
0.16
0.24
0.17
0.4
Dilution
EQL Factor Analvst
20 5
1
100 1
10 1
2.5 1
50 1
5 1
5 1
100 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
JMM
MTB
MTB
MTB
MTB
MTB
MTB
MTB
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
1 LSH
1 LSH
1 LSH
1 LSH
1 LSH
1 LSH
1 LSH
1 LSH
1 LSH
1 LSH
1 LSH
1 LSH
1 LSH
1 LSH
•
Test Date
10/31/07
10/24/07
10/25/07
10/25/07
10/25/07
10/25/07
10/25/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
Page 13 Of 21
Listing of Results by Sample
Sample Delivery Group: 0710038
Client Sample ID: 2274 - Fish Spring
Sample Description: ATK-DLV - Groundwater Fall 2007
Laboratory Sample ID: 0710038-06
Date Sampled: 10/23/07 13:25
Dilution
CAS Number
Test Method:
10061-02-6
590-20-7
100-41-4
591-78-6
87-68-3
98-82-8
99-87-6
75-09-2
108-10-1
91-20-3
103-65-1
100-42-5
630-20-6
79-34-5
127-18-4
108-88-3
87-61-6
120-82-1
71-55-6
79-00-5
79-01-6
75-69^
96-18^
95-63-6
108-67-8
108-05-4
75-01-4
1330-20-7
95-47-6
460-00-4
1868-53-7
17060-07-0
2037-26-5
Test Parameter
SW-846, 8260B (Water) Volatile Organic
TRANS-1,3-DICHLOROPROPENE
2,2-DICHLOROPROPANE
ETHYLBENZENE
2-HEXANONE
HEXACHLOROBUTADIENE
ISOPROPYLBENZENE
4-ISOPROPYLTOLUENE
METHYLENECHLORIDE
4-METHYL-2-PENTANONE
NAPHTHALENE
N-PROPYLBENZENE
STYRENE
1,1,1,2-TETRACHLOROETHANE
1,1,2,2-TETRACHLOROETHANE
TETRACHLOROETHENE
TOLUENE
1,2,3-TRICHLOROBENZENE
1,2,4-TRICHLOROBENZENE
1,1,1-TRICHLOROETHANE
1,1,2-TRICHLOROETHANE
TRICHLOROETHENE
TRICHLOROFLUOROMETHANE
1,2,3-TRICHLOROPROPANE
1.2,4-TRIMETHYLBENZENE
1,3,5-TRIMETHYLBENZENE
VINYL ACETATE
VINYLCHLORIDE
m,P-XYLENE
O-XYLENE
BROMOFLUOROBENZENE
DIBROMOFLUOROMETHANE
1,2-DICHLOROETHANE-D4
TOLUENE-D8
Result
Analysis
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
u
u
u
u
u
u
u
u
u
u
u
u
105
98.0
984
102
Units
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
%
%
%
%
MDL
0.18
0.9
0.16
0.7
0.9
0.58
0.24
0.77
0.53
4
0.15
0.17
0.25
0.85
0.28
0.21
0.23
4.37
0.16
0.25
0.71
0.25
0.33
0.19
0.29
0.13
0.3
1.6
0.18
EQL Factor Analvst
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
Test Date
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
Client Sample ID: 2275 - Horse Spring
Sample Description: ATK-DLV - Groundwater Fall 2007
Laboratory Sample ID: 0710038-07
DateSampled: 10/23/07 13:35
CAS Number
Test Method:
014797-73-0
Test Method:
Test Method:
7440-38-2
7440-39-3
7440-41-7
7440-47-3
Test Parameter Result
EPA 314.0 Perchlorate - Ion Chromatography
PERCHLORATE U
SW-846, 3010A Metals Digestion
3010A ACID DIGESTION 10/24/2007
00:00
SW-846, 60106 (Water) Metals Analysis by ICP - 6010
ARSENIC U
BARIUM 59.7
BERYLLIUM U
CHROMIUM U
Units
ug/L
ug/L
ug/L
ug/L
ug/L
MDL
Dilution
EQL Factor Analvst Test Date
20 JMM
MTB
10/31/07
10/24/07
20.
2
0.5
10
100
10
2.5
50
1 MTB
1 MTB
1 MTB
1 MTB
10/25/07
10/25/07
10/25/07
10/25/07
Page 14 of 21
Listing of Results by Sample
Sample Delivery Group: 0710038
Client Sample ID: 2275 - Horse Spring
Sample Description: ATK-DLV - Groundwater Fall 2007
Laboratory Sample ID: 0710038-07
DateSampled: 10/23/07 13:35
Dilution
CAS Number
Test Method;
7440-43-4
7439-98-7
Test Method:
67-64-1
71^3-2
74-97-5
75-27^
108-86-1
75-25-2
74-83-9
78-93-3
104-51-8
135-98-8
98-05-6
75-15-0
56-23-5
108-90-7
75-00-3
110-75-8
67-66-3
74-87-3
95-49-8
106^3-4
124-48-1
96-12-8
74-95-3
106-93-4
95-50-1
541-73-1
106-46-7
75-71-8
75-34-3
107-06-2
75-35-4
156-59-4
156-60-5
78-87-5
142-28-9
563-58-6
10061-01-5
10061-02-6
590-20-7
100-41-4
591-78-6
87-68-3
98-32-8
99-87-6
75-09-2
108-10-1
91-20-3
Test Parameter
SW-846, 60706 (Water) Metals Analysis
COBALT
MOLYBDENUM
SW-846, 82606 (Water) Volatile Organic
ACETONE
BENZENE
BROMOCHLOROMETHANE
BROMODICHLOROMETHANE
BROMOBENZENE
BROMOFORM
BROMOMETHANE
2-BUTANONE
N-BUTYLBENZENE
SEC-BUTYLBENZENE
TERT-BUTYLBENZENE
CARBON DISULFIDE
CARBON TETRACHLORIDE
CHLOROBENZENE
CHLOROETHANE
2-CHLOROETHYLVINYL ETHER
CHLOROFORM
CHLOROMETHANE
2-CHLOROTOLUENE
4-CHLOROTOLUENE
DIBROMOCHLOROMETHANE
1.2-DIBROMO-3-CHLOROPROPANE
DIBROMOMETHANE
1.2-DIBROMOETHANE
1,2-DICHLOROBENZENE
1,3-DICHLOROBENZENE
1.4-DICHLOROBENZENE
DICHLORODIFLUOROMETHANE
1,1-DICHLOROETHANE
1,2-DICHLOROETHANE
1.1-DICHLOROETHENE
CIS-1,2-DICHLOROETHENE
TRANS-1,2-DICHLOROETHENE
1,2-DICHLOROPROPANE
1,3-DICHLOROPROPANE
1,1-DICHLOROPROPENE
CIS-1,3-DICHLOROPROPENE
TRANS-1,3-DICHLOROPROPENE
2,2-DICHLOROPROPANE
ETHYLBENZENE
2-HEXANONE
HEXACHLOROBUTADIENE
ISOPROPYLBENZENE
4-ISOPROPYLTOLUENE
METHYLENECHLORIDE
4-METHYL-2-PENTANONE
NAPHTHALENE
Result
by ICP-6010
U
U
Analysis
U
U
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
Units
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
MDL
1
1
30
0.22
0.31
0.19
0.37
0.42
0.57
1.11
0.3
0.16
0.2
0.13
0.27
0.16
0.35
1.71
0.3
0.81
0.24
0.15
0.18
0.35
0.25
0.15
5.86
5.62
5.88
0.66
0.49
0.29
0.16
0.16
0.34
0.16
0.24
0.17
0.4
0.18
0.9
0.16
0.7
0.9
0.58
0.24
0.77
0.53
4
EQL Fac
5 1
5 1
100 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
tor Analvst
MTB
MTB
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
1 LSH
1 LSH
1 LSH
1 LSH
1 LSH
1 LSH
1 LSH
1 LSH
1 LSH
1 LSH
1 LSH
1 LSH
1 LSH
1 LSH
1 LSH
Test Date
10/25/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/25/07
10/26/07
10/26/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
Page 15 of 21
Listing of Results by Sample
Sample Delivery Group: 0710038
Client Sample ID: 2275 - Horse Spring
Sample Description: ATK-DLV - Groundwater Fall 2007
Laboratory Sample ID: 0710038-071
DateSampled: 10/23/07 13:35
CAS Number
Test Method;
103-65-1
100-42-5
630-20-6
79-34-5
127-18-4
108-88-3
87-61-6
120-82-1
71-55-6
79-00-5
79-01-5
75-69-4
96-18-t
95-63-6
108-67-8
108-05-4
75-01^
1330-20-7
95^7-6
460-00-4
1868-53-7
17060-07-0
2037-26-5
Test Parameter
SW-846, 82606 (Water) Volatile Organic
N-PROPYLBENZENE
STYRENE
1.1,1.2-TETRACHLOROETHANE
1.1.2.2-TETRACHLOROETHANE
TETRACHLOROETHENE
TOLUENE
1.2.3-TRICHLOROBENZENE
1.2,4-TRICHLOROBENZENE
1.1,1-TRICHLOROETHANE
1,1,2-TRICHLOROETHANE
TRICHLOROETHENE
TRICHLOROFLUOROMETHANE
1,2,3-TRICHLOROPROPANE
1,2,4-TRIMETHYLBENZENE
1,3,5-TRIMETHYLBENZENE
VINYL ACETATE
VINYLCHLORIDE
m.p-XYLENE
o-XYLENE
BROMOFLUOROBENZENE
DIBROMOFLUOROMETHANE
1,2-DICHLOROETHANE-D4
T0LUENE-D8
Result
Analysis
U
U
U
U
U
U
U
U
U
U
3.3 J
U
U
U
U
u
u
u
u
108
97.6
99.3
102
Units
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
%
%
%
%
MDL
0.15
0.17
0.25
0.85
0.28
0.21
0.23
4.37
0.16
0.25
0.71
0.25
0.33
0.19
0.29
0.13
0.3
1.6
0.18
Dilut
EQL Fac
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
10 1
ion
tor Analvst
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
Test Date
10/26/07
10/26/07
10/26/07
10/25/07
10/26/07
10/25/07
10/26/07
10/26/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/25/07
10/26/07
10/26/07
10/25/07
10/26/07
10/26/07
10/25/07
10/26/07
Client Sample ID: 2276 - Fork Spring
Sample Description: ATK-DLV - Groundwater Fall 2007
Laboratory Sample ID: 0710038-08
DateSampled: 10/23/07 13:45
CAS Number
Test Method:
014797-73-0
Test Method:
Test Parameter
EPA 314.0
PERCHLORATE
SW-846, 3010A
3010AACID DIGESTION
Test Method: SW-846, 6010B (Waterj
7440-38-2
7440-39-3
7440-41-7
7440-47-3
7440-48-4
7439-98-7
Test Method:
67-64-1
71-43-2
74-97-5
75-27-4
108-86-1
75-25-2
ARSENIC
BARIUM
BERYLLIUM
CHROMIUM
COBALT
MOLYBDENUM
SW-846, 8260B (Water)
ACETONE
BENZENE
BROMOCHLOROMETHANE
BROMODICHLOROMETHANE
BROMOBENZENE
BROMOFORM
Result
Perchlorate - lon Chromatography
U
Metals Digestion
10/24/2007
00:00
Metals Analysis by ICP - 6010
U
56.6
U
U
U
U
Volatile Organic Analysis
U
U
NE U
ANE U
U
U
Units
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
MDL EQL
Dilution
Factor Analvst Test Date
JMM
MTB
10/31/07
10/24/07
20
2
0.5
10
1
1
30
0.22
0.31
0.19
0.37
0.42
100
10
2.5
50
5
5
100
10
10
10
10
10
1
1
1
1
1
1
1
1
1
1
1
1
MTB
MTB
MTB
MTB
MTB
MTB
LSH
LSH
LSH
LSH
LSH
LSH
10/25/07
10/25/07
10/25/07
10/25/07
10/25/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
Page 16 of 21
Listing of Results by Sample
Sample Delivery Group: 0710038
Client Sample ID: 2276 - Fork Spring
Sample Description: ATK-DLV - Groundwater Fall 2007
CAS Number
Test Method:
74-83-9
78-93-3
104-51-8
135-98-8
98-06-6
75-15-0
56-23-5
108-90-7
75-00-3
110-75-8
67-66-3
74-87-3
95^9-8
106-43-4
124^8-1
96-12-8
74-95-3
106-93-4
95-50-1
541-73-1
106-45-7
75-71-8
75-34-3
107-06-2
75-35^
156-59-4
155-60-5
78-87-5
142-28-9
553-58-6
10061-01-5
10061-02-5
590-20-7
100^1-4
591-78-6
87-68-3
98-82-8
99-87-6
75-09-2
108-10-1
91-20-3
103-65-1
100^2-5
630-20-6
79-34-5
127-18-4
108-68-3
87-61-6
120-82-1
71-55-6
79-00-5
Test Parameter
SlV-846, 82606 (Water) Volatile Organic Analy
BROMOMETHANE
2-BUTANONE
N-BUTYLBENZENE
SEC-BUTYLBENZENE
TERT-BUTYLBENZENE
CARBON DISULFIDE
CARBON TETRACHLORIDE
CHLOROBENZENE
CHLOROETHANE
2-CHLOROETHYLVINYL ETHER
CHLOROFORM
CHLOROMETHANE
2-CHLOROTOLUENE
4-CHLOROTOLUENE
DIBROMOCHLOROMETHANE
1,2-DIBROMO-3-CHLOROPROPANE
DIBROMOMETHANE
1,2-DIBROMOETHANE
1,2-DICHLOROBENZENE
1,3-DICHLOROBENZENE
1,4-DICHLOROBENZENE
DICHLORODIFLUOROMETHANE
1,1-DICHLOROETHANE
1,2-DICHLOROETHANE
1,1-DICHLOROETHENE
CIS-1,2-DICHLOROETHENE
TRANS-1,2-DICHLOROETHENE
1,2-DICHLOROPROPANE
1,3-DICHLOROPROPANE
1.1-DICHLOROPROPENE
CIS-1.3-DlCHLOROPROPENE
TRANS-1,3-DICHL0R0PR0PENE
2,2-DICHLOROPROPANE
ETHYLBENZENE
2-HEXANONE
HEXACHLOROBUTADIENE
ISOPROPYLBENZENE
4-ISOPROPYLTOLUENE
METHYLENECHLORIDE
4-METHYL-2-PENTANONE
NAPHTHALENE
N-PROPYLBENZENE
STYRENE
1,1,1,2-TETRACHLOROETHANE
1,1,2,2-TETRACHLOROETHANE
TETRACHLOROETHENE
TOLUENE
1,2,3-TRICHLOROBENZENE
1,2.4-TRICHLOROBENZENE
1,1,1-TRICHLOROETHANE
1,1.2-TRICHLOROETHANE
Result
sis
U
U
U
U
U
U
U
U
U
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
Units
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
MDL
0.57
1.11
0.3
0.16
0.2
0.13
0.27
0.16
0.35
1.71
0.3
0.81
0.24
0.15
0.18
0.35
0.25
0.15
5.36
5.62
5.88
0.66
0.49
0.29
0.16
0.16
0.34
0.16
0.24
0.17
0.4
0.18
0.9
0.16
0.7
0.9
0.58
0.24
0.77
0.53
4
0.15
0.17
0.25
0.85
0.28
0.21
0.23
4.37
0.16
0.25
Laboratory Sample ID: 0710038-081
Date Sampled: 10/23/07 13:451
Dilution
EQL Factor Analvst
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
10 1 LSH
J
Test Date
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
Page 17 of 21
Listing of Results by Sample
Sample Delivery Group: 0710038
Client Sample ID: 2276 - Fork Spring
Sample Description: ATK-DLV - Groundwater Fall 2007
Laboratory Sample ID: 0710038-08
Date Sampled: 10/23/07 13:45
CAS Number
Test Method:
79-01-6
75-69^
96-18-4
95-63-6
108-67-8
108-05-4
75-01-4
1330-20-7
95-47-5
460-00-4
1868-53-7
17060-07-0
2037-26-5
Test Parameter
SW-846, 8260B (Water) Volatile Organic
TRICHLOROETHENE
TRICHLOROFLUOROMETHANE
1,2,3-TRICHLOROPROPANE
1,2,4-TRIMETHYLBENZENE
1,3,5-TRIMETHYLBENZENE
VINYL ACETATE
VINYLCHLORIDE
m,p-XYLENE
o-XYLENE
BROMOFLUOROBENZENE
DIBROMOFLUOROMETHANE
1.2-DICHLOROETHANE-D4
T0LUENE-D8
Result
Analysis
U
U
U
u
u
u
u
u
u
108
97.8
98.9
102
Units
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
%
%
%
%
MDL
0.71
0.25
0.33
0.19
0.29
0.13
0.3
1.6
0.18
EQL
Dilution
Factor Analvst Test Date
10
10
10
10
10
10
10
10
10
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/25/07
10/26/07
10/26/07
10/26/07
Client Sample ID: 2277 - Connor Spring
Sample Description: ATK-DLV - Groundwater Fall 2007
Laboratory Sample ID: 0710038-09
DateSampled: 10/23/07 14:00
CAS Number
Test Method:
014797-73-0
Test Method:
Test Method:
7440-38-2
7440-39-3
7440-41-7
7440-47-3
7440-48-4
7439-98-7
Test Method:
57-64-1
71-43-2
74-97-5
75-27-4
108-86-1
75-25-2
74-83-9
78-93-3
104-51-8
135-98-8
98-06-6
75-15-0
56-23-5
108-90-7
75-00-3
110-75-8
Test Parameter
EPA 314.0
PERCHLORATE
SW-846, 3010A
Result Units
Perchlorate - lon Chromatography
MDL
Dilution
Factor Analvst Test Date
U ug/L
Metals Digestion
3010AACID DIGESTION
SW-846, 60106 (Water) Metals Analysis by ICP - 6010
10/24/2007
00:00
JMM
MTB
10/31/07
10/24/07
ARSENIC
BARIUM
BERYLLIUM
CHROMIUM
COBALT
MOLYBDENUM
SW-846, 8260B (Water) Volatile Organic Analysis
ACETONE
BENZENE
BROMOCHLOROMETHANE
BROMODICHLOROMETHANE
BROMOBENZENE
BROMOFORM
BROMOMETHANE
2-BUTANONE
N-BUTYLBENZENE
SEC-BUTYLBENZENE
TERT-BUTYLBENZENE
CARBON DISULFIDE
CARBON TETRACHLORIDE
CHLOROBENZENE
CHLOROETHANE
2-CHLOROETHYLVINYL ETHER
U
92.5
U
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
20
2
0.5
10
1
1
30
0.22
0.31
0.19
0.37
0.42
0.57
1.11
0.3
0.16
0.2
0.13
0.27
0.16
0.35
1.71
100
10
2.5
50
5
5
100
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
MTB
MTB
MTB
MTB
MTB
MTB
LSH
LSH
, LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
10/25/07
10/25/07
10/25/07
10/25/07
10/25/07
10/25/07
10/26/07
10/26/07
10/26/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
Page 18 of 21
Listing of Results by Sample
Sample Delivery Group: 0710038
Client Sample ID; 2277 - Connor Spring
Sample Description: ATK-DLV - Groundwater Fall 2007
Laboratory Sample ID: 0710038-09
DateSampled: 10/23/07 14:00
CAS Number
Test Method:
67-66-3
74-87-3
95^9-8
106^3-4
124-48-1
96-12-8
74-95-3
106-93-4
95-50-1
541-73-1
106-46-7
75-71-8
75-34-3
107-05-2
75-35-4
156-59-4
156-60-5
73-87-5
142-28-9
563-58-6
10061-01-5
10051-02-6
590-20-7
100^1-4
591-78-6
87-68-3
98-82-8
99-87-6
75-09-2
108-10-1
91-20-3
103-65-1
100-42-5
630-20-6
79-34-5
127-18-4
108-88-3
87-61-6
120-82-1
71-55-6
79-00-5
79-01-6
75-69^
96-18-4
95-53-6
108-67-8
108-05-4
75-01-4
1330-20-7
95-47-6
460-00-4
Test Parameter
SW-846, 8260B (Water) Volatile Organic
CHLOROFORM
CHLOROMETHANE
2-CHLOROTOLUENE
4-CHLOROTOLUENE
DIBROMOCHLOROMETHANE
1,2-DIBROMO-3-CHLOROPROPANE
DIBROMOMETHANE
1,2-DIBROMOETHANE
1,2-DICHLOROBENZENE
1.3-DICHLOROBENZENE
1,4-DICHLOROBENZENE
DICHLORODIFLUOROMETHANE
1,1-DICHLOROETHANE
1,2-DICHLOROETHANE
1,1-DICHLOROETHENE
CIS-1,2-DICHLOROETHENE
TRANS-1,2-DICHLOROETHENE
1,2-DICHLOROPROPANE
1,3-DICHLOROPROPANE
1,1-DICHLOROPROPENE
CIS-1,3-DICHL0R0PR0PENE
TRANS-1,3-DICHLOROPROPENE
2,2-DICHLOROPROPANE
ETHYLBENZENE
2-HEXANONE
HEXACHLOROBUTADIENE
ISOPROPYLBENZENE
4-ISOPROPYLTOLUENE
METHYLENECHLORIDE
4-METHYL-2-PENTANONE
NAPHTHALENE
N-PROPYLBENZENE
STYRENE
1,1,1,2-1 tl RACHLOROETHANE
1,1,2,2-TETRACHLOROETHANE
TETRACHLOROETHENE
TOLUENE
1.2.3-TRlCHLOROBENZENE
1.2.4-TRICHLOROBENZENE
1.1,1-TR ICHLOROETHANE
1,1,2-TRICHLOROETHANE
TRICHLOROETHENE
TRICHLOROFLUOROMETHANE
1,2,3-TRICHLOROPROPANE
1,2,4-TRIMETHYLBENZENE
1,3,5-TRIMETHYLBENZENE
VINYL ACETATE
VINYLCHLORIDE
m.p-XYLENE
o-XYLENE
BROMOFLUOROBENZENE
Result
Analysis
U
U
U
U
U
U
U
U
U
U
U
U
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
u
107
Units
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
%
MDL
0.3
0.81
0.24
0.15
0.18
0.35
0.25
0.15
5.86
5.62
5.88
0 66
0.49
0.29
0.16
0.15
0.34
0.16
0.24
0.17
04
0.18
0.9
0.16
0.7
0.9
0.58
0.24
0.77
0.53
4
0.15
0.17
0.25
0.85
0.28
0.21
0.23
4.37
0.16
0.25
0.71
0.25
0.33
0.19
0.29
0.13
0.3
1.6
0.18
EQL
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
Dilution
Factor Analvst Test Date
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
LSH
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
10/25/07
10/25/07
10/25/07
10/26/07
10/26/07
10/26/07
10/26/07
10/26/07
Page 19 of 21
Listing of Results by Sample
Sample Delivery Group: 0710038
Client Sample ID: 2277 - Connor Spring
Sample Description: ATK-DLV - Groundwater Fall 2007
Laboratory Sample ID: 0710038-09
Date Sampled: 10/23/07 14:00
CAS Number Test Parameter Result
Test Method: SW-846, 82606 (Water) Volatile Organic Analysis
1868-53-7 DIBROMOFLUOROMETHANE
17060-07-0 l,2-DICHLOROETHANE-D4
2037-26-5 T0LUENE-D8
Units
sis
97.3
102
101
%
%
%
MDL EOk
Dilution
Factor Analvst Test Date
1
1
1
LSH
LSH
LSH
10/26/07
10/26/07
10/26/07
Page 20 of 21
Data Reporting Qualifiers
U Indicates that the analyte was not detected, or the analyte was detected but
was below the MDL.
B This flag is used when an analyte is found in the blank as well as the sample.
Indicates an extimated value. This flag is used either when estimating a concentration
for tentatively identified compounds or when the data indicated the presence of a
compound that meets the identification criteria but the result is less than the
EQL (e.g. 3 J with an EQL of 10).
MDL Method Detection Limit: The minimum concentration of a substance that can be
confidently measured and reported. The laboratory has demonstrated that the
MDL can be achieved in a laboratory reagent blank, but does not guarantee it
can be achieved in all sample matrices.
EQL Estimated Quantitation Limit: The EQL generally is 5 to 10 times the MDL. For
many analytes the EQL is selected as the value of the lowest standard in the
calibration curve.
Dilution Dilution Factor: The prepared sample was diluted by this factor because the
Factor sample was too concentrated or due to other interferences in the sample matrix.
Any dilution factor causes a corresponding increase in the MDL and EQL.
Page 21 of 21
ATK Launch Systems Group
Environmental Laboratory
Sample Receipt Checklist
Name: A^^LOMMC^ ^lj^U*U.<i^ P^V gos No.
t>'7l00^%
Client
Carter:
Q'?lOl?S$
Canier Number_
o Hand delivered, no cooler land delivered, sample(s) taken out at receiving counter
f^A
Cooler Information:
Cooler Number/ID:
Condition ot Shipping Container:
Cooler Sealed (taped):
Custody Seals Present:
Coolant:
State of Coolant:
Thenmometer \0.$t^^7t %0
Packing Description:
Zji^lOUCU /tl^^ioilU.
^Good
oYes
oYes
ointact
olce
jjfrozen
Reading:.
oFaIr
oBroken
^l(^lue Ica oNone
oPartlally Frozen
//i'/'C CF._
oNot Applicable
oNot Applicable
oNot Applicabte
oDamaged (explain).
Seal Number..
Other:
oMelted
Corrected Temp:_ Temp Blank Included: oYes oNo
f^JJA) - pAtkJ nf/£Li£ /gg B^k) fiat.ijiJtjA£xe./t.^ y<.c*tu-e^'^fKtf^ fi-t-/^.
Cliain-Of-Custody Intormation:
coc Present:
COC Number^s):
coc signed (relinquished and received):
coc or LWl agrees wlih sample labels
Notes:
oNo
oNo
oNo
Olher:
oNot Applicable
oNot Applicable
Sample Infonnation:
Samples included in cooler: 07/111%
Custody Seals Present:
Sample containers Intact:
Samples in proper containers:
Sufficient sample volume:
All samples received in hold time:
oYes
ointact
XVes
^es
Xes
;<es
oBro
oNo
oNo
oNo
oNo
Water - VGA's have zero headspace:
^re-preserved with HCI:
Notes:
Olher
oBroken Seal Number(s) _
Notes:
>^es oNo oNot Applicable
oPre-preserved with Na2S203: oNon-Presen/ed:
Water - pH acceptable upon receipt: l^es oAdJusted (see comments below) oNol Applicable
HNO3 = *• C-^ H^SO. = NaOH = ^ZnAC /NaOH = HCL =
Water - pH adjusted: (mfg. & Lot No.)
HNOc HjSO*.
NajSOjOj Other _
Notes:
NaOH ZnAC HCl
SOP-102 Form A