ms. susan hoff, epa region vii date: september 23, 1994 · 2016. 8. 16. · ms. susan hoff page 4...

116
MONTGOMERY WATSON '•J -" , ^> .:r 9V To: From: Ms. Susan Hoff, EPA Region VII Jeffrey L. Cootf^ffifKeith E. Schilling^ Date: September 23, 1994 Reference: 1166.0264 Subject: Phase 4 Project Update Memorandum Former Ralston Disposal Site, Cedar Rapids, Iowa cc: Darrell Kula, Rockwell International Corporation Robert Drustrup, Iowa Department of Natural Resources Ted Faile, CDM-Federal Programs John Niffenegger, Sverdrup RECEIVED StP 26 1994 SPFD BRAMCH REGION VII INTRODUCTION This Phase 4 project update memorandum has been prepared to briefly summarize and highlight results of the Phase 4 remedial investigation (RI) at the former Ralston disposal (Ralston) site in Cedar Rapids, Iowa. The Phase 4 activities outlined in the May 4, 1994 Phase 4 Addendum to the April 1992 Field Sampling Plan (FSP) (Phase 4 FSP Addendum) focused on determining the horizontal and vertical extent of volatile organic compound (VOC) contamination in the Silurian groundwater system southeast of the Ralston site. The Phase 4 RI activities are distinguished from the removal actions currently being implemented at the Ralston site. Whereas the removal actions are addressing the source area and contamination present above the bedrock surface, the RI is aimed at delineating the nature and extent of bedrock groundwater contamination at the site. The specific objectives associated with the Phase 4 FSP Addendum were to: 1. Determine the horizontal and vertical extent of VOC contamination in the Silurian aquifer southeast of the Ralston site. 2. Delineate the Silurian stratigraphy southeast of the Ralston site for purposes of identifying zones of preferential groundwater flow and contaminant migration. 3. Define the potentiometric surface of the Silurian aquifer southeast of the Ralston site to determine the direction of groundwater flow downgradient of the site and predict VOC migration pathways. 4. Establish a baseline for VOC concentrations in all site wells at the completion of RI activities.

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Page 1: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

MONTGOMERY WATSON '•J -", ^>

.:r 9V

To:

From:

Ms. Susan Hoff, EPA Region VII

Jeffrey L. Cootf^ffifKeith E. Schilling^

Date: September 23, 1994

Reference: 1166.0264

Subject: Phase 4 Project Update MemorandumFormer Ralston Disposal Site, Cedar Rapids, Iowa

cc: Darrell Kula, Rockwell International CorporationRobert Drustrup, Iowa Department of Natural ResourcesTed Faile, CDM-Federal ProgramsJohn Niffenegger, Sverdrup

RECEIVEDStP 26 1994SPFD BRAMCHREGION VII

INTRODUCTION

This Phase 4 project update memorandum has been prepared to briefly summarize and highlightresults of the Phase 4 remedial investigation (RI) at the former Ralston disposal (Ralston) site inCedar Rapids, Iowa. The Phase 4 activities outlined in the May 4, 1994 Phase 4 Addendum tothe April 1992 Field Sampling Plan (FSP) (Phase 4 FSP Addendum) focused on determining thehorizontal and vertical extent of volatile organic compound (VOC) contamination in the Siluriangroundwater system southeast of the Ralston site. The Phase 4 RI activities are distinguishedfrom the removal actions currently being implemented at the Ralston site. Whereas the removalactions are addressing the source area and contamination present above the bedrock surface, theRI is aimed at delineating the nature and extent of bedrock groundwater contamination at the site.

The specific objectives associated with the Phase 4 FSP Addendum were to:

1. Determine the horizontal and vertical extent of VOC contamination in the Silurianaquifer southeast of the Ralston site.

2. Delineate the Silurian stratigraphy southeast of the Ralston site for purposes ofidentifying zones of preferential groundwater flow and contaminant migration.

3. Define the potentiometric surface of the Silurian aquifer southeast of the Ralstonsite to determine the direction of groundwater flow downgradient of the site andpredict VOC migration pathways.

4. Establish a baseline for VOC concentrations in all site wells at the completion ofRI activities.

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The objectives of the Phase 4 RI have been met and the results are reported in this memorandum.It should be noted that some analytical results have not been validated and any conclusionsregarding this data should be considered preliminary pending receipt of validated data.

SUMMARY OF PHASE 4 REMEDIAL INVESTIGATION

In order to accomplish the objectives listed above, two additional monitoring wells (MW-9B,MW-9D) were installed southeast of the Ralston site. The locations of the newly installed wellsand all existing site wells are presented in Figure 1. A summary of the investigation activitiescompleted during the Phase 4 RI are summarized below:

• Monitoring well MW-9D was installed approximately 500 feet southeast of theRalston site (Figure 1). The purpose of this well was to delineate the verticalextent of VOC contamination in the Silurian aquifer downgradient of the site. Inthe Phase 4 Addendum, the well was intended to be an "E" well; however, basedon the results of coring and packer sampling at MW-9, the well was installed at adepth of 250 feet and designated as MW-9D. Coring and packer samplingactivities were conducted at MW-9 to a depth of 340 feet. This depth penetratedthe dense and cherty dolomite as required in the Phase 4 Addendum. Packersamples were collected from the MW-9 borehole at depths of 115 feet(corresponding to the typical "B" elevation), 180 feet (typical "C" elevation),250 feet (typical "D" elevation), 280 feet, 317 feet and 340 feet. A combination1-inch and 2-inch well was installed through the core rods with the well screen forMW-9D set at 243-253 feet and sand pack placed from 240-256 feet. The bottomof the borehole was sealed with a combination of bentonite grout, bentonite chipsand pea gravel. A monitoring well construction diagram for MW-9D is presentedin Figure 2.

• Monitoring well MW-9B was installed next to MW-9D at a depth of 113 feet(well screen set at 103-113 feet) to correspond to the other "B" wells at the site.The borehole was drilled to a depth of 119 feet using water rotary drillingmethods. Sand pack was placed around the 2-inch diameter well from a depth of98-113 feet with the lowermost portion of the borehole filled in rock chips fromdrilling activities. A monitoring well construction diagram for MW-9B ispresented in Figure 3.

• Dye was used during coring through the designated packer sampling intervals atMW-9 to evaluate the degree of purging necessary to remove the water lost to theformation during drilling. The results indicated that removal of the volume ofwater lost during drilling enabled collection of a groundwater sample representingapproximately 90 percent formation water and 10 percent drilling water. Thissampling ratio was suitable for the packer sampling activities.

• Dedicated QED bladder pumps were installed in all of the bedrock monitoringwells at the Ralston site following Phase 4 well installation activities. All of the

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bedrock monitoring wells were subsequently sampled for VOCs during the weekof August 8-12, 1994. A Hydrolab multiprobe water analyzer was utilized tomonitor the water quality in-line from the sample pumps in order to micro-purgethe wells at low sampling rates.

• All of the alluvial and bedrock monitoring wells at the site and piezometerMW-6C were resurveyed by Brain Engineering, Inc. to account for new well capsplaced on the bedrock wells and provide a baseline elevation for all of the wellsmeasured to a common datum. Depth-to-water measurements were conducted atthe site on September 6, 1994.

SUMMARY OF PHASE 4 RESULTS

Geology

The general geology of Devonian and Silurian bedrock formations present at the site is discussedin detail in the Removal Site Evaluation Report and previous project update memorandums. Arock core log for MW-9 is presented in Attachment A and a graphic lithologic log is presented inFigure 4. This update summary will focus on the subsurface lithology delineated by MW-9 andprovide a summary of the current state of understanding of the bedrock geology in the sitevicinity. Cross sections of the Ralston site area as shown on Figure 5 are presented in Figures 6and?.

• A bedrock core was collected from MW-9 from a depth of 98-340 feet. Thestratigraphy encountered at MW-9 was generally similar to other site locations.Underlying a thick mantle of clayey glacial drift (loess and till), the bedrocksurface was encountered at a depth of 73 feet, placing the bedrock surface atnearly the same elevation as the disposal area of the site (Figure 6). TheDevonian Otis and Bertram Formations were observed to a depth ofapproximately 163 feet (elevation of 683 feet). One large void and severalsmaller voids were encountered in the Coggon Member of the Otis Formationbetween 105-115 feet below ground surface. Underlying the Bertram Formation,the undifferentiated Silurian Scotch Grove Formation was observed to a depth of325 feet. At this depth, the cherty dolomite of the Buck Creek Quarry Member ofthe Scotch Grove Formation was observed to the bottom of the borehole at340 feet (Figure 4). Several large voids were encountered during drilling throughthe Scotch Grove Formation at depths of 191-193 feet, 195-199 feet, 290-296 feetand 300-307 feet. Voids of this magnitude have not been encountered at otherdrilling sites in the area.

• The cross sections (Figures 6 and 7) indicate that the Devonian and Silurianformations at the site are relatively flat-lying and continuous throughout the area.The vugular porosity noted in the Coggon Member of the Otis Formation iscontinuous from MW-4 to the former Bauer well (MW-5D). At MW-9 this zone

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exhibits a high degree of porosity, including a 3-foot void at the base of the unit(110-113 feet).

• The upper Scotch Grove Formation observed from the base of the Devonian to anelevation of about 610 feet is the most variable portion of the Silurian bedrock atthe site, varying from dense mudstone to highly fossiliferous and coarsecrystalline. Underlying this variable fades, at an elevation of approximately610 feet, the dolomite becomes more dense with highly developed and solutionenhanced interconnected vugular porosity. This vugular zone is remarkablyconsistent throughout the site vicinity and exhibits a thickness of about 60-70 feet.The "D" wells at the site are generally installed in this unit. Below this unit, theScotch Grove Formation becomes more fossiliferous and generally exhibits thevariable qualities of the uppermost layer. The Buck Creek Quarry Memberunderlies the undifferentiated dolomite and consists of dense and chertymudstone. The member appears to slope downward to the north, exhibiting a topelevation of 525 feet at MW-9 and 490 feet at MW-3E.

• A dense, blue-gray mudstone layer was encountered at MW-1 and MW-3. Theunit comprises a highly reduced portion of the Silurian aquifer, evidenced by theunit's reduced color, secondary pyrite formation and hydrogen sulfide odoremanating from MW-3C which is screened in this unit. The reason for this isunknown. This reduced mudstone layer has only been observed at MW-1 andMW-3 at elevations of 670 feet and 677 feet, respectively. The clayey silt andfossiliferous dolomite observed between the two large voids at 293 feet and305 feet also exhibit these reduced-type qualities.

Hydrogeology

The hydrogeology of the bedrock groundwater system was investigated during the Phase 4 RI.Groundwater elevations measured in all of the bedrock wells at the site on September 6, 1994 arereported in Table 1 and summarized below.

• The horizontal direction of groundwater flow in the Silurian Scotch GroveFormation is generally to the south at the Ralston site disposal area (Figure 8).The horizontal gradient in this area continues to be very low, which suggestspredominantly lateral flow in the aquifer. The groundwater elevation measured atMW-8D was lower than previous determinations and appears to indicate asouthwesterly component of groundwater flow south of the site. This direction isinconsistent with previous measurements. MW-6C continues to exhibit thehighest groundwater elevations in the site area.

• The estimated direction of groundwater flow in the Devonian System is presentedin Figure 9. The water level data from MW-1B suggests that a groundwater highexists in the vicinity of this well which results in lateral groundwater flow fromthe disposal area in both northeast and southeast directions (Figure 9). The

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detection of contamination in Devonian wells located north (MW-2B, MW-3B)and southeast (MW-9B) of the site support this interpretation.

• The vertical groundwater flow system along cross-section trace A-A' (Figure 5) isconceptually illustrated in Figure 10. This cross section trace generally parallelsthe direction of bedrock groundwater flow north and south of the site.Groundwater flow from the source area is directed both laterally to the north inthe alluvium and downward into the Devonian and Silurian bedrock. The effectof the groundwater high present in MW-1B is illustrated in Figure 10, sincegroundwater is apparently directed toward both the MW-3 and MW-9 wells. Thedensely spaced potential lines between MW-1B and MW-1C suggest that theBertram Formation in this area restricts vertical groundwater flow directly beneaththe site. Elsewhere (e.g., MW-9), the Bertram Formation appears to provide littlebarrier to vertical groundwater flow between the Coggon Member and Silurianaquifer (Figure 10).

• Very little vertical gradient exists in the Scotch Grove Formation from the "C" to"D" wells (Figure 10). A slight upward gradient exists from the upper HopkintonFormation (MW-3E) to the Scotch Grove Formation (MW-3D).

• Groundwater elevations measured in alluvial monitoring wells and existingtemporary piezometers on September 6, 1994 are presented in Figure 11. Thedirection of groundwater flow in the alluvial aquifer is generally similar toprevious determinations. Flow from the source area is oriented in both northeastand northwest directions, with groundwater flow on the north side of Dry RunCreek directed toward the east-northeast (Figure 11).

Extent of Groundwater Contamination

Groundwater samples were collected from all of the bedrock monitoring wells at the site duringthe Phase 4 RI. In addition, packer samples were collected from MW-9 during drilling andcoring activities at this location. Packer sampling results are presented in Tables 2 and 3 andnonvalidated monitoring well analytical results and packer sample results are presented inTable 4. Analytical reports for the monitoring well samples collected during the Phase 4 RI areincluded in Attachment B.

• Six packer samples were collected at MW-9 during drilling activities to determinethe vertical extent of contamination southeast of the Ralston site. Packer sampleswere collected at depths of 115 feet, 180 feet, 250 feet, 280 feet, 317 feet and340 feet and analyzed by National Environmental Testing, Inc. (NET) in CedarFalls, Iowa for overnight laboratory analysis of target VOCs. Duplicate samplesfrom 250 feet and 350 feet were shipped to NET in Cambridge, Massachusetts forContract Laboratory Program (CLP) VOC analysis. The target VOC analyticalresults and validated CLP duplicate analytical results are presented in Tables 2and 3.

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• Cis-l,2-dichloroethene (DCE) and trichloroethene (TCE) were detected in bothDevonian and Silurian groundwater packer samples (Table 2). DCE was found ata higher concentration in the Devonian sample corresponding to the "B" depth(115 feet) than the "C" and "D" samples (180 feet and 250 feet, respectively). Theconcentration of TCE was generally consistent from the "B" to "D" depths andranged from about 3 |ig/L to 6 |ig/L. Groundwater samples collected at 317 feetand 340 feet indicated little VOC contamination present, with DCE detected at2.8 (ig/L at 317 feet and estimated at a concentration of 0.5 |0.g/L at a depth of340 feet (Table 3). TCE was not detected at 317 feet and 340 feet. Vinyl chloridewas not detected in any packer samples. The analytical results from the packersamples suggest that the vertical limits of VOC contamination in the Silurianaquifer have been defined downgradient of the site.

• Nonvalidated CLP analytical results for monitoring well samples are summarizedin Table 4. At the MW-9 wells, the CLP results from monitoring well sampling atMW-9D are generally consistent with the packer results from the same depth.TCE and DCE were detected at MW-9D at 5 u,g/L and 12 u,g/L, respectively. Thelevel of TCE is equal to the maximum contaminant level (MCL) for thiscompound (5 |J.g/L) whereas DCE is significantly below (70 Jig/L).

• At MW-9B, the well sampling yielded higher concentrations of VOCs than thepacker results. TCE, DCE and vinyl chloride were detected in MW-9B at 5 (J.g/L,370 (ig/L and 4 fig/L, respectively. The concentrations of DCE and vinyl chlorideare above MCLs set for the compounds. The discrepancy between packersampling and well sampling is likely due to dilution of the packer sample duringdrilling. Although most of the volume of water lost during drilling the packerinterval of 105-115 feet was measured and removed during the dye study, thevolume of water lost above this interval was not evaluated. The results fromMW-9B indicate VOC migration southeast of the Ralston site in the DevonianCoggon Member. The detection of VOCs in Devonian groundwater south of thesite suggests that previous detections of VOCs at the Bauer well may have beenthe result of Devonian contamination and, possibly not Silurian, as previouslysuspected. Although the former Bauer well was cased through the large voids ofthe Coggon Member, packer samples collected above and below this zoneindicated VOC concentrations in the Devonian strata.

• Although most of the VOC levels detected in monitoring well samples at the siteappear to decline, a significant increase in VOC concentrations was observed inMW-3C (Table 2). The VOC concentration in this well appeared to increasenearly 1.5 orders of magnitude since July 1993 (800-1000 p.g/L with the Rockwellgas chromatograph). The reason for this large increase is unknown. Evidently,the dense mudstone of MW-3C has provided a barrier for vertical contaminantmigration since the level of VOCs in MW-3D has declined during this same time.

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• In general, VOC concentrations in bedrock wells appear to have declined sinceprevious measurements although there continues to be variability betweensampling events. Table 5 presents the results of some target analytes detectedduring previous sampling events at the site. The concentration of VOCs atMW-3B and MW-3D have declined most significantly at the site (Table 5).

• The estimated extent of VOC contamination in the Devonian groundwater systemis presented in Figure 12. This delineation considers packer samples collected atthe former Bauer well and MW-7D to define the lateral limits of the plume. Theorientation of the plume is consistent with the southeastern direction ofgroundwater flow in the Devonian bedrock (Figure 9). Although the absolutelimits are not defined, the lack of VOC detections in the Finley well provide somemeasure of the extent of contamination.

• The estimated extent of VOC contamination in the Silurian Scotch GroveFormation is presented in Figure 13. The highest concentrations of VOCs in theSilurian aquifer are noted at MW-3C and the extent of this high level ofcontamination is estimated to be confined primarily to the limits of the site. Thelateral extent of VOC contamination appears to be defined to the east by MW-7Dand to the south by MW-5D. The low levels of VOCs detected in packer samplesand in MW-9D appear to signal the close proximity of the horizontal limits ofcontamination in the Silurian aquifer southeast of the Ralston site. Theconfiguration of the Silurian and Devonian plumes (Figures 12 and 13) appear tobe very similar, further indicating the highly related properties of the two aquifersystems.

• The estimated vertical distribution of VOCs in the bedrock groundwater systemdowngradient of the site (cross-section trace A-A1) is presented in Figure 14. Thefigure considers both packer and well sampling results, although it must be notedthat the well results provide more definitive information. VOC concentrationsappear to increase in the dense mudstone layer at MW-3C and above the denseand cherty Buck Creek Quarry Member at MW-3E (Figure 14). The verticaldistribution of VOCs appears to be consistent with the vertical flow systempresented in Figure 10. The higher levels of VOCs present in the MW-3 wellsmay be the result of increased vertical migration along fractures or solutionnetworks associated with the Dry Run Creek channel. Beyond the vicinity ofMW-3 and the creek channel, the concentrations of VOCs appear to decline bothvertically and horizontally at distance from the site.

CONCLUSIONS

• The Devonian and Silurian stratigraphy observed at MW-9 is similar to other welllocations at the site. The vuggy "D" zone and dense cherty dolomite appear torepresent correlatable units throughout the Ralston site area. Several large voidsencountered at MW-9 have not been previously noted at the site.

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• The horizontal direction of groundwater flow in the Silurian aquifer at the Ralstonsite is generally to the south. A low groundwater elevation measured at MW-8Dsuggests a westward component of flow south of the site, although this remains tobe substantiated with repeated measurements.

• Groundwater flow in the Devonian bedrock at the Ralston site appears to bedirected both north toward MW-3 and south-southeast toward MW-9 around agroundwater high in the vicinity of MW-1B.

• The horizontal and vertical extent of VOC contamination in the Silurian aquifersoutheast of the Ralston site is defined by the packer and well sampling activitiesat MW-9. The extent of VOC contamination in the Silurian aquifer is bounded tothe east by MW-7D, south by MW-5D and southeast by MW-9D.

• VOC migration southeast of the site is occurring in the Devonian bedrock, mostlikely in the vuggy and cavernous Coggon Member. DCE and vinyl chloridewere detected in MW-9B above MCLs. The lateral limits of the Devonian plumeappear to be defined by packer samples at MW-5 and MW-7.

• Significantly higher concentrations of DCE and vinyl chloride were detected inMW-3C, compared with previous determinations. At other bedrock wells at theRalston site, the levels of VOCs in the wells were generally observed to decline.

/kes:vasAttachments

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TABLE 1

SUMMARY OF GROUNDVVATER ELEVATIONS IN BEDROCK WELLSFORMER RALSTON DISPOSAL SITE, CEDAR RAPIDS, IOWA

Well No.

MW-1B

MW-1C

MW-1D

MW-2B

MW-3B

MW-3C

MW-3D

MW-3E

MW-4B

MW-4C

MW-5D

MW-6C

MW-7D

MW-8D

MW-9B

MW-9D

Top-of-CasingElevation

(ft)

805.34

805.91

810.9

794.18

791.94

791.1

790.58

793.62

789.79

789.6

865.98

807.75

812.02

850.02

855.49

856.22

Depth to Water(ft)

18.78

23.09

28.12

10.04

8.56

8.28

7.75

10.5

5.5

6.62

83.24

24.31

29.23

68.63

72.64

73.5

GroundwaterElevation

(ft)

786.56

782.82

782.78

784.14

783.38

782.82

782.83

783.12

784.29

782.98

782.74

783.44

782.79

781.39

782.85

782.72

Notes: Depth to water measurements conducted on September 6, 1994

Top-of-casing elevations resurveyed by Brain Engineering, Inc. to account for newwell caps and placement of well extensions on MW-1 cluster.

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TABLE 2

MW-9 PACKER SAMPLE RESULTS - TARGER VOLATILE ORGANIC COMPOUNDS - JUNE 1994(Results in pg/L)

FORMER RALSTON DISPOSAL SITE, CEDAR RAPIDS, IOWA

Sample Identification

Analyte MW-9E-115 MW-9E-180 MW-9E-250 MW-9E-317 MW-9E-340

Benzene <1.0 <1.0 <1.0 <1.0 <1.0

1,1-Dichloroethene <1.0 <1.0 <1.0 <1.0 <1.0

cis-l,2-Dichloroethene 41.5 21.1 25.6 2.8 <1.0

Tetrachloroethene <1.0 <1.0 <1.0 <1.0 <1.0

Toluene <1.0 <1.0 <1.0 <1.0 <1.0

Trichloroethene 2.9 3.5 3.7 <1.0 <1.0

Vinyl Chloride <2.0 <2.0 <2.0 <2.0 <2.0

Drill Water

<5.0

<5.0

<5.0

<5.0

<5.0

<5.0

<10.0

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TABLE 3

MVV-9 PACKER SAMPLE RESULTS - CONTRACT LABORATORY PROGRAM CONFIRMATIONJUNE 1994

(Results in |ig/L)FORMER RALSTON DISPOSAL SITE, CEDAR RAPIDS, IOWA

Analyte

ChloromethaneBromomethaneVinyl ChlorideChloroethaneMethylene ChlorideAcetoneCarbon Disulfide1,1-DichIoroethene1 , 1 -Dichloroethanetrans-1 ,2-Dichloroethenecis-1 ,2-DichloroetheneChloroform1 ,2-Dichloroethane2-Butanone1,1,1 -TrichloroethaneCarbon TetrachlorideBromodichloromethane1 ,2-Dichloropropanecis- 1 ,3-DichloropropeneTrichloroetheneDibromochloromethane1 , 1 ,2-TrichloroethaneBenzenetrans- 1 ,3-DichloropropeneBromoform4-Methyl-2-Pentanone2-HexanoneTetrachloroethene1 , 1 ,2,2-TetrachloroethaneTolueneChlorobenzeneEthylbenzeneStyreneXylene (total)

MW-9E-250

2.U2,U2,U2,U2,U2.U2,U0.5, J

2,U2,U242,U2.U2,U2,U2,U2,U2,U2,U5

2,U2,U2,U2,U2,U2,U2,U0.3, J2,U2.U2,U2,U2,U2,U

MW-9E-2303

2,U2,U2,U2,U2,U2.U2,U0.3, J

2,U2,U182,U2,U2,U2,U2,U2,U2,U2,U6

2,U2,U2,U2,U2.U2,U2,U0.2,12.U2,U2,U2,U2,U2,U

MW-9E-340

2,U2,U2,U2,U0.4, J

2,U2,U2,U2,U2,U0.5, J2,U2,U2.U2.U2,U2,U2,U2,U2,U2,U2,U2,U2,U2.U2,U2,U2,U2,U2,U2,U2,U2,U2,U

MW-9E-330b

2,U2, U2.U2,U2,U2,U2,U2,U2,U2,U0.6, J

2,U2,U2,U2.U2,U2,U2.U2,U2,U2,U2,U2,U2,U2,U2.U2.U2,U2,U2,U2,U2.U2,U2,U

a MW-9E-250 is a duplicate of MW-9E-230.b MW-9E-330 is a duplicate of MW-9E-340.

U Indicates analyte was not detected at given detection limit.

J Analyte reported below detection limit and is an estimated value.

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TABLE 4

COMPARISON OF TARGET VOLATILE ORGANIC COMPOUND ANALYTICAL RESULTS FROM VARIOUS SAMPLING PERIODS(Results in |ig/L)

FORMER RALSTON DISPOSAL SITE, CEDAR RAPIDS, IOWA

Well No.

MW-1B

MW-1C

MW-1D

MW-2B

MW-3B

MW-3C

SampleDate

07-9202-9312-9308-94

07-9202-9312-9308-94

07-9202-9312-9308-94

07-9202-9312-9308-94

07-9202-9312-9308-9407-9202-9312-9308-94

Trichloroethene

250230

-60

6545

-74

-293531

----

2,2001,200

-580

-0.7, J-0.2, J

cis-1,2-Dichloroethene

8601,400

-380

43120-160

-61

13090

----

4,6004,800

-2,400

-8

-38,000

VinylChloride

7<100

-<20

<44.J

-<10

.2,J

<20.4

420620-

200

2,1001,600

-1,800

-3

-9,000

U-Dichloroethene

2<100

-3

22-2

-0.9, Jl.J0.8, J

.---

240200, J

-140

-6,J

-200, J

Tetrachloroethene

7<100

-2

0.6, J<10

-0.4, J

-<4

0.5, J0.2, J

.---

0.8, J<500

-<2

-<2

-<2

trans-1,2-Dichloroethene

912, J

-3

0.51-1

-0.7, J21

----

14<500

-12

-<2

-5

Benzene

1<100

-<2

<4140

-16

-<40.3, J

<2

----

2562, J

-13

-<2

-<2

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TABLE 4 (CONTINUED)

COMPARISON OF TARGET VOLATILE ORGANIC COMPOUND ANALYTICAL RESULTS FROM VARIOUS SAMPLING PERIODS(Results in |ig/L)

FORMER RALSTON DISPOSAL SITE, CEDAR RAPIDS, IOWA

Well No.

MW-3D

MW-4B

MW-4C

MW-5D

MW-7D

MW-8D

Sample cis-1,2-Date Trichloroethene Dichloroethene

07-9202-9312-9308-94

07-9202-9312-9308-94

07-9202-9312-9308-94

12-9308-94

12-9308-94

12-9308-94

5873

.<2

-<2

.0.6, J0.4, J0.4, J

<2<2

U4

<2<2

.500

3315

.0.3, J

-<2

.U1,JU

<2<2

l.J5

<20.6, J

Vinyl 1,1-Chloride Dichloroethene Tetrachloroethene

11027

-0.7, J

-<2

.<2<2<2

<2<2

<2<2

<2<2

6,J0.4, J0.4,1

-<2

-<2

.<2<2<2

<2<2

<20.2, J

<2<2

<50<2<2

.<2

-<2

.<2<2<2

<2<2

<2<2

0.4, J0.6, J

trans-1,2-Dichloroethene

.<50

0.4,10.4, J

-<2

-<2

-<2<2<2

<2<2

<2<2

<2<2

Benzene

5,J<2<2

-<2

-<2

.<2<2<2

<2<2

<2<2

<2<2

J Analyte reported below detection limit and is an estimated value.

- Sample was not analyzed.

Page 14: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

TABLE 5

GROUNDWATER SAMPLE RESULTS - AUGUST 1994(Results in (Jg/L)

FORMER RALSTON DISPOSAL SITE, CEDAR RAPIDS, IOWA

Compound

ChloromethaneBromomethaneVinyl ChlorideChloroethaneMethylene ChlorideAcetoneCarbon Disulfide1,1-Dichloroethene1,1-Dichloroethanetrans- 1 ,2-Dichloroethenecis- 1 ,2-DichloroetheneChloroform1 ,2-Dichloroethane2-Butanone1,1,1 -TrichloroethaneCarbon TetrachlorideBromodichloromethane1 ,2-Dichloropropanecis- 1 ,3-DichloropropeneTrichloroetheneDibromochloromethane1,1,2-TrichloroethaneBenzenetrans- 1 ,3-DichloropropeneBromoform4-Methyl-2-Pentanone2-HexanoneTetrachloroethene1 , 1 ,2,2-TetrachloroethaneTolueneChlorobenzeneEthylbenzeneStyreneXylene (total)

MW-1B

2,U2,U0.4, J

2,U0.4, B,J

2,U2,U0.8,1

2,U3

320, E2,U2,U2,U2,U2,U2,U2,U2,U

54, E2,U2,U2,U2,U2,U2,U2,U2

2,U2,U2,U2,U2,U2,U

MW-1BDL

20, U20, U20, U20, U10.B.J20, U20, U20, U20, U3,J

38020, U20, U20, U20, U20, U20, U20, U20, U60

20, U20, U20, U20, U20, U20, U20, U3,J

20, U20, U20, U20, U20, U20, U

MW-1C

2,U2,U0.6, J90.5, B, J2,U2,U3

2,U1,J

140, E2.U2,U2,U2,U2,U2,U2,U2,U

62, E2,U2,U162,U2,U2,U2,U0.4, J

2,U0.7, J0.3, J2,U2,U0.6, J

MW-1CDL

10, U10, U10, U114,B,J

14, B10, U3,J

10, U2,J

16010, U10, U10, U10, U10, U10, U10, U10, U7410, U10, U18

10, U10, U10, U10, U10, U10, U10, U10, U10, U10, U10, U

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TABLE 5 (CONTINUED)

GROUNDWATER SAMPLE RESULTS - AUGUST 1994(Results in Hg/L)

FORMER RALSTON DISPOSAL SITE, CEDAR RAPIDS, IOWA

Compound

ChloromethaneBromomethaneVinyl ChlorideChloroethaneMethylene ChlorideAcetoneCarbon Disulfide1,1-Dichloroethene1,1-Dichloroethanetrans- 1 ,2-Dichloroethenecis- 1 ,2-DichloroetheneChloroform1 ,2-Dichloroethane2-Butanone1,1,1 -TrichloroethaneCarbon TetrachlorideBromodichlorornethane1 ,2-Dichloropropanecis-1 ,3-DichloropropeneTrichloroetheneDibromochloromethane1,1,2-TrichloroethaneBenzenetrans- 1 ,3-DichloropropeneBromoform4-Methyl-2-Pentanone2-HexanoneTetrachloroethene1 , 1 ,2,2-TetrachloroethaneTolueneChlorobenzeneEthylbenzeneStyreneXylene (total)

MW-1D

2,U2,U0.4, J

2,U0.4, B, J3,B2.U0.8, J

2,U1,J

87, E2,U2,U2,U0.2, J

2,U2,U2,U2,U272,U2,U2,U2,U2,U2,U2,U0.2, J

2,U2,U2,U2,U2,U2,U

MW-1DDL

10, U10, U10, U10, U3,B,J

10, U10, U10, U10, Ul.J

9010, U10, U10, U10, U10, U10, U10, U10, U3110, U10, U10, U10, U10, U10, U10, U10, U10, U10, U10, U10, U10, U10, U

MW-2B

2,U2,U202,U0.4, B, J1,B,J2,U2.U2.U2.U0.2, J2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2.U2,U2.U2,U2,U2,U2,U2,U2,U2,U2,U

MW-3B

2.U2,U

1.300.E2,U2,U2,U2,U

130, E0.6, J

12160, E

2,U2,U2,U2,U2,U2,U2,U2,U

160, E2,U2,U132,U2,U2,U2.U2,U0.3, J0.5, J

2,U0.6, J

2,U1,J

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TABLE 5 (CONTINUED)

GROUNDWATER SAMPLE RESULTS - AUGUST 1994(Results in (Jg/L)

FORMER RALSTON DISPOSAL SITE, CEDAR RAPIDS, IOWA

Compound

ChloromethaneBromomethaneVinyl ChlorideChloroethaneMethylene ChlorideAcetoneCarbon Disulfide1 , 1 -Dichloroethene1 , 1 -Dichloroethanetrans- 1 ,2-Dichloroethenecis-1 ,2-DichloroetheneChloroform1 ,2-Dichloroethane2-Butanone1,1,1-TrichloroethaneCarbon TetrachlorideBromodichloromethane1 ,2-Dichloropropanecis- 1 ,3-DichloropropeneTrichloroetheneDibromochloromethane1 , 1 ,2-TrichloroethaneBenzenetrans- 1 ,3-DichloropropeneBromoform4-Methyl-2-Pentanone2-HexanoneTetrachloroethene1 , 1 ,2,2-TetrachloroethaneTolueneChlorobenzeneEthylbenzeneStyreneXylene (total)

MW-3BDL

200, U200, U

1,800200, U63.B.J

300, B200, U140, J200, U200, U

2,400, B200, U200, U200, U200, U200, U200, U200, U200, U580

200, U200, U200, U200, U200, U200, U200, U200, U200, U200, U200, U200, U200, U200, U

MW-3C

2,U2, U

520, E2,U0.2, B, J

4,B2,U

200, E5

100, E2,U2,U2,U2,U2,U2,U2,U2,U2,U0.2, J

2,U2,U

140, E2,U2,U2.U2,U2,U2,U3

2,U5

2,U22

MW-3CDL

2,000, U2,000, U9,0002,000, U

430, B, J1,900,B,J2,000, U

200, J2,000, U2,000, U

38,0002,000, U2,000, U2,000, U2,000, U2,000, U2,000, U2,000, U2,000, U2,000, U2,000, U2,000, U

250, J2,000, U2,000, U2,000, U2,000, U2,000, U2,000, U

340, J2,000, U2,000, U2,000, U2,000, U

MW-3D

2,U2, U7

2,U2,U2,U0.3, J0.4, J0.2, J0.4, J

15, B2,U2,U2,U2,U2,U2,U2,U2,U3

2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U

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TABLE 5 (CONTINUED)

GROUNDWATER SAMPLE RESULTS - AUGUST 1994(Results in Hg/L)

FORMER RALSTON DISPOSAL SITE, CEDAR RAPIDS, IOWA

Compound

ChloromethaneBromomethaneVinyl ChlorideChloroethaneMethylene ChlorideAcetoneCarbon Disulfide1,1-Dichloroethene1,1-Dichloroethanetrans- 1 ,2-Dichloroethenecis- 1 ,2-DichloroetheneChloroform1 ,2-Dichloroethane2-Butanone1,1,1 -TrichloroethaneCarbon TetrachlorideBromodichloromethane1 ,2-Dichloropropanecis- 1 ,3-DichloropropeneTrichloroetheneDibromochloromethane1 , 1 ,2-TrichloroethaneBenzenetrans- 1 ,3-DichloropropeneBromoform4-Methyl-2-Pentanone2-HexanoneTetrachloroethene1 , 1 ,2,2-TetrachloroethaneTolueneChlorobenzeneEthylbenzeneStyreneXylene (total)

MW-9B

20, U20, U4,J

20, U5,B,J

20, U4,J95

20, U3.J

330,820, U20, U20, U20, U20, U20, U20, U20, U11020, U20, U11020, U20, U20, U20, U20, U20, U10011020, U20, U20, U

MW-9D

2,U2,U2,U2.U2,U2,U2,U0.2, J

2,U2,U

12, B2,U2,U2,U2,U2,U2,U2,U2,U5

2,U2,U2,U2,U2,U2,U2,U2.U2,U2,U2,U2,U2,U2,U

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TABLE 5 (CONTINUED)

GROUNDWATER SAMPLE RESULTS - AUGUST 1994(Results in (ig/L)

FORMER RALSTON DISPOSAL SITE, CEDAR RAPIDS, IOWA

Compound

ChloromethaneBromomethaneVinyl ChlorideChloroethaneMethylene ChlorideAcetoneCarbon Disulfide1,1-Dichloroethene1,1-Dichloroethanetrans- 1 ,2-Dichloroethenecis-1 ,2-DichloroetheneChloroform1 ,2-DichIoroethane2-Butanone1,1,1 -TrichloroethaneCarbon TetrachlorideBromodichloromethane1 ,2-Dichloropropanecis- 1 ,3-DichloropropeneTrichloroetheneDibromochloromethane1 , 1 ,2-TrichloroethaneBenzenetrans-1 ,3-DichloropropeneBromoform4-Methyl-2-Pentanone2-HexanoneTetrachloroethene1 , 1 ,2,2-TetrachloroethaneTolueneChlorobenzeneEthylbenzeneStyreneXylene (total)

MW-3E

2.U2,U2,U2,U2,U2,B2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2.U2,U2,U2.U2,U2,U2,U2,U

MW-4B

2,U2,U2,U2,U0.3, B, J

2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2, U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U

MW-4C

2,U2,U2,U2,U0.5, B, J

2,B2,U2,U2,U2,U1,J2,U2,U2,U2.U2.U2,U2,U2,U0.4, J

2,U2,U2, U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U

MW-5D

2,U2,U2,U2,U2,U3,B2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2.U2,U2,U2,U2.U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U

Page 19: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

TABLE 5 (CONTINUED)

GROUNDWATF.R SAMPLE RESULTS - AUGUST 1994(Results in |Jg/L)

FORMER RALSTON DISPOSAL SITE, CEDAR RAPIDS, IOWA

Compound

ChloromethaneBromomethaneVinyl ChlorideChloroethaneMethylene ChlorideAcetoneCarbon Disulfide1,1-Dichloroethene1.1-Dichloroethanetrans- 1 ,2-Dichloroethenecis- 1 ,2-DichloroetheneChloroform1 ,2-Dichloroethane2-Butanone1,1.1 -TrichloroethaneCarbon TetrachlorideBromodichloromethane1 ,2-Dichloropropanecis- 1 ,3-DichloropropeneTrichloroetheneDibromochloromethane1 , 1 ,2-TrichloroethaneBenzenetrans- 1 ,3-DichloropropeneBromoform4-Methyl-2-Pentanone2-HexanoneTetrachloroethene1 . 1 ,2,2-TetrachloroethaneTolueneChlorobenzeneEthylbenzeneStyreneXylene (total)

MW-7D

2,U2,U2,U2,U1,B,J2,U2,U0.2, J

2,U2,U5

2,U2,U102,U2,U2,U2.U2.U4

2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U

MW-8D

2,U2,U2,U2,U2,U3,B2, U2, U2, U2,U0.6, J

2,U2,U2,U2,U2,U2,U2,U2,U2,U2, U2,U2,U2, U2.U2.U2,U0.6, J

2,U2.U2,U2,U2,U2.U

MW-9B

2,U2,U4

2, U2,U0.6, B,J0.4, J6

2,U2

380, E2.U2,U2.U2,U2,U2,U2,U2,U5

2,U2,U2,U2, U2,U2.U2,U0.4, J

2,U2.U2,U2,U2,U2, U

MW-9BDL

20, U20, U5,J

20, U5, B.J

19,B.J20, U5,J

20, U2,J

380, B20, U20, U20, U20, U20, U20, U20, U20, U6,J

20, U20, U20, U20, U20, U20, U20, U20, U20, U20, U20, U20, U20, U20, U

Page 20: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

TABLE 5 (CONTINUED)

GROUNDWATER SAMPLE RESULTS - AUGUST 1994(Results in Hg/L)

FORMER RALSTON DISPOSAL SITE, CEDAR RAPIDS, IOWA

Compound

ChloromethaneBromomethaneVinyl ChlorideChloroethaneMethylene ChlorideAcetoneCarbon Disulfide1,1-Dichloroethene1,1-Dichloroethanetrans- 1 ,2-Dichloroethenecis-1 ,2-DichloroetheneChloroform1 ,2-Dichloroethane2-Butanone1,1,1 -TrichloroethaneCarbon TetrachlorideBromodichloromethane1 ,2-Dichloropropanecis- 1 ,3-DichloropropeneTrichloroetheneDibromochloromethane1 , 1 ,2-TrichloroethaneBenzenetrans- 1 ,3-DichloropropeneBromoform4-Methyl-2-Pentanone2-HexanoneTetrachloroethene1 , 1 ,2,2-TetrachloroethaneTolueneChlorobenzeneEthylbenzeneStyreneXylene (total)

M\V-9Ca

2,U2,U

1,500,E2,U2,U4,B2,U

120,E0.6, J

17150.E

2,U2.U2,U2,U2,U2.U2,U2,U

380, E2,U2,U132,U2,U2,U2,U2,U2,U0.5,1

2,U0.6, J2,Ul.J

MW-9CDL3

200, U200, U

2,100200, U56, B, J

200, U200, U160, J200, U200, U

2,700, B200, U200, U200, U200, U200, U200, U200, U200, U580

200, U200, U200, U200, U200, U200, U200, U200, U200, U200, U200, U200, U200, U200, U

Trip Blank

2,U2,U2,U2,U0.8, B,J2,U2.U2,U2.U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2.U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U

Field Blankl

2,U2,U2,U2,U2,U8,B2,U2.U2,U2,U2,U0.9, J2.U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2,U2, U2,U2,U2,U

a MW-9C is a duplicate of MW-3B.B Indicates analyte found in associated blank sample.E Indicates compound concentrations exceeded calibration range of GC/MS instrument.J Analyte reported below detection limit and is an estimated value.U Indicates analyte was not detected at given detection limit.

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Pag« __1__ of ..._5_._

MONTGOMERY WATSON

LOCATION: Former Ralston Disposal Sits

CLIENT: Rockwell International

HOLE NO: MW-9E

JOB NO: 1166.0261

DATE: September ?-1C. 1593

DATUM: USGS NGVD Elevation

DRILLER. J & R Dnlling

DRILL RIG CME 750

INSPECTORS. K Schilling

ROCK COKE LOG

§COS

1LITHOLOGIC LOG

ELEVATION(FEET)

95

100-

105-10

110——

115-

120-

125-

130-10

135-

140-

145-

150-

10

Start log at 98 ft

Cedar Rapids Member, Dolomite, blue-gray brown (98-98.5), It gray brown (98.5-100.5), Itgray to yellow brown (100.5-105), 98-100.5 vf xL to lithographic,banded, pressure solution features,dense, hard, few fractures, little sec. porosity, (mudstone fades).

Coggon Member, 100.5-105, becoming coarser grained, small vesicular porosity to 102.5, caldteveinlets (1-2 mm), med. xL to coarse - appears to coarsen downward, approx. 102.5 lost allcirculation, v. fractured, pieces 0.5-2.0" long, highly weathered, solution enhanced, more fractureporosity than scattered fossil moldic, interior of sol. voids v. coarse "sucrosie"dense, bard.

Very poor recovery, many voids encountered during drilling. One large void 110-113 feet, totalrecovery = 2.5 fL/10.0 ft Dolomite, It yellow brown to It brown, fine xL, "sandy" texture - v. smallgrains,laminated - many places, v. broken - most pieces 0.1 ft, laminations alternately 1L brown, dk. brown<0.01 wide, minor vugular porosity in one small piece, otherwise little sec. porosity noted. Soft,petroliferous odor.

115-120, Dolomite, orange-yellow brown to buff, fine to med. xL, generally 0.1-0.4' broken pieces,highly fractured, some fossil moldic porosity, many molds, fract. filled with dolomite spar, few fract.filled with clay, highly laminated with dk. brown lines, petroliferous odor on powdered surfaces,soft

120-124, Bertram Fm., dolomite, bluish brown to mostly gray brown, vf xln to fine xl, highlyfractured zone 121-123 ft, little sec. porosity in form of fossil molds and Tract, most fract. fillcaldte spar or clay, - mostly day in upper 2', dense, harder than above.

, most fract. filled with

Dolomite, bluish gray, fine xL, hard, dense, caldte spar, few styolites, 126.5-127.0 shale, dk. brownto dk. bluish brown small fossil moldic porosity up to 0.3' below shale (<0.01* diameter), becomesmore dense 128-130 feet

Dolomite, bluish gray, very fine xL to lithographic mudstone fades, brecdcted, some styolites, v.hard, dense, more fossil moldic 137-140 - small (<0.01') fossil wolds appear to be brachiopods, somecrescent-shaped.

Dolomite, gray-blue gray to si. buff, vf xL to lithographic, brecciated 148.5-150; like above, appearsto contain darts or fills or gray lith. carb. muds in xf matrix, more abundant small fossil moldscontinue from above to 151.5 feet, then less numerous, more dense, caldte span filling some cracksbetween breccia

595

—— 590

585

580

—— 575

—— 570

565

560

555

550

545

540

Page 22: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

/ ' , , 'H^,~«—— i..__————ii t \^ — " je, _________ I

* / • ' ! " . *— THURNE5S HOUSE \

LEGEND:

• MONITORING WELL

ROCKWELL INTERNATIONALCEDAR RAPIDS, IA

MONITORING WELL LOCATIONSMONTGOMERY WATSON

Page 23: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

CONCRETE PAD13' x 3' x 3')—^

KEY:

BENTONITE CHIPS (COARSE)

PEA GRAVEL

COARSE SILICA SAND

BENTONITE GROUT

\h

\

1

?">

\» • »" ;' .'- • • • ! "5

' -v*

r-0.5' I

L,

< 5:

o

_, — -— - —— PROTECTIVE CASH

' •;.' . .' GROUND SURFACEs .' • . ' •

$± —————— 2" STAINLESS STE

X* ————— 47/a" BOREHOLE - 5

^ BEDROCK SURFACE

( - —————— 3%" BOREHOLE

*:

< ^ ——— /'TO 2" ADAPTER

• ——————— /"STAINLESS STEt

.* — VOIDS

I •" —————— J" BOREHOLE

^^-TQP OF SAND PAL

-_ ' ——————— TOP OF SCREEN'-• ——————— 10' S.S. SCREEN 0.

1iI ^ — LARGE VOIDSgL -"

TOTAL DEPTH • 340 FT.

NOT TO SCALE

MONTGOMERY WATSON

ROCKWELL INTERNATIONALCEDAR RAPIDS, IOWA

MW-9D MONITORING WELLCONSTRUCTION DIAGRAM

FIGURE 2

Page 24: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

LL PAD-T ( -r I ,

2.6'

73 F7.- BEDROCK SURFACE

2" STAINLESS STEEL0.10 SLOT-

VOIDS-

ROCK CUTTINGS FILL UPTO THIS LEVEL = 1/3.5 FT.

•PROTECTIVE CASING LOCKED

GROUND SURFACE

-BENTON/TE GROUT

•SURFACE CASING DIAMETER(AUGER FLIGHTS - O.D.) = 77/B"

-4%" BOREHOLE

-2" STAINLESS STEEL

TOP OF BENTON/TE SEAL = 91.5 FT.-BENTONITE CHIPS (COARSE)-TOP OF SAND PACK = 98 FT.-TOP OF SCREEN = 103 FT.

SCREEN DEPTH =113 FT.

PEA GRAVEL

TOTAL DEPTH = 723.5 FT.

NOT TO SCALE

MONTGOMERY WATSON

ROCKWELL INTERNATIONALCEDAR RAPIDS, IOWA

MW-9B MONITORING WELLCONSTRUCTION DIAGRAM

FIGURE 3

Page 25: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

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f ROCKWELL INTERNATIONAL \CEDAR RAPIDS, IA

MW-9 LITHOLOGY AND(fl*) MONTGOMERY WATSON GROUNDWATER SAMPLING INFORMATION

FIGURE 4

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•^Cffv*

ROCKWELL INTERNATIONALCEDAR RAPIDS, 1A

CROSS SECTION TRACESA - A' & B - B'

FIGURE 5

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GLACIAL DRIFT UNDIFFERENTIATED

A

I——1——I——I——i——i—iOTIS FORMAT/ONCEDAR RAPIDS MEMBER

COGGON MEMBER

BERTRAM FORMATION

SCOTCH GROVE FORMATIONUHDIFFERENTIATED BLUE - GRAY MUDSTONE

(REDUCED ZONE)

§-——WELL SCREEN (TYP.IV

V

PACKER SAMPLE INTERVAL ITYPJ

JOHNS CREEK QUARRY MEMBER

HOPKINTON FORMATIONPICTURE ROCK MEMBERBUCK CREEK QUARRY MEMBER A A A

A A AA

ROCKWELL INTERNATIONALCEDAR RAPIDS, IA

LEGEND.MIXED DENSE. FOSSILIFEROUS.COARSE CRYSTALLINE FABRICSDENSE. INTERCONNECTEDVUGULAR NETWORKSDENSE. CHERTYSHALE OR SHALEY DOLOMITE

GEOLOGIC CROSSSECTION A - A'

FARMERS CREEK MEMBER

MONTGOMERY WATSON

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oC

S50 -

800 -

750 -

700 -

650 -

600 -

550 -

vN

A A (NO)

SCOTCH GROVE FORMATION UNOFFERENTIATED tl2>

V vV

V

\v ;

/- x

- ABUCK CREEK QUARRY MEMBER

MONTGOMERY WATSON

LEGEND:&3 HIKED DENSE. FOSSILIFEROUS.:°\ COARSE CRYSTALLINE FABRICSTvi 0£«S£. INTERCONNECTED

WGULAfl "CTWWSAl DENSE. CHERTY

^- SHALE OR SHALEY DOLOMITE

/"» 700'

TO7-AL VOC CONCENTRATION <WL)PACKER SAMPLE RESULT (l^/Ll

__ LIMITS OFVOC CONCENTRATIONS (WL>

ROCKWELL INTERNATIONALCEDAR RAPIDS, IA

GEOLOGIC CROSS SECTION B - B'FIGURE 7

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'.r-'V 331

- J ^W i ' iV .-i..:-^.

i!1^ .' i———

: CONTOUR INTERVAL VARIES.

LEGEND:• MONITORING WELL

1781.391 GROUNWATER ELEVATION

ESTIMATED GROUNDMATER FLOW DIRECTION

782.0———— ——— EOUI POTENTIAL LINE

ROCKWELL INTERNATIONALCEDAR RAPIDS, IA

APPROXIMATE GROUNDWATER FLOWDIRECTION IN SILURIAN SCOTCH

GROVE FORMATIONMONTGOMERY WATSON

Page 30: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

•"**-*T-'"^*V'*'. fc' rl>- ' ~ - • .jt'., ,*r", -7 '"^ ~! j. "V'W•* *•- : -'•:.• - - ^ •*"• - ••-—^"—• iii -;i"'"**i«ia*i-. *--*- ct_• i^Mar • ah MII •Ui'~i '•••'• .^.- • *^^r.^_ . f * _ v ---n i^Aiai ' ni'n i«w 41

WVV-6C

/ +

300

SCALE IN FEET

WATSON

NOTE: CONTOUR INTERVAL ' 1.0 FT.

LEGEND:

• MONITORING WELL1784.74) GffiUMCWATER ELEVATION

——— >• ESTIMATED GROUNCWATER FLOW DIRECTION

784.Q ———— ——— EOUIPOTENTIAL LINE

ROCKWELL INTERNATIONALCEDAR RAPIDS, IA

APPROXIMATE GROUNDWATER FLOWDIRECTION IN DEVONIAN SYSTEM

FIGURE 9

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\\

SCOTCH GSO'/f FORMATIONUH&FFERENTIATECi BLUE. - GftAY UiiOSTOHE

#ELL SCf>£EN ITfPJ(78Z.8SH

V

PICKER SAMPLE INTERVAL (TYP.I

JOHNS CREEK OUARfir UEVBER

HOPKINTQ.1PICTURE ROCK ME

ESTIMATED GROUNCWATERFLOW DIRECTION

FARMERS CHEEK W£ECU/POTENTIAL LINE

APPROXIMATE CROUNOHATERELEVATION 109-06-941

ROCKWELL INTERNATIONALCEDAR RAPIDS, IA

CONCEPTUAL VERTICALGROUNDWATERFLOW SYSTEM ,.

FIGURE TO__________ V/

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/•*"

i\\5 SG-22\\.<'^,.(DRY-785.67)-• •- *• -£v

786.0— EQUIPOTENTIAL LINE TOP-OF-CASINGS REFERENCED !

200

SCALE IN FEET

MONTGOMERY WATSON

APPROXIMATE DIRECTION OF TO PREVIOUS SURVEY.GROUNCWATER FLOW

GROUNCWATER ELEVATIONMEASURED 09/06/94

TEMPORARY MONITORING POINT

MONITORING WELL ROCKWELL INTERNATIONALCEDAR RAPIDS, IA

APPROXIMATE GROUNDWATERFLOW DIRECTION IN

ALLUVIAL SYSTEM_________________FIGURE 11____________ ./

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/vores: /. ror i. we CONCENTRATIONS ROUNDEDTO 2 SIGNIFICANT DIGITS.

LEGEND:

• MONITORING WELL

(-10) PACKER SAMPLE RESULTS

2. CONTOUR INTEff/AL LOGRITHMIC

3. SAMPLE RESULTS IN

MONITORING WELL SAMPLE RESULTS

ISOCONCENTRATION LINE(DASHED WHERE APPROXIMATE!

ROCKWELL INTERNATIONALCEDAR RAPIDS, IA

MONTGOMERY WATSON

ESTIMATED EXTENT OF VOCCONCENTRATIONS IN DEVONIAN SYSTEM

FIGURE 12

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MONTGOMERY WATSON

NOTES: I. CONTOUR INTERVAL LOGRITHUIC

LEGEND: 2. SAMPLE RESULTS IN i>g/L

• MONITORING WELL

1771 MONITORING WELL SAMPLE RESULTS

._. ISOCONCENTRAT/ON LINEI (J————-—" (DASHED WHERE APPROXIMATE!

ROCKWELL INTERNATIONALCEDAR RAPIDS, IA

ESTIMATED EXTENT OF VOCCONCENTRATIONS IN SILURIAN

SCOTCH GROVE FORMATIONFIGURE 13

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LfGE/VO:ESTIMATED GROUNONATERFLOW DIRECTION

ROCKWELL INTERNATIONALCEDAR RAPIDS. IA

ECU/POTENTIAL LINE

\I69 1 TOTAL VOC CONCENTRATION (i^g/L!

128) PACKER SAUPLE RESULT

ESTIMATED VERTICALDISTRIBUTION OF VOCs

FIGURE 14

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ATTACHMENT A

-MONTGOMERY WATSON •

Page 37: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

Pag*

MONTGOMERY WATSON

LOCATION: Former Ralslon Disposal Site

CLIENT: Rockwell International

HOLE NO: MW-9D

JOB NO: 11660261

DATE: September 2-10, 1993

DATUM: USGS NGVD Elevation

DRILLER J& R Drilling

DRILL RIG: CME 750

INSPECTORS: K. Schilling

ROCK CORE LOG

;LU LITHOLOGIC LOG ELEVATION(FEET)

250-17

255-

260-

265-

270-

18

19

20

275-21 7.5

280-

285-

22 7.5

290-23 10

295-

300-

305-

6/10' recovery. Dolomite, med., dk. yellow brown, crystalline • fide to med., dense, hard, highlysolution weathered in fossil molds - sparsely fossilferous - many voids interconnected, solutionenlarged. Several vertical splits of cores, fractured - most pieces 0.1-0.5" long. Few voids containsmaller, rounded dolomite rocks - falls apart when core extruded. Crumbles into smaller pieces@251' and 255-257 ft.

Dolomite - as above - highly fractured, less solution enhanced, fossil moldic.

Dolomite, 3 ft. rec., v. broken, yellow brown to brown, dense, fine to med. xL., some dolomitespar, filling fractures, sparsely fossil moldic, numerous fractures - most solutionally weathered.Difficult to core - keeps breaking and crumbling into core barrel - binds up and makes Itdifficult to get good penetration.

Dolomite - 5 ft. recovery. Same as above. Many void surfaces, rounded. Few bned with coarsedolomite crystals. Voids interconnected through cores. Few styolites, approx. 271' - brownconnected to solution void possibly Indicating sec. iron oxide precipitation.

Dolomite, mottled yellow brown, orange brown, brown - fine xL, dense, hard, v. broken,fractured, sparsely fossil moldic - most molds enlarged greatly by solution of rock, clear dolomitespar/crystals lining few voids, several fractures filled with dolomite spar. 5/7.5 ' recovery.

Dolomite - 4.5 foot recovery, med. xL, mottled with orange brown, mostly It. brown to yellowbrown, v. broken, solutionally weathered, void contains dolomite crystals (approx. 284') l-2mmdiameter, crinoid debris present in one void approx. 288'.

Large void 291-297.Clay (296-298), v. dk. gray, v. soft, no HO reaction, mostly silt, .15' little day, few to trace sand.Upper 0.4 feet, dolomite rock. 298-300 Dolomite, vdk. gray to black, v. porous, soft, smallvesicular type porosity, intact peice 1.5 ft. in length. Pj rite disseminated throughout lower 2 ft.

Seven foot void 300-30T - No rock.

595

590

585

580

575

—— 570

—— 565

—— 560

—— 555

—— 550

545

—— 540

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Psge __5_ o( __5

MOMTCOMEKV WATSON

LOCATION Former Ralston Disposal Site

CLIENT: Rockwell International

HOLE NO. MW-9D

JOB NO: 11660261

DATE: Sep:emL-er 2-10. 1693

DATUM: USGS NGVD Elevation

DRILLER: J & R Drilling

DRILL RIG CME 750

INSPECTORS: K. Schilling

ROCK CORE LOG

LU

s03

LITHOLOGIC LOG ELEVATION(FEET)

300-24 10

305-

310-25

315-

320-26

325-27 10

330-

335-28

340-

345-

350-

355-

300-305 - Void.305-307.5 - Clay, v. dk. gray, soft, mostly silt, some fine to med. sand, trace gravel - angular tosub-rounded, dolomite fragments, Pj rite disseminated - large pyrite crystals (0.05') at 307 feet.Sharp contact with underlying dolomite.307.5-310 - Dolomite, yellow brown, v. porous, small to few large vugular to vesicular porosity,"sandy" dolomite crystals throughout, grainy texture, soft, - Dense and hard where not highlydolomitized.

Note: 1.5 feet of sand and clay fell into bottom of corehole - this material present at top 1.5 feet ofcore run. Likely represents cuttings.310-319 - Dolomite, yellow brown, v. porous, mostly small vesicular molds, few large (0.5") vugs.Large part exhibits "sandy" or dolomite crystals. Several fractures, vugs, filled with dolomite spar.Few fossils observable (mostly crinoids) due to dolomitioation, bracb, plecypod fossil molds.

319-320 - Dolomite, yellow brown.320-323 - More gray to gray brown.323-325 - Lt. gray 319-323Dolomite, "sandy" texture, fine to med. dol. xLs, moderately fossilferous (abundant crinoids,brachiopods, plecypod shells) Fossil moldic porosity - most small (<0.01'), few larger molds (0.05to 0.10'). Dolomite, It. gray to dk. gray, more dense, fine to vf. xLn, hard, less fossilferous thoughstill some fossil molds present - much denser than above. 324.8 - Dolomite, It. gray, dense, sparselyfoss., soft, v. little vugular/vesicular porosity.325 - Dolomite, It gray to It gray brown. Dense to hard, soft, xf xLn.328 - White chert encountered, chalky, white, most soft, few modules, much harder. Many chertzones exhibit vugular porosity with some vugs, lined with dolomite xLs, many vugs, solutionaflyweathered. Cores tend to break along chert/dolomite contact Small, few vugs, vesicular indolomite. Minor fossil molds, sparsely fossilferous.

Same as above. Chert zone at 339.5 feet, v. fractured.

595

__ 590

585

—— 580

575

570

565

—— 560

—— 555

550

—— 545

540

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Peg*

//- ———————————————————————————————————— ^ffffl MCWTGOHHEKr WATSON DATE: September 2-10, 1993

DATUM: USGS NGVD Elevation Ttr\fV rr\rt\? T f\f~<LOCATION Former Ralslon Disposal Site KOCK. C(JKr> LUCj

DRILLER: J & R DrillingCLIENT: Rockwell International

HOLE NO. MW-9D DR.LL R,G: CME 750

JOB NO: ,,660261 INSPECTORS: K. SchiHing ^

f

150 ——

155 ——

160 ——

165 ——

170 ——

175 ——

i Rfi

185 ——

1OA

195 ——

205 ——V

RUN

NUM

BER

7

8

9

10

11

1

10

10

10

10

10

1 LITHOLOGIC LOG

Bertram Km. - continuedDolomite, gray to blue gray 150-156.5, intermixed green shale and gray dolomite 156.5to 160 feet. 160-166.5 - same as above, brecciated, styolites, mud clasts (It. gray) v. dense, bard.166.5-170 green shale filling cracks to 169 ft., then mostly green shale 169-170. SI. sandy 166.5-167.5 flFinely laminated with dk. brown laminations (wavy). Dolomite dominates to 169 with shale infilling,then mostly shale. Little sec. porosity noted, v. dense, few natural breaks in core.

160-161.5 - Bertram Fm.- same as above, dolomite, It blue gray - large 0.02' fracture orientedvertically from mostly sbale above into more competent bedrock below.

161.5 - Silurian - Scotch Grove Formation - undifferentiated.Dolomite, buff with some orange brown and little yellow brown, med. xL, dense, hard, few fossils- most fossil molds enhanced by solution of rock (brachiopod molds), fractured (pieces rangefrom 0.2 to 0.5 feet long), some coarse xL, calcite spar in some voids, other voids solutionallyweathered and enlarged, little iron oxide staining along inside surfaces of voids and fractures.

Dolomite, fine & v. fine xL, dense, sparsely fossil, few fossil molds, few fractures, (core in large,unbroken pieces). Minor fossil moldic porosity, large (0.15', 0.3') solution enhanced voids at 178.5and 179.5 ft.

Dolomite, It gray, little yellow, orange brown staining along fracture surfaces; yellow brown clayfilling fractures at 184, 186 feet. Calcite span at 185 feet (0. 05' thick layer) - becoming morefossiliferous (crinoids, bracbs, etc.) - fossils and molds at 182 feet-183 feet Otherwise, sporadicfossils and molds present in dense, hard, fine xL matrix, more molds than above, also morefractures evident.

2 ft. recovery, approx. 4 ft void 195-199 feet, 2 ft void at 193-194.5 ft, numerous other smallvoids. Significant Fe oxide coatings on fract surfaces - also calcite spar, large interconnectedfossil moldic porosity. Dolomite med. to coarse grained, appears as ghost fabric, fossils evident -all coallesced into rock mass, some crlnoid stems evident, void surfaces v. weathered, eroded.

ELEVATION(FEET)

595

—— 590

coc

—— 580

——

—— 570

fff

—— 560

— 555

—— 550

-r~r\jJ

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Pag« _. 3__ ol _J___

fi —————————————————————————————————————— ^(ffy MONTGOMERY WATSON DATE: Septenbe, 2-10. 1983

" " DATUM USGS NGVD Elevalion nf\/-^vs- /~**j-\Tir> T f\t~*LOCATION Fotmei Halslon Disposal Site ROCK CORE LOGDRILLER: J & R Drilling

CLIENT: Rockwell InternationalDRILL RIG CME 750

HOLE NO: MW-9DINSPECTORS: K. Schilling

JOB NO: 11660261

^

I&O z*~

L\fJ

~._ __

295 ——

210 ——

215 ——

220 ——

225 ——

—235 ——

240 ——

245 ——

•"in

255 ——V

ffifflS

2

1

12

13

14

15

16

*z.a

10

10

10

9

11

1Us

LITHOLOGIC LOG

Silurian Scotch Grove fra. • continued.Dolomite, It gray and It yellow; voids, fractures stained Fe oxides, fine to med. xL, dense, hard,

mostly small <0.01' fossil molds present, more fossiliferous zones, bands generally 0.2' thick - fossilsabundant in these zones - texture more "sandy", softer, often breaks in these zones. Few voidsfilled with calcite cement, spar. Most fossils appear to be crinoid debris.

Dolomite, It yellow brown, med. xL - where dense, less fossilferous, more fossil zones v. porous,("sandy" grains ) abundant crinoid debris. Varies from dense to v. porous over less than 6".213-213.8 shale, dk. gray (upper 0.6') to olive brown (0.2'). Minor shale 218.6 and 219.7 - dk. gray.Minor calcite spar, cement in voids and fractures. Fossil molds become larger, lower 4 feet, moresolution enhanced - only 7.5 feet recovery - small voids encountered between 215-220 feet

220-223 - Shale from before, shaky interval likely between 219.7-223. Olive brown, soft,malleable. Dk. gray to blue gray dolomite intermixed 220-221, then back to predom. shale, denser222-223 - more laminated olive brown, dk. gray layers, hard, more competent breaks.223-224 - very "sandy" - large dolomite rhombs, almost sandstone appearance224-228 - color more blue gray brown with orange brown in voids, dense, some fossil molds -many oriented at approx. 45 degree dip from core. Med. to coarse xL., hard.228-230 - Yellow brown - orange brown in voids, more fossilferous, crumbly, weakly cemented,abundant crinoid debris.

230-231 - Yellow brown, fossiliferous - plecypods, crinoids, brachiopods, grades into 233 feet.233 - Yellow and orange brown, dense, hard, few fossil molds - most greatly enlarged by solutionof rock, calcite cement more abundant236 - Becomes more Interconnected, fossil moldic, vugular, solution features, weathering on voidsurfaces typical "D" zone material.

Dolomite, yellow brown to dk. yellow brown to brown, fine to med. xL., v. dense, sporadic fossilmoldic - mostly enlarged by solution of rock. Clear dolomite crystals, few large (0.01') rhombs,highly fractured - pieces generally 0.1-0.6 feet Several 1-4" voids encountered during drilling -7/10 feet recovery. Many voids exhibit solution features - smooth, curved surfaces -interconnected voids, etc.

^

ELEVATION(FEET)

595

__

—— 590

—— 580

—— 575

— 570

—— 565

——— 560

—— 555

—— 550

.7T.J

—— 540J

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ATTACHMENT B

-MONTGOMERY WATSON •

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ANALYTICAL REPORT

Report To: Mr. Keith SchillingMontgomery Watson Americas11107 Aurora AvenueDesMoines, IA 50322

Project: Low Level Volatiles

FD Case 1203

Section One

08/31/1994

NET Job Number: 94.02521

National Environmental Testing

NET Atlantic, Inc.Cambridge Division

12 Oak ParkBedford, MA 01730

Massachusetts Certification NumberN HA023

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TABLE OF CONTENTS

Page NumberSection 1. Report Front

1A. Table of Contents.............. /MO/IB. Narrative/Cover Letter.........

1C. Main Page/Sample CrossReference....

ID. Chain of Custody Forms.........

IE. Data Qualifier/Flag Descriptions

IF. Document Inventories............ 1C OH

Section 2. Metals Analysis Data.................. NOT REQUESTED

Section 3 . Volatiles Analysis Data...............

TOOOT

Page 44: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

NATIONALENVIRONMENTALTESTING, INC.

Cambridge D'vision12 Oak ParkBedford, MA 01730Tel: (617)275-3535Fax: (617) 275-7411

August 31, 1994

Mr. Keith SchillingMontgomery Watson Americas11107 Aurora AvenueDesMoines, IA 50322

RE: Low Level Volatiles Rockwell Project (FD 1203), NET Job Number94.02521

Dear Mr. Schilling:

Enclosed please find the results of the chemical analysesperformed by NET Cambridge Division for the Low Level VolatilesRockwell Project (FD 1203), NET Job Number 94.02521.

This narrative addresses all comments for all samples as listedbelow:

NET JOB HUMBER: 94.02521

SAMPLEID

HU-9B +MS/KSDHU-90MU-5DMW-80HU-3BHU-9CHW-3CMU-30HW-3EHU-4BHU-4CHU-2BMU-1BMU-1CHU-1DMW-7DFIELD BLANK 1Trip Blank

NETID

108171108172108173108174108175108176108177108178108179108180108181108182108183108184108185108186108187108188

DATETAKEN

08/11/199408/11/199408/11/199408/11/199408/11/199408/11/199408/11/199408/11/199408/11/199408/11/199408/11/199408/11/199408/12/199408/12/199408/12/199408/12/199408/12/1994

TIMETAKEN

07:4511:1512:1513:1014:5010:0015:3015:1016:1016:5017:0018:0008:0008:2009:0009:4008:15

DATEREC'D

08/13/199408/13/199408/13/199408/13/199408/13/199408/13/199408/13/199408/13/199408/13/199408/13/199408/13/199408/13/199408/13/199408/13/199408/13/199408/13/199408/13/199408/13/1994

MATRIX

GROUND UATERGROUND UATERGROUND UATERGROUND UATERGROUND UATERGROUND UATERGROUND UATERGROUND UATERGROUND UATERGROUND UATERGROUND UATERGROUND UATERGROUND UATERGROUND UATERGROUND UATERGROUND UATERGROUND UATERBLANK

Page 45: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

NATIONALENVIRONMENTALTESTING, INC.

Cambridge Divricn12 Oak ParkBedford. MA 01730Tel: (617)275-3535Fax: (617)275-7411

All laboratory comments for the data packages have beensummarized in the following tables:

Sample Receipt and LoginMetals and Cyanide AnalysesVolatile Organics Analyses

TABLE 1Analyses Not Required

TABLE 3

These narrative tables are also enclosed with each data packagesection.Please find enclosed a diskette of the results for this case.

Thank you for this opportunity to be of service to you. Pleasedo not hesitate to call or write if you have any questions orrequire further information.

Sincerely!j \

Alison P. DarrowProject Manager

enclosures

Page 46: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

TABLE 1SAMPLE RECEIPT & LOGIN

FD1203

GENERAL COMMENTS: No comments were necessary.

10004

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TABLESVOLATILES ORGANICS NARRATIVE SUMMARY

FD1203

GENERAL COMMENTS: The samples were analyzed using a modifiedmethod OLM01.9 with a 25 ml purge for lower detection limits.

The Client requested the laboratory to verify results for sampleMW3C (NET ID 108177) as preliminary results did not matchprevious sample history. Several dilutions had been analyzed andresults were consistent. The sample vials were checked forsample ID and everything appears to be correct.MANUAL INTEGRATIONS: Manual integrations are performed onstandards and samples when the integration is not complete due topeak shape and chromatography. This is confirmed by visualinspection by the analysts. The "M" flag indicates that a manualintegration has been performed.

#17- Total 1,2-Dichloroethene must be integrated in the initialand continuing calibration standards to include the total area ofthe cis- and trans- isomers.SURROGATES: All system monitoring compound I recoveries werewithin the contract required QC limits.MATRIX SPIKE/MATRIX SPIKE DUPLICATE(s): All spike recoverieswere within QC limits for the MS/MSD analysis. All RPDs werewithin the required limits.BLANKS: A method blank was analyzed for each twelve hour timeperiod on each GC/MS system used for analysis. No blankcontained greater than five times the CRQL of Methylene Chloride,Acetone, and 2-Butanone, or greater than or equal to the CRQL ofany other volatile target compound.TUNE: All instrument performance check criteria were met priorto the start of sample analysis.

CALIBRATION: All compounds met the required minimum RF's andmaximum RPD's or %D.

10005

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INTERNAL STANDARDS: All internal standard areas andtimes were within the QC limits.

HOLDING TIMES: All samplesrequired holding times.

retention

were analyzed within contract

DILUTIONS: The following samples exceeded the standardcalibration range for one or more analytes and were reanalyzedwith dilution:

CLIENT ID

MW1BMW1CMW1DMW3BMW3CMW9B,MS/MSDMW9C

pH Values: A pHvolatile samples.

NET ID DILUTION

108183108184108185108175108177108171108176

1:101:51:51:1001:10001:101:100

value of 1 was determined for all of the

10000

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NET Cambridge Division

ANALYTICAL REPORT

Report To:

Mr. Keith SchillingMontgomery Watson Americas11107 Aurora AvenueDesHoines, IA 50322

Reported By:

National Environmental TestingNET Atlantic, IncorporatedCambridge Division12 Oak ParkBedford, MA 01730

Report Date: 08/31/1994

Project: Low Level Volatiles

P.O. Ho:

Job Description: Rockwell Project

Collected By: Client

NET Job Number: 94.02521

NET Client No: 55500

Shipped Via: FEDEX

Airbill No: 2443301210

This report has been approved and certified for release by the following staff. Please feel free to call the NETProject Manager at 617-275-3535 with any questions or coronents.

Alison P. DarrowNET Project Manager

Report prepared byNET Reports Group

Analytical data for the following samples are included in this data report.

SAMPLEID

MU-9B +MS/MSDMU-9DMU-5DMU-8DMU-3BMU-9CMW-3CMW-3DMU-3EMW-4BMU-4CMU-2BMU-1BMW-1CMU-1DMU-7DFIELD BLANK 1Trip Blank

NETID

108171108172108173108174108175108176108177108178108179108180108181108182108183108184108185108186108187108188

DATETAKEN

08/11/199408/11/199408/11/199408/11/199408/11/199408/11/199408/11/199408/11/199408/11/199408/11/199408/11/199408/11/199408/12/199408/12/199408/12/199408/12/199408/12/1994

TINETAKEN

07:4511:1512:1513:1014:5010:0015:3015:1016:1016:5017:0018:0008:0008:2009:0009:4008:15

DATEREC'D

08/13/199408/13/199408/13/199408/13/199408/13/199408/13/199408/13/199408/13/199408/13/199408/13/199408/13/199408/13/199408/13/199408/13/199408/13/199408/13/199408/13/199408/13/1994

MATRIX

GROUND WATERGROUND WATERGROUND WATERGROUND WATERGROUND WATERGROUND WATERGROUND WATERGROUND WATERGROUND WATERGROUND WATERGROUND WATERGROUND WATERGROUND WATERGROUND WATERGROUND WATERGROUND WATERGROUND WATERBLANK

1000?

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SAMPLEK>

(PRINT >*ME)

(PRINT NAME)

DATE TIME

R/fllSJS

NATIONALENVIRONMENTALTESTING, INC.

CHAIN OF CUSTODY k JCORDCOMPANYADDRESSPHONEPROJECT NAME/LOCATIONPROJECT NUMBER _____PROJECT MANAGER

C '

REPORT TO:

INVOICE TO:

P.O. NO. _

: C^* Vl/K

T, NET QUOTE NO.

ANALYSES

SAMPLE ID/DESCRIPTION

JL "8COMMENTS

1//L II »e/u MIS' u

fc/u 1310

fooo

i/M/uo

fi/u

AMUCONDITION OF SAMPLE: BOTTLES INTACT? YES / NO

FIELD FILTERED? YES / NOCOC SEALS PRESENT AND INTACT? YES / NOVOLATILES FREE OF HEADSPACE? YES / NO

SAMPLE REMAINDER DISPOSAL: RETURN SAMPLE REMAINDER TO CLIENT VIAI REQUEST NET TO DISPOSE OF ALL SAMPLE REMAINDERS .

TEMPERATURE UPON RECEIPT:

DATE

REfeWDUISHED BY: DATE/TIME RECEIVED BY: RELINQUISHED BY: DATE/TIME 1J1ECEIVED FO?T>JET BY:

MB1MOD OF SHIPMENTO

REMARKS

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NATIONALENVIRONMENTALTESTING, INC.

CHAIN OF CUSTODY r CORDCOMPANYADDRESSPHONEPROJECT NAME/LOCATIONPROJECT NUMBERPROJECT MANAGER

C. I

REPORT TO:

INVOICE TO:

P.O. NO. _

ll/l—r

NET QUOTE NO.

CONDITION OF SAMPLE: BOTTLES INTACT? YES / NOFIELD FILTERED? YES / NO

COC SEALS PRESENT AND INTACT? YES / NOVOLATILES FREE OF HEADSPACE? YES / NO

SAMPLE REMAINDER DISPOSAL: RETURN SAMPLE REMAINDER TO CLIENT VIAI REQUEST NET TO DISPOSE OF ALL SAMPLE REMAINDERS

TEMPERATURE UPON RECEIPT:

DATE

RE££UISHEQ.BY:

oDATE/TIME RECEIVED BY- RELINQUISHED BY: DATE/TIME

8-0D OF SHIPMENT REMARKS:

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ORGANIC FLAGS AND SAMPLE SUFFIXES

The following qualifiers have been used for reporting results:

B - The "B" flag indicates that the analyte was found in theassociated blank as well as in the sample.

E - The "E" flag indentifies compound concentrations that exceedthe calibration range of the GC/MS instrument. For Benzo (b)and Benzo (k) Flouranthene, the calibration range of eachpeak will be considered separately. Ortho, para, and metaxylene are quantified as two peaks, the calibration range ofeach peak will be considered separately.

D - If a sample is re-analyzed due to high concentrations andboth the original analysis and re-analysis have beenreported, the diluted analysis will have the "DL" suffix.All concentration values reported for the diluted analysiswill be flagged with a "D".

U - The "U" flag indicates that the compound was analyzed for butnot detected. The reported "U" value is the detection limitfor the given compound. The value is corrected fordilution and for percent moisture.

J - The "J" flag indicates an estimated value. The flag is usedfor tentatively identified compounds where a 1:1 response isassumed, or when the mass spectral or chromatographic dataindicate the presence of a compound that meets theidentification criteria but the guantitated value is lessthan the method quantitation limit.

P - The "P" flag indicates that the quantitated value of atarget pesticide/PCB differs by more than 25% on the two GCcolumns that were reported.

Y - Compound values that are flagged with a "Y" have been editedon our RTE/MS data system.

X - Compound values that are flagged with a "X" have been editedon our Foremaster data reporting system.

C - This flag applies to pesticide or GC parameters where theidentification has been confirmed by GC/MS.

The following sample suffixes have been used:

XXXXX = sample numberXXXXXMS = matrix spike sampleXXXXXMSD = matrix spike duplicate sampleXXXXXRE = re-analyzed sampleXXXXXDL = sample analyzed at a secondary dilution inn

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EPA CLP 3/90 Deliverables InventoryProject Name: Montgomery WatsonNET Job Numbers: 94.02521FD Number; FD 1203

ITEM PAGE

3. GCMS VOLATILE ORGANIC ANALYSIS DATA

3A. PC Summary -Forms II, III, IV, V3B. Sample Data -Forms I, Ib, Raw Data3C. Standards Data -Forms VI, VII, VIII, Raw Data

Raw QC Data, .,1. BFB Tunes3D2. Blank Data -Form I, Ib, Raw Data3D4. Matrix Spike Data - Form I, Raw Data3D4. Matrix Spike Duplicate - Form I, Raw Data

0000

000100170374

0409041804580468

-'10011

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TABLE 1SAMPLE RECEIPT & LOGIN

FD1203

GENERAL COMMENTS: No comments were necessary.

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TABLESVOLATILES ORGANICS NARRATIVE SUMMARY

FD1203

GENERAL COMMENTS: The samples were analyzed using a modifiedmethod OLM01.9 with a 25 ml purge for lower detection limits.

The Client requested the laboratory to verify results for sampleMW3C (NET ID 108177) as preliminary results did not matchprevious sample history. Several dilutions had been analyzed andresults were consistant. The sample vials were checked forsample ID and everything appears to be correct.MANUAL INTEGRATIONS: Manual integrations are performed onstandards and samples when the integration is not complete due topeak shape and chromatography. This is confirmed by visualinspection by the analysts. The "M" flag indicates that a manualintegration has been performed.#17- Total 1,2-Dichloroethene must be integrated in the initialand continuing calibration standards to include the total area ofthe cis- and trans- isomers.SURROGATES: All system monitoring compound recoveries werewithin the contract required QC limits.MATRIX SPIKE/MATRIX SPIKE DUPLICATE(s): All spike recoverieswere within QC limits for the MS/MSD analysis. All RPDs werewithin the required limits.

BLANKS: A method blank was analyzed for each twelve hour timeperiod on each GC/MS system used for analysis. No blankcontained greater than five times the CRQL of Methylene Chloride,Acetone, and 2-Butanone, or greater than or equal to the CRQL ofany other volatile target compound. j

I

TUNE: All instrument performance check criteria were met priorto the start of sample analysis. >

CALIBRATION: All compounds met the required minimum RF's andmaximum RPD's or %D.

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INTERNAL STANDARDS: All internal standard areas andtimes were within the QC limits.

retention

HOLDING TIMES: All samplesrequired holding times.

were analyzed within contract

DILUTIONS: The following samples exceeded the standardcalibration range for one or more analytes and were reanalyzedwith dilution:

CLIENT ID

HW1BMW1CMW1DMW3BMW3CMW9B,MS/MSDMW9C

pH Values: A pHvolatile samples.

NET ID DILUTION

108183108184108185108175108177108171108176

1:101:51:51:1001:10001:101:100

value of 1 was determined for all of the

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1AVOLATILE ORGANICS ANALYSIS DATA SHEET

EPA SAMPLE NO.

FIELDBLK1_^b Name: CAMBRG

Lab Code: CAMBRG Case No. : FD1203

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: (lou/med) LOW

7. Moisture: not dec.

6C Column: CAP ID: 0. 530 (mm)

Soil Extract Volume:

CAS NO.

(uL)

COMPOUND

Contract: MONTGOMERY !__________

SAS No. : SDG No. :

Lab Sample ID: 108187

Lab File ID: K3735

Date Received: 08/13/94

Date Analyzed: 08/17/94

Dilution Factor: 1.0

Soil Aliquot Volume:

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L Q

IJ 74-87-3———————Ch lor ome thane________1 74-83-9———————Bromome thane_________j 75-01-4———————Vinyl Chloride_______! 75-00-3———————Chloroethane_________! 75-09-2———————Methylene Chloride____I 67-64-1————————Acetone______________I 75-15-0———————Carbon Disulfide______• 75-35-4————————1» 1-Dich loroethen*____! 75-34-3———————1, 1-Dichloroethane____! 156-60-5——————Trans-l> 2-Dich loroethene.! 156-59-2———————Cis-l« 2-Dich loroethene! 67-66-3———————Chloroform_____________I 1O7-06-2——————1, 2-Dichloroethane______! 78-93-3———————2-Butanone_____________i 71-55-6———————1. 1. 1-Trichloroethane___I 56-23-5———————Carbon Tetrachloride____I 75-27-4———————Bromod ich loromethane____• 78-87-5———————1. 2-Dichloropropane_____! 10061-01-5————cis-1* 3-Dichloropropene_! 79-01-6———————Tr ich loroethene________I 124-48-1——————Dibromochloromethane____I 79-00-5———————1, !• 2-Trichloroethane___I 71-43-2———————Benzene______________5 10061-02-6—————trans-l» 3-Dichloropropene.I 75-25-2————————Bromoform______________! 108-10-1———————4-Methyl-2-Pentanone____I 591-78-6———————2-Hexanone______________I 127-18-4——————Tetrach loroethene_______! 79-34-5———————1, 1, 2i 2-Tetrachloroethane.! 108-88-3——————Toluene____________]I 1O8-90-7——————Chlorobenzene___________8 100-41-4——————Ethylbenzene___________! 100-42-5——————Styrene________________] 1330-20-7——————Xylene (total)__________S______________________________________

FORM I VGA

22222822222 iU0. 91J

\!U!U!U:u:uIBIUtuIU:u

2222222222222222222222

IU!U:uiu:u:uiuiu:uiu!U:u:u!Uiu;uiu:u:u:uiu

(uL)

i3/90

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IEVOLATILE ORGANICS ANALYSIS DATA SHEETTENTATIVELY IDENTIFIED COMPOUNDS

EPA SAMPLE NO.

FIELDBLK1Lab Name: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERY ! _____

Case No. : FD12O3 SAS No. : SDG No. :

Matrix: (soil/uater) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: (lou/med) LOW

X Moisture: not dec.

GC Column: CAP ID: 0.530 (mm)

Soil Extract Volume: <uL)

Number TICs found: 2

Lab Sample ID: 108187

Lab File ID: K3735

Date Received: 08/13/94

Date Analyzed: 08/17/94

Dilution Factor: 1.0

Soil Aliquot Volume: (uL)

CONCENTRATION UNITS:<ug/L or ug/Kg) UG/L

1J CAS NUMBER

J 1. 5410591 2. 556672

COMPOUND NAME

Cyclotrisi loxane* hexamethylCyclotetrasiloxane* octameth

RT 1

20. 74 127. 32 S

JEST. CONC. I Q

4 !BJ1 !J

FORM 1 VOA-TIC 3/90

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1AVOLATILE ORGANICS ANALYSIS DATA SHEET

ERA SAMPLE NO.

MW1BLab Name: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERY

Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 <g/mL> ML

Level: (lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID: 0. 530 (mm)

Soil Extract Volume:

CAS NO.

(uL)

COMPOUND

Lab Sample ID: 1O8183

Lab File ID: K3749

Date Received: OS/13/94

Date Analyzed: 08/18/94

Dilution Factor: 1. O

Soil Aliquot Volume:

CONCENTRATION UNITS:<ug/L or ug/Kg) UG/L Q

(uL)

t

I ~7A — QT— O— — _— — _

! 75-01-4 —————

1 TC f\fy **1 / 3 \J r C»

! 67-64-1 —————• T^ 1 rt__

! 156-60-5 ————i 1 CLZ._^O_*3

! 67-66-3 —————

• o r>* *"

! 75-27-4 —————' TO-.Q~7_ — -.__.-I / €3 O/W — —— • —

1 1O061-01-5 ——

! 79-OO-5 —————1 / i *rO &

! 10061-02-6 ——i / w & w &• 1 OQ 1A—1 __

• «^0 1 ~7Q i.' 1 rJ7— 1 Q_A_____' TO — T/I_^— ____

i XwU *T X *T

• 1 Art— Af3— . __ _

J

-Chloromethane—— Bromome thane—— Vinul Chloride—— Ch 1 or oe thane—— Methylene Chloride—— Acetone—— Carbon Disulfide—— 1* 1-Dichloroethene—— li 1-Dichloroethane—— Trans-l» 2-Dichloroethene—— Cis-1. 2-Dichloroethene— Chloroform—— 1* 2-Dichloroethane—— 2-Butanone—— 1. 1* 1-Trichloroethane—— Carbon Tetrachloride—— Bromodi chloromethane—— 1. 2-Dichloroprooane—— cis-l» 3-Dichloropropene—— Trichloroethene—— D i br omoc h 1 or ome thane—— li 1> 2-Trichloroethane—— Benzene—— trans-l» 3-Dichloropropene ___—— Bromof orm—— 4-Methijl-2-Pentanone—— 2-Hexanone—— Tetrachloroethene—— 1* 1, 2. 2-Tetrachloroethane ___— Toluene—— Chlorobenzene—— Ethyl benzene

—— Xylene < total)

0.20.

20.2

— »•• —WKV

2

22222

_ -S22222

22222222

I;u:u

4iJ• ui u ^

!U:u• w:u5;E:u;ui i ii \jiUIU:u:ui i ii \i*f^~ / > f*•*» L v:u;uiU:u:u:u:ui* uIUIU:uIUIUi

FORM I VOA 3/90

Page 60: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

IEVOLATILE ORGANICS ANALYSIS DATA SHEETTENTATIVELY IDENTIFIED COMPOUNDS

ERA SAMPLE NO.

MW1BLab Name: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERY !

Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: <lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID:

Soil Extract Volume:

Number TICs found: 2

0. 530 (mm)

(uL)

Lab Sample ID: 108183

Lab File ID: K3749

Date Received: 08/13/94

Date Analyzed: 08/18/94

Dilution Factor: 1.0

Soil Aliquot Volume: (uL)

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L

ii CAS NUMBER} ==s=t=======r======r

5 1.: 2. 556672

•1 COMPOUND NAME{ ============================

! UnknownICyc lotetrasiloxane* octamethI

RT=======: as

20. 7227. 34

EST. CONC.============

22

: i: Q i

: = • = = = = = |

!J !IBJ !

FORM I VOA-TIC 3/90

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1AVOLATILE ORGANICS ANALYSIS DATA SHEET

Lab Name: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERY

Case No. : FD1203 SAS No. : SDG No. :

ERA SAMPLE NO.

!! MW1BDL! _____

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: (lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID: 0. 53O (mm)

Soil Extract Volume: (uL)

CAS NO. COMPOUND

Lab Sample ID: 1O8183DL

Lab File ID: K3758

Date Received: 08/13/94

Date Analyzed: 08/19/94

Dilution Factor: 10. 0

Soil Aliquot Volume: (uL)

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L Q

74-87-3———————Ch 1 or omethane__________74-83-9————————Bromome thane___________75-01-4———————Vinyl Chloride_________75-00-3———————C h 1 or o e t h an e__________75-09-2———————Methylene Chloride_____67-64-1———————Ac e tone_______________75-15-0———————Carbon Disulfide_______75-35-4———————1, 1-Dichloroethene_____75-34-3———————1, 1-Dichloroethane_____156-60-5——————Trans-l» 2-Dichloroethene.156-59-2——————C i s-1, 2-Di c h 1 or oe t h ene_'_67-66-3———————C h 1 or o f orm_____________107-O6-2——————1< 2-Dichloroethane______78-93-3———————2-Butanone_____________71-55-6———————1, 1, 1-Trichloroethane___56-23-5———————Carbon Tetrachloride____75-27-4———————Br omod i c h 1 or omethane____78-87-5———————1. 2-Dichloropropane_____10061-O1-5—————cis-l» 3-Dichloropropene__79-01-6———————Tr i c h 1 or oe th ene_________124-48-1———————Dibromoc hi or omethane____79-00-5———————1, 1, 2-Trichloroethane___71 -43-2———————Ben z ene_______________10061-02-6—————trans-l» 3-Dichloropropene.75-25-2———————Bromof orm______________1O8-10-1——————4-Methyl-2-Pentanone____591-78-6——————2-He xanone_____________127-18-4———————Tetrachloroethene_______79-34-5————————1. li 2, 2-Tetrachloroethane.1O8-8S-3———————To 1 u ene________________108-9O-7———————Chlorobenzene___________100-41 -4——————E t h y 1 b en z ene___________100-42-5——————S t y r en e___________________1330-20-7——————Xylene (total)__________

2O20202010202020203

38O2020202020202020602O20202020202032O2020202O20

iU!U!U!U!BJ:u:uIU:uui!U!Utu:uiU!UiU:ui:u!Utu!Usu:u!U!J!UiU!U!U:uiU

FORM I VOA 3/9O

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IEVOLATILE ORGANICS ANALYSIS DATA SHEETTENTATIVELY IDENTIFIED COMPOUNDS

ERA SAMPLE NO.

MW1BDLLab Name: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERY ! _____

Case No. : FD12O3 SAS No. : SDG No. :

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: (lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID:

Soil Extract Volume:

Lab Sample ID: 108183DL

Lab File ID:

Date Received:

K3758

08/13/94

0. 530 (mm)

(uL)

Number TICs found:

Date Analyzed: 08/19/74

Dilution Factor: 10.0

Soil Aliquot Volume: (uL)

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L

CA5 NUMBER

1. 5410592. 556672

: :! COMPOUND NAME iJ —— a —————— ss= —— a=_a==aa —— aa —— aa ', =

'Cyc lotrisi loxane* hexametyl-i•Cyclotetrasiloxane* octameth!

RT

20. 7427. 29

EST. CONC.

28010

i !i Qi =====!BJ!BJ

FORM I VOA-TIC 3/9O

Page 63: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

1AVOLATILE ORGANICS ANALYSIS DATA SHEET

EPA SAMPLE NO.

!! MW1C

Lab Name: CAMBRG Contract: MONTGOMERY !________

Lab Code: CAMBRG Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soil/water) WATER Lab Sample ID: 108184

Sample ut/vol: 25.0 <g/mL) ML Lab File ID: K3750

Level: (lou/med) LOW Date Received: 08/13/94

7. Moisture: not dec.

GC Column: CAP

Soil Extract Volume:

CAS NO.

ID: 0. 530 (mm)

<uL)

COMPOUND

Date Analyzed: 08/18/94

Dilution Factor: 1.0

Soil Aliquot Volume:

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L Q

74-87-3———————Chloromethane___________74-83-9————————Bromomethane____________75-01-4———————Vinyl Chloride__________75-00-3———————Ch 1 or oe thane___________75-09-2———————Methylene Chloride______67-64-1 ———————Ac e tone________________75-15-0———————Carbon Disulfide________75-35-4———————If 1-Dichloroethene______75-34-3———————1, 1-Dichloroethane______156-60-5——————Trans-lf 2-Dichloroethene_156-59-2———————Ci*-l,2-Dichloroethene___67-66-3———————C h 1 or o for m_____________107-06-2———————1. 2-Dich lor o ethane______78-93-3———————2-B u t an on e_____________71-55-6———————1* 1, 1-Trichloroethane___56-23-5———————Carbon Tetrachloride____75-27-4———————Bromodichloromethane____78-87-5———————If 2-Dich 1 oropropane_____1O061-01-5—————cis-lf 3-Dichloropropene__79-01-6———————Trichloroethene_________124-48-1——————Dibromoch lor ome thane____79-00-5———————1, 1, 2-Trichloroethane___71 -43-2———————Ben z en e________________10061-02-6—————trans-1* 3-Dichloropropene.75-25-2———————Br omo f or m______________108-10-1——————4-Methyl-2-Pentanone_____591 -78-6——————2-He x an on e_______________127-18-4———————Te t r a c hloroeth en e_______79-34-5———————li If 2. 2-Tetrachloroethane.1O8-88-3———————To 1 u en e________________108-90-7——————Chlorobenzene__________100-41-4——————Ethylbenzene__________100-42-5——————Styrene_______________1330-20-7—————Xylene (total)_________

220.9

\:u!U

6iJIY

0. 5IBJ22321

140222222226222162222

iU!UI:u

:uiUIU:uiU!UtuIU\CIUIU

:u!U:u:u

0. 4! J2 !U0. 7IJ0. 3!J2 :u2 IU0. 61JY

(uL)

TV

FORM I VOA 3/90

Page 64: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

IEVOLATILE ORGANICS ANALYSIS DATA SHEETTENTATIVELY IDENTIFIED COMPOUNDS

EPA SAMPLE NO.

Lab Name: CAMBRG

Lab Code: CAMBRG

MW1CContract: MONTGOMERY I___

Case No. : FD12O3 SAS No. : SDG No. :

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: (lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID:

Soil Extract Volume:

Lab Sample ID: 108184

Lab File ID:

Date Received:

K3750

08/13/94

0. 530 (mm)

(uL)

Date Analyzed: 08/18/94

Dilution Factor: 1. O

Soil Aliquot Volume: (uL)

Number TICs found:CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L

CAS NUMBER

1.2.3. 556672

i !! COMPOUND NAME !

'Unknown 1lUnknown 5! Cy c lotetrasi loxane* octameth!I \

RT

6. 7820. 7027. 32

EST. CONC.

121

•! Q5 =====!J!J:BJI1

FORM I VOA-TIC 3/90

Page 65: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

1AVOLATILE ORGANICS ANALYSIS DATA SHEET

EPA SAMPLE NO.

MW1CDLLab Name: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERY

Case No. : FD12O3 SAS No. : SDG No. :

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: (lou/med) LOW

X Moisture: not dec.

GC Column: CAP ID: 0.530 (mm)

Soil Extract Volume:

CAS NO.

(uL)

COMPOUND

Lab Sample ID: 108184DL

Lab File ID: K3759

Date Received: O8/13/94

Date Analyzed: 08/19/94

Dilution Factor: 5.0

Soil Aliquot Volume:

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L Q

74-87-3———————Chloromethan*__________74-83-9———————Br omome t h an e___________75-01-4———————Vinyl Chloride__________75-00-3———————Ch 1 or o e t h an •___________75-O9-2———————Methylene Chloride______67-64-1———————Acetone_____________75-15-0———————Carbon Disulfide________75-35-4———————1, 1-Dichloroethene______75-34-3———————1, 1-Dichloroe thane______156-60-5——————Trans-11 2-Di c h 1 or oe t h ene_156-59-2———————Cim-1* 2-Dichloroethene__67-66-3———————Ch 1 or o f or m_____________107-06-2——————1,2-Dichloroethane______78-93-3————————2-Bu t an on e_______________71-55-6———————1, 1, 1-Trichloroethane___56-23-5———————Carbon Tetrach 1 orid•____75-27-4———————Bromod i c h 1 orome thane____78-87-5———————li 2-Dichloropropane_____10061-O1-5—————cis-l» 3-Dichloropropene__79-O1-6———————Tr i c h 1 or oe thene_________124-48-1——————Dibromochloromethane____79-00-5———————1. 1, 2-Trichloroethane___71 -43-2———————Ben z en e________________10061-02-6————trans-l> 3-Dichloropropen»_75-25-2———————Br omo f or m______________108-10-1——————4-Methyl-2-Pentanone____591-78-6——————2-Hexanone_____________127-18-4——————Tetrachloroethene_______79-34-5————————1, 1. 2, 2-Tetrachloroethane.108-88-3——————To 1 uene________________1O8-9O-7———————Ch 1 or ob en z ene__________1OO-41-4——————Ethylbenzene___________100-42-5——————Styren*_______________1330-2O-7——————Xylene (total)__________

10101011414103102

1601O1010101010101074101O18101010101010101O101O1O

I:u!U:uIY!BJ:B:uuiu!JI:u!UIU:uiuiuiUiuiiuiui!U:uiuiu!U!UIUIU:u:uiui

(uL)

FORM I VOA 3/90

Page 66: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

IEVOLATILE ORGANICS ANALYSIS DATA SHEETTENTATIVELY IDENTIFIED COMPOUNDS

EPA SAMPLE NO.

! MW1CDLLab Name: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERY !

Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: (lou/med) LOW

X Moisture: not dec.

GC Column: CAP ID:

Soil Extract Volume:

Number TICs found: 2

O. 530 (mm)

(uL)

Lab Sample ID: 108184DL

Lab File ID: K3759

Date Received: 08/13/94

Date Analyzed: 08/19/94

Dilution Factor: 5.0

Soil Aliquot Volume: (uL)

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L

11 GAS NUMBER} ================! 1.! 2. 556672

!! COMPOUND NAME} ==s=s==s==es==i==ss=5=sassa!=ar=====s===s

! UnknownICyc lotetrisi loxanei octamethi

RT========20. 7527. 32

EST. CONC.=============

255

1Q :

===== jj ;BJ !___ s

FORM I VOA-TIC 3/90

Page 67: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

1AVOLATILE ORGANICS ANALYSIS DATA SHEET

EPA SAMPLE NO.

MW1DLab Name: CAMBRG

Lab Code: CAMBRG Case No. : FD1203

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 <g/mL) ML

Level: (lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID: O.53O (mm)

Soil Extract Volume:

CAS NO.

(uL)

Contract: MONTGOMERY !__________

SAS No. : SDG No. :

Lab Sample ID: 108185

Lab File ID: K3751

Date Received: 08/13/94

Date Analyzed: 08/18/94

Dilution Factor: 1.0

Soil Aliquot Volume: (uL)

COMPOUNDCONCENTRATION UNITS:(ug/L or ug/Kg) UG/L Q

74-87-3 ——————— Chloromethane ________74-83-9 ——————— Bromome thane _________75-01-4 ——————— Vinyl Chloride _______75-00-3 ——————— Chloroethane _________75-09-2 ——————— Me t h y 1 ene Ch 1 or i d e ____67-64-1 ——————— Ac et one ______________75-15-0 ——————— Carbon Disulfide ______75-35-4 ———————— 1 , 1-Di c h 1 oroe t h ene ____75-34-3 ——————— 1. 1-Di Chloroethane ____156-60-5 —————— Trans-l» 2-Dich loroethene.156-59-2 ——————— Ci s-1, 2-Dich loroethen* _ '_67-66-3 ——————— Ch 1 or o f or m _____________1 07-06-2 ——————— 1 , 2-D ichloroet h an e ______78-93-3 ——————— 2-Butanone ____________71-55-6 ——————— 1, 1, 1-Trichloroethane ___56-23-5 ——————— Carbon Te tr ac h 1 or i d e ____75-27-4 ——————— Bromod ich loromethane ____78-87-5 ——————— 1. 2-Dich 1 or opropane _____1O061-O1-5 ————— cis-li 3-Dichloropropen* __79-01-6 ——————— Trichloroethene ________124-48-1 —————— Dibromochloromethan* ____79-00-5 ——————— 1, 1, 2-Trich lor oe thane ___71-43-2 ——————— Ben z ene ________________10061-02-6 ————— trans-1* 3-Dichloropropene.75-25-2 ———————— Bromoform ______________108-1O-1 ——————— 4-Methyl-2-Pentanone ____591-78-6 —————— 2-Hexanone _____________127-18-4 ——————— Tetrachloroethene _______79-34-5 ——————— 1, li 2. 2-Tetrachloroethane.1 08-88-3 —————— To 1 u en e ________________108-90-7 —————— C h 1 or o b en z ene __________100-4 1 -4 —————— E t h y 1 b en z en» ___________100-42-5 —————— Styrene _______________

1 133O-20-7 —————— Xylene (total) __________

2 SU2 iU0. 4SJ2 !U0. 4SBJ3 IB2 !U0. 81 J2

872220.2222272222222O.222222

!U

\£:uIU!U

2!JIUIUIUIUIIU!UIUIU:uIUIU

21 J:uIUIUIUIUIUI

(jj

FORM I VOA 3/90

Page 68: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

IEVOLATILE ORGANICS ANALYSIS DATA SHEETTENTATIVELY IDENTIFIED COMPOUNDS

Lab Name: CAMBRG

Lab Code: CAMBRG Case No. : FD1203

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: (lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID: 0. 53O (mm)

Soil Extract Volume:

EPA SAMPLE NO.

MW1D

<uL)

Number TICs found:

Contract: MONTGOMERY !_____________

SAS No. : SDG No. :

Lab Sample ID: 108185

Lab File ID: K3751

Date Received: 08/13/94

Date Analyzed: 08/18/94

Dilution Factor: 1. O

Soil Aliquot Volume: (uL>

CONCENTRATION UNITS:(ug/L or ug/Kg) UO/L

!i CAS NUMBERj ================! 1. 541059i 2. 556672

i! COMPOUND NAMEj ============================iCyclotrisi loxane> hexamethyliCyclotetrasi loxanei octamethi

RT========20. 7227. 29

EST. CONC.=============

261

11 Qi =====:BJ!BJ

FORM I VOA-TIC 3/90

Page 69: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

1AVOLATILE ORGANICS ANALYSIS DATA SHEET

Lab Name: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERY

EPA SAMPLE NO.

MW1DDL

Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 <g/mL) ML

Level: (lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID: 0. 530 (mm)

Soil Extract Volume:

CAS NO.

(uL)

COMPOUND

Lab Sample ID: 1O8185DL

Lab File ID: K3760

Date Received: 08/13/94

Date Analyzed: 08/19/74

Dilution Factor: 5. O

Soil Aliquot Volume:

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L Q

74-87-3———————C hlorometh ane__________74-83-9————————Bromome thane____________75-O1-4————————Vinyl Chloride__________75-00-3———————Chloroethane___________75-09-2———————Methylene Chloride______67-64-1———————Ac etone________________75-15-0———————Carbon Disulfid*________75-35-4————————1, 1-Dichloroethene______75-34-3———————1» 1-Dichloroet h an e______156-60-5——————Trans-l» 2-Dichloroethene_156-59-2——————Cis-1, 2-Dichloroethene___67-66-3———————Chloroform_____________107-O6-2——————1.2-Dichloroethane______78-93-3———————2-Butanon«_____________71-55-6———————1, 1. 1-Trichloroethane___56-23-5———————Carbon Tetrach 1 oride____75-27-4———————Bromodichloromethane____78-87-5————————1. 2-Dichloropropane_____1O061-O1-5—————ci*-l» 3-Dichloropropene__79-01 -6———————Tr ichloroeth en e_________124-48-1——————Dibromochloromethane____79-00-5———————1, 1. 2-Trichloroethane___71-43-2———————Benzene________________10061-02-6————trans-l» 3-Dichloropropene_75-25-2———————Br omo form______________108-10-1———————4-Methyl-2-Pentanone_____591-78-6———————2-Hexanone______________127-18-4———————Tetrachloroethene_______79-34-5————————1. 1. 2. 2-Tetrachloroethane.108-88-3——————To 1 u en e________________108-90-7——————Ch 1 or o b en z ene__________100-41-4——————Ethyl benzene___________100-42-5——————S t y r en e_______________133O-2O-7——————Xylene (total)__________

101O10103101O1010190101O101010101010311O101010101010101O1010101010

J:uiU!UIU;BJ;u;u;u!U\j

!U:u:uiuiuiuiuiiuiuiu!U:u:u!U;u:u:uiuiuiuiui

(uL)

FORM I VOA 3/90

Page 70: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

IEVOLATILE ORGANICS ANALYSIS DATA SHEET

TENTATIVELY IDENTIFIED COMPOUNDS

ERA SAMPLE NO.

MW1DDLi_.o Name: CAMBRG

Lab Code: CAMBRO

Contract: MONTGOMERY !

Case No. : FD12O3 SAS No. : SDG No. :

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: (lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID: 0. 530 (mm)

Soil Extract Volume: (uL)

Number TICs found: 2

Lab Sample ID: 1O8185DL

Lab File ID:

Date Received:

K376O

08/13/94

Date Analyzed: 08/19/94

Dilution Factor: 5.0

Soil Aliquot Volume: (uL)

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L

CAS NUMBER

1. 5410592. 556672

•1 COMPOUND NAME

!Cy c lotrisi loxane* hexamethgl!Cyc lotetrasi loxane< octameth1

1

RT S

20. 7O !27. 32 !

1

EST. CONC.

203

: !1 Q 1

= 5 ===== •:BJ i!BJ !! !

FORM I VOA-TIC 3/90

Page 71: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

1AVOLATILE ORGANICS ANALYSIS DATA SHEET

EPA SAMPLE NO.

! MW2BContract: MONTGOMERY S_____Lab Name: CAMBRG

Lab Code: CAMBRG Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soil/water) WATER Lab Sample ID: 108182

Sample ut/vol: 25.0 (g/mL) ML Lab File ID: K3748

Level: (lou/med) LOW Date Received: 08/13/94

X Moisture: not dec.

GC Column: CAP ID: 0.530 (mm)

Soil Extract Volume:

CAS NO.

(uL)

COMPOUND

Date Analyzed: 08/18/94

Dilution Factor: 1. 0

Soil Aliquot Volume:

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L Q

74-87-3———————Chl or ome thane___________74-83-9————————Bromome thane____________75-01-4———————Vinyl Chloride__________75-00-3———————C h 1 or o e than*___________75-09-2———————Methylene Chloride______67-64-1 ———————Ac e tone________________75-15-0———————Carbon Disulfide_______75-35-4———————1, 1-Dichloroethene______75-34-3———————1, 1-Dichloroe thane______156-60-5——————Trans-li 2-Dichloroethen»_156-59-2———————Cis-1, 2-Dichloroethene__67-66-3———————C h 1 or o f orm_____________107-06-2———————1, 2-Dich 1 oroethane______78-93-3————————2-Bu t an on e_______________71-55-6———————1» 1* 1-Trichloroethane___56-23-5———————Carbon Tetrach 1 oride____75-27-4———————Br omod i c h 1 or omethane____78-87-5———————1 • 2-Di c h 1 or opr opane_____10061-01-5—————cis-1* 3-Dichloropropene__79-01-6———————Trichloroethene_________124-48-1——————Dibromoc hi or omethane____79-00-5———————1, 1, 2-Trichloroethane___71-43-2————————Benzene________________10061-02-6————trans-1. 3-Dichloropropen«.75-25-2———————Bromof orm_____________108-10-1——————4-Methyl-2-Pentanone____591-78-6——————2-Hexanone_____________127-18-4——————Tetrachloroethene_______79-34-5———————1, 1, 2, 2-Tetrachloroethane.108-88-3——————To 1 u en e________________108-90-7——————Chl or ob en z ene__________1OO-41-4———————Ethyl benzene___________100-42-5———————Styrenc________________1330-20-7—————Xylene (total)_________

222020. 412222O. 222222222222222222222222

I:uIUsJU;BJ:BJ:u!Uiu!Uu:uiu:u:u!Utuiu:uiu:uiu:u:u!Uiuiuiu:u:uiu:uiuiui

(uL)

FORM I VOA 3/90

Page 72: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

IEVOLATILE ORGANICS ANALYSIS DATA SHEET

TENTATIVELY IDENTIFIED COMPOUNDS

EPA SAMPLE NO.

! MW2BLab Name: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERY !

Case No. : FD1203 SAS No. : SDG No. :

Matrix: <soi1/uater) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: <lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID: 0. 530 <mm)

Soil Extract Volume: <uL)

Number TICs found:

Lab Sample ID: 1O8182

Lab File ID: K3748

Date Received: 08/13/74

Date Analyzed: 08/18/94

Dilution Factor: 1. 0

Soil Aliquot Volume: (uL)

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L

]i CAS NUMBERj =================! 1. 541059i 2. 556672*

1

! COMPOUND NAME{ ============================SCyc lotr isi loxane* hexamethyl!Cyc lotetrasi loxane. octamethJ

RT========20. 7227. 29

I! EST. CONC.j =============: 4: i:

i :i Q i• ===== \:BJ ::BJ :! !

FORM I VOA-TIC 3/90

Page 73: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

1AVOLATILE ORGANICS ANALYSIS DATA SHEET

Lab Name: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERY

ERA SAMPLE NO.

! MW3B!

Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: (lou/med) LOW

X Moisture: not dec.

GC Column: CAP ID: O. 530 (mm)

Soil Extract Volume:

CAS NO.

(uL)

COMPOUND

Lab Sample ID: 108175

Lab File ID: K3721

Date Received: 08/13/94

Date Analyzed: 08/16/94

Dilution Factor: 1.0

Soil Aliquot Volume:

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L Q

I! 74-87-3———————Chloromethane________! 74-83-9———————Bromomethane_________I 75-01-4———————Vinyl Chloride_______I 75-00-3———————Ch loroethane_________I 75-09-2———————Methylene Chloride____! 67-64-1———————Acetone_____________I 75-15-0———————Carbon Disulfide_____I 75-35-4————————li 1-Dich loroethene____I 75-34-3———————li 1-Dich loroethane____I 156-60-5——————Trans-li 2-Dichloroethene.I 156-59-2——————Cis-l,2-Dichloroethene! 67-66-3———————Chloroform_____________I 1O7-O6-2———————1. 2-Dichloroethane______1 78-93-3———————2-Butanone_____________! 71-55-6———————1, It 1-Trichloroethane___I 56-23-5———————Carbon Tetrachloride____i 75-27-4———————Bromodichloromethane____! 78-87-5———————1. 2-Dich lor opropane_____I 10061-01-5—————cis-li3-Dichloropropene__I 79-O1-6———————Trichloroethene_________5 124-48-1———————Dibromochloromethane____J 79-OO-5———————1, 1,2-Trichloroethane___I 71-43-2———————Benzene________________I 10061-02-6————trans-l» 3-Dichloropropene.I 75-25-2———————Bromoform______________8 108-10-1——————4-Methyl-2-Pentanone____S 591-78-6———————2-Hexanone_____________I 127-18-4———————Te tr a c hloroeth en e_______! 79-34-5———————1, If2>2-TetrachloroethaneI 108-88-3——————Toluene_______________"_I 108-90-7———————Chlorobenzene__________I 100-41-4——————Ethylbenzene___________I 100-42-5——————Styrene________________I 1330-20-7—————Xylene (total)_________I___________________________________

FORM I VOA

22

13002222

13O0.1216022222222

16O2213222220.0.20.21

IUiUIEiU:uIU

6!JJXTIUIU:u:uIUiU!U!U

iUIU1IU:u!U!UIU

3IJ5IJIU

6IJIUIJY1

(uL)

r-

3/90

Page 74: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

IEVOLATILE ORGANICS ANALYSIS DATA SHEET

TENTATIVELY IDENTIFIED COMPOUNDS

EPA SAMPLE NO.

,_ab Name: CAMBRG

Lab Code: CAMBRG

MW3BContract: MONTGOMERY !___

Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soil/uater) WATER

Sample ut/vol: 25.0 <g/mL> ML

Level: (loui/med) LOW

7. Moisture: not dec.

GC Column: CAP ID: 0.530 (mm)

Soil Extract Volume: (uL)

Number TICs found:

Lab Sample ID: 108175

Lab File ID: K3721

Date Received: 08/13/94

Date Analyzed: O8/16/94

Dilution Factor: 1. O

Soil Aliquot Volume: (uL)

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L

CAS NUMBER

1. 5410592. 556672

COMPOUND NAME

Cyc lotrisi loxane/ hexamethylCyclotetrasi loxanei octameth

! RT

! 20. 72! 27. 32I

EST. CONC.

41

: :: Q ;• ===== «:BJ i\j \\ \

FORM I VOA-TIC 3/90

Page 75: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

1AVOLATILE GRGANICS ANALYSIS DATA SHEET

EPA SAMPLE NO.

MW3BDLLab Name: CAMBRG Contract: MONTGOMERY !_________

Lab Code: CAMBRG Case No. : FD12O3 SAS No. : SDG No. :

Matrix: (soil/water) WATER Lab Sample ID: 1O8175DL

Sample ut/vol: 25.0 (g/mL) ML Lab File ID: K3737

Level: (lou/med) LOW Date Received: 08/13/94

7. Moisture: not dec.

OC Column: CAP ID: O. 530 (mm)

Soil Extract Volume:

CAS NO.

(uL)

COMPOUND

Date Analyzed: 08/17/94

Dilution Factor: 100.0

Soil Aliquot Volume:

CONCENTRATION UNITS:<ug/L or ug/Kg> UG/L Q

74-87-3————————C h 1 or ome t h ane___________74-83-9———————Bromome thane___________75-01-4———————Vinyl Chloride_________7 5-00-3———————C hloroethan •___________75-09-2———————Me t h y lene Chlorid e______67-64-1———————Acetone________________75-15-0———————Carbon Disulfide________75-35-4———————1, 1-Dichloroethene______75-34-3———————li 1-Dichloroethane______156-60-5———————Trans-l» 2-Dichloroeth*ne_156-59-2——————Cis-1, 2-Dich 1 oroethene__67-66-3———————C h1 or o f or m____________107-06-2——————1,2-Dichloroethana______78-93-3———————2-Butanone_____________71-55-6———————1, 1. 1-Trichloroethane___56-23-5———————Carbon Te trac h 1 or i d e____75-27-4———————Bromod ich loromethane____78-87-5———————1, 2-Dichloropropane_____1O061-O1-5—————c is-1.3-Dichloropropene__79-01 -6———————Tr ichloroethen e_________124-48-1——————Dibromochloromethane____79-00-5———————1, I, 2-Trichloroethane___71 -43-2———————Ben z en e________________10061-02-6—————trans-l» 3-Dichloropropene.75-25-2———————Bromoform______________108-10-1——————4-Methyl-2-Pentanone____591-78-6———————2-Hexanone______________127-18-4——————Tetrachloroethene_______79-34-5———————!• 1. 2/ 2-Tetrachloroethane.108-88-3——————To 1 u en e________________108-90-7——————Chlorobenzene__________100-41-4——————Ethylbenzena___________100-42-5——————Styrene_______________1330-20-7—————Xylene (total)_________

2OO20018OO200633002001402002OO24OO20O2002OO20O2OO2OO20020O5802002002002002002OO2002002002002OO200200200

I!U:uIIU:BJIB:u!JIUIUIB!U:u!U!UiUiU:u!UI:u!U:u:u:u:u$u:u:u:usuIUIUIUi_

(uL)

FORM I VGA 3/90

Page 76: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

IEVOLATILE ORGANICS ANALYSIS DATA SHEET

TENTATIVELY IDENTIFIED COMPOUNDS

ERA SAMPLE NO.

MW3BDLLab Name: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERY !

Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soi1/uater) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: (lou/med) LOW

X Moisture: not dec.

GC Column: CAP ID:

Soil Extract Volume:

0. 530 (mm)

(uL)

Number TICs found:

Lab Sample ID: 108175DL

Lab File ID: K3737

Date Received: 08/13/94

Date Analyzed: 08/17/94

Dilution Factor: 100.0

Soil Aliquot Volume: (uL)

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L

Ji CAS NUMBERJ =5== = === = = = = = = = = =

J 1. 541059! 2. 556672

! COMPOUND NAMEj ============================ICyclotrisi loxane/ hexamethyl!Cy c lotetrasi loxane/ octameth1

RT========20. 7527. 32

EST. CONC.=============

500100

1Q :

===== {BJ !J i

FORM I VOA-TIC 3/90

Page 77: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

1AVOLATILE ORGANICS ANALYSIS DATA SHEET

I

EPA SAMPLE NO.

MW3CName: CAMBRG

Lab Code: CAMBRG Case No. : FD12O3

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 <g/mL) ML

Level: (low/med) LOW

7, Moisture: not dec.

GC Column: CAP ID: 0.530 (mm)

Soil Extract Volume:

CAS NO.

(uL)

COMPOUND

Contract: MONTGOMERY !_________

SAS No. : SDG No. :

Lab Sample ID: 108177

Lab File ID: K3723

Date Received: 08/13/94

Date Analyzed: 08/16/94

Dilution Factor: 1.0

Soil Aliquot Volume:

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L Q

74-87-3———————Ch 1 or ome t h ane___________74-83-9———————Bromome thane___________75-01-4———————Vinyl Chloride__________75-00-3———————Chloroethane___________75-09-2———————Methylene Chloride______67-64-1————————Ac et one________________75-15-0———————Carbon Disulfide________75-35-4———————1, 1-Dichloroethene______75-34-3———————li 1-Dichloroethane______156-60-5——————Trans-1» 2-Di c h 1 or oe t h ene_156-59-2——————Cis-l,2-Dichloroethen«___67-66-3———————Ch 1 or of orm_____________107-O6-2——————l,2-Dichloroethan»______78-93-3————————2-B u t a n on e______________71-55-6————————li 1* 1-Trichloroethane____56-23-5———————Carbon Tetrach 1 oride____75-27-4———————Bromod ich loromethane____78-87-5———————li 2-Dichloropropane_____10061-01-5————cis-1.3-Dichloropropene__79-01-6———————Trich loroethen*_________124-48-1——————Dibromoch loromethane____79-OO-5———————1* 1» 2-Tr ichloroethane___71 -43-2———————Ben z en *________________1O061-O2-6—————trans-1* 3-Dichloropropene.75-25-2————————Bromoform______________108-10-1——————4-Methyl-2-Pentanone____591 -78-6——————2-He x an on e_____________127-18-4——————Tetrachloroethene_______79-34-5———————1, 1> 2i 2-Tetrachloroethane.108-88-3——————Toluene________________108-90-7——————Ch lorobenzene___________100-41-4———————Ethylbenzene___________1OO-42-5——————Styrene________________1330-20-7——————Xylene (total)__________

22

52020.42

2005

1002222222220.2

140222222325222

ItUtUSEYtU

2!BJIBIU

tUIUIU!UIUtUtUtUtU

2IJIUIU

tUtUtUtUtUtUstu8!UtYt

<uL)

FORM I VOAI

3/90

Page 78: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

IEVOLATILE ORGANICS ANALYSIS DATA SHEET

TENTATIVELY IDENTIFIED COMPOUNDS

Lab Name: CAMBRG

Lab Code: CAMBRG

EPA SAMPLE NO.

MW3CContract: MONTGOMERY !___

Case No. : FD12O3 SAS No. : SDG No. :

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: (lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID: 0. 530 (mm)

Soil Extract Volume:

Lab Sample ID: 108177

Lab File ID:

Date Received:

K3723

08/13/94

(uL)

Date Analyzed: 08/16/94

Dilution Factor: 1. O

Soil Aliquot Volume: (uL)

Number TICs found:CONCENTRATION UNITS:<ug/L or ug/Kg) UG/L

JJ CAS NUMBERJ ================

! 1. 1108271 2. 541059

COMPOUND NAME============================CyclohexaneCyclotrisi loxane* hexamethyl

RT========

13. 452O. 74

!

EST. CONC.=============

12

Q=====JBJ

FORM I VOA-TIC 3/9O

Page 79: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

1AVOLATILE ORGANICS ANALYSIS DATA SHEET

ERA SAMPLE NO.

MW3CDLLab Name: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERY '.

Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: (loui/med) LOW

7. Moisture: not dec.

GC Column: CAP ID: 0. 530 (mm)

Soil Extract Volume: (uL)

CAS NO. COMPOUND

Lab Sample ID: 108177DL

Lab File ID: K3745

Date Received: 08/13/94

Date Analyzed: 08/18/94

Dilution Factor: 1000. O

Soil Aliquot Volume: (uL)

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L Q

74-87-3———————Chloromethane________74-83-9————————Br omome t h an e_________75-01-4———————Vingl Chloride_______75-00-3———————Chloroethane_________75-09-2———————Methylene Chloride____67-64-1———————Acetone______________75-15-0———————Carbon Disulfide______75-35-4———————li 1-Dichloroethene____75-34-3——————— 1,1-Dichloroethan e____156-6O-5——————Trans-l» 2-Dichloroethene.156-59-2———————Ci s-1, 2-Di ch 1 oroethene_'_67-66-3———————Chloroform_____________107-06-2——————1, 2-Dichloroethane______78-93-3————————2-B u t a n one ______________71-55-6———————1. li 1-Trichloroethane___56-23-5———————Carbon Tetrachloride____75-27-4———————Bromodichloromethane____7B-87-5———————1. 2-Dichloropropane_____1O061-01-5—————cis-lj 3-Dichloropropenc__79-O1-6————————Trich loroethene_________124-48-1——————Dibromochloromethane____79-00-5———————1. 1* 2-Trichloroethane___71-43-2———————Benzene_______________10061-02-6————trans-1.3-Dichloropropene.75-25-2———————Br omo f or m______________108-10-1——————4-Methyl-2-Pentanone____591 -78-6——————2-He x an on e_____________127-18-4——————Tetrach loroethene_______79-34-5———————1, 1. 2, 2-Tetrachloroethane.108-88-3——————To 1 uene________________108-90-7——————C hlorobenz ene__________100-41-4——————Ethyl b en z en*___________100-42-5——————Styrene________________1330-20-7—————Xylene (total)_________

200020009OOO2000430190020002002OOO2OOO38000200020002000200020002000200020OO200O2000200025020002000200020002000200034O2000200020002000

:u:u\iU:BJ:BJ!Utj:u:u:u:u:u:u:u:u!U:u!Utu!U!J:u;u:u:uIU:u:j:u!U!U:u

FORM I VOA 3/90

Page 80: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

IEVOLATILE ORGANICS ANALYSIS DATA SHEETTENTATIVELY IDENTIFIED COMPOUNDS

EPA SAMPLE NO.

MW3CDLLab Name: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERY .'

Case No. : FD12O3 SAS No. : SDG No. :

Matrix: (soi1/uater) WATER

Sample uit/vol: 25. O <g/mL) ML

Level: (lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID:

Soil Extract Volume:

Number TICs found: 1

Lab Sample ID:

Lab File ID:

108177DL

K3745

0. 530 (mm)

(uL)

Date Received: 08/13/94

Date Analyzed: 08/18/94

Dilution Factor: 1000.0

Soil Aliquot Volume: (uL)

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L

JJ!{1

CAS NUMBER5=== = === = === = = = = =

1. 541059

i COMPOUND NAMEI ============================iCyclotrisi loxanei hexamethyl1

RT========20. 72

j1 EST. CONC.j =============1 4000!

!! Q{ =====!BJ!

11!!1

FORM I VOA-TIC 3/90

Page 81: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

1AVOLATILE ORGANICS ANALYSIS DATA SHEET

EPA SAMPLE NO.

MW3DLab Name: CAMBRG

Lab Code: CAMBRG Case No. : FD12O3

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 <g/mL) ML

Level: <lou/med> LOW

7. Moisture: not dec.

GC Column: CAP ID: 0. 530 (mm)

Soil Extract Volume:

CAS NO.

<uL)

COMPOUND

Contract: MONTGOMERY !_________

SAS No. : SDG No. :

Lab Sample ID: 108178

Lab File ID: K3740

Date Received: 08/13/74

Date Analyzed: 08/17/94

Dilution Factor: 1.0

Soil Aliquot Volume:

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L Q

! 74-87—3———————Ch loromethane________• 74-83-9———————Bromomethane_________! 75-01-4———————Vinyl Chloride_______8 75-00-3———————Chloroethane____________! 75-09-2————————Methylene Chloride____! 67-64-1————————Acetone______________! 75-15-0———————Carbon Disulfide______i 75-35-4———————1. 1-Dichloroethene____• 75-34-3————————1< 1-Dichloroethane____8 156-60-5———————Trans-1, 2-Dichloroethene.! 156-59-2———————Cis-1, 2-Dichloroethene8 67-66-3———————Chloroform________________8 107-06-2—————— 1, 2-Dichloroethane______8 78-93-3————————2-Butanone________________! 71-55-6————————1, 1, 1-TrichloroethaneI 56-23-5———————Carbon Tetrachloride____1 75-27-4———————Bromodich loromethane____! 78-87-5————————li 2-Dichloropropane_____I 10061-01-5————c is-1,3-Dichloropropene__I 79-01 -6———————Tr ichloroeth en e________1 124-48-1——————Dibromoch loromethane____8 79-00-5———————1. li 2-Trichloroethane___} 71-43-2———————Benzene________________! 10061-02-6—————trans-l» 3-Dichloropropene.8 75-25-2————————Bromoform______________! 108-10-1———————4-Methyl-2-Pentanone____5 591-78-6———————2-Hexanone______________8 127-18-4——————Tetrach loroethene_______I 79-34-5———————1. 1* 2i 2-Tetrachloroethane.I 108-88-3———————Toluene________________• 108-90-7——————Chlorobenzene__________! 100-41-4——————Ethylbenzene___________8 100-42-5———————Styrene________________! 1330-20-7——————Xylene < total)__________J_____________________________________

FORM I VOA

227222O.

5iU:u5!U:u:uIU

O. 4IJ0. 28 J0. 48J15 :B

!U:u:u8U!U;u:u:u

22222222322222222222222

S:u!U:u!U

:u:u;u:u:uIU:u!U!U

(uL)

i3/90

Page 82: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

IEVOLATILE ORGANICS ANALYSIS DATA SHEETTENTATIVELY IDENTIFIED COMPOUNDS

EPA SAMPLE NO.

MW3DLab Name: CAMBRG

Lab Code: CAMDRG

Contract: MONTGOMERY ! ____

Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: <lou/med> LOW

TL Moisture: not dec.

GO Column: CAP ID:

Soil Extract Volume:

0. 530 (mm)

<uL)

Number TICs found:

Lab Sample ID: 108178

Lab File ID: K3740

Date Received: 08/13/94

Date Analyzed: 08/17/74

Dilution Factor: 1. O

Soil Aliquot Volume: (uL)

CONCENTRATION UNITS:(ug/L or ug/Kg) UO/L

: CAS NUMBER !j ================ |: i. iI 2. 556672 !

\

COMPOUND NAME============================UnknownCyclotetrasiloxane. octameth

RT========20. 7427. 31

EST. CONC. 1 Q============= j =====

4 iJ1 ! J

!

FORM I VOA-TIC 3/90

Page 83: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

1AVOLATILE ORGANICS ANALYSIS DATA SHEET

EPA SAMPLE NO.

MW3ELab Name: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERY !

Case No. : FD1203

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: (lou/med) LOW

X Moisture: not dec.

GC Column: CAP ID: 0. 530 (mm)

Soil Extract Volume:

CAS NO.

(uL)

COMPOUND

SAS No. : SDG No. :

Lab Sample ID: 108179

Lab File ID: K3741

Date Received: OB/13/94

Date Analyzed: 08/17/94

Dilution Factor: 1.0

Soil Aliquot Volume:

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L Q

5! 74-87-3———————Chloromethane__________! 74-83-9———————Bromomethane___________! 75-01-4———————Vinyl Chloride_________\ 75-00-3———————Chloroethane__________1 75-09-2———————Methylene Chloride_____! 67-64-1————————Acetone_______________1 75-15-0————————Carbon Disulfide_______! 75-35-4————————1, 1-Dichloroethenc_____! 75-34-3———————1> 1-Dichloroethane_____S 156-60-5———————Trans-l» 2-Dichloroethene! 156-59-2——————Cis-1, 2-Dichloroethene_'_\ 67-66-3———————Chloroform_____________I 107-06-2——————1, 2-Dichloroethane______! 78-93-3————————2-Butanone______________S 71-55-6———————li 1» 1-Trichloroethane___! 56-23-5————————Carbon Tetrachloride____! 75-27-4———————Bromodichloromethane____5 78-87-5——————— 1. 2-Dichloropropane_____! 10061-01-5————cis-li3-Dichloropropene_I 79-01-6———————Trich 1 oroethene________J 124-48-1———————Dibromochloromethane____J 79-OO-5———————1. 1,2-Trichloroethane___I 71-43-2———————Benzene________________! 10061-02-6—————trans-l» 3-Dichloropropene.! 75-25-2————————Bromoform______________I 108-10-1——————4-Methyl-2-Pentanone____5 591-78-6——————2-Hexanone_____________! 127-18-4——————Tetrachloroethene_______! 79-34-5———————1< 1,2, 2-Tetrachloroethane.! 108-88-3———————Toluene________________! 108-90-7——————Chlorobenzene__________J 1OO-41-4——————Ethylbenzene___________I 100-42-5——————Styrene________________! 133O-20-7——————Xylene <total)__________i_____________________________________

FORM I VOA

2222222222222222222222222222222222

:u:u!U:u;u:B:u:u:u!U:u:u;u!U:u;u:u!U1U!UIUIU:u:u:uIU!U:u!U!UIU:u:u:ui

(uL)

3/90

Page 84: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

IEVOLATILE ORGANICS ANALYSIS DATA SHEETTENTATIVELY IDENTIFIED COMPOUNDS

EPA SAMPLE NO.

MW3ELab Name: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERY ! _____

Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: <low/med> LOW

7. Moisture: not dec.

GC Column: CAP ID: 0. 530 (mm)

Soil Extract Volume: (uL)

Lab Sample ID: 108179

Lab File ID: K3741

Date Received: 08/13/94

Date Analyzed: 08/17/94

Dilution Factor: 1.0

Soil Aliquot Volume: (uL)

Number TICs found:CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L

CAS NUMBER

1.2. 556672

11 COMPOUND NAME

{UnknowniCyclotetrasiloxanej octameth

RT

20. 7427. 31

EST. CONC.

41

Q

JJ

FORM I VOA-TIC 3/9O

Page 85: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

1AVOLATILE ORGANICS ANALYSIS DATA SHEET

ERA SAMPLE NO.

MW4BLab Name: CAMBRG Contract: MONTGOMERY !________

Lab Code: CAMBRG Case No. : FD12O3 SAS No. : SDG No. :

Matrix: (soil/water) WATER Lab Sample ID: 108180

Sample ut/vol: 25.O (g/mL) ML Lab File ID: K3746

Level: (lou/med) LOW Date Received: 08/13/94

X Moisture: not dec.

GC Column: CAP ID: 0. 530 (mm)

Soil Extract Volume:

CAS NO.

(uL)

COMPOUND

Date Analyzed: 08/18/94

Dilution Factor: 1.0

Soil Aliquot Volume:

CONCENTRATION UNITS:<ug/L or ug/Kg) UG/L Q

S 74-87-3———————Ch loromethane________! 74-83-9————————Bromomethane_________! 75-01-4———————Vinyl Chloride_______S 75-OO-3———————Chloroethane_________• 75-09-2———————Methylene Chloride____! 67-64-1———————Acetone______________i 75-15-0———————Carbon Disulfide______• 75-35-4———————1* 1-Dich loroethene____• 75-34-3———————1» 1-Dich loroethane____I 156-60-5——————Trans-11 2-Dichloroethene.S 156-59-2——————Cis-li 2-Dichloroethene5 67-66-3———————Chloroform_____________! 107-06-2——————1, 2-Dichloroethane______S 78-93-3————————2-Butanone______________! 71-55-6———————1, 1. 1-TrichloroethaneJ 56-23-5———————Carbon Tetrachloride____• 75-27-4———————Bromodich loromethane____S 78-87-5————————li 2-Dichloropropane_____I 10061-01-5—————cis-l« 3-Dichloropropene\ 79-01-6———————Trichloroethene_________I 124-48-1——————Dibromoch loromethane____S 79-00-5———————1, 1. 2-Trichloroethane! 71-43-2———————Benzene_______________• 10061-02-6————trans-1.3-Dichloropropene.! 75-25-2———————Bromoform______________5 108-10-1——————4-Methyl-2-Pentanone____! 591-78-6——————2-Hexanone_____________! 127-18-4———————Tetrach loroethene_______! 79-34-5———————li 1* 2. 2-Tetrachloroethane.! 1O8-88-3———————Toluene________________! 108-90-7———————Chlorobenzene__________! 100-41-4——————Ethylbenzene___________! 100-42-5——————Styrene________________I 1330-20-7——————Xylene (total)__________5______________________________________

FORM I VOA

22220.2222222O

222222222222222222222

1:u:u:u;u

3IBJ:u:u;u:u!U!U;u!U!U:u:u;u:u!U:u:u!U:u!U!U:usu:u!U:uiUtu!U:u

(uL)

3/9O

Page 86: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

IEVOLATILE ORGANICS ANALYSIS DATA SHEET

TENTATIVELY IDENTIFIED COMPOUNDS

EPA SAMPLE NO.

i MW4BLab Name: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERY ! _____

Case No. : FD12O3 SAS No. : SDG No. :

Matrix: (soi1/water) WATER

Sample ut/vol: 25.0 <g/mL> ML

Level: (lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID:

Soil Extract Volume:

Number TICs found: 2

O. 530 (mm)

(uL)

Lab Sample ID: 108180

Lab File ID: K3746

Date Received: O8/13/94

Date Analyzed: 08/18/94

Dilution Factor: 1.0

Soil Aliquot Volume: (uL)

CONCENTRATION UNITS:(ug/L or ug/Kg) UO/L

CAS NUMBER

1.2. 556672

COMPOUND NAME

UnknounCy c lotetrasi loxane. octameth

11 RT

! 20. 75! 27. 321

EST. CONC.

41

Q

JBJ

FORM I VOA-TIC 3/90

Page 87: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

1AVOLATILE ORGANICS ANALYSIS DATA SHEET

_.jb Name: CAMBRG

Lab Code: CAMBRG

EPA SAMPLE NO.

MW4C

Case No. : FD12O3

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: (lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID: O.53O (mm)

Soil Extract Volume:

CAS NO.

(uL)

COMPOUND

Contract: MONTGOMERY !_________

SAS No. : SDG No. :

Lab Sample ID: 108181

Lab File ID: K3747

Date Received: 08/13/94

Date Analyzed: 08/18/94

Dilution Factor: 1.0

Soil Aliquot Volume:

CONCENTRATION UNITS:<ug/L or ug/Kg) UG/L Q

(uL)

s

« "7*4 f\n *a— ___1 75-09-2 —————! 67-64-1 —— ——J 75-15-O —————

i / w*r wS 156-60-5 ————

! 67-66-3 —— ——1 107-06-2 ————» "7CJ O*3 *3— _ _

! 71-55-6 —————1 fc/O KW V

1 / fc/ K / *t

S 10061-01-5 ——• 7O rt1 A— — — —

• "7o_r»r> ^_____1 T1— A*3— O ___ —

! 10061-02-6 ——

! 1 f\O 1 f\ 1 __— _' *4O1 _~7Q A___ _i W7 A / w O

1 / v O*r \s1 4 r\Q QQ *3

1 100-42-5 ————

{

—— Chl or ome thane—— Bromome thane—— Vinyl Chloride—— Chl or oe thane—— Methylene Chloride—— Acetone—— Carbon Disulfide—— 1* 1-Dichloroethene—— li 1-Dichloroethane—— Trans-l» 2-Dichloroethene—— Cis-1* 2-Dichloroethene—— Chloroform—— 1» 2-Dich loroethane—— 2-Butanone—— 1« 1* 1-Tr ich loroethane—— Carbon Tetrachloride—— Bromodichloromethane—— 1» 2-Dich loropropane—— cis-li 3-Dichloropropene—— Tr ichloroethene—— Dibromochloromethane—— 1* 1* 2-Trichloroethane—— Benzene—— trans-l» 3-Dichloropropene ___—— Bromof orm—— 4-Methyl-2-Pentanone—— 2 Hexanone—— Tetrachloroethene—— li 1, 2.1 2-Tetrachloroethane ___— —To 1 uene—— Chlorobenzene—— Ethy 1 benzene—— Sturene—— Xylene (total)

20.22222122222222O.22222222222222

i•!U:u;ui..• j

5 1 D 1I O-Ji OIU:uIUIUuIUIUIUl i t1 V

:u:ui i ii UIU

4IJIUiU:u!UIUiU:uIUIUIUIU:u:u!Ui

FORM I VOA 3/90

Page 88: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

IEVOLATILE ORGANICS ANALYSIS DATA SHEETTENTATIVELY IDENTIFIED COMPOUNDS

ERA SAMPLE NO.

Lab Name: CAMBRG

Lab Code: CAMBRG

MW4CContract: MONTGOMERY I___

Case No. : FD12O3 SAS No. : SDG No. :

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: (lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID:

Soil Extract Volume:

Number TICs found: 2

O.530 (mm)

(uL)

Lab Sample ID: 108181

Lab File ID: K3747

Date Received: 08/13/94

Date Analyzed: OS/18/94

Dilution Factor: 1. 0

Soil Aliquot Volume: (uL)

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L

:5 CAS NUMBER• ================I 1. 5410591 2. 556672

!! COMPOUND NAMEJ ============:==:==============

! Cyc lotr isi loxane. hexamethyl!Cyc lotetrasi loxane. octameth8

II RT| ========

5 20. 72S 27. 34!

EST. CONC.==:===========

41

; ;: Q ;j ===== »:BJ!BJ !! !

FORM I VOA-TIC 3/90

Page 89: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

1AVOLATILE ORGANICS ANALYSIS DATA SHEET

EPA SAMPLE NO.

MW5DName: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERY

Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soil/water) WATER

Sample ut/vol: 25. O (g/mL) ML

Level: (lou»/med> LOW

X Moisture: not dec.

GC Column: CAP ID: O. 530 (mm)

Soil Extract Volume:

CAS NO.

(uL)

COMPOUND

Lab Sample ID: 108173

Lab File ID: K3719

Date Received: O8/13/94

Date Analyzed: 08/16/94

Dilution Factor: 1.0

Soil Aliquot Volume:

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L Q

74-87-3———————Ch 1 or ome thane________74-83-9————————Bromome thane_________75-01-4———————Vinyl Chloride_______75-OO-3———————Ch loroethane_________75-09-2———————Methylene Chloride____67-64-1———————Ac etone______________75-15-0———————Carbon Disulfide______75-35-4———————1. 1-Dichloroethene____75-34-3———————If 1-Dich loroethane____156-60-5———————Trans-li 2-Dichloroethene.156-59-2———————Cis-11 2-Dich 1 oroethene___67-66-3———————C h 1 or o f or m_____________107-06-2———————1. 2-Dichloroethane______78-93-3————————2-B u t an on e______________71-55-6———————I, 1, 1-Trichloroethane___56-23-5———————Carbon Tetrachloride____75-27-4———————Br omo d i c h 1 or ome t h an e____78-87-5———————If 2-Di ch loropropane_____1O061-01-5—————cis-li 3-Dichloropropene__79-O1-6———————Tr ichloroethene_________124-48-1——————Dibromochloromethane____79-OO-5———————li If 2-Trichloroethane___71 -43-2———————Ben 2 e n e _______________10061-02-6————trans-lf 3-Dichloropropene.75-25-2———————Br omo f orm______________108-10-1——————4-Methyl-2-Pentanone____591 -78-6———————2-He x a n on e______________127-18-4———————Tetrachloroethene_______79-34-5————————li 1, 3* 2-Tetrachloroethane.108-88-3——————To 1 u en e________________108-90-7——————Ch 1 or ob en z ene__________100-41-4——————Ethylbenzene___________1OO-42-5——————Styrene________________133O-2O-7——————Xylene (total)__________

2222232222222222222222222222222222

I!UIUiU;uiuIB!U!U!U!U!UiU!U:u!UiUiUIU!UIUtuIU:u!U:u:u;u:u:u:uiuiuiuiui

(uL)

FORM I VGA 3/90

Page 90: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

IEVOLATILE ORGANICS ANALYSIS DATA SHEETTENTATIVELY IDENTIFIED COMPOUNDS

EPA SAMPLE NO.

MW5D^b Name: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERY !___

Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soi1/uater> WATER

Sample ut/vol: 25.0 (g/mL> ML

Level: (lou/med) LOW

X Moisture: not dec.

GC Column: CAP ID:

Soil Extract Volume:

Number TICs found: 2

O. 530 (mm)

(uL)

Lab Sample ID: 108173

Lab File ID: K3719

Date Received: O8/13/94

Date Analyzed: 08/16/94

Dilution Factor: 1.0

Soil Aliquot Volume: (uL)

CONCENTRATION UNITS:<ug/L or ug/Kg) UG/L

CAS NUMBER========:======= =

1. 5410592. 556672

\\ COMPOUND NAME: j =======::=======•=====:====:=== = =

ICyclotrisi loxane< hexamethylICyclotetrasiloxane* octameth1

RT========:

20. 7227. 34

EST. CONC.==s=sss=a=ai=sssss===

51

ii Q 15 ===== j:BJ i!J i1 i

FORM I VOA-TIC 3/90

Page 91: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

1AVOLATILE ORGANICS ANALYSIS DATA SHEET

EPA SAMPLE NO.

i MW7D<jb Name: CAMBRG

Lab Code: CAMBRG Case No. : FD1203

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: (lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID: 0. 530 (mm)

Soil Extract Volume:

CAS NO.

(uL)

COMPOUND

Contract: MONTGOMERY !__________

SAS No. : SDG No. :

Lab Sample ID: 108186

Lab File ID: K3757

Date Received: 08/13/94

Date Analyzed: 08/19/94

Dilution Factor: 1.0

Soil Aliquot Volume:

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L Q

(uL)

!i /H o/ %j

\ 75-01-4 —————J 75-00-3 —————• / 3 \J 7 Cfc

! 67-64-1 —————! 75-15-0 —————! 75-35-4 —————• T^_*a/l O— .

! 156-60-5 ————! 156-59-2 ————

• TO— 0*3 *a_ _! 71-55-6 —————i ^O ew w

! 10061-01-5 ——1 79-01-6 —————

! 79-00-5 —————1 71-43-2 —————t iwVOl V/«£ O• "7 — O«4— ?3 — — — —

1 108-10-1 ————! ^Q 1 _~7Q_-/._ _

i i & / A o *?• 7Q— 'JA ^_ ________t / T O*r »/

t f O O/% *7

J 100-41-4 ————! 100-42-5 ————1 1330-2O-7 ———J

—— Ch 1 or ome thane—— Bromome thane—— Vinul Chloride—— Ch 1 or oe thane—— Methglene Chloride—— Acetone—— Carbon Disulfide—— li 1-Dichloroethene—— 1> 1-Dichloroethane—— Trans-l» 2-Dichloroethene ____—— Cis-l» 2-Dichloroethene—— Chloroform—— 1* 2-Dichloroethane

—— 1» 1» 1-Tr ichloroethane—— Carbon Tetrach lor ide—— Bromod ich lor ome thane—— 1. 2-Dichloropropane—— cis-li 3-Dichloropropene—— Trichloroethene—— Dibromoch lor ome thane—— 1> 1> 2-Trichloroethane—— Benzene—— trans-l» 3-Dichloropropene ___

—— 4-Methvl-2-Pentanone—— 2 Hexanone—— Tetrachloroethene—— 1» 1* 2i 2-Tetrachloroethane ___—— Toluene—— Chlorobenzene—— Ethul benzene—— Sturene—— Xulene (total)

2O

221220.22522102222242222222222222

! 2I

1:u!U:u:u;BJ!U:u

2!J!U:ui:utui!U!U:u:uIUi:u!U!U:u:u:u:u:u:u:uIUIU:uIU!

FORM I VOA 3/90

Page 92: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

IEVOLATILE ORGANICS ANALYSIS DATA SHEET

TENTATIVELY IDENTIFIED COMPOUNDS

Lab Name: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERY ___

Case No. : FD1203 SAS No. : SDG No. :

ERA SAMPLE NO.

! MW7D!______

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: (lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID: 0. 530 (mm)

Soil Extract Volume: <uL)

Number TICs found:

Lab Sample ID: 108186

Lab File ID: K3757

Date Received: 08/13/94

Date Analyzed: 08/19/94

Dilution Factor: 1.0

Soil Aliquot Volume: (uL)

CONCENTRATION UNITS:<ug/L or ug/Kg) UG/L

!IS==11«

CAS NUMBER5=S= = = SS=== = = = = SB

1. 5410592. 556672

{! COMPOUND NAME

= J ============================ICycltrisiloxane. hexamethyl-! Cyc lotetrasi loxane> octamethI

I\ RT} ========S 20. 70! 27. 32

EST. CONC.=============

41

\ \1 Q5 =====:BJ!BJ1I

FORM I VOA-TIC 3/90

Page 93: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

1AVOLATILE ORGANICS ANALYSIS DATA SHEET

EPA SAMPLE NO.

MW8Di_ab Name: CAMBRG

Lab Code: CAMBRG Case No. : FD12O3

Matrix: (soil/mater) WATER

Sample ut/vol: 25.0 <g/mL) ML

Level: (lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID: 0.530 (mm)

Soil Extract Volume:

CAS NO.

<uL)

COMPOUND

Contract: MONTGOMERY !_________

SAS No. : SDG No. :

Lab Sample ID: 108174

Lab File ID: K3720

Date Received: 08/13/94

Date Analyzed: O8/16/94

Dilution Factor: 1.0

Soil Aliquot Volume:

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L Q

I5 74-87-3———————Ch 1 oromethane________74-83-9———————Bromome thane_________75-01-4———————Vinyl Chloride_______75-00-3———————Ch 1 or o e t h ane_________75-09-2———————Methylene Chloride____67-64-1 ———————Ac e tone_____________75-15-O———————Carbon Disulfide______75-35-4———————1« 1-Dichloroethene____75-34-3————————1> 1-Dich loroethane____156-6O-5——————Trans-1f 2-Dich 1 oroethene.156-59-2——————Cis-lf 2-Dichloroethene___67-66-3———————C h 1 or o f orm_____________107-06-2——————li 2-Dichloroethane______78-93-3————————2-B u t an one______________71-55-6———————I. 1, 1-Trichloroethane___56-23-5———————Carbon Tetrach 1 oride____75-27-4———————Bromod ich loromethane____78-87-5———————If 2-Dichloropropane_____10061-01-5—————cis-l» 3-Dichloropropene__79-01 -6———————Tr i c h 1 or o e t h en e_________124-48-1——————Dibromochloromethane____79-00-5———————1, 1, 2-Tr ich loroethane___71-43-2———————Benzene________________10061-02-6————trans-l» 3-Dichloropropene.75-25-2————————Br omo form______________1O8-10-1——————4-Methyl-2-Pentanone____591-78-6———————2-Hexanone______________127-18-4——————Tetrachloroethene_______79-34-5———————If If 2f 2-Tetrachloroethane.108-88-3——————Toluene_______________108-90-7——————Ch 1 or ob en z ene__________100-41-4——————Eth y 1 b en z ene___________100-42-5——————S t y r en e_______________1330-20-7——————Xylene <total)__________

2222232222

\iu:u!Utu:uIB!U:u!U!U

0. 6IJ2222222222222222

!UIUIU!UIUIUIUIUIUIUIUIU;u:u:u:u

O. 6IJ222222

:u!Uiuiu:u:ui

<uL)

FORM I VGA 3/9O

Page 94: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

IEVOLATILE ORGANICS ANALYSIS DATA SHEET

TENTATIVELY IDENTIFIED COMPOUNDS

EPA SAMPLE NO.

MW8D__«b Name: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERY I

Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL> ML

Level: (lou/med) LOW

Z Moisture: not dec.

GC Column: CAP ID:

Soil Extract Volume:

Lab Sample ID: 108174

Lab File ID:

Date Received:

K3720

O8/13/94

0. 530 (mm)

(uL)

Number TICs found:

Date Analyzed: 08/16/94

Dilution Factor: 1.0

Soil Aliquot Volume: (uL)

CONCENTRATION UNITS:<ug/L or ug/Kg> UG/L

] 2] CAS NUMBER ',2 ================ jJ 1. 541057 !i 2. 556672 1! 1

COMPOUND NAME3=SB=ssB5====s=====s5ai==s=s==s=====s!a::

Cyclotrisi loxane. hexamethylCyc lotetrasi loxane* octameth

S! RTi ========S 20. 70! 27. 32I

EST. CONC.=============

21

Q=====JJ

FORM I VOA-TIC 3/9O

Page 95: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

1AVOLATILE ORGANICS ANALYSIS DATA SHEET

Lab Name: CAMBRG

EPA SAMPLE NO.

! MW9BContract: MONTGOMERY

Lab Code: CAMBRG Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soil/water) WATER

Sample wt/vol: 25.0 (g/mL) ML

Level: (lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID: O. 530 (mm)

Soil Extract Volume:

CAS NO.

(uL)

COMPOUND

Lab Sample ID: 108171

Lab File ID: K3717

Date Received: 08/13/94

Date Analyzed: 08/16/94

Dilution Factor: 1. 0

Soil Aliquot Volume:

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L Q

74-87-3———————Ch 1 or omethane________74-83-9———————Bromome thane_________75-01-4———————Vinyl Chloride_______75-00-3———————Chl or oe thane_________75-09-2———————Me t h y lene Chl or id e____67-64-1———————Ac et one______________75-15-0———————Carbon Disulfide_____75-35-4———————li 1-Dichloroethene____75-34-3———————I, 1-Dichloroethane____156-60-5———————Trans-1» 2-Di c h 1 or oe th ene.156-59-2———————Cis-l,2-Dichloroethene_1_67-66-3———————Ch 1 or o form_______________1O7-06-2——————1* 2-Di ch lor oe thane______78-93-3————————2-Butanone______________71-55-6———————1, 1, 1-Trichloroethane___56-23-5———————Carbon Tetrach 1 oride____75-27-4———————Bromodich loromethane____78-87-5———————li 2-Dichloropropane_____1O061-01-5—————cis-l» 3-Dichloropropene__79-01-6———————Trichloroethene_________124-48-1——————Dibromoc hi or omethane____79-00-5———————1. 1* 2-Trichloroethane___71-43-2———————Benzene________________10061-02-6————trans-li3-Dichloropropene.75-25-2———————Br omo f or m___________________108-10-1——————4-Methyl~2-Pentanone____591-78-6———————2-Hexanone______________127-18-4——————Tetrachloroethene_______79-34-5———————1> 1» 2» 2-Tetrach loroethane.108-88-3———————To 1 u ene________________108-90-7——————Ch 1 or ob en z ene__________1OO-41-4——————Ethylbenzene___________1OO-42-5———————Sty r en e________________1330-20-7—————Xylene (total)_________

22422

I:u:ui;u!U

0. 6!BJ0. 4IJ622

3802222222252222222

J:uiIEIUIUIU:u:uIU:u:uiIU:u:u:u!U:u

O. 4!222222

!U:uIU:u:uIUi

(uL)

FORM I VOA 3/90

Page 96: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

IEVOLATILE ORGANICS ANALYSIS DATA SHEETTENTATIVELY IDENTIFIED COMPOUNDS

EPA SAMPLE NO.

MW9B. b Name: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERY I

Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: (lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID:

Soil Extract Volume:

Number TICs found: 1

0. 530 (mm)

(uL)

Lab Sample ID: 108171

Lab File ID: K3717

Date Received: OS/13/94

Date Analyzed: 08/16/94

Dilution Factor: 1.0

Soil Aliquot Volume: (uL)

CONCENTRATION UNITS:<ug/L or ug/Kg) UG/L

It GAS NUMBERI =============I 1. 556672J________

! COMPOUND NAME RT I EST. CONC. !:==={================= ===========J ========)== ====== =====J=====

ICyc lotetrasiloxane, octameth! 27.29 i! ________________________ S _______ I

IJI

FORM I VOA-TIC 3/90

Page 97: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

1AVOLATILE ORGANICS ANALYSIS DATA SHEET

EPA SAMPLE NO.

MW9BDLi_ab Name: CAMBRG Contract: MONTGOMERY !________

Lab Code: CAMBRG Case No. : FD12O3 SAS No. : SDG No. :

Matrix: (soil/uater) WATER Lab Sample ID: 108171DL

Sample ut/vol: 25.0 (g/mL) ML Lab File ID: K3728

Level: (lou/med) LOW Date Received: 08/13/94

7. Moisture: not dec.

GC Column: CAP ID: O. 530 (mm)

Soil Extract Volume:

CAS NO.

<uL)

COMPOUND

Date Analyzed: 08/17/94

Dilution Factor: 10.0

Soil Aliquot Volume:

CONCENTRATION UNITS:(ug/L or ug/Kg> UG/L Q

74-87-3———————Chloromethane___________74-83-9———————Bromome thane___________75-01-4———————Vinyl Chloride__________75-OO-3———————Chloroethane___________75-09-2———————Meth y 1 ene Ch 1 or i de______67-64-1———————Acetone________________75-15-0———————Carbon Disulfide______'75-35-4———————1, 1-Dichloroethene______75-34-3———————1, 1-Dichloroethane______156-60-5———————Trans-l» 2-Dichloroethene_156-59-2——————Cis-1, 2-Dich loroethene___67-66-3———————C h 1 or o f or m_____________107-06-2——————1, 2-Dichloroethane______78-93-3————————2-B u t an one______________71-55-6———————1. 1, 1-Trichloroethane___56-23-5———————Carbon Te trac h 1 or i d *____75-27-4———————Bromodichloromethane____78-87-5———————1» 2-Dich 1 oropropane_____10061-01-5—————cis-li3-Dichloropropene__79-01-6———————Trich loroethene_________124-48-1——————Dibromoch lor ome thane____79-OO-5———————1, 1, 2-Trichloroethane___71-43-2———————Benzene________________10O61-02-6—————trans-1* 3-Dichloropropene.75-25-2———————Bromof orm______________108-10-1——————4-Methyl-2-Pentanone____591 -78-6——————2-He x an on e_____________127-18-4——————Te trac h loroethene_______79-34-5———————li It 2, 2-Tetrachloroethane.108-88-3——————To 1 u e n e________________108-90-7———————Ch 1 or ob en z ene___________10O-41-4——————Ethyl benzene___________1OO-42-5———————S t y r e n e________________1330-20-7—————Xylen* (total)_________

20205

2O519205202

38O2O2O2O20202020206202O202020202020202020202020

!U!UiJ:uIBJ1BJ:u!JiUIJ!B!UiUIU!UIUIUIUIUIJIUIU!U:u:u!U:u:u:u:uIU:uIU:u

(uL)

FORM I VOA 3/90

Page 98: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

IEVOLATILE ORGANICS ANALYSIS DATA SHEETTENTATIVELY IDENTIFIED COMPOUNDS

EPA SAMPLE NO.

MW9BDL^b Name: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERY !____

Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: (lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID: 0. 530 (mm)

Soil Extract Volume: (uL)

Number TICs found:

Lab Sample ID: 108171DL

Lab File ID: K3728

Date Received: 08/13/94

Date Analyzed: 08/17/94

Dilution Factor: 10. 0

Soil Aliquot Volume: (uL)

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L

! CAS NUMBERJ ================I 1. 541059t 2. 556672J

! COMPOUND NAMEI ============================iCyclotrisiloxanei hexamethyliCyclotetrasiloxanei octameth

\ RTj ========! 20. 74! 27. 32J

EST. CONC. ! Q============= j =====

40 :BJ10 !J

FORM I VOA-TIC 3/90

Page 99: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

1AVOLATILE ORGANICS ANALYSIS DATA SHEET

ERA SAMPLE NO.

\I MW9C

Lab Name: CAMBR6

Lab Code: CAMBRG

Contract: MONTGOMERY I

Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soil/uater) WATER

Sample ut/vol: 25.0 (g/mL> ML

Level: (lou/med) LOW

Lab Sample ID: 108176

Lab File ID: K3722

Date Received: 08/13/74

Z Moisture: not dec.

GC Column: CAP ID: 0. 530 (mm)

Soil Extract Volume:

CAS NO.

(uL)

COMPOUND

Date Analyzed: 08/16/94

Dilution Factor: 1. O

Soil Aliquot Volume:

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L Q

(uL)

-Chloromethane_-Bromomethane__-Vinyl Chloride.-Chloroethane__Methylene Chloride.Acetone__________Carbon Disulfide______1»1-Dichloroethene____1,1-Dichloroethane____Trans-l» 2-Dichloroethene.Cis-l» 2-Dichloroethene_Chloroform_________________

74-87-3—————74-83-9————75-01-4—————75-00-3————75-09-2—————67-64-1————75-15-O————75-35-4—————75-34-3————156-60-5————156-59-2————67-66-3————107-06-2————78-93-3—————71-55-6—————56-23-5—————75-27-4————78-87-5————10061-01-5——79-01-6—————124-48-1———79-00-5—————71-43-2—————10061-02-6——75-25-2—————108-10-1———591-78-6————127-18-4————79-34-5—————108-88-3———— ______108-90-7——————Ch 1 or ob en z ene100-41-4——————Ethylbenzene_I100-42-5——————Styrene_____1330-20-7—————Xylene (total)

1» 2-Dichloroethane2-Butanone_________1. 1. 1-Trichloroethane.Carbon Tetrachloride_Bromodichloromethane_1.2-Dichloropropane.ci*-l»3-Dichloropropene.Trichloroethene_________-Dibromochloromethane_-1. 1. 2-Trichloroethane.-Benzene____________trans-l» 3-Dichloropropene.Bromoform_____________4-Methy1—2-Pentanone.2-He xanone_________-Tetrachloroethene_______-li 1* 2» 2-Tetrachloroethane.-Toluene_______________

22

IIUIU

1500 IE2242

IUIUIBIU

120 fc;0. 61J

17 I150 £2 IU

IU!UIUIUIUIUIU

2222222

380 IE2213222222

IUIUIIUIUIUIUIU:u

0. 51J2 IU0. 61J2 IU1 IJY

I $0478FORM I VOA 3/9O

Page 100: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

IEVOLATILE ORGANICS ANALYSIS DATA SHEETTENTATIVELY IDENTIFIED COMPOUNDS

ERA SAMPLE NO.

!! MW9C

_ab Name: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERY !____

Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL> ML

Level: <loui/med> LOW

7. Moisture: not dec.

GC Column: CAP ID:

Soil Extract Volume:

Number TICs found: 0

0. 530 (mm)

<uL)

Lab Sample ID: 108176

Lab File ID: K3722

Date Received: 08/13/74

Date Analyzed: 08/16/94

Dilution Factor: 1.0

Soil Aliquot Volume: (uL)

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L

I\ CAS NUMBERj =========I________

COMPOUND NAME RT I EST. CONC. !

FORM I VOA-TIC

304793/90

Page 101: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

1AVOLATILE ORGANICS ANALYSIS DATA SHEET

Lab Name: CAMERG

Lab Code: CAMBRG Case No.: FD1203

Matrix: (soil/water) WATER

Sample u»t/vol: 25.0 <g/mL) ML

Level: (lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID: 0. 530 (mm)

Contract: MONTGOMERY

ERA SAMPLE NO.

! MW9CDLI________

Soil Extract Volume:

CAS NO.

(uL>

COMPOUND

SAS No. : SDG No. :

Lab Sample ID: 10B176DL

Lab File ID: K3738

Date Received: 00/13/74

Date Analyzed: 08/17/94

Dilution Factor: 100.0

Soil Aliquot Volume:

CONCENTRATION UNITS:(ug/L or ug/Kg> UG/L Q

74-87-3———————C h 1 or ome t h an e__________74-83-9———————Bromome thane___________75-01-4———————Vinyl Chloride_________75-00-3———————Chloroethane___________75-09-2———————Me t h y lene Chlorid e______67-64-1———————Acetone_______________75-15-0———————Carbon Disulfide_______75-35-4———————1, 1 -Di c h 1 or oe t h ene______75-34-3———————1* 1-Dichloroethane______156-60-5——————Trans-1» 2-Di c h 1 or o e th ene_156-59-2——————Cis-l,2-Dichloroethene__67-66-3———————C h 1 or o form____________107-06-2—————— 1, 2-Dichloroethane______78-93-3————————2-Butanone______________71-55-6———————!• If 1-Trichloroethane___56-23-5———————Carbon Tetrach 1 oride____75-27-4———————Bromodichloromethane____78-87-5———————li 2-Dichloropropane_____10061-01-5————cis-l» 3-Dichloropropene__79-O1-6———————Trichloroethene________124-48-1——————Dibromochl or omethane____79-OO-5———————1, 1. 2-Trichloroethane___71 -43-2———————Ben z ene________________10061-02-6—————trans-l» 3-Dichloropropene.75-25-2———————Bromof orm_____________108-10-1——————4-Methyl-2-Pentanone____591 -78-6——————2-He x an on e_____________127-18-4——————Tetrach loroethene_______79-34-5———————it 1, 2. 2-Tetrachloroethane.108-88-3——————T o 1 u e n e _______________108-9O-7———————C hlorobenz ene___________100-41-4——————Ethylbenzene___________1OO-42—5———————Sty r en e ________________1330-20-7—————Xylene <total)_________

20020021002005620020016020020027002002002OO2OO20020020020O5802002OO20O2OO200200200200200200200200200200

\IU!U!!U!BJ:uIUIJ:u!UIBiUIUIUIUIUIUIUIUIIUIUIUIUIUIUIUIUIUIUIUIUIUIU

(uL)

FORM I VGA304803/90

Page 102: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

IEVOLATILE ORGANICS ANALYSIS DATA SHEETTENTATIVELY IDENTIFIED COMPOUNDS

EPA SAMPLE NO.

!! MW9CDL

i_ab Name: CAMDRG

Lab Code: CAMBRG

Contract: MONTGOMERY ! _____

Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: <lou/med> LOW

7. Moisture: not dec.

GC Column: CAP ID: 0. 530 (mm)

Soil Extract Volume:

Lab Sample ID: 108176DL

Lab File ID:

Date Received:

K3738

O8/13/94

(uL)

Number TICs found:

11 CAS•=====1 1.I

NUMBER===«===:===:=

11 COMPOUND{ =========:=:======:

• Unknownt

NAMEJ

RT J======== j

20. 74 J1

EST. CONC.

400

11 ••••«

IJ1

Q===•

Date Analyzed: 08/17/94

Dilution Factor: 100.0

Soil Aliquot Volume: (uL)

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L

FORM I VOA-TIC30481

3/90

Page 103: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

1AVOLATILE ORGANICS ANALYSIS DATA SHEET

Lab Name: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERY ____

Case No. : FD1203 SAS No. : SDG No. :

ERA SAMPLE NO.

! MW9DI______

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: (lou/med) LOW

TL Moisture: not dec.

GC Column: CAP ID: O. 530 (mm)

Soil Extract Volume:

CAS NO.

(uL)

COMPOUND

Lab Sample ID: 108172

Lab File ID: K3734

Date Received: 08/13/94

Date Analyzed: O8/17/94

Dilution Factor: 1.0

Soil Aliquot Volume:

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L Q

74-87-3———————Chloromethane__________74-83-7———————Bromome thane___________75-01-4———————Vinyl Chloride__________75-00-3———————Ch 1 or oe thane___________75-09-2———————Methylene Chloride______67-64-1———————Ac e tone________________75-15-0———————Carbon Bisulfide________75-35-4———————1. 1-Dichloroethene______75-34-3——————— 1,1-Dichloroethan e______156-60-5——————Trans-l» 2-Dichloroethen»_156-59-2——————Cis-l,2-Dichloroethene__67-66—3———————C h 1 or o f or m_____________107-06-2——————1,2-Dichloroethane______78-93-3———————2-B u t an on e____________71-55-6———————1, 1, 1-Trichloroethane___56-23-5———————Carbon Te tr a c h 1 or i d •____75-27-4———————Br omod i chloromethane____78-87-5———————1. 2-Di c h 1 or opr opane_____1O061—01-5————cis-li3-Dichloropropene_79-01 -6———————Tr ichloroeth en •_________124-48-1——————Dibromochloromethane____79-00-5———————It 1. 2-Trichloroethane___71-43-2———————Benzene_______________10061-02-6————trans-1* 3-Dichloropropene.75-25-2———————Bromof orm______________108-10-1———————4-Methyl-2-Pentanone____591-78-6——————2-He x an on e_____________127-18-4——————Tetrachloroethene_______79-34-5———————1» It 2, 2-Tetrachloroethane.108-88-3——————To 1 u en e_______________108-90-7——————C hlorobenz en e__________100-41-4——————Ethylbenzene___________100-42-5——————Sty r en e_______________1330-20-7—————Xylene (total)_________

2222222

I:u!Utu;uIU!U!U

0. 2!JIUIU

2212 IB22222222522222222222222

(uL)

IUIUIUIUIUIUIUIUIIUIUIUIUIUIUIUIUIU:uIUiuIU!u 30482

FORM I VOA 3/90

Page 104: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

IEVOLATILE ORGANICS ANALYSIS DATA SHEETTENTATIVELY IDENTIFIED COMPOUNDS

EPA SAMPLE NO.

MW9DLab Name: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERY !___

Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: (lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID:

Soil Extract Volume:

0. 530 (mm)

(uL)

Lab Sample ID: 108172

Lab File ID: K3734

Date Received: 08/13/94

Date Analyzed: 08/17/94

Dilution Factor: 1.0

Soil Aliquot Volume: (uL)

Number TICs found:CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L

CAS NUMBER===sss=ar=Ksa:sB=====ss

1. 5410592. 556672

COMPOUND NAME============================Cyclotrisiloxane* hexamethylCy c lotetrasi loxanei octameth

RT========

20. 7427. 31

EST. CONC.=============

51

1\ Q} =====!BJIJI

FORM I VOA-TIC30483

3/90

Page 105: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

1AVOLATILE ORGANICS ANALYSIS DATA SHEET

EPA SAMPLE NO.

Lab Name: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERYI TRIPBLK5________

Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: (lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID: O. 530 (mm)

Soil Extract Volume:

CAS NO.

(uL)

COMPOUND

Lab Sample ID: 108188

Lab File ID: K3736

Date Received: 08/13/94

Date Analyzed: 08/17/74

Dilution Factor: 1.0

Soil Aliquot Volume:

CONCENTRATION UNITS:(ug/L or ug/Kg> UG/L Q

74-87-3———————Chloromethane________74-83-9———————Bromome thane_________75-01-4———————Vingl Chloride_______75-00—3———————C hloroeth an e_________75-09-2———————Methylene Chloride____67-64-1———————Acetone_____________75-15-0———————Carbon Di sulf ide_____75-35-4———————1, 1-Dichloroethene____75-34-3———————1, 1-Dich loroethane____156-60-5——————Trans-1* 2-Dichloroethene.156-59-2——————C i s-1 * 2-D ichloroeth ene__67-66-3———————Ch 1 oroform______107-06-2———————1,2-Dich loroethane______78-93-3———————2-Butanone_____________71-55-6———————1, 1. 1-Trichloroethane___56-23-5———————Carb on Te tr a c h 1 or i d e____75-27-4———————Bromodichloromethane____78-87-5———————1> 2-Dichloropropane_____10061-01-5————cis-l» 3-Dichloropropene__79-01-6———————Tr ichloroeth ene________124-48-1——————Dibromochloromethane____79-00-5———————1, 1, 2-Trichloroethane___71 -43-2———————B e n z e n e_______________10061-02-6————trans-l» 3-Dichloropropene_75-25-2———————Br omo f orm______________108-10-1——————4-Methyl-2-Pentanone____591-78-6——————2-Hexanone____________127-18-4———————Tetrachloroethene_______79-34-5———————1, 1, 2, 2-Tetrachloroethane.108-88-3———————To 1 u en e________________108-90-7———————C hlorobenzen e___________100-41-4——————Ethyl benzene___________100-42-5——————Sty r ene_______________

)-20-7——————Xylene (total)__________

2222

IIUIUIUIU

0. 8IBJ22222222222222222222222222222

IUIU!UIUIUIUIUIU

IUIUIUIUIUIUIUIUIUIUIUIUI It

IUIUIUIUIUIUIUI

(uL)

FORM I VGA

Page 106: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

IEVOLATILE ORGANICS ANALYSIS DATA SHEETTENTATIVELY IDENTIFIED COMPOUNDS

EPA SAMPLE NO.

TRIPBLKLab Name: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERY !___

Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: (lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID: 0. 530 (mm)

Soil Extract Volume: (uL)

Lab Sample ID: 108188

Lab File ID: K3736

Date Received: 08/13/94

Date Analyzed: 08/17/94

Dilution Factor: 1.0

Soil Aliquot Volume: (uL)

Number TICs found:CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L

II CAS NUMBERI ================

1 1. 541059I 2. 556672

COMPOUND NAME============================Cyclotrisiloxanei hexamethylCyclotetrasi loxane* octameth

RT========2O. 7427. 29

EST. CONC.=============

41

Q=====BJJ

FORM I VOA-TIC

304853/90

Page 107: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

1AVOLATILE ORGANICS ANALYSIS DATA SHEET

Name: CAMBRG Contract: MONTGOMERY

ERA SAMPLE NO.

MW9BMS

Lab Code: CAMBRG Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soil/uater) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: (lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID: 0. 530 (mm)

Soil Extract Volume:

CAS NO.

(uL)

COMPOUND

Lab Sample ID: 108171MS

Lab File ID: K3732

Date Received: OS/13/94

Date Analyzed: OB/17/94

Dilution Factor: 10.0

Soil Aliquot Volume:

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L Q

74-87-3———————Chloromethane________74-83-9———————Bromome thane_________75-01-4———————Vinyl Chloride_______75-00-3———————Chl or oe thane_________75-O9-2———————Methylene Chloride____67-64-1 ———————Ac e tone______________75-15-0———————Carbon Disulfide______75-35-4———————1, 1-Di c h 1 or oe thene____75-34-3———————1, 1-Dichloroethane____156-60-5——————Trans-l» 2-Dichloroethene.156-59-2——————Cis-1, 2-Dichloroethene__67-66-3———————C h 1 or o form____________107-06-2——————1,2-Dichloroethane______78-93-3————————2-Butanone______________71-55-6———————1* 1, 1-Trichloroethane___56-23-5———————Carbon Tetrachloride____75-27-4———————Bromodichloromethane____78-87-5———————1, 2-Dichloropropane_____10061-01-5————cis-1* 3-Dichloropropene_79-01-6———————Tr i chl or oe thene________124-48-1——————Dibromoch lor ome thane____79-OO-5———————1, 1* 2-Trichloroethane___71-43-2———————Benzene________________10061-02-6—————trans-1. 3-Dichloropropene.75-25-2———————Bromof orm______________108-10-1——————4-Methyl-2-Pentanone____591-78-6——————2-Hexanone____________127-18-4——————Te t ra c h 1 or o e t h ene_______79-34-5———————1, li 2. 2-Tetrachloroethane.108-88-3——————To 1 uene_______________108-90-7——————Chlorobenzene___________100-41-4——————Ethylbenzene___________1OO-42-5———————Sty r en e________________1330-20-7—————Xylene (total)_________

202O420520495203

33020202O2O2020202011020201102O2020202020100110202O20

iIU!U!J!U!BJ!U!JIiU1JIB:u!UtuIUIUIUIUIUIIUIUIiUIU!UIUIUIUIIIUIUIUI

(uL)

30494FORM I VOA

I3/9O

Page 108: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

1AVOLATILE ORGANICS ANALYSIS DATA SHEET

ERA SAMPLE NO.

MW9BMSDLab Name: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERY l___

Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: (lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID: 0. 530 (mm)

Soil Extract Volume:

CAS NO.

(uL)

COMPOUND

Lab Sample ID: 10B171MSD

Lab File ID: K3733

Date Received: 08/13/94

Date Analyzed: 08/17/94

Dilution Factor: 10. O

Soil Aliquot Volume:

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L Q

74-87-3———————Chloromethane________74-83-9———————Bromome thane_________75-01-4———————Vinyl Chloride_______75-00-3———————Chl or oe thane_________75-09-2———————Me t h y lene Chl or id e____67-64-1———————Acetone_____________75-15-0———————Carbon Disulfide______75-35-4———————1, 1-Dich loroethene____75-34-3———————1, 1-Dich loroethane____156-60-5———————Trans-l» 2-Dich loroethene.156-59-2——————Cis-li 2-Dich loroethene67-66-3———————Ch lorof orm______________107-06-2——————1, 2-Dich loroethane______78-93-3———————2-Butanone_____________71-55-6———————1, 1, 1-Trichloroethane___56-23-5———————Carbon Tetrach 1 oride____75-27-4———————Bromodichlorornethane____78-87—5———————li 2-Dichloropropane_____1OO61-01-5—————cis-1. 3-Dichloropropene__79-01 -6———————Tr ichloroethen e________124-48-1——————Dibromochloromethane____79-OO-5———————1,1, 2-Tr ichloroet h an e___71 -43-2———————B e n z e n e _______________10061-02-6————trans-l« 3-Dichloropropene.75-25-2———————Bromoform_____________108-10-1——————4-Methyl-2-Pentanone____591-78-6——————2-Hexanone_____________127-18-4——————Tetrach loroethene_______79-34-5———————1, 1. 2* 2-Tetrachloroethane.108-88-3———————Toluene________________108-90-7——————Ch 1 or ob en z ene__________100-41-4——————Ethylbenzene__________100-42-5——————Sty r e n e_______________1330-20-7—————Xylene (total)_________

20202204292094202

3002020202020202020no2020100202020202O2011011020202O

IiUiUIJ:u!BJIBIU1IUIJIBIUIUIUIUiuIUIUIU1!UIU1IUIUIU:uIUIU1

1

IUIUIU1

(uL)

P0495FORM X VOA

i3/90

Page 109: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

1AVOLATILE ORGANICS ANALYSIS DATA SHEET

i_ab Name: CAMBRG

ERA SAMPLE NO.

! VBLK081694KContract: MONTGOMERY

Lab Code: CAMBRG Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: (lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID: O. 530 (mm)

Lab Sample ID: 6305-081594

Lab File ID: K3716

Date Received:

Date Analyzed: 08/16/94

Dilution Factor: 1. O

Soil Extract Volume:

CAS NO.

(uL>

COMPOUND

Soil Aliquot Volume:

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L

74-87-3———————Chloromethane________74-83-9———————Bromome thane_________75-01-4———————Vingl Chloride_______75-00-3———————C h 1 or o ethane_________75-09-2———————Methylene Chloride____67-64-1———————Ac e tone____________75-15-O———————Carbon Disulfide_____75-35-4———————1. 1-Dichloroethene____75-34-3———————I, 1-Dichloroethane____156-60-5———————Trans-l» 2-Dichloroethene156-59-2——————Cis-1,2-Dichloroethene_1_67-66-3———————Ch lor of orm____________107-O6-2———————i, 2-Dichloroethane______78-93-3———————2-B u t a none____________71-55-6———————1, 1, 1-Trichloroethane___56-23-5———————Carbon Tetrach 1 ori d•____75-27-4———————Bromodichloromethane____78-87-5———————1> 2-Dichloropropane_____1O061-01-5—————cis-1* 3-Dichloropropene__79-01 -6———————Tr ichloroethe n e________124-48-i———————Dibromochloromethane____79-OO-5———————li 1. 2-Trichloroethane___71-43-2———————Benzene______________10061-02-6————trans-l» 3-Dichloropropene.75-25-2———————Bromoform_____________108-10-1———————4-Methyl-2-Pentanone____591-78-6———————2-He xanone_____________127-18-4———————Te trac h loroethene_______79-34-5———————1, 1, 2, 2-Tetrachloroethane.108-88-3———————Toluene________________108-90-7——————Chlorobenzene__________100-41-4——————Ethylbenzene__________100-42-5——————Sty r en e_______________1330-20-7—————Xylene (total)_________

I!U:u:u!U

0. 4!J1 IJ

!UIUiUIU:u!U;u!U!U!UIUIUIUIUIUIUIUIUIUIU:u:u:uIUIUIUIUIU

2222222222222222222222222222

(uL)

I 30486FORM I VGA

I3/90

Page 110: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

IEVOLATILE ORGANICS ANALYSIS DATA SHEETTENTATIVELY IDENTIFIED COMPOUNDS

EPA SAMPLE NO.

I II I

! VDLK081694K !Lab Name: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERY !___

Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soil/uater) MATER

Sample ut/vol: 25.0 <g/mL> ML

Level: (lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID: O. 530 (mm)

Soil Extract Volume: (uL>

Number TICs found:

Lab Sample ID: 6305-081594

Lab File ID: K3716

Date Received:

Date Analyzed: 08/16/94

Dilution Factor: 1.0

Soil Aliquot Volume: (uL)

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L

IIII

CAS

1.

NUMBER===========541O59

I1

ICyc

COMPOUND

lotrisi loxane

NAME

i hexamethyl

RT=====20.

===•72 1

I

EST=====

. CONC.========

3

!!==!J1

1Q !====•

II

FORM I VOA-TIC30487

3/90

Page 111: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

1AVOLATILE ORGANICS ANALYSIS DATA SHEET

ERA SAMPLE NO.

sVBLK081794K I

_ab Name: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERY !___

Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soil/water) WATER

Sample ut/vol: 25. O (g/mL) ML

Level: (lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID: 0. 530 (mm)

Soil Extract Volume:

CAS NO.

(uL)

COMPOUND

Lab Sample ID: 6305-081594

Lab File ID: K3727

Date Received:

Date Analyzed: 08/17/94

Dilution Factor: 1.0

Soil Aliquot Volume: (uL)

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L Q

74-87-3———————Chl or ome thane___________74-83-9————————Bromome thane______________75-01-4———————Vinyl Chloride__________75-OO-3———————C h 1 or o e t h an e___________75-09-2———————Methylene Chloride______67-64-1———————Acetone________________75-15-0———————Carbon Disulf ide_______75-35-4———————1, 1-Dichloroethene______75-34-3———————1, 1-Dichloroethane______156-60-5———————Trans-li 2-Dichloroethene_156-59-2———————Cis-1, 2-Dichloroethene___67-66—3———————C h 1 or o form____________107-06-2——————1,2-Dichloroethane______78-93-3————————2-B u t a n on e______________71-55-6———————1, li l-Trichloroeth«ne___56-23-5———————Carbon Tetrachloride____75-27-4———————Bromodich lor ome thane____78-87-5———————1> 2-Dichloropropane_____1O061—01—5—————ci»-l» 3-Dichloropropene__79-01—6———————Tr i c h 1 or oe th ene_________124-48-1———————Dibromochloromethane____79-00-5———————1, 1, 2-Trichloroethane___71-43-2———————Benzene________________10061-02-6————trans-l» 3-Dichloropropene.75-25-2———————Bromoform_____________108-10-1——————4-Methyl-2-Pentanone____591-78-6——————2-Hexanone____________127-18-4——————Tetrachloroethene_______79-34-5———————1, 1, 2, 2-Tetrachloroethane.108-88-3———————To 1 u en e________________108-90-7——————Chlorobenzene_______________1OO-41-4——————Ethyl benzene___________100-42-5——————Sty r en e_______________1330-20-7—————Xylcne (total)_________

2 IU2 IU2 iU2 IU0. 5IJ152222

IIUIUIUIU

0. 3IJ22222222222222222222222

IUIUIU:uiuIUiuiuiuiuiuiuiuiu;uiuiu!Uiuiuiuiuiui

FORM I VOA_3b4883/90

Page 112: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

IEVOLATILE ORGANICS ANALYSIS DATA SHEETTENTATIVELY IDENTIFIED COMPOUNDS

EPA SAMPLE NO.

1 !S VBLKOB1794K !

Lab Name: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERY !___

Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: <lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID: 0. 530 (mm)

Soil Extract Volume: <uL>

Number TICs found:

Lab Sample ID: 6305-081594

Lab File ID: K3727

Date Received:

Date Analyzed: OB/17/94

Dilution Factor: 1.0

Soil Aliquot Volume: (uL)

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L

J! CAS NUMBER

i 1. 541059!

11 COMPOUND NAME

ICyclotrisilxanei hexamethyl-J

!RT !

======== •20. 72 I

J

! 1EST. CONC. I Q !

4 SJ !i :

FORM I VOA-TIC

304893/90

Page 113: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

1AVOLATILE ORGANICS ANALYSIS DATA SHEET

ERA SAMPLE NO.

t_ab Name: CAMBRG

Lab Code: CAMBRG

VBLK081894K !Contract: MONTGOMERY !___

Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: (lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID: 0. 530 (mm)

Soil Extract Volume: (uL)

Lab Sample ID: 6305-081594

Lab File ID: K3744

Date Received:

Date Analyzed: 08/18/94

Dilution Factor: 1.0

Soil Aliquot Volume: (uL)

CAS NO. COMPOUNDCONCENTRATION UNITS:(ug/L or ug/Kg) UG/L Q

/ fejw f75-01-4 —— -75-00-3 ———/ W WTr «

67-64-1 ———75-15-0 ———75-35-4 ———75-34-3 ———156-60-5 ——

67-66-3 —— -107-06-2 ——-TO O*3_ 1————— _

71-55-6 ———

10061-01-5-~7O_/11_£._ __

124-48-1 — -79-00-5 ———71-43-2 ———10061-02-6-

/T *3t S

100-41-4 ——100-42-5 ——1330-20-7—

———— Chloromethane———— Bromome thane• ———— Vinul Chloride———— Ch 1 or oe thane- ———— Methglene Chloride———— Acetone• ———— Carbon Disulfide———— 1> 1-Dich loroethene———— 1> 1-Dich loroethane———— Trans-lj 2-Dich loroethene———— Cis-li 2-Dichloroethene

———— 1> 2-Dichloroethane———— 2— B u t a n o n e———— 1. 1> 1— Trich loroethane———— Carbon Tetrachloride• ———— Bromodi Chloromethane———— 1* 2-Dichloropropane———— cis-1* 3-Dichloropropene- ———— Trich loroethene———— Dibromochloromethane———— 1< li 2-Trichloroethane———— Benzene———— trans-1. 3-Dichloropropene ___———— Bromof orm———— 4-Methy 1-2-Pentanone———— 2-Hexanone———— Tetrach loroethene• ——— 1< 1> 2> 2-Tetrachloroethane ___———— Toluene• ———— C h 1 or o b en z ene• ———— Et h y 1 b en z en*• ———— Sturene• ———— Xylene (total)

22220.22222222222222222222222222222

FORM I VOA

\:u:u!U:u

2IJjIUIUIUtu!U!U!UIU!UiuIUIUIUIU:u:uIUIUIU:uIUIU!UIU:u!Uiu ;IU 4t iJ0490

3/90

Page 114: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

IEVOLATILE OROANICS ANALYSIS DATA SHEETTENTATIVELY IDENTIFIED COMPOUNDS

EPA SAMPLE NO.

I VBLK081894K !Lab Name: CAMBRO

Lab Code: CAMBRO

Contract: MONTGOMERY \

Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: (lou/med) LOW

7. Moisture: not dec.

GC Column: CAP ID: 0. 530 (mm)

Soil Extract Volume: (uL)

Number TZCs found: 2

Lab Sample ID: 6305-081594

Lab File ID: K3744

Date Received:

Date Analyzed: 08/18/94

Dilution Factor: 1.O

Soil Aliquot Volume: (uL)

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L

1\ CAS NUMBERj ================: 1. 541059I 2. 556672

COMPOUND NAME============================Cyc lotr isi loxane/ hexamethylCyclotetrasiloxane* octameth

RT========20. 7227. 29

EST. CONC.=============

41

J1 Q| ===8==

IJ;j!

FORM I VOA-TIC

30491

3/90

Page 115: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

1AVOLATILE ORGANICS ANALYSIS DATA SHEET

EPA SAMPLE NO.

! VBLK081994K !t-ab Name: CAMBRG

Lab Code: CAMBRG

Contract: MONTGOMERY !

Case No. : FD1203 SAS No. :

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: (lou/med) LOW

% Moisture: not dec.

GC Column: CAP ID: 0. 530 (mm)

SDG No. :

Lab Sample ID: 6305-091594

Lab File ID: K3756

Date Received:

Date Analyzed: 08/19/94

Dilution Factor: 1.0

Soil Extract Volume:

CAS NO.

(uL)

COMPOUND

Soil Aliquot Volume:

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L

74-87-3———————Ch loromethane__________74-83-9———————Bromome thane___________75-01-4———————Vinyl Chloride________75-00-3———————C h 1 or o e t h ane___________75-O9-2———————Methylene Chloride_____67-64-1———————Acetone_______________75-15-0———————Carbon Disulf ide_______75-35-4———————1, 1-Dichloroethene_____75-34-3———————1* 1-Dichloroe thane_____156-60-5——————Trans-lf 2-Dichloroethen*.156-59-2———————Cis-1, 2-Dich 1 oroethene_'_67-66-3———————C h1or o f or m_____________107-06-2—————— 11 2-Dichloroethane______78-93-3———————2-Butanone_____________71-55-6———————1, li 1-Trichloroethane___56-23-5———————Car b on Te trac h 1 or i d e____75-27-4———————Bromodich loromethane____78-87-5———————1* 2-Dichloropropane_____10061-01-5—————cis-li3-Dichloropropene__79-01 -6———————Tr ichloroethene _________124-48-1——————Dibromochloromethane____79-OO-5———————1« if 2-Trichloroethane___71-43-2———————Ben z ene_______________10061-02-6————trans-li3-Dichloropropene.75-25-2———————Br omo f orm______________108-10-1——————4-Methyl-2-Pentanone____591-78-6———————2-Hexanone_____________127-18-4——————Te trach 1 or oe thene_______79-34-5———————1, 1, 2, 2-Tetrachloroethane.108-88-3——————To 1 u e n e________________1O8-90-7———————Chlorobenzene___________100-41-4——————Ethyl benzene__________100-42-5——————S t y r ene_______________1330-20-7—————Xylene (total)_________

IIUIUIUIU

0. 5IJ2 I

IUIUIUIUIUIUIUIU:uIU!UIUIUIUIUIU!UIUIUIU:uIU!U:uIUIUIUIU

2222222222222222222222222222

(uL)

IFORM I VOA 3/90

Page 116: Ms. Susan Hoff, EPA Region VII Date: September 23, 1994 · 2016. 8. 16. · Ms. Susan Hoff Page 4 September 23, 1994 exhibits a high degree of porosity, including a 3-foot void at

IEVOLATILE ORGANICS ANALYSIS DATA SHEETTENTATIVELY IDENTIFIED COMPOUNDS

Lab Name: CAMBRG

db Code: CAMBRG

EPA SAMPLE NO.

VBLK.081994KContract: MONTGOMERY !___

Case No. : FD1203 SAS No. : SDG No. :

Matrix: (soil/water) WATER

Sample ut/vol: 25.0 (g/mL) ML

Level: (lou/med) LOW

X Moisture: not dec.

GC Column: CAP ID:

Soil Extract Volume:

0. 530 (mm)

(uL)

Number TICs found:

Lab Sample ID: 6305-O81594

Lab File ID: K3756

Date Received:

Date Analyzed: 08/19/94

Dilution Factor: 1.0

Soil Aliquot Volume: (uL)

CONCENTRATION UNITS:(ug/L or ug/Kg) UG/L

1CAS NUMBER ! COMPOUND NAME

================ j ============================1. 541059 ICyclotrisiloxanei hexamethyl2. 556672 ! Cy c lotetrasi loxane* octameth

1

RT========20. 7227. 34

EST. CONC.=============

51

Q=====JJ

FORM I VOA-TIC304933/90