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Soil Vapor Extraction Pilot Test Bandera Road Ground Water Plume Site Leon Valley, Bexar County, Texas EPA Region 6 Remedial Action Contract 2 Contract: EP-W-06-004 Task Order: 0037-RICO-06TY Prepared for U.S. Environmental Protection Agency 1445 Ross Avenue Dallas, TX 75202-2733 Prepared by EA Engineering, Science, and Technology, Inc. 405 S. Highway 121 Building C, Suite 100 Lewisville, TX 75067 March 2011 Revision: 00 EA Project No. 14342.37

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Page 1: Soil Vapor Extraction Pilot Test Bandera Road Ground Water … · 2020-02-07 · SVE is an in-situ remedial process that physically separates vapor phase contaminants from soil by

Soil Vapor Extraction Pilot Test

Bandera Road Ground Water Plume Site Leon Valley, Bexar County, Texas

EPA Region 6 Remedial Action Contract 2

Contract: EP-W-06-004 Task Order: 0037-RICO-06TY

Prepared for

U.S. Environmental Protection Agency 1445 Ross Avenue

Dallas, TX 75202-2733

Prepared by

EA Engineering, Science, and Technology, Inc. 405 S. Highway 121 Building C, Suite 100 Lewisville, TX 75067

March 2011 Revision: 00

EA Project No. 14342.37

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EA Project No. 14342.37 Table of Contents, Page 1 of 1 EA Engineering, Science, and Technology, Inc. March 2011

CONTENTS Page

1. INTRODUCTION .................................................................................................................... 1

2. OBJECTIVE ............................................................................................................................. 1

3. SITE BACKGROUND INFORMATION ................................................................................ 1

4. SVE PILOT TEST PROCESSES ............................................................................................. 2

4.1 PERMIT BY RULE ............................................................................................................ 2 4.2 EQUIPMENT ..................................................................................................................... 2 4.3 PILOT TEST PROCEDURE .............................................................................................. 3

5. SVE PILOT TEST DATA ........................................................................................................ 3

6. SOIL VAPOR EXTRACTION PILOT TEST RESULTS ....................................................... 3

6.1 VADOSE ZONE SOIL RESULTS .............................................................................................. 4 6.2 AUSTIN CHALK TO VADOSE ZONE SOIL RESULTS ................................................................ 4 6.3 AUSTIN CHALK RESULTS ..................................................................................................... 5

7. REFERENCES ......................................................................................................................... 5

APPENDICES

Number

A Electronic Information

Title

A-1 Photo Log A-2 Well Construction Diagrams A-3 Analytical Data

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EA Project No. 14342.37 List of Tables/List of Figures, Page 1 of 2 EA Engineering, Science, and Technology, Inc. March 2011

LIST OF TABLES Number

Title

1 SVE Pilot Test Well Construction Summary 2 USGS-42 SVE Pilot Test Data 3 Extraction Rate Calculation for PCE at USGS-42

4 SB-103 SVE Pilot Test Data 5 Extraction Rate Calculation for PCE at SB-103 6 SB-204 SVE Pilot Test Data 7 Extraction Rate Calculation for PCE at SB-204 8 DW-408 SVE Pilot Test Data 9 Extraction Rate Calculation for PCE at DW-408

10 DW-415 SVE Pilot Test Data 11 Extraction Rate Calculation for PCE at DW-415 12 DW-404 SVE Pilot Test Data 13 Extraction Rate Calculation for PCE at DW-404 14 DW-414 SVE Pilot Test Data 15 Extraction Rate Calculation for PCE at DW-414

LIST OF FIGURES

Number

Title

1 Site Location Map 2 SVE Pilot Test Well Locations 3 Location of USGS-42 and Distances to Vacuum Monitoring Points 4 Location of SB-103 and Distances to Vacuum Monitoring Points 5 Location of SB-204 and Distances to Vacuum Monitoring Points 6 Location of DW-408 and Distances to Vacuum Monitoring Points 7 Location of DW-415 and Distances to Vacuum Monitoring Points 8 Location of DW-404 and Distances to Vacuum Monitoring Points 9 Location of DW-414 and Distances to Vacuum Monitoring Points

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EA Project No. 14342.37 Page 1 of 5 EA Engineering, Science, and Technology, Inc. March 2011

1. INTRODUCTION This document presents the Soil Vapor Extraction (SVE) Pilot Test performed by EA Engineering, Science, and Technology, Inc. (EA) at the Bandera Road Ground Water Plume Site (Site) located in Leon Valley, Bexar County, Texas. EA performed the SVE Pilot Test for the U.S. Environmental Protection Agency (EPA) Region 6 as part of Task Order No. 0037-RICO-06TY. SVE is an in-situ remedial process that physically separates vapor phase contaminants from soil by the application of a vacuum on the subsurface vadose zone. Conditions that may affect the efficiency of SVE include the depth to the aquifer, permeability, porosity, moisture content, and temperature. SVE is typically most effective with volatile contaminants of concern.

2. OBJECTIVE The purpose of this document is to present the results of the SVE pilot test and evaluate the potential for selecting SVE as a remedial alternative. The primary contaminants of potential concern (COPC) are chlorinated solvents related to dry cleaning facilities: tetrachloroethene (PCE), trichloroethene (TCE), dichloroethene (DCE), and vinyl chloride (VC). In this pilot test, the performance of SVE was evaluated for soil from 0 to 10-feet bgs as well as the underlying karst bedrock (i.e., Anacacho Limestone and Austin Chalk), which is typically found from 10 to 80-feet bgs. SVE depends largely on the characteristics of the formation. If the effective porosity is low, the flow of air will be ineffective in extracting volatile organic compounds (VOC). The objectives of the SVE pilot test were to evaluate:

1. Air flow in the vadose zone under vacuum pressure 2. Evidence of induced vacuum influence in nearby wells 3. Concentrations of primary COCs in effluent 4. Viability of SVE as a potential remedial alternative

3. SITE BACKGROUND INFORMATION The Site is located within the City of Leon Valley, which is in the northwestern section of San Antonio, Texas (Figure 1). The Site encompasses an area approximately 1 mile long by ½ mile wide. The plumes are in commercial/industrial areas with residential homes nearby. The Site includes releases and sources from at least two dry cleaning facilities. Soil gas results indicate the presence of source material in the soil beneath or near buildings and in the vadose zone bedrock above the Austin Chalk Aquifer. Migration in the vadose zone bedrock is primarily via fractures. Once contamination reaches the Austin Chalk

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EA Project No. 14342.37 Page 2 of 5 EA Engineering, Science, and Technology, Inc. March 2011

ground water, it is transported via secondary porosity (i.e., joints, faults, and solution features). Pore space diffusion is also present, although at a much slower rate. Site related contaminants have not migrated to deeper water bearing zones (i.e., Buda Limestone or Edwards Aquifer). Additional information is provided in the Remedial Investigation Report (EA 2011).

4. SVE PILOT TEST PROCESSES This section describes the SVE pilot test processes, including the permitting requirements, equipment utilized, and testing procedures. 4.1 PERMIT BY RULE Vapors extracted from the vadose zone during the pilot test were processed through granulated activated carbon (GAC). Subsequently, emissions were discharged under the Permit by Rule exemption for remediation activities per Texas Administrative Code (TAC) Title 30, Rule 106.533. As required, TCEQ Form 20122 (Regional Notification, Standard Permits/Permits by Rule Relocation Form) and the required attachments were submitted to the TCEQ Region 13 Office, Air Section in San Antonio, Texas as notification of the pilot testing activities. The City of Leon Valley, Texas also received TCEQ Form 20122 and attachments as notification. 4.2 EQUIPMENT The following equipment were utilized during the test: vacuum source, vacuum measurements, water level gauging, and emissions treatment and discharge. Pro-Act Services Corporation (Pro-Act) of Ludington, Minnesota was subcontracted to provide and operate the SVE pilot test equipment. Pro-Act operated a self-contained SVE remediation unit fitted with a 40 horsepower (hp) positive displacement pump capable of producing 500 cubic feet per minute airflow at 10-inches of mercury (Hg) vacuum (Photographic documentation is provided in Appendix A-1). Vacuum was controlled by the addition of ambient air using a valve open to the atmosphere, or by the use of a re-circulation loop that allowed vacuum to be regulated without the additional dilution air. The test well vacuum was measured at the wellhead in inches of Hg and inches of water. Vacuum transmission between the test well and nearby wells was measured using a digital manometer (Photographic documentation is provided in Appendix A-1). The water level was measured in the test well in response to the vacuum being applied. Vapors extracted from the vadose zone during the pilot test were processed through two trailer mounted 1,000 pound (lb.) vapor phase GAC units provided by Pro-Act (Photographic documentation is provided in Appendix A-1). Monitoring and sampling of the SVE emission was conducted using sampling ports connected to the inlet and outlet

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EA Project No. 14342.37 Page 3 of 5 EA Engineering, Science, and Technology, Inc. March 2011

of each GAC unit. Photo-ionization detectors (PIDs) were used to monitor the SVE emissions. Summa canister samples were also collected for laboratory analyses. 4.3 PILOT TEST PROCEDURE Pilot tests were performed in a stepwise fashion. Vacuum was increased incrementally in the test well, while the vacuum were measured in observation wells. Each vacuum step test lasted approximately 10 to 20 minutes; readings were recorded in approximate 10-minute intervals. Monitoring wells and soil vapor monitoring wells were utilized to determine if vacuum transmission was occurring in the vadose zone. Vacuum applied to the test well was increased until either the maximum vacuum capability of the test equipment was reached or until it was determined that increases in vacuum were not yielding either increased soil vapor flow or vapor concentrations from the test well. During the initial portion of the test on USGS-42, vacuum was controlled using the re-circulation loop on the SVE blower. However, this resulted in the blower overheating. Subsequently, the protocol was changed and dilution air was used to regulate the vacuum on the test well. After it had been determined the maximum vacuum had been reached, the SVE test continued during which total flow, soil vapor flow, vapor concentration, depth to water measurements, and vacuum readings were measured at 10-20 minute intervals. At the end of each test, samples of the SVE emissions were collected for laboratory analysis using a Summa canister.

5. SVE PILOT TEST DATA The SVE pilot test was conducted on five ground water monitoring wells (i.e., USGS-42, DW-408, DW-415, DW-404, and DW-414) and two shallow vapor-monitoring wells (i.e., SB-103 and SB-204). Ground water monitoring well locations are presented on Figure 2; shallow vapor monitoring wells are located near USGS-42. Well construction details are presented in Table 1 and well construction diagrams are presented electronically in Appendix A-2. For each of the seven pilot test wells, data are presented in tabular form. The extraction rate calculation for PCE using the summa canister data are provided in tabular form in Tables 3 through 15. Figures 3 through 9 depict the layout for each of the SVE pilot test wells.

6. SOIL VAPOR EXTRACTION PILOT TEST RESULTS The results are presented in context with the SVE pilot test objectives presented in Section 2.

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EA Project No. 14342.37 Page 4 of 5 EA Engineering, Science, and Technology, Inc. March 2011

The SVE pilot test results indicate that vapor flow within the vadose zone soil and Austin Chalk was achievable when placed under a vacuum. 6.1 Vadose Zone Soil Results Vadose zone soil well SB-103 was screened from approximately 5 to 9-feet bgs. The extracted vapor flow ranged from 66 to 70 standard cubic feet per minute (scfm) when applying vacuum up to 54 inches of water column (WC) (Table 4). Vacuum influence ranged from no measurable vacuum at 25 ft (SB-104) to 0.30 inches WC (SB-204) at 29-feet. Vacuum influence of 0.1 inches WC was observed at a distance of 50 feet (AB-105). The range of observed vacuum influence is an indication that there is significant air flow variability within the clay/caliche soil matrix. The calculated PCE concentration in the extracted vapors of 34.4 mg/m3 indicates that VOCs can be removed from the soil matrix. Vadose zone soil well SB-204 was screened from approximately 1 to 3-feet bgs. The extracted vapor flow ranged from 55 to 76 scfm when applying vacuum up to 54 inches WC (Table 6). Vacuum influence ranged from no measureable vacuum at 16-feet (SB-201) to 0.20 inches WC at 29-feet (SB-104). This is an indication that there is significant air flow variability within the clay/caliche soil matrix. The calculated PCE concentration in the extracted vapors of 13.0 mg/m3 indicates that VOCs can be removed from the soil matrix. Given that the screened interval for this well is shallow, there was a potential for short-circuiting (i.e., air from the surface rather than the vadose zone). This was also evidenced by the low PCE concentrations in the extracted vapors from a well that was close to the source area. Vacuum applied to vadose zone soil wells SB-103 and SB-204 had little response in Austin Chalk well USGS-42, indicating that SVE in vadose zone soil would have little influence on the underlying bedrock. SVE of vadose zone soil is considered a viable remedial alternative. However, the variability in vacuum influence distance and the potential for short-circuiting should be considered appropriately. 6.2 Austin Chalk to Vadose Zone Soil Results Austin Chalk well USGS-42 was open hole from 45 feet to the top of the water table at approximately 80-feet bgs. The vapor flow ranged from 67 to 240 scfm when applying vacuum up to 136 inches WC (Table 2). Vacuum influence from bedrock to nearby vadose zone soil ranged from no measureable vacuum at 41-feet horizontally (SB-105) to 0.70 inches WC at 19 feet horizontally (SB-204). This is an indication that there is air flow variability between the Austin Chalk and the overlying clay/caliche soil matrix; however, it also demonstrates that there is a complete migration pathway. This migration pathway is demonstrated by the calculated PCE effluent concentration of 2,303 mg/m3, which indicates potential source material nearby. This test indicates that VOCs can be removed from the Austin Chalk and SVE is considered a viable remedial alternative.

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EA Project No. 14342.37 Page 5 of 5 EA Engineering, Science, and Technology, Inc. March 2011

6.3 Austin Chalk Results Austin Chalk well DW-408 was open hole from 53 feet to the top of the water table at approximately 100-feet bgs at the beginning of the test; the water table rose approximately 10-feet (i.e., to 90-feet bgs) during the test. The vapor flow ranged from 63 to 86 scfm when applying vacuum up to 109 inches WC (Table 8). Vacuum influence in bedrock ranged from 0.019 inches WC (USGS-42) at 374-feet to 2.1 inches WC (DW-415) at 222-feet. These results are similar to those in other test wells (i.e., DW-415, DW-404, and DW-414). There is good transmission at 200 feet within bedrock (see results for DW-408 and DW-415); vacuum influence at these distances (e.g., greater than 200 feet) are consistent with fracture dominated flow. However, vacuum influence was not observed at distances of 300 feet or more (see results for DW-408, DW-404, and DW-414). The calculated PCE effluent concentrations of 4.5 mg/m3 at DW-408, 1.95 mg/m3 at DW-415, 3.0 mg/m3 at DW-404, and to a lesser extent 72.7 mg/m3 at DW-414 indicate that the bedrock source is not nearby or is not in direct communication with the monitoring well. Therefore, utilization of these wells for SVE is considered marginal. SVE of Austin Chalk is considered a viable remedial alternative. The primary factor in implementation of SVE will be the location of wells in proximity to the source (e.g., USGS-42). Because the vacuum influence distance was greater than 200 feet, it is not considered a limiting factor.

7. REFERENCES

U.S. EPA, 1996. User’s Guide to the VOCs in Soils Presumptive Remedy, Office of Solid Waste and Emergency Response Directive No. 9355.0-63FS, EPA 540/F-96/008. 1996

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APPENDIX A (ELECTRONIC INFORMATION)

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TABLES

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TABLE 1SVE PILOT TEST WELL CONSTRUCTION SUMMARY

BANDERA ROAD GROUND WATER PLUME SITELEON VALLEY, BEXAR COUNTY, TEXAS

Test Well

Well Diameter1

(Inches)

Total Well Depth2

(Feet)

Bottom of Casing3

(Feet)

Screened Interval4

(Feet)Well Use5 Formation6 Comments

AREA OF INTEREST 1 TEST WELLSUSGS-42 6 120 45 45-120 E,O Austin Chalk Monitoring Well; Open Hole Completion DW-408 4 188 53 53-188 E,O Austin Chalk Monitoring Well; Open Hole Completion DW-415 4 187 46 46-187 E,O Austin Chalk Monitoring Well; Open Hole Completion DW-416 4 276 211 211-276 O Buda Limestone Monitoring Well; Open Hole Completion SB-101 1 8 5 5-9.33 O Qal Shallow vapor soil test well; screened vapor probeSB-102 1 9.33 5 5-9.33 O Qal Shallow vapor soil test well; screened vapor probeSB-103 1 9.33 5 5-9.33 E,O Qal Shallow vapor soil test well; screened vapor probeSB-104 1 10.17 5 5-10.17 O Qal Shallow vapor soil test well; screened vapor probeSB-105 1 9.5 5 5-9.5 O Qal Shallow vapor soil test well; screened vapor probeSB-201 1 3.17 2.17 2.17-3.17 O Qal Shallow vapor soil test well; screened vapor probeSB-204 1 3.33 1 1-3.33 E,O Qal Shallow vapor soil test well; screened vapor probe

AREA OF INTEREST 2 TEST WELLSDW-404 4 166 65 65-166 E,O Austin Chalk Monitoring Well; Open Hole Completion DW-411 4 165 59 59-165 O Austin Chalk Monitoring Well; Open Hole Completion DW-412 4 187 58 58-187 O Austin Chalk Monitoring Well; Open Hole Completion DW-414 4 190 50.5 50.5-190 E,O Austin Chalk Monitoring Well; Open Hole Completion DW-417 4 178 61 61-178 O Austin Chalk Monitoring Well; Open Hole Completion

Notes:1 - Well diameter in inches; radius of screen if used or borehole for open hole completions2 - Feet below ground surface (bgs)3 - Bottom of casing for open-hole completions or to top of screen.4 - Open interval from top of screen or bottom of surface casing (for open-hole completions) to water table, in feet5 - E = Soil vapor extraction test well; O = Observation wells (vacuum influence)6 - Formations from surface to water table: Qal = Quaternary alluvium; Anacacho Limestone; Austin Chalk

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Elapsed Time

(hour : minutes)

Depth To Ground Water

(ft)

Water Level Rise

(ft)

Test Well Vacuum(inches

Hg)

Test Well Vacuum(inches W.C.)

SVE Man. Flow

(acfm)

SVE Man. Flow

(scfm)

PID Reading -

Pre Carbon Canister #1

(ppm)

Total Flow Post

Carbon Canister #2

(scfm)

Vacuum Reading at SB-103

(inches W.C.)Distance = 10 feet

Vacuum Reading at SB-201

(inches W.C.)Distance = 11 feet

Vauum at SB-104(inches W.C.)

Distance = 16 feet

Vacuum Reading at SB-102

(inches W.C.)Distance = 20 feet

Vacuum Reading at SB-101

(inches W.C.)Distance = 25 feet

Vacuum Reading at SB-204

(inches W.C.)Distance = 19 feet

Vacuum Reading at SB-105

(inches W.C.)Distance = 41 feet

0:00 79.95 0 2.5 34 - 0 0 0 0 0 0 0 0 0 00:10 79.93 0.02 2.5 34 - 0 1300 0 0.034 0.109 0.300 0.045 0.010 0.300 0.0000:20 79.90 0.05 2.5 34 - 0 895 0 0.034 0.108 0.200 0.047 0.000 1.400 0.0000:30 79.87 0.08 5.0 68 - 240 * 1530 240 0.051 0.163 0.400 0.068 0.010 2.600 0.0000:40 79.80 0.15 5.0 68 - 240 * 1640 240 0.051 0.159 0.400 0.067 0.010 3.400 0.0000:50 79.78 0.17 5.0 68 - 240 * 1400 240 0.051 0.159 0.500 0.068 0.010 1.900 0.0001:00 79.74 0.21 7.0 95.2 - 240 * 1400 240 0.055 0.175 0.600 0.072 0.010 2.000 0.0001:10 79.70 0.25 7.0 95.2 - 240 * 1490 240 0.058 0.178 0.600 0.075 0.020 1.500 0.0001:20 79.64 0.31 7.0 95.2 - 240 * 1370 240 0.058 0.185 0.500 0.075 0.020 1.100 0.0001:30 79.60 0.35 8.0 108.8 - 240 * 1340 240 0.065 0.196 0.800 0.081 0.030 0.900 0.0001:40 79.52 0.43 8.0 108.8 - 240 * 1250 240 0.065 0.196 1.000 0.084 0.030 0.900 0.0001:50 79.46 0.49 10.0 136 - 240 * 1300 240 0.066 0.195 0.800 0.085 0.040 0.900 0.0002:10 79.41 0.54 10.0 136 - 240 * 1250 240 0.072 0.222 0.800 0.096 0.050 1.000 0.0002:16 79.31 0.64 10.0 136 - 240 * 1130 240 0.065 0.221 0.600 0.096 0.070 0.900 0.2004:04 79.42 0.53 4.0 54.4 77 67 137 600 0.048 0.131 0.400 0.054 0.080 2.000 0.0004:38 79.40 0.55 4.0 54.4 77 67 109 600 0.053 0.134 0.300 0.060 0.013 0.700 0.000

* = Dilution air was not used during this portion of the test. Effluent flowrate was assumed to be at standard conditions.W.C.= Water Columnft = footHg = mercuryacfm = actual cubic feet per minutescfm = standard cubic feet per minuteppm = parts per million

TABLE 2USGS-42 SVE PILOT TEST DATA

BANDERA ROAD GROUNDWATER PLUME SITE

Sample of SVE Effluent Collected

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Total Air Flow 600 scfm

Concentration:Tetrachloroethene 256 mg/m3

Calculated Extraction RateTetrachloroethene 0.58 lb/hr

Equation:Emission Rate = Conc. (mg/m3) x Airflow (scfm) x 60 (min/hr)

35.31467 (ft3/m3) x 0.4535924 (kg/lb) x 1,000,000 (mg/kg)

Air Flow at SVE Test Well: 67 scfm

Calculated Concentration:Tetrachloroethene 2303 mg/m3

Equation:

TABLE 3

Calculated Tetrachloroethene Concentration in Soil Vapor (undiluted by add air):

Total Airflow (scfm) / Airflow @ Test Well (scfm) x Tetrachloroethene concentration

EXTRACTION RATE CALCULATION FOR PCE AT USGS-42 BANDERA ROAD GROUNDWATER PLUME SITE

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Elapsed Time

(hour : minutes)

Depth To Ground Water

(ft)

Well Vacuum(inches

Hg)

Well Vacuum(inches W.C.)

SVE Man. Flow

(acfm)

SVE Man. Flow

(scfm)

PID Reading -

Pre Carbon Canister

#1 (ppm)

Total Flow Post Carbon Canister #2

(scfm)

Vacuum Reading at SB-102

(inches W.C.)Distance = 10 feet

Vacuum Reading at USGS-42

(inches W.C.)Distance = 10 feet

Vacuum Reading at SB-101

(inches W.C.)Distance = 15 feet

Vacuum Reading at SB-201

(inches W.C.)Distance = 17 feet

Vacuum Reading at SB-104

(inches W.C.)Distance = 25 feet

Vacuum Reading at SB-204

(inches W.C.)Distance = 29 feet

Vacuum Reading at SB-105

(inches W.C.)Distance = 50 feet

0:00 NA 1.50 20.4 69 66 0.2 600 0.009 0 0.32 0 0 0.5 0.10:10 NA 1.50 20.4 70 66 0.7 600 0.040 0.013 0.320 0.011 0 0.500 0.0000:20 NA 3.00 40.8 78 70 1.2 600 0.051 0.014 0.310 0.020 0 0.300 0.0000:30 NA 3.00 40.8 76 68 0.9 600 0.051 0.011 0.310 0.017 0 0.300 0.0000:40 NA 4.00 54.4 76 66 1.1 600 0.064 0.012 0.290 0.026 0 0.300 0.100

W.C.= Water Columnft = footHg = mercuryacfm = actual cubic feet per minutescfm = standard cubic feet per minuteppm = parts per million

Sample of SVE Effluent CollectedNA - Not Applicable

TABLE 4SB-103 SVE PILOT TEST DATA

BANDERA ROAD GROUNDWATER PLUME SITE

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Total Air Flow 600 scfm

Concentration:Tetrachloroethene 3.78 mg/m3

Calculated Extraction RateTetrachloroethene 0.0085 lb/hr

Equation:Emission Rate = Conc. (mg/m3) x Airflow (scfm) x 60 (min/hr)

35.31467 (ft3/m3) x 0.4535924 (kg/lb) x 1,000,000 (mg/kg)

Air Flow at SVE Test Well: 66 scfm

Calculated Concentration:Tetrachloroethene 34.4 mg/m3

Equation:

TABLE 5

Total Airflow (scfm) / Airflow @ Test Well (scfm) x Tetrachloroethene concentration

EXTRACTION RATE CALCULATION FOR PCE AT SB-103BANDERA ROAD GROUNDWATER PLUME SITE

Calculated Tetrachloroethene Concentration in Soil Vapor (undiluted by add air):

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Elapsed Time

(hour : minutes)

Depth To Ground Water

(ft)

Well Vacuum(inches

Hg)

Well Vacuum(inches W.C.)

SVE Man. Flow

(acfm)

SVE Man. Flow

(scfm)

PID Reading -

Pre Carbon Canister

#1(ppm)

Total Flow Post

Carbon Canister

#2(scfm)

Vacuum Reading at SB-104

(inches W.C.)Distance = 14 feet

Vacuum Reading at SB-201

(inches W.C.)Distance = 16 feet

Vacuum Reading at USGS-42

(inches W.C.)Distance = 19 feet

Vacuum Reading at SB-103

(inches W.C.)Distance = 29 feet

Vacuum Reading at SB-105

(inches W.C.)Distance = 29 feet

Vacuum Reading at SB-102

(inches W.C.)Distance = 38 feet

Vacuum Reading at SB-101

(inches W.C.)Distance = 43 feet

0:00 NA 1.0 13.6 57 55 0 600 0.1 0 0 0.3 0 0 0.190:10 NA 1.0 13.6 84 81 0 600 0.000 0 0 0.5 0.000 0 0.1600:20 NA 3.0 40.8 72 65 0 550 0.000 0 0 0.5 0.400 0 0.1200:30 NA 4.0 54.4 88 76 0 525 0.000 0 0 0.3 0.200 0 0.0900:40 NA 4.0 54.4 88 76 0 520 0.200 0 0.009 0.4 0.200 0 0.070

W.C.= Water Columnin = inchft = footHg = mercurycfm = actual cubic feet per minutescfm = standard cubic feet per minuteppm = parts per million

Sample of SVE Effluent CollectedNA - Not Applicable

SB-204 SVE PILOT TEST DATABANDERA ROAD GROUNDWATER PLUME SITE

TABLE 6

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Total Air Flow 520 scfm

Concentration:Tetrachloroethene 1.91 mg/m3

Calculated Extraction RateTetrachloroethene 0.0037 lb/hr

Equation:Emission Rate = Conc. (mg/m3) x Airflow (scfm) x 60 (min/hr)

35.31467 (ft3/m3) x 0.4535924 (kg/lb) x 1,000,000 (mg/kg)

Air Flow at SVE Test Well: 76 scfm

Calculated Concentration:Tetrachloroethene 13.0 mg/m3

Equation:

TABLE 7

Total Airflow (scfm) / Airflow @ Test Well (scfm) x Tetrachloroethene concentration

EXTRACTION RATE CALCULATION FOR PCE AT SB-204 BANDERA ROAD GROUNDWATER PLUME SITE

Calculated Tetrachloroethene Concentration in Soil Vapor (undiluted by add air):

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Elapsed Time

(hour : minutes)

Depth To Ground Water

(ft)

Water Level Rise

(ft)

Well Vacuum(inches

Hg)

Well Vacuum(inches W.C.)

SVE Man. Flow

(acfm)

SVE Man. Flow

(scfm)

PID Reading - Pre Carbon Canister #1

(ppm)

Total Flow Post Carbon Canister #2

(scfm)

Vacuum Reading at DW-415

(inches W.C.)Distance = 222 feet

Vacuum Reading at SB-204

(inches W.C.)Distance = 371 feet

Vacuum Reading at USGS-42

(inches W.C.)Distance = 374 feet

Vacuum Reading at SB-104

(inches W.C.)Distance = 383 feet

0:00 99.43 0 2.0 27.2 81 76 0 360 NR NR NR NR0:10 95.24 4.19 2.0 27.2 80 75 0 360 NR NR NR NR0:20 95.14 4.29 2.0 27.2 68 63 0 360 3.310 0.000 0.000 0.0000:30 94.30 5.13 4.0 54.4 86 75 0.605 360 NR NR NR NR0:40 94.10 5.33 4.0 54.4 86 75 0.145 360 4.886 0.000 0.000 0.0000:50 92.29 7.14 6.0 81.6 100 80 0.103 360 NR NR NR NR1:00 92.18 7.25 6.0 81.6 107 86 0.196 375 2.485 0.000 0.000 0.0001:10 89.99 9.44 8.0 108.8 117 86 0.435 360 NR NR NR NR1:20 89.42 10.01 8.0 108.8 118 86 0.504 360 2.842 0.000 0.146 0.0001:30 89.35 10.08 8.0 108.8 112 82 0.545 375 NR NR NR NR2:00 89.23 10.20 8.0 108.8 112 82 1.01 425 2.100 0.000 0.019 0.000

W.C.= Water Columnft = footHg = mercuryacfm = actual cubic feet per minutescfm = standard cubic feet per minuteppm = parts per million

Sample of SVE Effluent CollectedNR - No Reading

TABLE 8DW-408 SVE PILOT TEST DATA

BANDERA ROAD GROUNDWATER PLUME SITE

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Total Air Flow 425 scfm

Concentration:Tetrachloroethene 0.877 mg/m3

Calculated Extraction RateTetrachloroethene 0.0014 lb/hr

Equation:Emission Rate = Conc. (mg/m3) x Airflow (scfm) x 60 (min/hr)

35.31467 (ft3/m3) x 0.4535924 (kg/lb) x 1,000,000 (mg/kg)

Air Flow at SVE Test Well: 82 scfmCalculated Concentration:

Tetrachloroethene 4.5 mg/m3

Equation:

TABLE 9

Total Airflow (scfm) / Airflow @ Test Well (scfm) x Tetrachloroethene concentration

EXTRACTION RATE CALCULATION FOR PCE AT DW-408BANDERA ROAD GROUNDWATER PLUME SITE

Calculated Tetrachloroethene Concentration in Soil Vapor (undiluted by add air):

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Elapsed Time

(hour : minutes)

Depth To Ground Water

(ft)

Ground Water

Level Rise(ft)

Well Vacuum(inches

Hg)

Well Vacuum(inches W.C.)

SVE Man. Flow

(acfm)

SVE Man. Flow

(scfm)

PID Reading -

Pre Carbon Canister #1

(ppm)

Total Flow Post Carbon Canister #2

(scfm)

Vacuum Reading at DW-416

(inches W.C.)Distance = 28 feet

Vacuum Reading at SB-204

(inches W.C.)Distance = 209 feet

Vacuum Reading at USGS-42

(inches W.C.)Distance = 222 feet

Vacuum Reading at DW-408

(inches W.C.)Distance = 222 feet

Vacuum Reading at SB-104

(inches W.C.)Distance = 222 feet

0:00 89.95 0.00 2.0 27.2 45 42 0.8 570 NR NR NR NR NR0:10 89.77 0.18 2.0 27.2 58 54 0.969 570 NR NR NR NR NR0:20 89.74 0.21 2.0 27.2 51 48 0.723 570 0 0.137 0.629 1.017 00:30 89.68 0.27 4.0 54.4 82 71 0.652 650 NR NR NR NR NR0:40 89.64 0.31 4.0 54.4 82 71 0.65 660 0 3.119 0.226 2.144 00:50 89.48 0.47 6.0 81.6 94 75 0.85 640 NR NR NR NR NR1:00 89.42 0.53 6.0 81.6 74 59 0.627 640 0 0.714 0.733 1.838 01:10 89.38 0.57 6.0 81.6 97 78 1.19 645 NR NR NR NR NR1:20 89.33 0.62 6.0 81.6 99 79 1.44 620 NR NR NR NR NR1:30 89.29 0.66 6.0 81.6 98 78 0.957 620 0 0.224 2.226 1.446 0

W.C.= Water Columnin = inchft = footHg = mercuryacfm = actual cubic feet per minutescfm = standard cubic feet per minuteppm = parts per million

NR - No ReadingSample of SVE Effluent Collected

TABLE 10DW-415 SVE PILOT TEST DATA

BANDERA ROAD GROUNDWATER PLUME SITE

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Total Air Flow 620 scfm

Concentration:Tetrachloroethene 0.247 mg/m3

Calculated Extraction RateTetrachloroethene 0.0006 lb/hr

Equation:Emission Rate = Conc. (mg/m3) x Airflow (scfm) x 60 (min/hr)

35.31467 (ft3/m3) x 0.4535924 (kg/lb) x 1,000,000 (mg/kg)

Air Flow at SVE Test Well: 78 scfm

Calculated Concentration:Tetrachloroethene 1.95 mg/m3

Equation:

TABLE 11

Total Airflow (scfm) / Airflow @ Test Well (scfm) x Tetrachloroethene concentration

EXTRACTION RATE CALCULATION FOR PCE AT DW-415BANDERA ROAD GROUNDWATER PLUME SITE

Calculated Tetrachloroethene Concentration in Soil Vapor (undiluted by add air):

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Elapsed Time

(hour : minutes)

Depth To Ground Water

(ft)

Water Level Rise

(ft)

Well Vacuum (inches

Hg)

Well Vacuum (inches W.C.)

SVE Man. Flow

(acfm)

SVE Man. Flow

(scfm)

PID Reading - Pre Carbon Canister #1

(ppm)

Total Flow Post Carbon Canister #2

(scfm)

Vacuum Reading at DW-412

(inches W.C.)Distance = 497 feet

Vacuum Reading at DW-417

(inches W.C.)Distance = 586 feet

0:00 60.45 0 2.0 27.2 56 52 1.25 650 NR NR0:10 60.43 0.02 2.0 27.2 56 52 0.475 660 NR NR0:20 60.39 0.06 2.0 27.2 64 60 1.7 670 0 00:30 60.35 0.10 4.0 54.4 70 61 0.912 625 NR NR0:40 60.29 0.16 4.0 54.4 73 63 0.859 625 0 00:50 60.13 0.32 5.0 68.0 83 69 0.493 590 NR NR1:00 60.10 0.35 5.0 68.0 81 67 0.482 590 0 01:10 60.07 0.38 5.0 68.0 83 69 0.255 590 NR NR1:20 60.00 0.45 5.0 68.0 73 61 0.258 590 0 01:35 59.96 0.49 5.0 68.0 82 68 0.19 590 NR NR

W.C.= Water Columnft = footacfm = actual cubic feet per minutescfm = standard cubic feet per minuteppm = parts per million

NR - No ReadingSample of SVE Effluent Collected

TABLE 12DW-404 SVE PILOT TEST DATA

BANDERA ROAD GROUNDWATER PLUME SITE

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Total Air Flow 590 scfm

Concentration:Tetrachloroethene 0.347 mg/m3

Calculated Extraction RateTetrachloroethene 0.0008 lb/hr

Equation:Emission Rate = Conc. (mg/m3) x Airflow (scfm) x 60 (min/hr)

35.31467 (ft3/m3) x 0.4535924 (kg/lb) x 1,000,000 (mg/kg)

Air Flow at SVE Test Well: 68 scfm

Calculated Concentration:Tetrachloroethene 3.00 mg/m3

Equation:

TABLE 13

Total Airflow (scfm) / Airflow @ Test Well (scfm) x Tetrachloroethene concentration

EXTRACTION RATE CALCULATION FOR PCE AT DW-404BANDERA ROAD GROUNDWATER PLUME SITE

Calculated Tetrachloroethene Concentration in Soil Vapor (undiluted by add air):

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Elapsed Time

(hour : minutes)

Depth To Ground Water

(ft)

Ground Water

Level Rise(ft)

Well Vacuum(inches

Hg)

Well Vacuum (inches W.C.)

SVE Man. Flow

(acfm)

SVE Man. Flow

(scfm)

PID Reading - Pre Carbon Canister #1

(ppm)

Total Flow Post Carbon Canister #2

(scfm)

Vacuum Reading at DW-404

(inches W.C.)Distance = 555 feet

Vacuum Reading at DW-411

(inches W.C.) Distance = 771 feet

Vacuum Reading at DW-417

(inches W.C.) Distance = 1,083

feet0:00 108 0 2 27.2 53 49 0 410 0 0 00:10 105.70 2.30 2.00 27.2 53 49 0 450 0 0 00:20 105.14 2.86 2.00 27.2 50 47 0 480 0 0 00:30 104.05 3.95 4.00 54.4 59 51 0 500 0 0 00:40 103.38 4.62 4.00 54.4 60 52 0 560 0 0 00:50 101.79 6.21 6.00 81.6 73 58 0 600 0 0 01:00 101.37 6.63 6.00 81.6 73 58 0 600 0 0 01:10 100.73 7.27 6.00 81.6 75 60 0 600 0 0 01:20 100.51 7.49 6.00 81.6 75 60 0 600 0 0.018 01:30 100.18 7.82 7.50 102 76 57 0 600 0 0 01:40 100.03 7.97 7.50 102 73 55 0 620 0 0.018 02:10 99.92 8.08 7.50 102 68 51 0 640 0 0 0

W.C.= Water Columnft = footacfm = actual cubic feet per minutescfm = standard cubic feet per minuteppm = parts per million

Sample of SVE Effluent Collected

TABLE 14DW-414 SVE PILOT TEST DATA

BANDERA ROAD GROUNDWATER PLUME SITE

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Total Air Flow 640 scfm

Concentration:Tetrachloroethene 5.79 mg/m3

Calculated Extraction RateTetrachloroethene 0.0139 lb/hr

Equation:Emission Rate = Conc. (mg/m3) x Airflow (scfm) x 60 (min/hr)

35.31467 (ft3/m3) x 0.4535924 (kg/lb) x 1,000,000 (mg/kg)

Air Flow at SVE Test Well: 51 scfm

Calculated Concentration:Tetrachloroethene 72.7 mg/m3

Equation:

TABLE 15

Total Airflow (scfm) / Airflow @ Test Well (scfm) x Tetrachloroethene concentration

EXTRACTION RATE CALCULATION FOR PCE AT DW-414BANDERA ROAD GROUNDWATER PLUME SITE

Calculated Tetrachloroethene Concentration in Soil Vapor (undiluted by add air):

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FIGURES

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e

t

BANDERA ROAD GROUND WATER PLUME SUPERFUND SITE

LEON VALLEY /SAN ANTONIO BEXAR COUNTY, TEXAS

SITE LOCATION t.iAP

B'r DRMIN B'r IHCICED B'r Srlol.E D\1£ PIIWECI' NO FIGURE - -~Na. L. HORNE D. McREYNOLDS AS SHOWN FEB 2009 1434237

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Wurzbac

h Rd

Evers Rd

Bandera Rd

410

Leon ValleyLeon Valley

San AntonioSan Antonio

DW-39

DW-36

DW-42

DW-402

DW-413

DW-409

DW-408

DW-406

DW-404

DW-405

DW-403

USGS-51

USGS-58

USGS-42

DW-40

DW-410

DW-412

DW-417

DW-407

DW-416

DW-411

DW-414

DW-415

USGS-50

USGS-18

H:\p

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1434

223\

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D\2

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Loca

tions

Legend

Remedial InvestigationBandera Road Ground Water Plume Superfund Site

Leon Valley, Bexar County, TexasFigure 2. SVE Pilot Test Well Locations

T e x a s

G u l f o f

M e x i c o

AustinHouston

San Antonio

Corpus Christi

Site Location

Project Number: 14342.37Task Order: 0037-RICO-06TYSource: ESRI StreetMap, 2006

0 500 1,000 1,500

Feet

Austin Chalk/BudaLimestone Well

Edwards Aquifer Well

Municipal Well

Unknown Aquifer Well

Austin Chalk Well

Buda Limestone Well

SVE Pilot Test Well

Parcels

Potential Fracture Traces

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40.55

24.97

15.5

19.87

19.01

11.24

10.12

SB-105

SB-104

SB-101

SB-102

SB-103SB-201

SB-204 USGS-42

H:\p

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_USG

S42

Legend

Remedial InvestigationBandera Road Ground Water Plume Superfund Site

Leon Valley, Bexar County, Texas

T e x a s

G u l f o f

M e x i c o

AustinHouston

San Antonio

Corpus Christi

Site Location

Project Number: 14342.37Task Order: 0037-RICO-06TYSources: ESRI StreetMap, 2006;San Antonio GIS, 2009

0 10 20

Feet

Vacuum Readings (in. H2O)Time

0:100:200:300:400:501:001:101:201:301:401:502:102:164:044:38

SB-101

0.0100.0000.0100.0100.0100.0100.0200.0200.0300.0300.0400.0500.0700.0800.013

SB-102

0.0450.0470.0680.0670.0680.0720.0750.0750.0810.0840.0850.0960.0960.0540.060

SB-103

0.0340.0340.0510.0510.0510.0550.0580.0580.0650.0650.0660.0720.0650.0480.053

SB-104

0.3000.2000.4000.4000.5000.6000.6000.5000.8001.0000.8000.8000.6000.4000.300

SB-105

0.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.2000.0000.000

SB-201

0.1090.1080.1630.1590.1590.1750.1780.1850.1960.1960.1950.2220.2210.1310.134

SB-204

0.3001.4002.6003.4001.9002.0001.5001.1000.9000.9000.9001.0000.9002.0000.700

Parcels

Distance (feet)

Test Well

Monitoring Point

Figure 3. Location of USGS-42 and Distances to Vacuum Monitoring Points

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50.17

28.75

25.01

10

16.93

15.08

10.12

SB-105

SB-104

SB-101

SB-102

SB-103

SB-201

SB-204USGS-42

H:\p

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1434

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Vac

uum

Test

_SB

103

Legend

Remedial InvestigationBandera Road Ground Water Plume Superfund Site

Leon Valley, Bexar County, TexasFigure 4. Location of SB-103 and Distances to Vacuum Monitoring Points

T e x a s

G u l f o f

M e x i c o

AustinHouston

San Antonio

Corpus Christi

Site Location

Project Number: 14342.37Task Order: 0037-RICO-06TYSources: ESRI StreetMap, 2006;San Antonio GIS, 2009

0 5 10

FeetVacuum Readings (in. H2O)Time

0:000:100:200:300:40

SB-101

0.320.3200.3100.3100.290

SB-102

0.0090.0400.0510.0510.064

SB-104

00000

SB-105

0.10.0000.0000.0000.100

SB-201

00.0110.0200.0170.026

SB-204

0.50.5000.3000.3000.300

USGS-42

00.0130.0140.0110.012

Parcels

Distance (feet)

Test Well

Monitoring Point

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SB-105

SB-104

SB-101

SB-102

SB-103SB-201

SB-204USGS-42

42.62 37.69

28.75

28.62

19.01

15.74

13.67

H:\p

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1434

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D\2

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Vac

uum

Test

_SB

204

Legend

Remedial InvestigationBandera Road Ground Water Plume Superfund Site

Leon Valley, Bexar County, Texas

T e x a s

G u l f o f

M e x i c o

AustinHouston

San Antonio

Corpus Christi

Site Location

Project Number: 14342.37Task Order: 0037-RICO-06TYSources: ESRI StreetMap, 2006;San Antonio GIS, 2009

0 10 20

Feet

Parcels

Distance (feet)

Test Well

Monitoring Point

Time

0:100:200:300:40

SB-101

0.1600.1200.0900.070

SB-102

0000

SB-103

0.50.50.30.4

SB-104

0.0000.0000.0000.200

SB-105

0.0000.4000.2000.200

SB-201

0000

USGS-42

000

0.009

Vacuum Readings (in. H2O)

Figure 5. Location of SB-204 and Distances to Vacuum Monitoring Points

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SB-104SB-204

DW-415

DW-408

USGS-42382.97

374.12370.82

221.53

H:\p

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Vac

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Test

_DW

408

Legend

Remedial InvestigationBandera Road Ground Water Plume Superfund Site

Leon Valley, Bexar County, Texas

T e x a s

G u l f o f

M e x i c o

AustinHouston

San Antonio

Corpus Christi

Site Location

Project Number: 14342.37Task Order: 0037-RICO-06TYSources: ESRI StreetMap, 2006;San Antonio GIS, 2009

0 20 40 60

Feet

Vacuum Readings (in. H2O)Time

0:000:100:200:300:400:501:001:101:201:302:00

DW-415

NRNR

3.310NR

4.886NR

2.485NR

2.842NR

2.100

SB-104

NRNR

0.000NR

0.000NR

0.000NR

0.000NR

0.000

SB-204

NRNR

0.000NR

0.000NR

0.000NR

0.000NR

0.000

USGS-42

NRNR

0.000NR

0.000NR

0.000NR

0.146NR

0.019

Parcels

Distance (feet)

Test Well

Monitoring Point

Figure 6. Location of DW-408 and Distances to Vacuum Monitoring Points

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SB-104SB-204

DW-415

DW-416

DW-408

USGS-42222.38

221.53

221.45208.74

27.55

H:\p

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1434

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Vac

uum

Test

_DW

415

Legend

Remedial InvestigationBandera Road Ground Water Plume Superfund Site

Leon Valley, Bexar County, Texas

T e x a s

G u l f o f

M e x i c o

AustinHouston

San Antonio

Corpus Christi

Site Location

Project Number: 14342.37Task Order: 0037-RICO-06TYSources: ESRI StreetMap, 2006;San Antonio GIS, 2009

0 20 40 60

Feet

Vacuum Readings (in. H2O)Time

0:000:100:200:300:400:501:001:101:201:30

DW-408

NRNR

1.017NR

2.144NR

1.838NR

1.446NR

DW-416

NRNR0

NR0

NR0

NR0

NR

SB-104

NRNR0

NR0

NR0

NR0

NR

SB-204

NRNR

0.137NR

3.119NR

0.714NR

0.224NR

USGS-42

NRNR

0.629NR

0.226NR

0.733NR

2.226NR

Parcels

Distance (feet)

Test Well

Monitoring Point

Figure 7. Location of DW-415 and Distances to Vacuum Monitoring Points

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DW-412

DW-417

DW-404

585.69

497.23

H:\p

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uum

Test

_DW

404

Legend

Remedial InvestigationBandera Road Ground Water Plume Superfund Site

Leon Valley, Bexar County, TexasFigure 8. Location of DW-404 and Distances to Vacuum Monitoring Points

T e x a s

G u l f o f

M e x i c o

AustinHouston

San Antonio

Corpus Christi

Site Location

Project Number: 14342.37Task Order: 0037-RICO-06TYSources: ESRI StreetMap, 2006;San Antonio GIS, 2009

0 50 100

Feet

Vacuum Readings (in. H2O)Time

0:100:200:300:400:501:001:101:201:35

DW-412

NR0

NR0

NR0

NR0

NR

DW-417

NR0

NR0

NR0

NR0

NR

Parcels

Distance (feet)

Test Well

Monitoring Point

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DW-414

DW-417

DW-411

DW-404

1082.68

770.65

554.98

H:\p

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1434

223\

MX

D\2

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Vac

uum

Test

_DW

414

Legend

Remedial InvestigationBandera Road Ground Water Plume Superfund Site

Leon Valley, Bexar County, Texas

T e x a s

G u l f o f

M e x i c o

AustinHouston

San Antonio

Corpus Christi

Site Location

Project Number: 14342.37Task Order: 0037-RICO-06TYSources: ESRI StreetMap, 2006;San Antonio GIS, 2009

0 50 100

Feet

Parcels

Distance (feet)

Test Well

Monitoring Point

Vacuum Readings (in. H2O)Time

0:000:100:200:300:400:501:001:101:201:301:402:10

DW-404

NRNR0

NR0

NRNRNR0

NR0.000NR

DW-411

NRNR0

NR0

NRNRNR

0.018NR

0.018NR

DW-417

NRNR0

NR0

NRNRNR0

NR0.000NR

Figure 9. Location of DW-414 and Distances to Vacuum Monitoring Points

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EA Project No. 14342.37 Page 1 of 4 EA Engineering, Science, and Technology, Inc. March 2011

Bandera Road Ground Water Plume Soil Vapor Extraction Pilot Test Leon Valley, Bexar County, Texas Revision 00

Photo 1: View of SVE Pilot Test Unit with electric generator

Photo 2: View of SVE Pilot Test Unit interior

Page 37: Soil Vapor Extraction Pilot Test Bandera Road Ground Water … · 2020-02-07 · SVE is an in-situ remedial process that physically separates vapor phase contaminants from soil by

EA Project No. 14342.37 Page 2 of 4 EA Engineering, Science, and Technology, Inc. March 2011

Bandera Road Ground Water Plume Soil Vapor Extraction Pilot Test Leon Valley, Bexar County, Texas Revision 00

Photo 3: View of SVE Pilot Test Unit header

Photo 4: View of trailer mounted GAC units.

Page 38: Soil Vapor Extraction Pilot Test Bandera Road Ground Water … · 2020-02-07 · SVE is an in-situ remedial process that physically separates vapor phase contaminants from soil by

EA Project No. 14342.37 Page 3 of 4 EA Engineering, Science, and Technology, Inc. March 2011

Bandera Road Ground Water Plume Soil Vapor Extraction Pilot Test Leon Valley, Bexar County, Texas Revision 00

Photo 5: View of sampling ports and differential pressure gauge connected to trailer mounted GAC units.

Photo 6: View of wellhead fitting attached to pilot test well.

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EA Project No. 14342.37 Page 4 of 4 EA Engineering, Science, and Technology, Inc. March 2011

Bandera Road Ground Water Plume Soil Vapor Extraction Pilot Test Leon Valley, Bexar County, Texas Revision 00

Photo 7: View of wellhead fitting and digital manometer connected to a vacuum monitoring point.

Photo 8: View of SVE emission sample collection using a Summa canister.

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FIELD BOREHOLE LOGBOREHOLE NO.:TOTAL DEPTH:

PROJECT INFORMATION DRILLING INFORMATIONPROJECT:

SITE LOCATION:

ADDRESS

LOGGED BY:

PROJECT MANAGER:

DATES DRILLED:

DRILLING CO.:

DRILLER:

RIG TYPE:

METHOD OF DRILLING:

SAMPLING METHODS:

BOREHOLE SIZE

Water level during drilling Water level in completed well

EA Engineering,Science, and Technology

405 South Hwy 121,Bldg. C, Ste. 100

Lewisville, TX 75067

USCSSYMBOLSSOIL

DEPTH DETAILSSOIL DESCRIPTION WELL

SAMPLE COMPLETIONBORING

Page 1 of 4NOTES:

0

5

10

15

20

25

30

35

40

Bandera Road GW PlumeLeon Valley, Bexar Co., TX

Mark KellyDoug McReynolds1-23,24,25-2009

GeoProjects International

Evan Schaefer

GEFCO Speedstar Star-30K

Air Rotary (with water)

10' grab samples

7 7/8", 3 7/8"

DW-404166'

6400 El Verde Rd

Not to be used separately from the original report.

STEEL COVER+3.5' to 0

7 7/8" BIT0 to -65'

4" STEELCASING+2.9' to -65'

GROUT0' to -65'

Nosamplescollectedforlaboratorysubmission.

CLAY: 5YR 3/1 very dark gray - 5YR 2.5/1 blackClay; trace silt, platy/fissile, plastic, dry, hard.

CALICHE: 10YR 8/3 very pale brown Caliche/LS;silty/sandy, oolitic/pisolitic, hard, dry.

CALICHE: 2.5Y 8/4 pale yellow Caliche/LS withClay/Shale; silty - very fine sand, soft - some hard,cuttings wet from injected water.

CLAY: 2.5Y 8/4 pale yellow - 2.5Y 8/6 yellowClay/Shale; silty, slightly moist, firm, plastic.

LIMESTONE: 2.5 Y 8/3 pale yellow - 5Y 8/3 paleyellow; microgranular, abundant fossil/shellmaterial, tace very slightly silty, trace Fe stain(orange/yellow), trace very fine black spots(Pyrite), hard. Some fossils (in cuttings) calcitefilled.

LIMESTONE: 2.5 Y 8/4 pale yellow; microgranular,trace - few fossils, tace silty, trace Fe stain(orange/yellow), hard - very hard.

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FIELD BOREHOLE LOGBOREHOLE NO.:TOTAL DEPTH:

PROJECT INFORMATION DRILLING INFORMATIONPROJECT:

SITE LOCATION:

ADDRESS

LOGGED BY:

PROJECT MANAGER:

DATES DRILLED:

DRILLING CO.:

DRILLER:

RIG TYPE:

METHOD OF DRILLING:

SAMPLING METHODS:

BOREHOLE SIZE

Water level during drilling Water level in completed well

EA Engineering,Science, and Technology

405 South Hwy 121,Bldg. C, Ste. 100

Lewisville, TX 75067

USCSSYMBOLSSOIL

DEPTH DETAILSSOIL DESCRIPTION WELL

SAMPLE COMPLETIONBORING

Page 2 of 4NOTES:

45

50

55

60

65

70

75

80

85

90

Bandera Road GW PlumeLeon Valley, Bexar Co., TX

Mark KellyDoug McReynolds1-23,24,25-2009

GeoProjects International

Evan Schaefer

GEFCO Speedstar Star-30K

Air Rotary (with water)

10' grab samples

7 7/8", 3 7/8"

DW-404166'

6400 El Verde Rd

Not to be used separately from the original report.

3 7/8" BIT

-65' to -166'

OPENHOLECOMPLETION-65' to -166'

LIMESTONE: Driller noted change in drill rate @~55' (similar to Austin Chalk contact in previouswell).

CHALK LIMESTONE: 2.5Y 8/2 pale yellow;microgranular, trace-some fine fossil fragments,fracture filled with light gray Shale/shaly LS, traceFe stains, hard.

CHALK LIMESTONE: 2.5Y 8/2 pale yellow;microgranular, some fossil fragments, some Festains, hard. Stopped at 65' and cleaned out hole.Set 4" steel casing (welded joints) from surface to65' and grout (1-23-2009).

CHALK LIMESTONE: 5Y 8/3 pale yellow;microgranular, hard, dry.

CHALK LIMESTONE: 2.5Y 6/1 gray LS/Marl;microgranular, hard, dry.

CHALK LIMESTONE: 2.5Y 6/1 gray - 2.5Y 7/1 lightgray LS/Marl-Chalk; microgranular, hard, dry.

CHALK LIMESTONE: 2.5Y 6/1 gray - 2.5Y 7/1 light

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FIELD BOREHOLE LOGBOREHOLE NO.:TOTAL DEPTH:

PROJECT INFORMATION DRILLING INFORMATIONPROJECT:

SITE LOCATION:

ADDRESS

LOGGED BY:

PROJECT MANAGER:

DATES DRILLED:

DRILLING CO.:

DRILLER:

RIG TYPE:

METHOD OF DRILLING:

SAMPLING METHODS:

BOREHOLE SIZE

Water level during drilling Water level in completed well

EA Engineering,Science, and Technology

405 South Hwy 121,Bldg. C, Ste. 100

Lewisville, TX 75067

USCSSYMBOLSSOIL

DEPTH DETAILSSOIL DESCRIPTION WELL

SAMPLE COMPLETIONBORING

Page 3 of 4NOTES:

95

100

105

110

115

120

125

130

135

Bandera Road GW PlumeLeon Valley, Bexar Co., TX

Mark KellyDoug McReynolds1-23,24,25-2009

GeoProjects International

Evan Schaefer

GEFCO Speedstar Star-30K

Air Rotary (with water)

10' grab samples

7 7/8", 3 7/8"

DW-404166'

6400 El Verde Rd

Not to be used separately from the original report.

gray LS/Marl-Chalk; microgranular, hard, dry.

CHALK LIMESTONE: 5Y 6/1 gray LS/Marl-Chalk;microgranular, hard, dry.

CHALK LIMESTONE: 2.5Y 8/1 gray - 2.5Y 6/1gray; microgranular, very slightly silty, hard.

CHALK LIMESTONE: 2.5Y 6/1 gray;microgranular, very slightly silty, hard, trace softlayers/cuttings.

CHALK LIMESTONE: 2.5Y 6/1 gray - 2.5Y 7/1 lightgray; microgranular, very slightly silty, trace blackspecks, very fine Pyrite.

Page 43: Soil Vapor Extraction Pilot Test Bandera Road Ground Water … · 2020-02-07 · SVE is an in-situ remedial process that physically separates vapor phase contaminants from soil by

FIELD BOREHOLE LOGBOREHOLE NO.:TOTAL DEPTH:

PROJECT INFORMATION DRILLING INFORMATIONPROJECT:

SITE LOCATION:

ADDRESS

LOGGED BY:

PROJECT MANAGER:

DATES DRILLED:

DRILLING CO.:

DRILLER:

RIG TYPE:

METHOD OF DRILLING:

SAMPLING METHODS:

BOREHOLE SIZE

Water level during drilling Water level in completed well

EA Engineering,Science, and Technology

405 South Hwy 121,Bldg. C, Ste. 100

Lewisville, TX 75067

USCSSYMBOLSSOIL

DEPTH DETAILSSOIL DESCRIPTION WELL

SAMPLE COMPLETIONBORING

Page 4 of 4NOTES:

140

145

150

155

160

165

170

175

180

Bandera Road GW PlumeLeon Valley, Bexar Co., TX

Mark KellyDoug McReynolds1-23,24,25-2009

GeoProjects International

Evan Schaefer

GEFCO Speedstar Star-30K

Air Rotary (with water)

10' grab samples

7 7/8", 3 7/8"

DW-404166'

6400 El Verde Rd

Not to be used separately from the original report.

TD = -166'

depth to water =152.86'(1-26-2009)

CHALK LIMESTONE: 2.5Y 6/1 gray - 2.5Y 7/1 lightgray, trace 2.5Y 8/1 white (very light gray);microgranular, very slightly silty, trace blackspecks (Pyrite), trace very dark green (Glauconite).

CHALK LIMESTONE: 2.5Y 6/1 gray - 2.5Y 7/1 lightgray, trace 2.5Y 8/1 white (very light gray), trace(~1%) 2.5Y 3/1 very dark gray - 2.5Y 2.5/1 black;microgranular, very slightly silty, trace black specks(Pyrite), trace very dark green (Glauconite).[Trace (~1%) Eagle Ford Shale.]

SHALE: 2.5Y 2.5/1 black - 2.5Y 3/1 very dark grayShale; silty - some very fine sand, hard,friable/fissile.

Page 44: Soil Vapor Extraction Pilot Test Bandera Road Ground Water … · 2020-02-07 · SVE is an in-situ remedial process that physically separates vapor phase contaminants from soil by

FIELD BOREHOLE LOG

RIG TYPE:

Water level in completed wellWater level during drilling

Science, and TechnologyEA Engineering,

DEPTH SOIL/ROCKSYMBOLS

SAMPLE IDCOMPLETION

BORINGDETAILS

WELLSAMPLE DESCRIPTION

PROJECT: DRILLING CO.:SITE LOCATION: DRILLER:ADDRESSLOGGED BY: METHOD OF DRILLING:PROJECT MANAGER: SAMPLING METHODS:DATES DRILLED: BOREHOLE SIZE

Casing Elevation

TOTAL DEPTH:BOREHOLE NO.:

PROJECT INFORMATION DRILLING INFORMATION

405 South Hwy 121Bldg. C, Ste. 100

Lewisville, TX 75067

Page 1 of 3NOTES:

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

GEFCO Speedstar Star-30K

DW-408188'

Bandera Road GW Plume GeoProjects InternationalLeon Valley, Bexar Co., TX Evan Schaefer6715 Grissom RdMark Kelly Air Rotary (with water)Doug McReynolds 10' grab samples3/29-31/2009 7 7/8", 3 7/8"

832.68'

“These logs should not be used separately from the original report.”

No samplescollected forlaboratorysubmission.

STEEL VAULT0 to -1'

7 7/8" BIT0 to -53'

4" STEELCASING-0.5' to -53'

GROUT-1' to -53'

3 7/8" BIT-53' to -188'OPENHOLECOMPLETION-53' to -188'

AUSTIN CHALK@ -48'

ASPHALT

CLAY: 2.5Y 2.5/1 black Clay; silty/sandy, trace medium Sand,firm-stiff, dry, slightly plastic.

CALICHE: 5Y 8/1 white Caliche/LS; microgranular, silty-veryslightly sandy/trace fine Sand, trace yellow/orange (Fe stains),dry, hard.

ANACACHO LIMESTONE

LIMESTONE: 2.5Y 8/3 pale yellow (white) Limestone; somered/orange Fe stain (10YR 7/8 yellow-6/8 brownish yellow),some Hematite (very fine), trace Glauconite, trace fossil (withCalcite), very hard.

LIMESTONE: 5Y 8/1 white - 7/1 light gray Limestone;microgranular, silty, fossiliferous (replaced with Calcite), someHematite nodules/Fe stains, very hard.

LIMESTONE: 5Y 8/2 pale yellow (-8/1 white) Limestone;microgranular (-sucrosic), silty, trace Glauconite, someFe/Hematite (stains) & very fine nodules, abundant fossils(with Calcite), trace Calcite filled fractures, very hard.

AUSTIN CHALK

CHALK LIMESTONE: 2.5Y 8/2-8/3 pale yellowLimestone/Chalk; microgranular (slightly sucrosic) (veryslightly silty), trace Glauconite, Fe/Hematite (nodules &stains), trace fossils, hard.

CHALK LIMESTONE: 2.5Y 8/2-8/3 pale yellowLimestone/Chalk; microgranular (sucrosic) (trace silty), traceGlauconite, Fe/Hematite (nodules & stains), trace fossils,hard.

CHALK LIMESTONE: 2.5Y 8/2-8/3 pale yellowLimestone/Chalk; microgranular (sucrosic) (trace silty), traceGlauconite, Fe/Hematite nodules & stains (10YR 6/8 brownishyellow), trace fossils, hard.

Page 45: Soil Vapor Extraction Pilot Test Bandera Road Ground Water … · 2020-02-07 · SVE is an in-situ remedial process that physically separates vapor phase contaminants from soil by

FIELD BOREHOLE LOG

RIG TYPE:

Water level in completed wellWater level during drilling

Science, and TechnologyEA Engineering,

DEPTH SOIL/ROCKSYMBOLS

SAMPLE IDCOMPLETION

BORINGDETAILS

WELLSAMPLE DESCRIPTION

PROJECT: DRILLING CO.:SITE LOCATION: DRILLER:ADDRESSLOGGED BY: METHOD OF DRILLING:PROJECT MANAGER: SAMPLING METHODS:DATES DRILLED: BOREHOLE SIZE

Casing Elevation

TOTAL DEPTH:BOREHOLE NO.:

PROJECT INFORMATION DRILLING INFORMATION

405 South Hwy 121Bldg. C, Ste. 100

Lewisville, TX 75067

Page 2 of 3NOTES:

80

85

90

95

100

105

110

115

120

125

130

135

140

145

150

155

GEFCO Speedstar Star-30K

DW-408188'

Bandera Road GW Plume GeoProjects InternationalLeon Valley, Bexar Co., TX Evan Schaefer6715 Grissom RdMark Kelly Air Rotary (with water)Doug McReynolds 10' grab samples3/29-31/2009 7 7/8", 3 7/8"

832.68'

“These logs should not be used separately from the original report.”

depth to water =107.85'(5-14-2009)

CHALK LIMESTONE: 2.5Y 8/2-8/3 pale yellowLimestone/Chalk; microgranular-sucrosic, slightly silty, tracefossiliferous, Fe/Hematite (10YR 6/8 brownish yellow), tracevuggy.

LIMESTONE AND CLAY/SHALE INTERBEDS: 2.5Y 6/4 lightyellowish brown-6/6 olive yellow (light brown), Clay/Shale;silty, firm, slightly plastic-plastic. [Some Chalk/Limestone asabove.]

CHALK LIMESTONE: 2.5Y 8/2-8/3 pale yellowLimestone/Chalk; microgranular-sucrosic, silty, trace Calcitecrystals.

CHALK LIMESTONE: 2.5Y 6/1-5/1 gray Limestone;microgranular-sucrosic, silty, trace black specks, hard.

CHALK LIMESTONE: 2.5Y 6/1-5/1 gray Limestone;microgranular-sucrosic, trace Glauconite, trace Calcitecrystals, hard.

CHALK LIMESTONE: 2.5Y 6/1-5/1 gray, some 2.5Y 7/1 lightgray Limestone; microgranular-sucrosic, trace Glauconite,trace Calcite crystals, hard.

CHALK LIMESTONE: 2.5Y 7/1 light gray-6/1 gray (mostly lightgray) Limestone; microgranular-sucrosic, trace Glauconite,trace very fine Pyrite, trace Calcite crystals, hard.

Page 46: Soil Vapor Extraction Pilot Test Bandera Road Ground Water … · 2020-02-07 · SVE is an in-situ remedial process that physically separates vapor phase contaminants from soil by

FIELD BOREHOLE LOG

RIG TYPE:

Water level in completed wellWater level during drilling

Science, and TechnologyEA Engineering,

DEPTH SOIL/ROCKSYMBOLS

SAMPLE IDCOMPLETION

BORINGDETAILS

WELLSAMPLE DESCRIPTION

PROJECT: DRILLING CO.:SITE LOCATION: DRILLER:ADDRESSLOGGED BY: METHOD OF DRILLING:PROJECT MANAGER: SAMPLING METHODS:DATES DRILLED: BOREHOLE SIZE

Casing Elevation

TOTAL DEPTH:BOREHOLE NO.:

PROJECT INFORMATION DRILLING INFORMATION

405 South Hwy 121Bldg. C, Ste. 100

Lewisville, TX 75067

Page 3 of 3NOTES:

160

165

170

175

180

185

190

GEFCO Speedstar Star-30K

DW-408188'

Bandera Road GW Plume GeoProjects InternationalLeon Valley, Bexar Co., TX Evan Schaefer6715 Grissom RdMark Kelly Air Rotary (with water)Doug McReynolds 10' grab samples3/29-31/2009 7 7/8", 3 7/8"

832.68'

“These logs should not be used separately from the original report.”

EAGLE FORDSHALE @ -183'

TD = -188'

CHALK LIMESTONE: 2.5Y 7/1 light gray, some 2.5Y 4/1 darkgray (mostly light gray) Limestone; microgranular-sucrosic,trace Glauconite, trace very fine Pyrite, trace Calcite crystals,hard.

CHALK LIMESTONE: 2.5Y 7/1 light gray, some 2.5Y 4/1 darkgray (mostly light gray) Limestone; microgranular-sucrosic,trace Glauconite, trace Pyrite vein (very fine), trace Calcitecrystals, hard.

EAGLE FORD SHALE

SHALE: 5Y 2.5/2 black-3/2 dark olive gray Shale; silty, tracevery fine Sand, trace Pyrite, blocky (massive - trac very finelaminations), hard, calcareous.

Page 47: Soil Vapor Extraction Pilot Test Bandera Road Ground Water … · 2020-02-07 · SVE is an in-situ remedial process that physically separates vapor phase contaminants from soil by

DETAILSSOIL/ROCKSYMBOLS

WELL

BOREHOLE SIZE

SITE LOCATION: DRILLER:ADDRESS RIG TYPE:

DRILLING METHOD:

SAMPLE DESCRIPTIONDEPTH

Science, and TechnologyEA Engineering,

405 South Hwy 121Bldg. C, Ste. 100

Lewisville, TX 75067DRILLING INFORMATION

Water level during drilling Water level in completed well Casing Elevation

BORINGSAMPLE ID

SAMPLING METHOD:

PROJECT INFORMATION

DATE DRILLED:PROJECT MANAGER:LOGGED BY:

PROJECT: DRILLING CO.:

COMPLETION

FIELD BOREHOLE LOGBOREHOLE NO.:TOTAL DEPTH:

NOTES: Page 1 of 2

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

813.34'

GeoProjects InternationalBandera Road GW PlumeLeon Valley, Bexar Co., TX Evan Schaefer6632 Grissom RoadMark Kelly

GEFCO Speedstar Star-30KAir Rotary (with water)10' grab samplesDoug McReynolds7-7/8", 3-7/8"4-24-2010

DW-411

165'

“These logs should not be used separately from the original report.”

No samplescollected forlaboratorysubmission.

depth towater =48.98'(4-25-2010)

depth towater =47.11'(5-22-2010)

7-7/8" BIT0 to -59'

STEEL VAULT0 to -1'

4" STEELCASING-0.5' to -59'GROUT-1' to -59'

3-7/8" BIT-59' to -165'OPENHOLECOMPLETION-59' to -165'

AUSTIN CHALK@ -51'

TOPSOIL: 10YR 4/2 dark grayish brown-4/3 brown. Clay; silty, firm,plastic, moist.

LIMESTONE: 2.5Y 8/3 - 8/4 pale yellow, some 10YR 7/8 yellow to 6/8brownish yellow. LS; microgranular, abundant - some fossil material(shell hash), trace calcite crystals, Glauconitic, some very fine Calcite-filled fractures/veins, Fe staining, hard - very hard, slightly brittle.

LIMESTONE: 2.5Y 8/3 - 8/4 pale yellow. LS; some fossil material, tracecalcite crystals / veins, trace Fe stain, very hard / brittle.

LIMESTONE: 2.5Y 8/3 - 8/4 pale yellow. LS; some fossil material, tracecalcite crystals / veins, trace Fe stain, very hard / brittle.

AUSTIN CHALK

CHALK LIMESTONE: 2.5Y 8/2 - 8/3 pale yellow, some 8/1 white (verylight gray). Chalk; microgranular, slightly silty, trace Fe stain, trace fossilmaterial. (Drill rate increase @~51ft.)

CHALK LIMESTONE: 2.5Y 8/2 - 8/3 pale yellow, some 8/1 white (verylight gray). Chalk; microgranular, slightly silty, trace Fe stain, trace fossilmaterial.

CHALK LIMESTONE: 2.5Y 7/3 pale yellow (trace 5YR 4/6 yellowish redHematte). Chalk; microgranular, slightly silty, trace free Calcite crystals(~1.8 cm), some Fe stain, trace Hematite nodules, trace fossil matrial.

CHALK LIMESTONE: 2.5Y 7/3 pale yellow, some 5Y 6/1 - 5/1 grayChalk; microgranular, silty to very silty, little to no fossil material,Hematite, trace to some calcite-filled fractures, (slightly brittle/fissile).

CHALK LIMESTONE: 5Y 6/1 - 5/1 gray. Chalk; same as above.

Page 48: Soil Vapor Extraction Pilot Test Bandera Road Ground Water … · 2020-02-07 · SVE is an in-situ remedial process that physically separates vapor phase contaminants from soil by

DETAILSSOIL/ROCKSYMBOLS

WELL

BOREHOLE SIZE

SITE LOCATION: DRILLER:ADDRESS RIG TYPE:

DRILLING METHOD:

SAMPLE DESCRIPTIONDEPTH

Science, and TechnologyEA Engineering,

405 South Hwy 121Bldg. C, Ste. 100

Lewisville, TX 75067DRILLING INFORMATION

Water level during drilling Water level in completed well Casing Elevation

BORINGSAMPLE ID

SAMPLING METHOD:

PROJECT INFORMATION

DATE DRILLED:PROJECT MANAGER:LOGGED BY:

PROJECT: DRILLING CO.:

COMPLETION

FIELD BOREHOLE LOGBOREHOLE NO.:TOTAL DEPTH:

NOTES: Page 2 of 2

100

105

110

115

120

125

130

135

140

145

150

155

160

165

170

175

180

185

190

195

200

813.34'

GeoProjects InternationalBandera Road GW PlumeLeon Valley, Bexar Co., TX Evan Schaefer6632 Grissom RoadMark Kelly

GEFCO Speedstar Star-30KAir Rotary (with water)10' grab samplesDoug McReynolds7-7/8", 3-7/8"4-24-2010

DW-411

165'

“These logs should not be used separately from the original report.”

EAGLE FORDSHALE @ -154'

TD = -165'

CHALK LIMESTONE: 2.5Y 7/3 pale yellow, some 5YR 4/6 yellowish red.Chalk; same as above.

CHALK LIMESTONE: 7.5YR 5/8 strong brown. Chalk; same as above.

CHALK LIMESTONE: 5Y 6/1 - 5/1 gray. Chalk; same as above.

CHALK LIMESTONE: 5Y 6/1 - 5/1 gray. Chalk; same as above.

EAGLE FORD SHALE

Shale: 2.5Y 3/1 very dark gray - 2.5/1 black. SH;silty, slightly fissile,carbonaceous ('sheen' on returns).

Page 49: Soil Vapor Extraction Pilot Test Bandera Road Ground Water … · 2020-02-07 · SVE is an in-situ remedial process that physically separates vapor phase contaminants from soil by

DETAILSSOIL/ROCKSYMBOLS

WELL

BOREHOLE SIZE

SITE LOCATION: DRILLER:ADDRESS RIG TYPE:

DRILLING METHOD:

SAMPLE DESCRIPTIONDEPTH

Science, and TechnologyEA Engineering,

405 South Hwy 121Bldg. C, Ste. 100

Lewisville, TX 75067DRILLING INFORMATION

Water level during drilling Water level in completed well Casing Elevation

BORINGSAMPLE ID

SAMPLING METHOD:

PROJECT INFORMATION

DATE DRILLED:PROJECT MANAGER:LOGGED BY:

PROJECT: DRILLING CO.:

COMPLETION

FIELD BOREHOLE LOGBOREHOLE NO.:TOTAL DEPTH:

NOTES: Page 1 of 2

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

803.46'

GeoProjects InternationalBandera Road GW PlumeLeon Valley, Bexar Co., TX Evan SchaeferJeff LoopMark Kelly

GEFCO Speedstar Star-30KAir Rotary (with water)10' grab samplesDoug McReynolds7-7/8", 3-7/8"4-26,27-2010

DW-412

187'

“These logs should not be used separately from the original report.”

No samplescollected forlaboratorysubmission.

depth towater =6.45'(4-27-2010)

depth towater =6.11'(5-22-2010)

7-7/8" BIT0 to -58'

STEEL VAULT0 to -1'

4" STEELCASING-0.5' to -58'GROUT-1' to -58'

3-7/8" BIT-58' to -187'OPENHOLECOMPLETION-58' to -187'

AUSTIN CHALK@ -53'

Topsoil: 10YR 5/3 - 5/4 brown - yellowish brown, 10YR 3/1 - 3/2 verydark gray - black. Clay; trace to some Silt, soft, plastic, moist, trace smallwhite calcareous/caliche nodules.

Caliche: 2.5Y 8/2 - 8/3 pale yellow. Caliche; slightly silty, hard, whitenodules,. 2.5Y 5/1 gray, 8/1 white, 5/8 yellowish brown. Chert nodules;very hard.

Clay: 2.5Y 7/6 yellow, trace 7/1 gray and 6/8 olive yellow. Clay; firm -slightly stiff, plastic, moist, some laminations.

Marl: 2.5Y 8/2 - 8/4 pale yellow, some 7/1 light gray, trace 7.5YR 4/6strong brown (Fe/Hematite). Shaley LS / Limey SH; silty, firm, somelaminations/streaks.

Clay: 2.5Y 8/2 pale yellow. Clay; slightly silty, stiff, plastic, calcareous,with some LS (Marly/Silty); very silty, glauconitic, trace Fe-stains.

Clay: 2.5Y 8/2 pale yellow, 2.5Y 6/1 gray. Clay; slightly silty, stiff, plastic,calcareous, some gray LS/Marl; very silty (Silty LS), firm - hard.

Clay: 5Y 7/2 light gray - 8/2 pale yellow. Clay; slightly silty, stiff, plastic,calcareous, some gray LS/Marl; very silty (Silty LS), some - traceGlauconitic, trace Hematite/Fe-stains, hard.

AUSTIN CHALK

Chalk Limestone: 2.5Y 6/1 gray. Chalk; microgranular, silty, glauconitic,trace Fe-stain, trace calcite-shell material, hard. (Drill rate increase@~53ft.)

Chalk Limestone: 2.5Y 6/1 gray. Chalk; microgranular, silty, glauconitic,trace Fe-stain, trace calcite-shell material, hard.

Chalk Limestone: 2.5Y 6/1 gray. Chalk; microgranular, silty, glauconitic,Fe/Hematite stain, abundant fossils, hard.

Chalk Limestone: 2.5Y 6/1 gray. Chalk; microgranular, silty, glauconitic,Fe/Hematite stain, abundant fossils, hard. 96' - 98': Clay/SH same color;firm, slightly plastic, trace silty.

Page 50: Soil Vapor Extraction Pilot Test Bandera Road Ground Water … · 2020-02-07 · SVE is an in-situ remedial process that physically separates vapor phase contaminants from soil by

DETAILSSOIL/ROCKSYMBOLS

WELL

BOREHOLE SIZE

SITE LOCATION: DRILLER:ADDRESS RIG TYPE:

DRILLING METHOD:

SAMPLE DESCRIPTIONDEPTH

Science, and TechnologyEA Engineering,

405 South Hwy 121Bldg. C, Ste. 100

Lewisville, TX 75067DRILLING INFORMATION

Water level during drilling Water level in completed well Casing Elevation

BORINGSAMPLE ID

SAMPLING METHOD:

PROJECT INFORMATION

DATE DRILLED:PROJECT MANAGER:LOGGED BY:

PROJECT: DRILLING CO.:

COMPLETION

FIELD BOREHOLE LOGBOREHOLE NO.:TOTAL DEPTH:

NOTES: Page 2 of 2

100

105

110

115

120

125

130

135

140

145

150

155

160

165

170

175

180

185

190

195

200

803.46'

GeoProjects InternationalBandera Road GW PlumeLeon Valley, Bexar Co., TX Evan SchaeferJeff LoopMark Kelly

GEFCO Speedstar Star-30KAir Rotary (with water)10' grab samplesDoug McReynolds7-7/8", 3-7/8"4-26,27-2010

DW-412

187'

“These logs should not be used separately from the original report.”

EAGLE FORDSHALE @ -173'

TD = -187'

Chalk Limestone: 2.5Y 6/1 gray. Chalk; microgranular, slightly silty.

Chalk Limestone: 2.5Y 8/2 - 8/3 pale yellow. Chalk; microgranular,slightly silty, trace Fe-stain.

Clay/Shale: 5Y 6/1 gray. Clay/SH; firm to slightly stiff, plastic, veryslightly silty/trace silt, trace Fe-stain, calcareous, no noticeablelaminations.

Chalk Limestone: 2.5Y 6/1 gray. Chalk; microgranular, slightly silty, traceFe-stain.

Limestone and Shale Interbeds: ~20% gray Chalk/LS as above;remainder gray SH/Marl as above.

Limestone and Shale Interbeds: Gray Chalk/LS & SH/Marl mix (50/50);same as above.

Limestone and Shale Interbeds: Gray Chalk/LS & SH/Marl mix (50/50);same as above.

Limestone and Shale Interbeds: Mostly gray SH/Clay (soft, tight) asabove; ~30% gray Chalk/LS as above. Trace 5Y 5/4 - 5/3 olive Clay.

EAGLE FORD SHALE

Clay: 2.5Y 6/1gray. Clay; little - no Silt/Sand (trace of unit very slightlysilty), soft, tight, plastic, massive / no noticeable laminations.

Clay: 2.5Y 6/1gray. Clay; little - no Silt/Sand (trace of unit very slightlysilty), soft, tight, plastic, massive / no noticeable laminations.

BUDA LIMESTONE

Limestone: 5Y 8/1 white (very light gray). LS; microgranular -microcrystalline, very slightly silty/sucrosic, hard, calcite-filled fossilmaterial, very fine veins/fractures.

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DETAILSSOIL/ROCKSYMBOLS

WELL

BOREHOLE SIZE

SITE LOCATION: DRILLER:ADDRESS RIG TYPE:

DRILLING METHOD:

SAMPLE DESCRIPTIONDEPTH

Science, and TechnologyEA Engineering,

405 South Hwy 121Bldg. C, Ste. 100

Lewisville, TX 75067DRILLING INFORMATION

Water level during drilling Water level in completed well Casing Elevation

BORINGSAMPLE ID

SAMPLING METHOD:

PROJECT INFORMATION

DATE DRILLED:PROJECT MANAGER:LOGGED BY:

PROJECT: DRILLING CO.:

COMPLETION

FIELD BOREHOLE LOGBOREHOLE NO.:TOTAL DEPTH:

NOTES: Page 1 of 2

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GeoProjects InternationalBandera Road GW PlumeLeon Valley, Bexar Co., TX Evan Schaefer6500 Grissom RoadMark Kelly

GEFCO Speedstar Star-30KAir Rotary (with water)10' grab samplesDoug McReynolds7-7/8", 3-7/8"5-06,07-2010

DW-414

190'

“These logs should not be used separately from the original report.”

No samplescollected forlaboratorysubmission.

depth towater =88.02'

depth towater =80.83'(5-21-2010)

STEEL COVER+3 to -1'7-7/8" BIT0 to -50.5'

4" STEELCASING+2.8' to -50.5'GROUT0 to -50.5'

3-7/8" BIT-50' to -190'OPENHOLECOMPLETION-50' to -190'

AUSTIN CHALK@ -45'

TOPSOIL: 10YR 3/1 very dark gray ( - 2/1 black). Clay (Silty Clay);slightly silty, trace sandy, soft, slightly moist, plastic.

CALICHE: 2.5Y 7/2 light gray - 7/4 pale yellow, trace 2.5Y 5/2 - 5/3grayish brown - light olive brown (Chert). Caliche; with some roundedstream deposits (LS, microcrystalline), trace Clay/Silty Clay (same coloras LS; light gray - pale yellow).

LIMESTONE: 2.5Y 7/4 - 7/8 pale yellow - yellow (some mottled) andChert as above. LS; microgranular /microcrystalline, some slightlysucrosic, trace Hematite, trace Glauconite, trace fine fractures/veins,trace Chert, trace Clay/Silty Clay.

LIMESTONE: 2.5Y 8/6 - 7/6 yellow, some 5/3 light olive brown. LS;microcrystalline, some microgranular, some slightly sucrosic, little - noSilt/Sand, trace fine fractures/veins, trace macrofossil shell material.

LIMESTONE: 2.5Y 8/2 - 8/3 pale yellow. LS;microcrystalline/microgranular, little - no Silt/Sand, trace - somefractures/veins, trace macrofossil shell material, trace Chert slightincrease in very fine Hematite.

AUSTIN CHALK

CHALK LIMESTONE: 2.5Y 8/4 - 8/3 pale yellow, trace 8/1 white (verylight gray). Chalk; microgranular/sucrosic, trace calcite-filled fractures,slightly silty/sandy, trace microcrystalline/micritic. (Drill rate increase@~45 ft.)

CHALK LIMESTONE: 2.5Y 8/4 - 8/3 pale yellow, trace 8/1 white (verylight gray). Chalk; microgranular/sucrosic, trace microcrystalline, tracecalcite-filled fractures, slightly silty/sandy, trace - some macrofossils.

CHALK LIMESTONE: 2.5Y 8/4 - 8/3 pale yellow, trace 8/1 white (verylight gray). Chalk; microgranular/sucrosic, trace calcite-filled fractures,slightly silty/sandy, some very fine Fe-stains, some calcite-filled shellcasts/molds.

CHALK LIMESTONE: 2.5Y 8/4 - 8/3 pale yellow, some 10YR 6/6brownish yellow. Chalk; microgranular/sucrosic, trace calcite-filledfractures, slightly silty/sandy, trace Hematite/Fe-stains.

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DETAILSSOIL/ROCKSYMBOLS

WELL

BOREHOLE SIZE

SITE LOCATION: DRILLER:ADDRESS RIG TYPE:

DRILLING METHOD:

SAMPLE DESCRIPTIONDEPTH

Science, and TechnologyEA Engineering,

405 South Hwy 121Bldg. C, Ste. 100

Lewisville, TX 75067DRILLING INFORMATION

Water level during drilling Water level in completed well Casing Elevation

BORINGSAMPLE ID

SAMPLING METHOD:

PROJECT INFORMATION

DATE DRILLED:PROJECT MANAGER:LOGGED BY:

PROJECT: DRILLING CO.:

COMPLETION

FIELD BOREHOLE LOGBOREHOLE NO.:TOTAL DEPTH:

NOTES: Page 2 of 2

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809.93'

GeoProjects InternationalBandera Road GW PlumeLeon Valley, Bexar Co., TX Evan Schaefer6500 Grissom RoadMark Kelly

GEFCO Speedstar Star-30KAir Rotary (with water)10' grab samplesDoug McReynolds7-7/8", 3-7/8"5-06,07-2010

DW-414

190'

“These logs should not be used separately from the original report.”

(5-18-2010)

EAGLE FORDSHALE @ -183'

TD = -190'

CHALK LIMESTONE: 2.5Y 8/4 pale yellow - 8/6 yellow, 8/1 white (verylight gray), trace 5YR 4/6 yellowish red (Fe). Chalk;microgranular/sucrosic, slightly silty, some very fine calcite-filledveins/fractures, some very fine Fe-staining.

CHALK LIMESTONE: 2.5Y 7/1 light gray - 5/1 gray. Chalk;microgranular/sucrosic, silty (very silty), trace glauconitic.

CHALK LIMESTONE: 2.5Y 7/4 pale yellow. Chalk;microgranular/sucrosic, silty (very silty) trace glauconitic.

CHALK LIMESTONE: 2.5Y 7/1 light gray - 5/1 gray. Chalk;microgranular/sucrosic, silty (very silty), trace glauconitic.

CHALK LIMESTONE: 2.5Y 7/6 - 7/8 yellow. Chalk;microgranular/sucrosic, slightly silty - sitly, trace glauconitic, trace Fe-stain.

CHALK LIMESTONE: 2.5Y 8/4 pale yellow. Chalk;microgranular/sucrosic, slightly silty - sitly, trace glauconitic, trace Fe-stain.

CHALK LIMESTONE: 2.5Y 8/4 pale yellow. Chalk;microgranular/sucrosic, slightly silty - sitly, trace glauconitic, trace Fe-stain.

EAGLE FORD SHALE

SHALE: 5Y 3/1 very dark gray. SH; silty, carbonaceous, tracelaminations (very fine), soft - firm, plastic.

SHALE: 5Y 3/1 very dark gray. SH; silty - sandy, carbonaceous, tracelamination (very fine), firm, non-plastic.

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DETAILSSOIL/ROCKSYMBOLS

WELL

BOREHOLE SIZE

SITE LOCATION: DRILLER:ADDRESS RIG TYPE:

DRILLING METHOD:

SAMPLE DESCRIPTIONDEPTH

Science, and TechnologyEA Engineering,

405 South Hwy 121Bldg. C, Ste. 100

Lewisville, TX 75067DRILLING INFORMATION

Water level during drilling Water level in completed well Casing Elevation

BORINGSAMPLE ID

SAMPLING METHOD:

PROJECT INFORMATION

DATE DRILLED:PROJECT MANAGER:LOGGED BY:

PROJECT: DRILLING CO.:

COMPLETION

FIELD BOREHOLE LOGBOREHOLE NO.:TOTAL DEPTH:

NOTES: Page 1 of 2

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830.88'

GeoProjects InternationalBandera Road GW PlumeLeon Valley, Bexar Co., TX Evan Schaefer6799 Bandera RdMark Kelly

GEFCO Speedstar Star-30KAir Rotary (with water)10' grab samplesDoug McReynolds7-7/8", 3-7/8"5-08,09,10-2010

DW-415

187'

“These logs should not be used separately from the original report.”

No samplescollected forlaboratorysubmission.

depth towater =68.93'(5-17-2010)

depth towater =78.29'(5-22-2010)

7-7/8" BIT0 to -46'

STEEL VAULT0 to -1'

4" STEELCASING-0.5' to -46'GROUT-1' to -46'

3-7/8" BIT-46' to -187'OPENHOLECOMPLETION-46' to -187'

AUSTIN CHALK@ -41'

Topsoil: 2.5Y 4/2 dark grayish brown. Silty Clay; trace sandy, soft, moist,plastic.

Caliche: 10YR 8/6 - 8/8 yellow. Caliche; silty, abundant Clay/Claystringers, trace Fe-staining, hard - soft.

Limestone: 2.5Y 8/3 pale yellow, 7.5YR 4/6 - 5/8 strong brown. LS;microgranular/sucrosic, some silt, trace of unit slightly sandy, Fe-staining, abundant Glauconite, hard, some macrofossils, trace calcite-filled veins/fracture.

Limestone: 2.5Y 8/3 pale yellow, some 8/6 yellow. LS;microgranular/sucrosic, silty, trace of unit slightly sandy, Fe-staining,abundant Glauconite, Fe-staining, hard, some macrofossils, tracecalcite-filled veins/fractures and fossil material.

AUSTIN CHALK

Chalk Limestone: 2.5Y 8/1 white (very light gray). Chalk;microgranular/slightly sucrosic (slightly silty). trace calcite-filledmicrofossils, hard.

Chalk Limestone: 2.5Y 8/3 pale yellow. Chalk; microgranular/sucrosic,slightly silty - silty, some glauconitic, trace Hematite/Fe-staining, tracecalcite-filled shell material, hard.

Chalk Limestone: 2.5Y 8/3 pale yellow. Chalk; microgranular/sucrosic,slightly silty - silty, trace Glauconitic, some Fe-staining, trace calcite-filled shell material, hard.

Chalk Limestone: 2.5Y 8/3 pale yellow. Chalk; microgranular/sucrosic,silty, trace (less than above) Glauconitic and calcite-filled shell material,trace Fe-staining, hard.

Chalk Limestone: 2.5Y 8/6 yellow. Chalk; microgranular/sucrosic, silty,

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DETAILSSOIL/ROCKSYMBOLS

WELL

BOREHOLE SIZE

SITE LOCATION: DRILLER:ADDRESS RIG TYPE:

DRILLING METHOD:

SAMPLE DESCRIPTIONDEPTH

Science, and TechnologyEA Engineering,

405 South Hwy 121Bldg. C, Ste. 100

Lewisville, TX 75067DRILLING INFORMATION

Water level during drilling Water level in completed well Casing Elevation

BORINGSAMPLE ID

SAMPLING METHOD:

PROJECT INFORMATION

DATE DRILLED:PROJECT MANAGER:LOGGED BY:

PROJECT: DRILLING CO.:

COMPLETION

FIELD BOREHOLE LOGBOREHOLE NO.:TOTAL DEPTH:

NOTES: Page 2 of 2

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830.88'

GeoProjects InternationalBandera Road GW PlumeLeon Valley, Bexar Co., TX Evan Schaefer6799 Bandera RdMark Kelly

GEFCO Speedstar Star-30KAir Rotary (with water)10' grab samplesDoug McReynolds7-7/8", 3-7/8"5-08,09,10-2010

DW-415

187'

“These logs should not be used separately from the original report.”

EAGLE FORDSHALE @ -182'

TD = -187'

trace (less than above) Glauconitic and calcite-filled shell material, traceFe-staining, hard.

Chalk Limestone: 2.5Y 7/1 light gray. Chalk; microgranular/sucrosic -silty, some glauconitic, trace calcite-filled fossil material andveins/fractures, hard.

Chalk Limestone: 2.5Y 7/1 light gray, 5/1 gray. Chalk; microgranular -slightly sucrosic (slightly silty), trace glauconitic.

Chalk Limestone: 2.5Y 7/1 light gray. Chalk; microgranular - slightlysucrosic (slightly silty), trace very fine glauconite, trace very fine Pyritecrystals, hard.

Chalk Limestone: 2.5Y 7/1 light gray. Chalk; microgranular - slightlysucrosic (slightly silty), trace very fine glauconite, trace very fine Pyritecrystals, trace calcite-filled fossil/shell material, hard.

Chalk Limestone: 2.5Y 7/1 light gray. Chalk; microgranular - slightlysucrosic (slightly silty), trace very fine glauconite, trace very fine Pyritecrystals, trace calcite-filled fossil/shell material, hard.

EAGLE FORD SHALE

Shale: Gley1 4/N - 2.5/N dark gray - very dark gray - black. SH; silty,very slightly sandy, very fine laminations, very fine Pyrite crystals, hard,carbonaceous.

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DETAILSSOIL/ROCKSYMBOLS

WELL

BOREHOLE SIZE

SITE LOCATION: DRILLER:ADDRESS RIG TYPE:

DRILLING METHOD:

SAMPLE DESCRIPTIONDEPTH

Science, and TechnologyEA Engineering,

405 South Hwy 121Bldg. C, Ste. 100

Lewisville, TX 75067DRILLING INFORMATION

Water level during drilling Water level in completed well Casing Elevation

BORINGSAMPLE ID

SAMPLING METHOD:

PROJECT INFORMATION

DATE DRILLED:PROJECT MANAGER:LOGGED BY:

PROJECT: DRILLING CO.:

COMPLETION

FIELD BOREHOLE LOGBOREHOLE NO.:TOTAL DEPTH:

NOTES: Page 1 of 3

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830.95

GeoProjects InternationalBandera Road GW PlumeLeon Valley, Bexar Co., TX Evan Schaefer6799 Bandera RdMark Kelly

GEFCO Speedstar Star-30KAir Rotary (with water)10' grab samplesDoug McReynolds7-7/8", 3-7/8"5-08,09,10-2010

DW-416

276'

“These logs should not be used separately from the original report.”

No samplescollected forlaboratorysubmission.

7-7/8" BIT0 to -215'

STEEL VAULT0 to -1'

4" STEELCASING-0.5' to -211'GROUT-1' to -211'

AUSTIN CHALK@ -41'

Topsoil: 2.5Y 4/2 dark grayish brown. Silty Clay; trace sandy, soft, moist,plastic.

Caliche: 10YR 8/6 - 8/8 yellow. Caliche; silty, abundant Clay/Claystringers, trace Fe-staining, hard - soft.

Limestone: 2.5Y 8/3 pale yellow, 7.5YR 4/6 - 5/8 strong brown. LS;microgranular/sucrosic, some silt, trace sand, Fe-staining, someGlauconite, hard, some macrofossils, trace calcite-filled veins/fractures.

Limestone: 2.5Y 8/3 pale yellow, some 8/6 yellow. LS;microgranular/sucrosic, silty, slightly sandy, Fe-staining, someGlauconite, Fe-staining, hard, some macrofossils, trace calcite-filledveins/fractures and fossil material.

AUSTIN CHALK

Chalk Limestone: 2.5Y 8/1 white (very light gray). Chalk;microgranular/slightly sucrosic (slightly silty). trace - some calcite-filledmicrofossils, hard.

Chalk Limestone: 2.5Y 8/3 pale yellow, 7.5YR 5/6 - 5/8 strong brown.Chalf; microgranular, slightly sucrosic/silty, trace Fe-stain, somemacrofossils (Calcite-filled).

Chalk Limestone: 2.5Y 8/3 - 8/4 pale yellow. Chalk; microgranular,slightly sucrosic/slightly silty, trace glauconite, trace Fe-stain, tracemicrofossils (some calcite filled).

Chalk Limestone: 2.5Y 8/4 pale yellow. Chalk; microgranular/slightlysucrosic (slightly silty - silty); trace calcite-filled shell material, trace Fe-stain (very fine), hard.

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DETAILSSOIL/ROCKSYMBOLS

WELL

BOREHOLE SIZE

SITE LOCATION: DRILLER:ADDRESS RIG TYPE:

DRILLING METHOD:

SAMPLE DESCRIPTIONDEPTH

Science, and TechnologyEA Engineering,

405 South Hwy 121Bldg. C, Ste. 100

Lewisville, TX 75067DRILLING INFORMATION

Water level during drilling Water level in completed well Casing Elevation

BORINGSAMPLE ID

SAMPLING METHOD:

PROJECT INFORMATION

DATE DRILLED:PROJECT MANAGER:LOGGED BY:

PROJECT: DRILLING CO.:

COMPLETION

FIELD BOREHOLE LOGBOREHOLE NO.:TOTAL DEPTH:

NOTES: Page 2 of 3

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830.95

GeoProjects InternationalBandera Road GW PlumeLeon Valley, Bexar Co., TX Evan Schaefer6799 Bandera RdMark Kelly

GEFCO Speedstar Star-30KAir Rotary (with water)10' grab samplesDoug McReynolds7-7/8", 3-7/8"5-08,09,10-2010

DW-416

276'

“These logs should not be used separately from the original report.”

depth towater =175.58'(5-17-2010)

depth towater =152.84'(5-22-2010)

EAGLE FORDSHALE @ -182'

Chalk Limestone: 2.5Y 8/3 pale yellow, trace 6/8 olive yellow (Fe).Chalk; microgranular/sucrosic - silty, trace very fine Fe/Hematite, tracecalcite-filled shell, hard.

Chalk Limestone: 5Y 6/1 - 5/1 gray. Chalk; microgranular/silty (very veryfine), abundant silt, little - no Fe/Hematite and Glauconite, hard.

Chalk Limestone: 2.5Y 8/6 yellow. Chalk; microgranular/silty (very veryfine), abundant silt, trace Fe/Hematite and Glauconite, hard.

Chalk Limestone: 2.5Y 7/1 gray, 7/3 - 7/4 pale yellow. Chalk;microgranular/sucrosic (silty), trace Pyrite crystals in gray LS, traceFe/Hematite nodules/stains in yellow LS (very fine).

Chalk Limestone: Gley1 7/1 light greenish gray - 5Y 7/1 - 6/1 light gray -gray. Chalk; microgranular/sucrosic (slightly silty), some glauconitic(very fine), trace calcite-filled fracture, hard.

Chalk Limestone: 5Y 7/1 - 6/1 light gray - gray, trace Gley1 7/1 lightgreenish gray. Chalk; microgranular/sucrosic (slightly silty), trace calcite-filled veins/fractures, trace glauconitic, hard, trace silt/very fine sandgrains.

EAGLE FORD SHALE

Shale: Gley1 3/1 10Y very dark greenish gray. SH; silty - slightly sandy,trace very fine lamination, carbonaceous, (silty - very silty).

Shale: Gley1 3/1 10Y very dark greenish gray. SH; silty - slightly sandy,trace very fine lamination, carbonaceous, (silty - very silty), slightpetroliferous odor.

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DETAILSSOIL/ROCKSYMBOLS

WELL

BOREHOLE SIZE

SITE LOCATION: DRILLER:ADDRESS RIG TYPE:

DRILLING METHOD:

SAMPLE DESCRIPTIONDEPTH

Science, and TechnologyEA Engineering,

405 South Hwy 121Bldg. C, Ste. 100

Lewisville, TX 75067DRILLING INFORMATION

Water level during drilling Water level in completed well Casing Elevation

BORINGSAMPLE ID

SAMPLING METHOD:

PROJECT INFORMATION

DATE DRILLED:PROJECT MANAGER:LOGGED BY:

PROJECT: DRILLING CO.:

COMPLETION

FIELD BOREHOLE LOGBOREHOLE NO.:TOTAL DEPTH:

NOTES: Page 3 of 3

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830.95

GeoProjects InternationalBandera Road GW PlumeLeon Valley, Bexar Co., TX Evan Schaefer6799 Bandera RdMark Kelly

GEFCO Speedstar Star-30KAir Rotary (with water)10' grab samplesDoug McReynolds7-7/8", 3-7/8"5-08,09,10-2010

DW-416

276'

“These logs should not be used separately from the original report.”

CAVINGS211' to 215'

3-7/8" BIT-211' to -276'OPENHOLECOMPLETION-211' to -276'

BUDALIMESTONE @ -210'

DEL RIO CLAY@ 266'

TD = -276'

Shale: Gley1 7/1 light greenish gray - 5Y 7/1 - 6/1 light gray - gray. LS;microgranular/sucrosic (slightly silty), some glauconitic (very fine), tracecalcite-filled fracture, hard.

BUDA LIMESTONE

Limestone: 5Y 8/1 white (very light gray). LS; microgranular, very slightlysilty, microcrystalline (little - no silt), hard, calcite-filled shell material,and veins/fractures.

Limestone: 5Y 8/1 white (very light gray). LS; microgranular,silty/sucrosic, hard, trace/some veins/fractures and fossil material.

Limestone: Gley1 8/N white (very light gray). LS; microgranular -microcrystalline, trace slightly sucrosic/silty, some glauconite, tracePyrite crystals (very fine), hard, trace - some calcite-filledveins/fractures, trace fossil material.

DEL RIO CLAY

clay: 2.5Y 7/6 yellow, 6/3 light yellowish brown. Clay; slightly silty,plastic, firm.

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DETAILSSOIL/ROCKSYMBOLS

WELL

BOREHOLE SIZE

SITE LOCATION: DRILLER:ADDRESS RIG TYPE:

DRILLING METHOD:

SAMPLE DESCRIPTIONDEPTH

Science, and TechnologyEA Engineering,

405 South Hwy 121Bldg. C, Ste. 100

Lewisville, TX 75067DRILLING INFORMATION

Water level during drilling Water level in completed well Casing Elevation

BORINGSAMPLE ID

SAMPLING METHOD:

PROJECT INFORMATION

DATE DRILLED:PROJECT MANAGER:LOGGED BY:

PROJECT: DRILLING CO.:

COMPLETION

FIELD BOREHOLE LOGBOREHOLE NO.:TOTAL DEPTH:

NOTES: Page 1 of 2

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808.10'

GeoProjects InternationalBandera Road GW PlumeLeon Valley, Bexar Co., TX Evan SchaeferBandera Rd @ El VerdeMark Kelly

GEFCO Speedstar Star-30KAir Rotary (with water)10' grab samplesDoug McReynolds7-7/8", 3-7/8"5-12,13-2010

DW-417

178'

“These logs should not be used separately from the original report.”

No samplescollected forlaboratorysubmission.

depth towater =88.64'(5-18-2010)

depth towater =87.79'(5-22-2010)

7-7/8" BIT0 to -61'

STEEL VAULT0 to -1'

4" STEELCASING-0.5' to -61'GROUT-1' to -61'

3-7/8" BIT-61' to -178'OPENHOLECOMPLETION-61' to -178'

AUSTIN CHALK@ -56'

Topsoil: 10YR 6/3 - 5/3 pale brown - brown. Silty Clay; dry, soft.

Caliche: 2.5Y 8/3 - 8/4 pale yellow Caliche; clayey, silty to slightly sandy,hard, dry.

Limestone: 2.5Y 7/4 pale yellow, trace 7/1 light gray (8/1 white). LS;microgranular/sucrosic, some Fe-staining, silty/trace very fine sandy,hard.

Clay: 2.5Y 8/6 some 8/8 yellow, trace 8/1 gray / white. Clay; silty - tracesand, firm/slightly stiff, moist, trace very fine laminations.

Limestone: 2.5Y 7/4 pale yellow, trace 7/1 light gray (8/1 white). LS;microgranular/sucrosic, some Fe-staining, silty/trace very fine sand,hard.

Limestone: 2.5Y 7/1 light gray (8/1 white). LS; microgranular/sucrosic,some Fe-staining, silty/trace very fine sand, some Clay, hard.

Limestone: 2.5Y 5/1 - 6/1 gray (darker) 5Y 6/1 gray. LS;microgranular/sucrosic - silty, abundant glauconite, very fine, hard.

Limestone: 2.5Y 5/1 - 6/1 gray, 5Y 6/1 gray, some Gley1 6/N gray - 6/1greenish gray. LS; microgranular/sucrosic, slightly silty, abundantglauconite, harder than above (drill rate change at 56 ft), tighter thanabove.

AUSTIN CHALK

Chalk Limestone: Gley1 6/N gray - 6/1 greenish gray (color SAA, somesl greenish gray) slightly 'cleaner' than above, microgranular - sucrosic,slightly silty, harder than above (drill rate change at 56 ft), tighter thanabove.

Marl: Gley1 7/N light gray - 7/1 light greenish gray. Marl-Clay/LS;microgranular/silty - slightly silty, soft; more Clayey than LS, firm - stiff,some slightly hard, some plasticity.

Marl: Gley1 7/N light gray - 7/1 light greenish gray. Marl/Clayey LS/ LimyClay; microgranular/some slightly silty, soft; more Clayey than LS,slightly stiff - stiff, no visible laminations, plastic.

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DETAILSSOIL/ROCKSYMBOLS

WELL

BOREHOLE SIZE

SITE LOCATION: DRILLER:ADDRESS RIG TYPE:

DRILLING METHOD:

SAMPLE DESCRIPTIONDEPTH

Science, and TechnologyEA Engineering,

405 South Hwy 121Bldg. C, Ste. 100

Lewisville, TX 75067DRILLING INFORMATION

Water level during drilling Water level in completed well Casing Elevation

BORINGSAMPLE ID

SAMPLING METHOD:

PROJECT INFORMATION

DATE DRILLED:PROJECT MANAGER:LOGGED BY:

PROJECT: DRILLING CO.:

COMPLETION

FIELD BOREHOLE LOGBOREHOLE NO.:TOTAL DEPTH:

NOTES: Page 2 of 2

100

105

110

115

120

125

130

135

140

145

150

155

160

165

170

175

180

185

190

195

200

808.10'

GeoProjects InternationalBandera Road GW PlumeLeon Valley, Bexar Co., TX Evan SchaeferBandera Rd @ El VerdeMark Kelly

GEFCO Speedstar Star-30KAir Rotary (with water)10' grab samplesDoug McReynolds7-7/8", 3-7/8"5-12,13-2010

DW-417

178'

“These logs should not be used separately from the original report.”

EAGLE FORDSHALE @ -175'

BUDALIMESTONE @ -176'TD = -178'

Marl: Gley1 8/N white - 7/N light gray. Marl - Limy Clay/SH; slightly silty -silty/microgranular, stiff, plastic.

Marl: Gley1 8/N white - 7/N light gray. Marl - Limy Clay/SH; slightly silty -silty/microgranular, stiff, plastic.

Marl: Gley1 8/N white - 7/N light gray. Marl - Limy Clay/SH; slightly silty -silty/microgranular, stiff, plastic.

Marl: Gley1 8/N white - 7/N light gray. Marl - Limy Clay/SH; slightly silty -silty/microgranular, stiff/very stiff, trace soft (white/light gray) plastic.

Chalk Limestone: Gley1 8/N white -(8/1 light greenish gray) 7/N lightgray. Chalk; slightly silty/sucrosic, some Glauconite, some Pyritecrystals, trace calcite-filled shell material.

EAGLE FORD SHALE

Shale: Black SH, carbonaceous, silty.

BUDA LIMESTONE

Limestone: Buda LS; white/very light gray. TD @ 178' (2ft into BudaLS).

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FIELD BOREHOLE LOGBOREHOLE NO.:TOTAL DEPTH:

PROJECT INFORMATION DRILLING INFORMATION

SITE LOCATION:ADDRESS

LOGGED BY:

PROJECT MANAGER:

DRILLER:

RIG TYPE:

METHOD OF DRILLING:SAMPLING METHODS:

BOREHOLE SIZE

EA Engineering,Science, and Technology

405 South Hwy 121,Bldg. C, Ste. 100

Lewisville, TX 75067

DEPTH

PROJECT: DRILLING CO.:

DATES DRILLED:

Water level in completed wellWater level during drilling Casing Elevation

SOIL/ROCKSYMBOLS DETAILSCOMPLETION

BORINGUSCS OVM/PID

WELLSAMPLE DESCRIPTION

Page 1 of 1NOTES:

0

5

Bandera Road GW PlumeLeon Valley, Bexar Co., TX

Mark PaddackDoug McReynolds

Universal DrillingWilliam Mielsh / Kieth Barge

Fraste MultiDrill-ML

Mini Sonic

Aqualock Sediment Sampler

SB1018'

6799 Bandera Road

6 April 2009 2"

“These logs should not be used separately from the original report.”

Well Cap

0-3'6"Grout

3'6"-4'6"Bentonite

4'6"-8'Sand Pack

Asphalt: Aspahlt pavement (4-in thick)

Fill: FILL; base material consisting of chalk andlimestone clasts in crushed chalk matrix; paleyellowish brown (10 YR 6/2); dry; hard; no odor.

Clay: @ 1 ft CLAY, organic clay; brownish black (5YR 2/1); widely scattered small calcarousconcretions; medium placticity; relatively dry; no odor;grades to below unit. @ 39-in CLAY; inorganic clay;dark yellowish brown (10 YR 4/2); scattered gravelclasts and calcareous concretions; low pasticity;relatively dry; no odor.

Caliche: @ 41-in CALICHE; sand-gravel-clay mixwith calcareous cementation; very pale orange (10YR 8/2); weakly cemented to 4.25 ft bgs, wellcemented to 8 ft bgs; brittle; dry; no odor.

Bedrock: @ 8 ft Auger refusal due to competentbedrock

4.8 ppm

5.59 ppm

1.87 ppm

OL/CL

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FIELD BOREHOLE LOGBOREHOLE NO.:TOTAL DEPTH:

PROJECT INFORMATION DRILLING INFORMATION

SITE LOCATION:ADDRESS

LOGGED BY:

PROJECT MANAGER:

DRILLER:

RIG TYPE:

METHOD OF DRILLING:SAMPLING METHODS:

BOREHOLE SIZE

EA Engineering,Science, and Technology

405 South Hwy 121,Bldg. C, Ste. 100

Lewisville, TX 75067

DEPTH

PROJECT: DRILLING CO.:

DATES DRILLED:

Water level in completed wellWater level during drilling Casing Elevation

SOIL/ROCKSYMBOLS DETAILSCOMPLETION

BORINGUSCS OVM/PID

WELLSAMPLE DESCRIPTION

Page 1 of 1NOTES:

0

5

Bandera Road GW PlumeLeon Valley, Bexar Co., TX

Mark PaddackDoug McReynolds

Universal DrillingWilliam Mielsh / Kieth Barge

Fraste MultiDrill-ML

Mini Sonic

Aqualock Sediment Sampler

SB1029'4"

6799 Bandera Road

7 April 2009 2"

“These logs should not be used separately from the original report.”

Well Cap

0-3'6"Grout

3'6"-4'6"Bentonite

4'6"-9'4"Sand Pack

Asphalt: Aspahlt pavement (3-in thick)

Fill: FILL; base material consisting of limestone clastsin crushed chalk matrix; grayish orange (10 YR 7/4);poorly sorted; dry; no odor.

Clay: @ 17-in CLAY, orgnanic clay; grayish black (N2); widely scattered small calcarous concretions, rootfragements; low placticity; relatively dry; no odor;grades to below unit.

Clay: @ 35-in CLAY; inorganic clay; dark yellowishbrown (10 YR 4/2); scattered gravel clasts andcalcareous concretions; low pasticity; relatively dry;no odor.

Caliche: @ 47-in CALICHE; gravel-clay mix withcalcareous cementation; very pale orange (10 YR8/2); well cemented; brittle; dry; no odor.

Bedrock: @ 9-ft 4-in Auger refusal due to competentbedrock

1.01 ppm

617 ppm

30.8 ppm

2.94 ppm

1.99 ppm

1.08 ppm

OL

CL

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FIELD BOREHOLE LOGBOREHOLE NO.:TOTAL DEPTH:

PROJECT INFORMATION DRILLING INFORMATION

SITE LOCATION:ADDRESS

LOGGED BY:

PROJECT MANAGER:

DRILLER:

RIG TYPE:

METHOD OF DRILLING:SAMPLING METHODS:

BOREHOLE SIZE

EA Engineering,Science, and Technology

405 South Hwy 121,Bldg. C, Ste. 100

Lewisville, TX 75067

DEPTH

PROJECT: DRILLING CO.:

DATES DRILLED:

Water level in completed wellWater level during drilling Casing Elevation

SOIL/ROCKSYMBOLS DETAILSCOMPLETION

BORINGUSCS OVM/PID

WELLSAMPLE DESCRIPTION

Page 1 of 1NOTES:

0

5

Bandera Road GW PlumeLeon Valley, Bexar Co., TX

Mark PaddackDoug McReynolds

Universal DrillingWilliam Mielsh / Kieth Barge

Fraste MultiDrill-ML

Mini Sonic

Aqualock Sediment Sampler

SB1039'4"

6799 Bandera Road

7 April 2009 2"

“These logs should not be used separately from the original report.”

Well Cap

0-3'6"Grout

3'6"-4'6"Bentonite

4'6"-9'4"Sand Pack

Asphalt: Aspahlt pavement (3-in thick)

Fill: FILL; base material consisting of limestone clastsin crushed chalk matrix; grayish orange (10 YR 7/4);poorly sorted; dry; no odor.

Clay: @ 20-in CLAY, orgnanic clay; olive black (5 Y2/1); widely scattered small calcarous concretions,root fragements; low placticity; slightly moist; no odor;grades to below unit.

Clay: @ 5-ft CLAY; inorganic clay; pale yellowishbrown (10 YR 6/2); abundant limestone gravel clasts;high pasticity; slightly moist; no odor.

Caliche: @ 47-in CALICHE; abundant gravel withclay in calcareous matrix; pinkish gray (5 YR 8/1);friable at top, becomes hard with depth; dry; no odor.

Bedrock: @ 9-ft 4-in Auger refusal due to competentbedrock

0.572 ppm

0.916 ppm

1.10 ppm

OL

CH

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FIELD BOREHOLE LOGBOREHOLE NO.:TOTAL DEPTH:

PROJECT INFORMATION DRILLING INFORMATION

SITE LOCATION:ADDRESS

LOGGED BY:

PROJECT MANAGER:

DRILLER:

RIG TYPE:

METHOD OF DRILLING:SAMPLING METHODS:

BOREHOLE SIZE

EA Engineering,Science, and Technology

405 South Hwy 121,Bldg. C, Ste. 100

Lewisville, TX 75067

DEPTH

PROJECT: DRILLING CO.:

DATES DRILLED:

Water level in completed wellWater level during drilling Casing Elevation

SOIL/ROCKSYMBOLS DETAILSCOMPLETION

BORINGUSCS OVM/PID

WELLSAMPLE DESCRIPTION

Page 1 of 1NOTES:

0

5

10

Bandera Road GW PlumeLeon Valley, Bexar Co., TX

Mark PaddackDoug McReynolds

Universal DrillingWilliam Mielsh / Kieth Barge

Fraste MultiDrill-ML

Mini Sonic

Aqualock Sediment Sampler

SB10410'2"

6799 Bandera Road

7 April 2009 2"

“These logs should not be used separately from the original report.”

Well Cap

0-3'3"Grout

3'3"-4'6"Bentonite

4'6"-10'2"Sand Pack

Asphalt: Aspahlt pavement (2-in thick)

Fill: FILL; base material consisting of limestone clastsin crushed chalk and clay matrix; grayish orange (10YR 7/4); hard, well compacted; slightly moist; noodor.

Clay: @ 16-in CLAY, orgnanic clay; grayish black (N2) to greenish black (5 GY 2/1); widely scatteredcalcarous concretions, high placticity; moist; odornoted ; grades to below unit.

Clay: @ 5-ft 7-in CLAY; inorganic silty clay; paleyellowish brown (10 YR 6/2); abundant caliche clasts;medium pasticity; relatively dry; no odor.

Caliche: @ 5-ft 11-in CALICHE; clay and scattteredgravel with calcareous matrix; very pale orange (10YR 8/2); hard, brittle; dry; no odor.

Bedrock: @ 10-ft 2-in Auger refusal due to competentbedrock

0.807 ppm

14.0 ppm

2.96 ppm

0.985 ppm

OH

CL

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FIELD BOREHOLE LOGBOREHOLE NO.:TOTAL DEPTH:

PROJECT INFORMATION DRILLING INFORMATION

SITE LOCATION:ADDRESS

LOGGED BY:

PROJECT MANAGER:

DRILLER:

RIG TYPE:

METHOD OF DRILLING:SAMPLING METHODS:

BOREHOLE SIZE

EA Engineering,Science, and Technology

405 South Hwy 121,Bldg. C, Ste. 100

Lewisville, TX 75067

DEPTH

PROJECT: DRILLING CO.:

DATES DRILLED:

Water level in completed wellWater level during drilling Casing Elevation

SOIL/ROCKSYMBOLS DETAILSCOMPLETION

BORINGUSCS OVM/PID

WELLSAMPLE DESCRIPTION

Page 1 of 1NOTES:

0

5

Bandera Road GW PlumeLeon Valley, Bexar Co., TX

Mark PaddackDoug McReynolds

Universal DrillingWilliam Mielsh / Kieth Barge

Fraste MultiDrill-ML

Mini Sonic

Aqualock Sediment Sampler

SB1059'6"

6799 Bandera Road

7 April 2009 2"

“These logs should not be used separately from the original report.”

Well Cap

0-3'6"Grout

3'6"-4'6"Bentonite

4'6"-9'6"Sand Pack

Asphalt: Aspahlt pavement (4-in thick)

Fill: FILL; base material consisting of limestone clastsin crushed chalk and clay matrix; grayish orange (10YR 7/4); dry; no odor.

Clay: @ 21-in CLAY, organic clay; olive black (5 Y2/1); widely scattered small calcarous concretions,high placticity; moist; odor noted ; grades to belowunit.

Clay: @ 6-ft CLAY; inorganic clay; brownish gray (5YR 4/1); widely scattered calcareous concretions;medium pasticity; moist; no odor.

Caliche: @ 7-ft CALICHE; gravel and clay incalcareous matrix; very pale orange (10 YR 8/2);weakly cemented at top, become hard and brittle withdepth; dry; no odor.

Bedrock: @ 9-ft 6-in Auger refusal due to competentbedrock

0.859 ppm

0.142 ppm

2.96 ppm

1.56 ppm

0.029 ppm

OH

CL

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FIELD BOREHOLE LOGBOREHOLE NO.:TOTAL DEPTH:

PROJECT INFORMATION DRILLING INFORMATION

SITE LOCATION:ADDRESS

LOGGED BY:

PROJECT MANAGER:

DRILLER:

RIG TYPE:

METHOD OF DRILLING:SAMPLING METHODS:

BOREHOLE SIZE

EA Engineering,Science, and Technology

405 South Hwy 121,Bldg. C, Ste. 100

Lewisville, TX 75067

DEPTH

PROJECT: DRILLING CO.:

DATES DRILLED:

Water level in completed wellWater level during drilling Casing Elevation

SOIL/ROCKSYMBOLS DETAILSCOMPLETION

BORINGUSCS OVM/PID

WELLSAMPLE DESCRIPTION

Page 1 of 1NOTES:

0

Bandera Road GW PlumeLeon Valley, Bexar Co., TX

Mark PaddackDoug McReynolds

N/AN/A

N/A

Hand Auger

Hand Auger

SB20138"

6799 Bandera Road

6 April 2009 2"

“These logs should not be used separately from the original report.”

Well Cap

0-10"Grout

10"-26"Bentonite

26"-38"Sand Pack

Asphalt: 2" asphalt

Fill: Fill; Compacted base material consisting ofcrushed chalk and rock flour, pale yellowish brown(10YR6/2), slightly moist, poorly sorted, no odor.Concrete at 22-in, possible overpour from slab.

Clay: Clay; clay organic; brownish balck (5YR2/1);high plasticity, moist, no odor noted

Clay: 38" total depth of boring.

1.04 ppm

CL

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FIELD BOREHOLE LOGBOREHOLE NO.:TOTAL DEPTH:

PROJECT INFORMATION DRILLING INFORMATION

SITE LOCATION:ADDRESS

LOGGED BY:

PROJECT MANAGER:

DRILLER:

RIG TYPE:

METHOD OF DRILLING:SAMPLING METHODS:

BOREHOLE SIZE

EA Engineering,Science, and Technology

405 South Hwy 121,Bldg. C, Ste. 100

Lewisville, TX 75067

DEPTH

PROJECT: DRILLING CO.:

DATES DRILLED:

Water level in completed wellWater level during drilling Casing Elevation

SOIL/ROCKSYMBOLS DETAILSCOMPLETION

BORINGUSCS OVM/PID

WELLSAMPLE DESCRIPTION

Page 1 of 1NOTES:

0

Bandera Road GW PlumeLeon Valley, Bexar Co., TX

Mark PaddackDoug McReynolds

N/AN/A

N/A

Hand Auger

Hand Auger

SB20440"

6799 Bandera Road

7 April 2009 2"

“These logs should not be used separately from the original report.”

Well Cap

0-8"Grout

8"-12"Bentonite

12"-40"Sand Pack

Asphalt: 2" Asphalt

Fill: Fill; consists of base material; limestone in clayand clayey/sandy chalk matrix, grayish orange(10YR7/4), hard, dry

Clay: Clay; organic clay, olive black (5YR2/1), widelyscattered calcareous concreations, moist, highplasticity, odor detected in unit

Clay: 40" Total depth

OH

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UNITED STATES ENVIRONMENTAL PROTECTION AGENCYRegion 6 Laboratory

10625 Fallstone Road, Houston, TX 77099Phone: (281)983-2100 Fax: (281)983-2248

Sample Collection Date(s)--

Site Name ---------------------Bandera Road Groundwater Plume

Contact------------------------- Chris Villarreal (6SF-RA)

Report Date-------------------- 02/08/11

Environmental Services Branch

Project #----------------------- 11SF008

Final Analytical Report

- 10/19/1010/16/10

10100071010022

Work Order(s)-----------------

Analyses included in this report:Air TO-15(SIM/Scan) ug/m3

Report NarrativeDue to sample dilutions the lowest possible detection limits were not obtainable for the compounds of interest. Dilution factors required and resultant sample carryover contaminated the analysis system which required stopping the analysis, doing system cleanup and then sample reruns. The high results of tetrachloroethene are also suspected of causing the slight excursion from the QC limits of the second LCS duplicate.

Reporting limits are adjusted for sample size and matrix interference.

Standard procedures for quality assurance and quality control were followed in the analysis andreporting of the sample results. The results apply only to the samples tested. This final reportshould only be reproduced in full.

Richard McMillinRegion 6 Laboratory Branch ChiefDavid Neleigh

Report Approvals:

Region 6 Laboratory Manager

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Comments:

Received by and Date__________________________________________________/_____/_______

Christy WarrenData Management CoordinatorRegion 6 Laboratory6MD-HS

Please sign and date this form below and return it with any comments to:

Please have the U.S. EPA Project Manager/Officer call the Data Management Coordinator at 3-2137 for any comments or questions.

Date Transmitted: _____/_____/_______

/ /Data Management Coordinator: Christy Warren

Houston, Texas 77099

UNITED STATES ENVIRONMENTAL PROTECTION AGENCY

Region 6 Environmental Services Branch Laboratory10625 Fallstone Road

Data Management Coordinator Signature Date

The laboratory routinely disposes of samples 90 days after all analyses have been completed. If you have a need to hold these samples in custody longer than 90 days, please sign below.

____________________________________________ ___________________Signature Date

Please provide a reason for holding:

Sample Receipt and Disposal

Project Number: 11SF008Site Name: Bandera Road Groundwater Plume

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

Station ID Laboratory ID Sample Type Date Collected

ANALYTICAL REPORT FOR SAMPLES

Date Received

1010007-01 air 10/19/10 08:50DW-404-SVE 10/17/10 17:28

1010007-02 air 10/19/10 08:50DW-408-SVE 10/17/10 10:51

1010007-03 air 10/19/10 08:50DW-414-SVE 10/18/10 12:15

1010007-04 air 10/19/10 08:50DW-414-SVE-Effluent 10/18/10 12:18

1010007-05 air 10/19/10 08:50DW-415-SVE 10/17/10 13:42

1010007-06 air 10/19/10 08:50SB-103-SVE 10/16/10 16:42

1010007-07 air 10/19/10 08:50SB-204-SVE 10/16/10 17:44

1010007-08 air 10/19/10 08:50USGS-42D-SVE 10/16/10 14:27

1010007-09 air 10/19/10 08:50USGS-42-SVE 10/16/10 14:17

1010022-01 air 10/21/10 08:55BKG-AIR #1 10/19/10 17:20

1010022-02 air 10/21/10 08:55Trip Blank Air # 1 10/19/10 21:03

1010022-03 air 10/21/10 08:55VI-211-CIA 10/19/10 17:07

1010022-04 air 10/21/10 08:55VI-212-CIA 10/19/10 20:30

Page 1 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

1010007-01

Sample Qualifiers:B0J2104Batch:

Lab ID:

airSample Type:Date Collected: 10/17/10

Station ID: DW-404-SVEToxic Organic Compounds in Ambient Air-TO15 - GC/MS

Initial Pressure: 11.3 psia

ppbv %Recovery

%RecoveryPrepared AnalyzedLimits

Result AnalyteQualifiersAnalyte

Surrogates

4.39 11/10/10 70-130110.0Surr: 4-Bromofluorobenzene 10/21/10

µg/m³ ppbv

µg/m³ AnalyzedPreparedDilutionReporting Limit

QualifiersResult

Analyte (CAS Number) Analyte

Targets

ppbv2.5036.4 10/21/10 11/12/10 5.95Acetone (67-64-1) 15.3 1025.0317 " 11/12/10 80.0Benzene (71-43-2) 99.0 1000.251.30 " 11/10/10 Benzyl chloride (100-44-7) U U 10.250.55 " "1,3-Butadiene (106-99-0) U U "0.504.70 " "1.482-Butanone (78-93-3) 1.59 "0.251.68 " "Bromodichloromethane (75-27-4) U U "0.252.59 " "Bromoform (75-25-2) U U "0.250.97 " "Bromomethane (74-83-9) U U "0.2513.4 " "0.78Carbon disulfide (75-15-0) 4.30 "0.100.69 " "0.63Carbon tetrachloride (56-23-5) 0.11 "0.251.15 " "Chlorobenzene (108-90-7) U U "0.252.13 " "Chlorodibromomethane (124-48-1) U U "0.250.66 " "Chloroethane (75-00-3) U U "0.251.22 " "Chloroform (67-66-3) U U "0.251.24 " "0.52Chloromethane (74-87-3) 0.60 "0.250.86 " "Cyclohexane (110-82-7) U U "0.251.92 " "1,2-Dibromoethane (106-93-4) U U "0.251.51 " 11/12/10 1,2-Dichlorobenzene (95-50-1) U U "0.251.51 " 11/10/10 1,3-Dichlorobenzene (541-73-1) U U "0.251.51 " "1,4-Dichlorobenzene (106-46-7) U U "0.252.53 " "1.24Dichlorodifluoromethane (75-71-8) 0.51 "0.251.01 " "1,1-Dichloroethane (75-34-3) U U "0.251.01 " "1,2-Dichloroethane (107-06-2) U U "0.250.99 " "1,1-Dichloroethene (75-35-4) U U "0.2528.0 " "0.99cis-1,2-Dichloroethene (156-59-2) 7.04 "0.250.99 " "trans-1,2-Dichloroethene (156-60-5) U U "0.251.16 " "1,2-Dichloropropane (78-87-5) U U "0.251.14 " "cis-1,3-Dichloropropene (10061-01-5) U U "0.251.14 " "trans-1,3-Dichloropropene (10061-02-6) U U "

Page 2 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

1010007-01

Sample Qualifiers:B0J2104Batch:

Lab ID:

airSample Type:Date Collected: 10/17/10

Station ID: DW-404-SVEToxic Organic Compounds in Ambient Air-TO15 - GC/MS

Initial Pressure: 11.3 psia

µg/m³ ppbv

µg/m³ AnalyzedPreparedDilutionReporting Limit

QualifiersResult

Analyte (CAS Number) Analyte

Targets (Continued)

ppbv0.251.75 10/21/10 11/10/10 1,2-Dichloro-1,1,2,2-tetrafluoroethane

(76-14-2)U U "

0.2514.8 " "1.09Ethylbenzene (100-41-4) 3.40 "2.5034.9 " 11/12/10 12.31-Ethyl-4-methylbenzene (622-96-8) 7.10 100.251.11 " 11/10/10 1.03n-Heptane (142-82-5) 0.27 10.251.24 " "0.88n-Hexane (110-54-3) 0.35 "0.250.87 " "Methylene chloride (75-09-2) U U "0.504.43 " "2.054-Methyl-2-pentanone (108-10-1) 1.08 "0.250.90 " "Methyl tertiary-butyl ether (1634-04-4) U U "0.251.07 " "Styrene (100-42-5) U U "0.252.68 " "1.721,1,2,2-Tetrachloroethane (79-34-5) 0.39 "2.50347 " 11/12/10 17.0Tetrachloroethene (127-18-4) 51.0 102.50174 " "9.44Toluene (108-88-3) 46.0 "0.251.37 " 11/10/10 1,1,1-Trichloroethane (71-55-6) U U 10.251.37 " "1,1,2-Trichloroethane (79-00-5) U U "0.2517.8 " "1.35Trichloroethene (79-01-6) 3.30 "0.251.41 " "Trichlorofluoromethane (75-69-4) U U "0.251.92 " "1,1,2-Trichloro-1,2,2-trifluoroethane

(76-13-1)U U "

2.50111 " 11/12/10 12.31,2,4-Trimethylbenzene (95-63-6) 22.5 100.2550.8 " 11/10/10 1.231,3,5-Trimethylbenzene (108-67-8) 10.3 10.250.64 " "Vinyl chloride (75-01-4) U U "0.2562.7 " "1.09meta-/para-Xylene (na) 14.4 "0.2541.9 " "1.09ortho-Xylene (95-47-6) 9.64 "

Page 3 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

1010007-02

Sample Qualifiers:B0J2104Batch:

Lab ID:

airSample Type:Date Collected: 10/17/10

Station ID: DW-408-SVEToxic Organic Compounds in Ambient Air-TO15 - GC/MS

Initial Pressure: 11.9 psia

ppbv %Recovery

%RecoveryPrepared AnalyzedLimits

Result AnalyteQualifiersAnalyte

Surrogates

4.00 11/10/10 70-130100.0Surr: 4-Bromofluorobenzene 10/21/10

µg/m³ ppbv

µg/m³ AnalyzedPreparedDilutionReporting Limit

QualifiersResult

Analyte (CAS Number) Analyte

Targets

ppbv2.5042.4 10/21/10 11/12/10 5.95Acetone (67-64-1) 17.8 102.50244 " "8.00Benzene (71-43-2) 76.1 "0.251.30 " 11/10/10 Benzyl chloride (100-44-7) U U 10.250.55 " "1,3-Butadiene (106-99-0) U U "0.501.48 " "2-Butanone (78-93-3) U U "0.251.68 " "Bromodichloromethane (75-27-4) U U "0.252.59 " "Bromoform (75-25-2) U U "0.250.97 " "Bromomethane (74-83-9) U U "0.2515.0 " "0.78Carbon disulfide (75-15-0) 4.81 "0.251.58 " "Carbon tetrachloride (56-23-5) U U "0.251.15 " "Chlorobenzene (108-90-7) U U "0.252.13 " "Chlorodibromomethane (124-48-1) U U "0.250.66 " "Chloroethane (75-00-3) U U "0.251.22 " "Chloroform (67-66-3) U U "0.251.06 " "0.52Chloromethane (74-87-3) 0.51 "0.250.86 " "Cyclohexane (110-82-7) U U "0.251.92 " "1,2-Dibromoethane (106-93-4) U U "0.251.51 " "1,2-Dichlorobenzene (95-50-1) U U "0.251.51 " "1,3-Dichlorobenzene (541-73-1) U U "0.251.51 " "1,4-Dichlorobenzene (106-46-7) U U "0.251.93 " "1.24Dichlorodifluoromethane (75-71-8) 0.39 "0.251.01 " "1,1-Dichloroethane (75-34-3) U U "0.251.01 " "1,2-Dichloroethane (107-06-2) U U "0.250.99 " "1,1-Dichloroethene (75-35-4) U U "2.5044.1 " 11/12/10 9.93cis-1,2-Dichloroethene (156-59-2) 11.1 100.250.99 " 11/10/10 trans-1,2-Dichloroethene (156-60-5) U U 10.251.16 " "1,2-Dichloropropane (78-87-5) U U "0.251.14 " "cis-1,3-Dichloropropene (10061-01-5) U U "0.251.14 " "trans-1,3-Dichloropropene (10061-02-6) U U "

Page 4 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

1010007-02

Sample Qualifiers:B0J2104Batch:

Lab ID:

airSample Type:Date Collected: 10/17/10

Station ID: DW-408-SVEToxic Organic Compounds in Ambient Air-TO15 - GC/MS

Initial Pressure: 11.9 psia

µg/m³ ppbv

µg/m³ AnalyzedPreparedDilutionReporting Limit

QualifiersResult

Analyte (CAS Number) Analyte

Targets (Continued)

ppbv0.251.75 10/21/10 11/10/10 1,2-Dichloro-1,1,2,2-tetrafluoroethane

(76-14-2)U U "

0.258.04 " "1.09Ethylbenzene (100-41-4) 1.85 "0.2520.5 " "1.231-Ethyl-4-methylbenzene (622-96-8) 4.17 "0.251.56 " "1.03n-Heptane (142-82-5) 0.38 "0.251.73 " "0.88n-Hexane (110-54-3) 0.49 "0.250.87 " "Methylene chloride (75-09-2) U U "0.506.15 " "2.054-Methyl-2-pentanone (108-10-1) 1.50 "0.250.90 " "Methyl tertiary-butyl ether (1634-04-4) U U "0.251.07 " "Styrene (100-42-5) U U "0.251.72 " "1,1,2,2-Tetrachloroethane (79-34-5) U U "25.0877 " 11/12/10 170Tetrachloroethene (127-18-4) 129 1002.50355 " 11/12/10 9.44Toluene (108-88-3) 94.1 100.251.37 " 11/10/10 1,1,1-Trichloroethane (71-55-6) U U 10.251.37 " "1,1,2-Trichloroethane (79-00-5) U U "2.5049.5 " 11/12/10 13.5Trichloroethene (79-01-6) 9.20 100.251.86 " 11/10/10 1.41Trichlorofluoromethane (75-69-4) 0.33 10.251.92 " "1,1,2-Trichloro-1,2,2-trifluoroethane

(76-13-1)U U "

2.5029.1 " 11/12/10 12.31,2,4-Trimethylbenzene (95-63-6) 5.90 100.2513.7 " 11/10/10 1.231,3,5-Trimethylbenzene (108-67-8) 2.79 10.252.46 " "0.64Vinyl chloride (75-01-4) 0.96 "0.2528.7 " "1.09meta-/para-Xylene (na) 6.60 "0.2515.5 " "1.09ortho-Xylene (95-47-6) 3.56 "

Page 5 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

1010007-03

Sample Qualifiers:B0J2104Batch:

Lab ID:

airSample Type:Date Collected: 10/18/10

Station ID: DW-414-SVEToxic Organic Compounds in Ambient Air-TO15 - GC/MS

Initial Pressure: 10.6 psia

ppbv %Recovery

%RecoveryPrepared AnalyzedLimits

Result AnalyteQualifiersAnalyte

Surrogates

3.75 11/10/10 70-13093.8Surr: 4-Bromofluorobenzene 10/21/10

µg/m³ ppbv

µg/m³ AnalyzedPreparedDilutionReporting Limit

QualifiersResult

Analyte (CAS Number) Analyte

Targets

ppbv0.2516.7 10/21/10 11/10/10 0.60Acetone (67-64-1) 7.00 12.50174 " 11/12/10 8.00Benzene (71-43-2) 54.4 100.251.30 " 11/10/10 Benzyl chloride (100-44-7) U U 10.250.55 " "1,3-Butadiene (106-99-0) U U "0.501.48 " "2-Butanone (78-93-3) U U "0.251.68 " "Bromodichloromethane (75-27-4) U U "0.252.59 " "Bromoform (75-25-2) U U "0.250.97 " "Bromomethane (74-83-9) U U "0.2513.4 " "0.78Carbon disulfide (75-15-0) 4.29 "0.251.58 " "Carbon tetrachloride (56-23-5) U U "0.251.15 " "Chlorobenzene (108-90-7) U U "0.252.13 " "2.13Chlorodibromomethane (124-48-1) 0.25 "0.250.66 " "Chloroethane (75-00-3) U U "0.251.22 " "Chloroform (67-66-3) U U "0.251.24 " "0.52Chloromethane (74-87-3) 0.60 "0.250.86 " "Cyclohexane (110-82-7) U U "0.251.92 " "1,2-Dibromoethane (106-93-4) U U "0.251.51 " "1,2-Dichlorobenzene (95-50-1) U U "0.251.51 " "1,3-Dichlorobenzene (541-73-1) U U "0.251.51 " "1,4-Dichlorobenzene (106-46-7) U U "0.251.98 " "1.24Dichlorodifluoromethane (75-71-8) 0.40 "0.251.01 " "1,1-Dichloroethane (75-34-3) U U "0.251.01 " "1,2-Dichloroethane (107-06-2) U U "0.250.99 " "1,1-Dichloroethene (75-35-4) U U "0.2525.8 " "0.99cis-1,2-Dichloroethene (156-59-2) 6.50 "0.251.03 " "0.99trans-1,2-Dichloroethene (156-60-5) 0.26 "0.251.16 " "1,2-Dichloropropane (78-87-5) U U "0.251.14 " "cis-1,3-Dichloropropene (10061-01-5) U U "0.251.14 " "trans-1,3-Dichloropropene (10061-02-6) U U "

Page 6 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

1010007-03

Sample Qualifiers:B0J2104Batch:

Lab ID:

airSample Type:Date Collected: 10/18/10

Station ID: DW-414-SVEToxic Organic Compounds in Ambient Air-TO15 - GC/MS

Initial Pressure: 10.6 psia

µg/m³ ppbv

µg/m³ AnalyzedPreparedDilutionReporting Limit

QualifiersResult

Analyte (CAS Number) Analyte

Targets (Continued)

ppbv0.251.75 10/21/10 11/10/10 1,2-Dichloro-1,1,2,2-tetrafluoroethane

(76-14-2)U U "

0.255.26 " "1.09Ethylbenzene (100-41-4) 1.21 "0.2516.6 " "1.231-Ethyl-4-methylbenzene (622-96-8) 3.38 "0.251.03 " "n-Heptane (142-82-5) U U "0.250.88 " "n-Hexane (110-54-3) U U "0.250.87 " "Methylene chloride (75-09-2) U U "0.507.79 " "2.054-Methyl-2-pentanone (108-10-1) 1.90 "0.250.90 " "Methyl tertiary-butyl ether (1634-04-4) U U "0.251.07 " "Styrene (100-42-5) U U "0.251.72 " "1,1,2,2-Tetrachloroethane (79-34-5) U U "25.05,790 " 11/12/10 170Tetrachloroethene (127-18-4) 852 1002.50259 " 11/12/10 9.44Toluene (108-88-3) 68.5 100.251.37 " 11/10/10 1,1,1-Trichloroethane (71-55-6) U U 10.251.37 " "1,1,2-Trichloroethane (79-00-5) U U "2.5053.8 " 11/12/10 13.5Trichloroethene (79-01-6) 10.00 100.251.41 " 11/10/10 Trichlorofluoromethane (75-69-4) U U 10.251.92 " "1,1,2-Trichloro-1,2,2-trifluoroethane

(76-13-1)U U "

2.5019.7 " "12.31,2,4-Trimethylbenzene (95-63-6) 4.00 100.2510.4 " "1.231,3,5-Trimethylbenzene (108-67-8) 2.12 10.250.64 " "Vinyl chloride (75-01-4) U U "0.2518.4 " "1.09meta-/para-Xylene (na) 4.23 "0.2511.2 " "1.09ortho-Xylene (95-47-6) 2.58 "

Page 7 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

1010007-04

Sample Qualifiers:B0J2104Batch:

Lab ID:

airSample Type:Date Collected: 10/18/10

Station ID: DW-414-SVE-EffluentToxic Organic Compounds in Ambient Air-TO15 - GC/MS

Initial Pressure: 10.3 psia

ppbv %Recovery

%RecoveryPrepared AnalyzedLimits

Result AnalyteQualifiersAnalyte

Surrogates

3.73 11/11/10 70-13093.2Surr: 4-Bromofluorobenzene 10/21/10

µg/m³ ppbv

µg/m³ AnalyzedPreparedDilutionReporting Limit

QualifiersResult

Analyte (CAS Number) Analyte

Targets

ppbv5.0011.9 10/21/10 11/11/10 Acetone (67-64-1) U U 205.0016.0 " "Benzene (71-43-2) U U "5.0025.9 " "Benzyl chloride (100-44-7) U U "5.0011.1 " "1,3-Butadiene (106-99-0) U U "10.029.5 " "2-Butanone (78-93-3) U U "5.0033.6 " "Bromodichloromethane (75-27-4) U U "5.0051.8 " "Bromoform (75-25-2) U U "5.0019.5 " "Bromomethane (74-83-9) U U "5.0015.6 " "Carbon disulfide (75-15-0) U U "5.0031.5 " "Carbon tetrachloride (56-23-5) U U "5.0023.1 " "Chlorobenzene (108-90-7) U U "5.0042.7 " "Chlorodibromomethane (124-48-1) U U "5.0013.2 " "Chloroethane (75-00-3) U U "5.0024.5 " "Chloroform (67-66-3) U U "5.0010.3 " "Chloromethane (74-87-3) U U "5.0017.2 " "Cyclohexane (110-82-7) U U "5.0038.5 " "1,2-Dibromoethane (106-93-4) U U "5.0030.1 " "1,2-Dichlorobenzene (95-50-1) U U "5.0030.1 " "1,3-Dichlorobenzene (541-73-1) U U "5.0030.1 " "1,4-Dichlorobenzene (106-46-7) U U "5.0024.8 " "Dichlorodifluoromethane (75-71-8) U U "5.0020.3 " "1,1-Dichloroethane (75-34-3) U U "5.0020.3 " "1,2-Dichloroethane (107-06-2) U U "5.0019.9 " "1,1-Dichloroethene (75-35-4) U U "5.0019.9 " "cis-1,2-Dichloroethene (156-59-2) U U "5.0019.9 " "trans-1,2-Dichloroethene (156-60-5) U U "5.0023.2 " "1,2-Dichloropropane (78-87-5) U U "5.0022.7 " "cis-1,3-Dichloropropene (10061-01-5) U U "5.0022.7 " "trans-1,3-Dichloropropene (10061-02-6) U U "

Page 8 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

1010007-04

Sample Qualifiers:B0J2104Batch:

Lab ID:

airSample Type:Date Collected: 10/18/10

Station ID: DW-414-SVE-EffluentToxic Organic Compounds in Ambient Air-TO15 - GC/MS

Initial Pressure: 10.3 psia

µg/m³ ppbv

µg/m³ AnalyzedPreparedDilutionReporting Limit

QualifiersResult

Analyte (CAS Number) Analyte

Targets (Continued)

ppbv5.0035.0 10/21/10 11/11/10 1,2-Dichloro-1,1,2,2-tetrafluoroethane

(76-14-2)U U "

5.0021.7 " "Ethylbenzene (100-41-4) U U "5.0024.6 " "1-Ethyl-4-methylbenzene (622-96-8) U U "5.0020.5 " "n-Heptane (142-82-5) U U "5.0017.6 " "n-Hexane (110-54-3) U U "5.0017.4 " "Methylene chloride (75-09-2) U U "

10.0041.0 " "4-Methyl-2-pentanone (108-10-1) U U "5.0018.1 " "Methyl tertiary-butyl ether (1634-04-4) U U "5.0021.3 " "Styrene (100-42-5) U U "5.0034.4 " "1,1,2,2-Tetrachloroethane (79-34-5) U U "5.0034.0 " "Tetrachloroethene (127-18-4) U U "5.0018.9 " "Toluene (108-88-3) U U "5.0027.3 " "1,1,1-Trichloroethane (71-55-6) U U "5.0027.3 " "1,1,2-Trichloroethane (79-00-5) U U "5.0026.9 " "Trichloroethene (79-01-6) U U "5.0028.1 " "Trichlorofluoromethane (75-69-4) U U "5.0038.4 " "1,1,2-Trichloro-1,2,2-trifluoroethane

(76-13-1)U U "

5.0024.6 " "1,2,4-Trimethylbenzene (95-63-6) U U "5.0024.6 " "1,3,5-Trimethylbenzene (108-67-8) U U "5.0012.8 " "Vinyl chloride (75-01-4) U U "5.0021.8 " "meta-/para-Xylene (na) U U "5.0021.7 " "ortho-Xylene (95-47-6) U U "

Page 9 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

1010007-05

Sample Qualifiers:B0J2104Batch:

Lab ID:

airSample Type:Date Collected: 10/17/10

Station ID: DW-415-SVEToxic Organic Compounds in Ambient Air-TO15 - GC/MS

Initial Pressure: 10.8 psia

ppbv %Recovery

%RecoveryPrepared AnalyzedLimits

Result AnalyteQualifiersAnalyte

Surrogates

4.09 11/11/10 70-130102.0Surr: 4-Bromofluorobenzene 10/21/10

µg/m³ ppbv

µg/m³ AnalyzedPreparedDilutionReporting Limit

QualifiersResult

Analyte (CAS Number) Analyte

Targets

ppbv5.0017.1 10/21/10 11/10/10 11.9Acetone (67-64-1) 7.20 205.00131 " 11/11/10 16.0Benzene (71-43-2) 40.8 "5.0025.9 " "Benzyl chloride (100-44-7) U U "5.0011.1 " "1,3-Butadiene (106-99-0) U U "10.029.5 " "2-Butanone (78-93-3) U U "5.0033.6 " "Bromodichloromethane (75-27-4) U U "5.0051.8 " "Bromoform (75-25-2) U U "5.0019.5 " "Bromomethane (74-83-9) U U "5.0015.6 " "Carbon disulfide (75-15-0) U U "5.0031.5 " "Carbon tetrachloride (56-23-5) U U "5.0023.1 " "Chlorobenzene (108-90-7) U U "5.0042.7 " "Chlorodibromomethane (124-48-1) U U "5.0013.2 " "Chloroethane (75-00-3) U U "5.0024.5 " "Chloroform (67-66-3) U U "5.0010.3 " "Chloromethane (74-87-3) U U "5.0017.2 " "Cyclohexane (110-82-7) U U "5.0038.5 " "1,2-Dibromoethane (106-93-4) U U "5.0030.1 " "1,2-Dichlorobenzene (95-50-1) U U "5.0030.1 " "1,3-Dichlorobenzene (541-73-1) U U "5.0030.1 " "1,4-Dichlorobenzene (106-46-7) U U "5.0024.8 " "Dichlorodifluoromethane (75-71-8) U U "5.0020.3 " "1,1-Dichloroethane (75-34-3) U U "5.0020.3 " "1,2-Dichloroethane (107-06-2) U U "5.0019.9 " "1,1-Dichloroethene (75-35-4) U U "5.0019.9 " "cis-1,2-Dichloroethene (156-59-2) U U "5.0019.9 " "trans-1,2-Dichloroethene (156-60-5) U U "5.0023.2 " "1,2-Dichloropropane (78-87-5) U U "5.0022.7 " "cis-1,3-Dichloropropene (10061-01-5) U U "5.0022.7 " "trans-1,3-Dichloropropene (10061-02-6) U U "

Page 10 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

1010007-05

Sample Qualifiers:B0J2104Batch:

Lab ID:

airSample Type:Date Collected: 10/17/10

Station ID: DW-415-SVEToxic Organic Compounds in Ambient Air-TO15 - GC/MS

Initial Pressure: 10.8 psia

µg/m³ ppbv

µg/m³ AnalyzedPreparedDilutionReporting Limit

QualifiersResult

Analyte (CAS Number) Analyte

Targets (Continued)

ppbv5.0035.0 10/21/10 11/11/10 1,2-Dichloro-1,1,2,2-tetrafluoroethane

(76-14-2)U U "

5.0021.7 " "Ethylbenzene (100-41-4) U U "5.0024.6 " "1-Ethyl-4-methylbenzene (622-96-8) U U "5.0020.5 " "n-Heptane (142-82-5) U U "5.0017.6 " "n-Hexane (110-54-3) U U "5.0017.4 " "Methylene chloride (75-09-2) U U "

10.0041.0 " "4-Methyl-2-pentanone (108-10-1) U U "5.0018.1 " "Methyl tertiary-butyl ether (1634-04-4) U U "5.0021.3 " "Styrene (100-42-5) U U "5.0034.4 " "1,1,2,2-Tetrachloroethane (79-34-5) U U "5.00247 " "34.0Tetrachloroethene (127-18-4) 36.4 "5.00224 " 11/10/10 18.9Toluene (108-88-3) 59.4 "5.0027.3 " 11/11/10 1,1,1-Trichloroethane (71-55-6) U U "5.0027.3 " "1,1,2-Trichloroethane (79-00-5) U U "5.0026.9 " "Trichloroethene (79-01-6) U U "5.0028.1 " "Trichlorofluoromethane (75-69-4) U U "5.0038.4 " "1,1,2-Trichloro-1,2,2-trifluoroethane

(76-13-1)U U "

5.0024.6 " "1,2,4-Trimethylbenzene (95-63-6) U U "5.0024.6 " "1,3,5-Trimethylbenzene (108-67-8) U U "5.0012.8 " "Vinyl chloride (75-01-4) U U "5.0021.8 " "meta-/para-Xylene (na) U U "5.0021.7 " "ortho-Xylene (95-47-6) U U "

Page 11 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

1010007-06

Sample Qualifiers:B0J2104Batch:

Lab ID:

airSample Type:Date Collected: 10/16/10

Station ID: SB-103-SVEToxic Organic Compounds in Ambient Air-TO15 - GC/MS

Initial Pressure: 14.4 psia

ppbv %Recovery

%RecoveryPrepared AnalyzedLimits

Result AnalyteQualifiersAnalyte

Surrogates

4.19 11/12/10 70-130105.0Surr: 4-Bromofluorobenzene 10/21/10

µg/m³ ppbv

µg/m³ AnalyzedPreparedDilutionReporting Limit

QualifiersResult

Analyte (CAS Number) Analyte

Targets

ppbv2.5023.8 10/21/10 11/13/10 5.95Acetone (67-64-1) 10.0 102.50319 " "8.00Benzene (71-43-2) 99.8 "0.251.30 " 11/12/10 Benzyl chloride (100-44-7) U U 10.250.55 " "1,3-Butadiene (106-99-0) U U "0.501.48 " "2-Butanone (78-93-3) U U "0.252.82 " "1.68Bromodichloromethane (75-27-4) 0.42 "0.252.59 " "Bromoform (75-25-2) U U "0.250.97 " "Bromomethane (74-83-9) U U "0.255.06 " "0.78Carbon disulfide (75-15-0) 1.62 "0.251.58 " "Carbon tetrachloride (56-23-5) U U "0.251.15 " "Chlorobenzene (108-90-7) U U "0.252.13 " "Chlorodibromomethane (124-48-1) U U "0.250.66 " "Chloroethane (75-00-3) U U "0.251.22 " "Chloroform (67-66-3) U U "0.251.18 " "0.52Chloromethane (74-87-3) 0.57 "0.250.86 " "Cyclohexane (110-82-7) U U "0.251.92 " "1,2-Dibromoethane (106-93-4) U U "0.251.51 " "1,2-Dichlorobenzene (95-50-1) U U "0.251.51 " "1,3-Dichlorobenzene (541-73-1) U U "0.251.51 " "1,4-Dichlorobenzene (106-46-7) U U "0.252.43 " "1.24Dichlorodifluoromethane (75-71-8) 0.49 "0.251.01 " "1,1-Dichloroethane (75-34-3) U U "0.251.01 " "1,2-Dichloroethane (107-06-2) U U "0.250.99 " "1,1-Dichloroethene (75-35-4) U U "2.50209 " 11/13/10 9.93cis-1,2-Dichloroethene (156-59-2) 52.7 100.251.75 " 11/12/10 0.99trans-1,2-Dichloroethene (156-60-5) 0.44 10.251.16 " "1,2-Dichloropropane (78-87-5) U U "0.251.14 " "cis-1,3-Dichloropropene (10061-01-5) U U "0.251.14 " "trans-1,3-Dichloropropene (10061-02-6) U U "

Page 12 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

1010007-06

Sample Qualifiers:B0J2104Batch:

Lab ID:

airSample Type:Date Collected: 10/16/10

Station ID: SB-103-SVEToxic Organic Compounds in Ambient Air-TO15 - GC/MS

Initial Pressure: 14.4 psia

µg/m³ ppbv

µg/m³ AnalyzedPreparedDilutionReporting Limit

QualifiersResult

Analyte (CAS Number) Analyte

Targets (Continued)

ppbv0.251.75 10/21/10 11/12/10 1,2-Dichloro-1,1,2,2-tetrafluoroethane

(76-14-2)U U "

0.255.78 " "1.09Ethylbenzene (100-41-4) 1.33 "0.2513.0 " "1.231-Ethyl-4-methylbenzene (622-96-8) 2.64 "0.251.19 " "1.03n-Heptane (142-82-5) 0.29 "0.251.94 " "0.88n-Hexane (110-54-3) 0.55 "0.250.87 " "Methylene chloride (75-09-2) U U "0.502.05 " "4-Methyl-2-pentanone (108-10-1) U U "0.250.90 " "Methyl tertiary-butyl ether (1634-04-4) U U "0.251.07 " "Styrene (100-42-5) U U "0.251.72 " "1,1,2,2-Tetrachloroethane (79-34-5) U U "25.03,780 " 11/13/10 170Tetrachloroethene (127-18-4) 556 1002.5046.8 " 11/13/10 9.44Toluene (108-88-3) 12.4 100.251.37 " 11/12/10 1,1,1-Trichloroethane (71-55-6) U U 10.251.37 " "1,1,2-Trichloroethane (79-00-5) U U "2.50134 " 11/13/10 13.5Trichloroethene (79-01-6) 24.8 100.251.41 " 11/12/10 Trichlorofluoromethane (75-69-4) U U 10.251.92 " "1,1,2-Trichloro-1,2,2-trifluoroethane

(76-13-1)U U "

0.2535.9 " "1.231,2,4-Trimethylbenzene (95-63-6) 7.29 "0.257.04 " "1.231,3,5-Trimethylbenzene (108-67-8) 1.43 "0.100.33 " "0.26Vinyl chloride (75-01-4) 0.13 "0.2518.7 " "1.09meta-/para-Xylene (na) 4.29 "0.258.61 " "1.09ortho-Xylene (95-47-6) 1.98 "

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

1010007-07

Sample Qualifiers:B0J2104Batch:

Lab ID:

airSample Type:Date Collected: 10/16/10

Station ID: SB-204-SVEToxic Organic Compounds in Ambient Air-TO15 - GC/MS

Initial Pressure: 10.6 psia

ppbv %Recovery

%RecoveryPrepared AnalyzedLimits

Result AnalyteQualifiersAnalyte

Surrogates

4.26 11/12/10 70-130106.0Surr: 4-Bromofluorobenzene 10/21/10

µg/m³ ppbv

µg/m³ AnalyzedPreparedDilutionReporting Limit

QualifiersResult

Analyte (CAS Number) Analyte

Targets

ppbv2.5036.7 10/21/10 11/13/10 5.95Acetone (67-64-1) 15.4 102.50236 " "8.00Benzene (71-43-2) 73.6 "0.251.30 " 11/12/10 Benzyl chloride (100-44-7) U U 10.250.55 " "1,3-Butadiene (106-99-0) U U "0.501.48 " "2-Butanone (78-93-3) U U "0.251.68 " "Bromodichloromethane (75-27-4) U U "0.252.59 " "Bromoform (75-25-2) U U "0.250.97 " "Bromomethane (74-83-9) U U "0.257.89 " "0.78Carbon disulfide (75-15-0) 2.53 "0.100.76 " "0.63Carbon tetrachloride (56-23-5) 0.12 "0.251.15 " "Chlorobenzene (108-90-7) U U "0.252.13 " "Chlorodibromomethane (124-48-1) U U "0.250.66 " "Chloroethane (75-00-3) U U "0.251.22 " "Chloroform (67-66-3) U U "0.251.14 " "0.52Chloromethane (74-87-3) 0.55 "0.250.86 " "Cyclohexane (110-82-7) U U "0.251.92 " "1,2-Dibromoethane (106-93-4) U U "0.251.51 " "1,2-Dichlorobenzene (95-50-1) U U "0.251.51 " "1,3-Dichlorobenzene (541-73-1) U U "0.251.51 " "1,4-Dichlorobenzene (106-46-7) U U "0.252.23 " "1.24Dichlorodifluoromethane (75-71-8) 0.45 "0.251.01 " "1,1-Dichloroethane (75-34-3) U U "0.251.01 " "1,2-Dichloroethane (107-06-2) U U "0.250.99 " "1,1-Dichloroethene (75-35-4) U U "2.50146 " 11/13/10 9.93cis-1,2-Dichloroethene (156-59-2) 36.8 100.251.31 " 11/12/10 0.99trans-1,2-Dichloroethene (156-60-5) 0.33 10.251.16 " "1,2-Dichloropropane (78-87-5) U U "0.251.14 " "cis-1,3-Dichloropropene (10061-01-5) U U "0.251.14 " "trans-1,3-Dichloropropene (10061-02-6) U U "

Page 14 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

1010007-07

Sample Qualifiers:B0J2104Batch:

Lab ID:

airSample Type:Date Collected: 10/16/10

Station ID: SB-204-SVEToxic Organic Compounds in Ambient Air-TO15 - GC/MS

Initial Pressure: 10.6 psia

µg/m³ ppbv

µg/m³ AnalyzedPreparedDilutionReporting Limit

QualifiersResult

Analyte (CAS Number) Analyte

Targets (Continued)

ppbv0.251.75 10/21/10 11/12/10 1,2-Dichloro-1,1,2,2-tetrafluoroethane

(76-14-2)U U "

0.257.56 " "1.09Ethylbenzene (100-41-4) 1.74 "0.2517.8 " "1.231-Ethyl-4-methylbenzene (622-96-8) 3.61 "0.251.52 " "1.03n-Heptane (142-82-5) 0.37 "0.251.94 " "0.88n-Hexane (110-54-3) 0.55 "0.250.87 " "Methylene chloride (75-09-2) U U "0.503.20 " "2.054-Methyl-2-pentanone (108-10-1) 0.78 "0.250.90 " "Methyl tertiary-butyl ether (1634-04-4) U U "0.251.07 " "Styrene (100-42-5) U U "0.251.72 " "1,1,2,2-Tetrachloroethane (79-34-5) U U "25.01,910 " 11/13/10 170Tetrachloroethene (127-18-4) 281 1002.50300 " 11/13/10 9.44Toluene (108-88-3) 79.5 100.251.37 " 11/12/10 1,1,1-Trichloroethane (71-55-6) U U 10.251.37 " "1,1,2-Trichloroethane (79-00-5) U U "2.5058.7 " 11/13/10 13.5Trichloroethene (79-01-6) 10.9 100.251.41 " 11/12/10 Trichlorofluoromethane (75-69-4) U U 10.251.92 " "1,1,2-Trichloro-1,2,2-trifluoroethane

(76-13-1)U U "

2.5028.6 " "12.31,2,4-Trimethylbenzene (95-63-6) 5.80 100.2510.8 " "1.231,3,5-Trimethylbenzene (108-67-8) 2.20 10.256.04 " "0.64Vinyl chloride (75-01-4) 2.36 "0.2525.3 " "1.09meta-/para-Xylene (na) 5.82 "0.2512.7 " "1.09ortho-Xylene (95-47-6) 2.91 "

Page 15 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

1010007-08

Sample Qualifiers:B0J2104Batch:

Lab ID:

airSample Type:Date Collected: 10/16/10

Station ID: USGS-42D-SVEToxic Organic Compounds in Ambient Air-TO15 - GC/MS

Initial Pressure: 12.1 psia

ppbv %Recovery

%RecoveryPrepared AnalyzedLimits

Result AnalyteQualifiersAnalyte

Surrogates

3.67 11/11/10 70-13091.8Surr: 4-Bromofluorobenzene 10/21/10

µg/m³ ppbv

µg/m³ AnalyzedPreparedDilutionReporting Limit

QualifiersResult

Analyte (CAS Number) Analyte

Targets

ppbv5.0035.2 10/21/10 11/11/10 11.9Acetone (67-64-1) 14.8 205.00248 " "16.0Benzene (71-43-2) 77.6 "5.0025.9 " "Benzyl chloride (100-44-7) U U "5.0011.1 " "1,3-Butadiene (106-99-0) U U "10.029.5 " 11/12/10 2-Butanone (78-93-3) U U "5.00109 " 11/11/10 33.6Bromodichloromethane (75-27-4) 16.2 "5.0051.8 " "Bromoform (75-25-2) U U "5.0019.5 " "Bromomethane (74-83-9) U U "5.0015.6 " "Carbon disulfide (75-15-0) U U "5.0031.5 " "Carbon tetrachloride (56-23-5) U U "5.0023.1 " "Chlorobenzene (108-90-7) U U "5.0042.7 " "Chlorodibromomethane (124-48-1) U U "5.0013.2 " "Chloroethane (75-00-3) U U "5.0024.5 " "Chloroform (67-66-3) U U "5.0010.3 " "Chloromethane (74-87-3) U U "5.0017.2 " "Cyclohexane (110-82-7) U U "5.0038.5 " "1,2-Dibromoethane (106-93-4) U U "5.0030.1 " "1,2-Dichlorobenzene (95-50-1) U U "5.0030.1 " "1,3-Dichlorobenzene (541-73-1) U U "5.0030.1 " "1,4-Dichlorobenzene (106-46-7) U U "5.0024.8 " "Dichlorodifluoromethane (75-71-8) U U "5.0020.3 " "1,1-Dichloroethane (75-34-3) U U "5.0020.3 " "1,2-Dichloroethane (107-06-2) U U "5.0023.8 " "19.91,1-Dichloroethene (75-35-4) 6.00 "62533,600 " 11/12/10 2,480cis-1,2-Dichloroethene (156-59-2) 8,450 25005.0081.0 " 11/11/10 19.9trans-1,2-Dichloroethene (156-60-5) 20.4 205.0023.2 " "1,2-Dichloropropane (78-87-5) U U "5.0022.7 " "cis-1,3-Dichloropropene (10061-01-5) U U "5.0022.7 " 11/12/10 trans-1,3-Dichloropropene (10061-02-6) U U "

Page 16 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

1010007-08

Sample Qualifiers:B0J2104Batch:

Lab ID:

airSample Type:Date Collected: 10/16/10

Station ID: USGS-42D-SVEToxic Organic Compounds in Ambient Air-TO15 - GC/MS

Initial Pressure: 12.1 psia

µg/m³ ppbv

µg/m³ AnalyzedPreparedDilutionReporting Limit

QualifiersResult

Analyte (CAS Number) Analyte

Targets (Continued)

ppbv5.0035.0 10/21/10 11/11/10 1,2-Dichloro-1,1,2,2-tetrafluoroethane

(76-14-2)U U "

5.0026.1 " "21.7Ethylbenzene (100-41-4) 6.00 "5.00114 " "24.61-Ethyl-4-methylbenzene (622-96-8) 23.2 "5.0020.5 " "n-Heptane (142-82-5) U U "5.0017.6 " "n-Hexane (110-54-3) U U "5.0017.4 " "Methylene chloride (75-09-2) U U "

10.0041.0 " "4-Methyl-2-pentanone (108-10-1) U U "5.0018.1 " "Methyl tertiary-butyl ether (1634-04-4) U U "5.0021.3 " "Styrene (100-42-5) U U "5.0034.4 " "1,1,2,2-Tetrachloroethane (79-34-5) U U "1,250256,000 " 11/13/10 8,500Tetrachloroethene (127-18-4) 37,700 50005.00517 " 11/11/10 18.9Toluene (108-88-3) 137 205.0027.3 " "1,1,1-Trichloroethane (71-55-6) U U "5.0027.3 " "1,1,2-Trichloroethane (79-00-5) U U "62517,500 " 11/12/10 3,370Trichloroethene (79-01-6) 3,250 25005.0028.1 " 11/11/10 Trichlorofluoromethane (75-69-4) U U 205.0038.4 " "1,1,2-Trichloro-1,2,2-trifluoroethane

(76-13-1)U U "

5.00383 " "24.61,2,4-Trimethylbenzene (95-63-6) 77.8 "5.0079.8 " "24.61,3,5-Trimethylbenzene (108-67-8) 16.2 "5.0053.3 " "12.8Vinyl chloride (75-01-4) 20.8 "5.0097.5 " "21.8meta-/para-Xylene (na) 22.4 "5.00101 " "21.7ortho-Xylene (95-47-6) 23.2 "

Page 17 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

1010007-09

Sample Qualifiers:B0J2104Batch:

Lab ID:

airSample Type:Date Collected: 10/16/10

Station ID: USGS-42-SVEToxic Organic Compounds in Ambient Air-TO15 - GC/MS

Initial Pressure: 10.9 psia

ppbv %Recovery

%RecoveryPrepared AnalyzedLimits

Result AnalyteQualifiersAnalyte

Surrogates

3.83 11/11/10 70-13095.8Surr: 4-Bromofluorobenzene 10/21/10

µg/m³ ppbv

µg/m³ AnalyzedPreparedDilutionReporting Limit

QualifiersResult

Analyte (CAS Number) Analyte

Targets

ppbv5.0069.5 10/21/10 11/11/10 11.9Acetone (67-64-1) 29.2 205.00357 " "16.0Benzene (71-43-2) 112 "5.0025.9 " 11/13/10 Benzyl chloride (100-44-7) U U "5.0011.1 " 11/11/10 1,3-Butadiene (106-99-0) U U "10.029.5 " 11/13/10 2-Butanone (78-93-3) U U "5.0098.0 " 11/11/10 33.6Bromodichloromethane (75-27-4) 14.6 "5.0051.8 " "Bromoform (75-25-2) U U "5.0019.5 " "Bromomethane (74-83-9) U U "5.0015.6 " "Carbon disulfide (75-15-0) U U "5.0031.5 " "Carbon tetrachloride (56-23-5) U U "5.0023.1 " "Chlorobenzene (108-90-7) U U "5.0042.7 " "Chlorodibromomethane (124-48-1) U U "5.0013.2 " "Chloroethane (75-00-3) U U "5.0024.5 " "Chloroform (67-66-3) U U "5.0010.3 " "Chloromethane (74-87-3) U U "5.0017.2 " "Cyclohexane (110-82-7) U U "5.0038.5 " "1,2-Dibromoethane (106-93-4) U U "5.0030.1 " "1,2-Dichlorobenzene (95-50-1) U U "5.0030.1 " "1,3-Dichlorobenzene (541-73-1) U U "5.0030.1 " "1,4-Dichlorobenzene (106-46-7) U U "5.0024.8 " "Dichlorodifluoromethane (75-71-8) U U "5.0020.3 " "1,1-Dichloroethane (75-34-3) U U "5.0020.3 " "1,2-Dichloroethane (107-06-2) U U "5.0027.8 " "19.91,1-Dichloroethene (75-35-4) 7.00 "62529,500 " 11/13/10 2,480cis-1,2-Dichloroethene (156-59-2) 7,430 25005.0077.9 " 11/11/10 19.9trans-1,2-Dichloroethene (156-60-5) 19.6 205.0023.2 " "1,2-Dichloropropane (78-87-5) U U "5.0022.7 " "cis-1,3-Dichloropropene (10061-01-5) U U "5.0022.7 " "trans-1,3-Dichloropropene (10061-02-6) U U "

Page 18 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

1010007-09

Sample Qualifiers:B0J2104Batch:

Lab ID:

airSample Type:Date Collected: 10/16/10

Station ID: USGS-42-SVEToxic Organic Compounds in Ambient Air-TO15 - GC/MS

Initial Pressure: 10.9 psia

µg/m³ ppbv

µg/m³ AnalyzedPreparedDilutionReporting Limit

QualifiersResult

Analyte (CAS Number) Analyte

Targets (Continued)

ppbv5.0035.0 10/21/10 11/11/10 1,2-Dichloro-1,1,2,2-tetrafluoroethane

(76-14-2)U U "

5.0031.3 " "21.7Ethylbenzene (100-41-4) 7.20 "5.00122 " "24.61-Ethyl-4-methylbenzene (622-96-8) 24.8 "5.0020.5 " "n-Heptane (142-82-5) U U "5.0017.6 " "n-Hexane (110-54-3) U U "5.0017.4 " "Methylene chloride (75-09-2) U U "

10.0041.0 " "4-Methyl-2-pentanone (108-10-1) U U "5.0018.1 " "Methyl tertiary-butyl ether (1634-04-4) U U "5.0021.3 " "Styrene (100-42-5) U U "5.0034.4 " "1,1,2,2-Tetrachloroethane (79-34-5) U U "1,250251,000 " 11/13/10 8,500Tetrachloroethene (127-18-4) 36,900 50005.00569 " 11/11/10 18.9Toluene (108-88-3) 151 205.0027.3 " "1,1,1-Trichloroethane (71-55-6) U U "5.0027.3 " "1,1,2-Trichloroethane (79-00-5) U U "62515,900 " 11/13/10 3,370Trichloroethene (79-01-6) 2,950 25005.0028.1 " 11/11/10 Trichlorofluoromethane (75-69-4) U U 205.0038.4 " "1,1,2-Trichloro-1,2,2-trifluoroethane

(76-13-1)U U "

5.00331 " "24.61,2,4-Trimethylbenzene (95-63-6) 67.2 "5.0078.8 " "24.61,3,5-Trimethylbenzene (108-67-8) 16.0 "5.0052.3 " "12.8Vinyl chloride (75-01-4) 20.4 "5.00104 " "21.8meta-/para-Xylene (na) 24.0 "5.0075.6 " "21.7ortho-Xylene (95-47-6) 17.4 "

Page 19 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

1010022-01

Sample Qualifiers:B0J2104Batch:

Lab ID:

airSample Type:Date Collected: 10/19/10

Station ID: BKG-AIR #1Toxic Organic Compounds in Ambient Air-TO15 - GC/MS

Initial Pressure: 10.7 psia

ppbv %Recovery

%RecoveryPrepared AnalyzedLimits

Result AnalyteQualifiersAnalyte

Surrogates

3.92 11/12/10 70-13098.0Surr: 4-Bromofluorobenzene 10/21/10

µg/m³ ppbv

µg/m³ AnalyzedPreparedDilutionReporting Limit

QualifiersResult

Analyte (CAS Number) Analyte

Targets

ppbv0.2511.2 10/21/10 11/12/10 0.60Acetone (67-64-1) 4.69 10.250.80 " "Benzene (71-43-2) U U "0.251.30 " "Benzyl chloride (100-44-7) U U "0.250.55 " "1,3-Butadiene (106-99-0) U U "0.501.48 " "2-Butanone (78-93-3) U U "0.251.68 " "Bromodichloromethane (75-27-4) U U "0.252.59 " "Bromoform (75-25-2) U U "0.250.97 " "Bromomethane (74-83-9) U U "0.250.78 " "Carbon disulfide (75-15-0) U U "0.251.58 " "Carbon tetrachloride (56-23-5) U U "0.251.15 " "Chlorobenzene (108-90-7) U U "0.252.13 " "Chlorodibromomethane (124-48-1) U U "0.250.66 " "Chloroethane (75-00-3) U U "0.251.22 " "Chloroform (67-66-3) U U "0.251.16 " "0.52Chloromethane (74-87-3) 0.56 "0.250.86 " "Cyclohexane (110-82-7) U U "0.251.92 " "1,2-Dibromoethane (106-93-4) U U "0.251.51 " "1,2-Dichlorobenzene (95-50-1) U U "0.251.51 " "1,3-Dichlorobenzene (541-73-1) U U "0.251.51 " "1,4-Dichlorobenzene (106-46-7) U U "0.252.68 " "1.24Dichlorodifluoromethane (75-71-8) 0.54 "0.251.01 " "1,1-Dichloroethane (75-34-3) U U "0.251.01 " "1,2-Dichloroethane (107-06-2) U U "0.250.99 " "1,1-Dichloroethene (75-35-4) U U "0.250.99 " "cis-1,2-Dichloroethene (156-59-2) U U "0.250.99 " "trans-1,2-Dichloroethene (156-60-5) U U "0.251.16 " "1,2-Dichloropropane (78-87-5) U U "0.251.14 " "cis-1,3-Dichloropropene (10061-01-5) U U "0.251.14 " "trans-1,3-Dichloropropene (10061-02-6) U U "

Page 20 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

1010022-01

Sample Qualifiers:B0J2104Batch:

Lab ID:

airSample Type:Date Collected: 10/19/10

Station ID: BKG-AIR #1Toxic Organic Compounds in Ambient Air-TO15 - GC/MS

Initial Pressure: 10.7 psia

µg/m³ ppbv

µg/m³ AnalyzedPreparedDilutionReporting Limit

QualifiersResult

Analyte (CAS Number) Analyte

Targets (Continued)

ppbv0.251.75 10/21/10 11/12/10 1,2-Dichloro-1,1,2,2-tetrafluoroethane

(76-14-2)U U "

0.251.09 " "Ethylbenzene (100-41-4) U U "0.251.23 " "1-Ethyl-4-methylbenzene (622-96-8) U U "0.251.03 " "n-Heptane (142-82-5) U U "0.250.88 " "n-Hexane (110-54-3) U U "0.250.87 " "Methylene chloride (75-09-2) U U "0.502.05 " "4-Methyl-2-pentanone (108-10-1) U U "0.250.90 " "Methyl tertiary-butyl ether (1634-04-4) U U "0.251.07 " "Styrene (100-42-5) U U "0.251.72 " "1,1,2,2-Tetrachloroethane (79-34-5) U U "0.257.54 " "1.70Tetrachloroethene (127-18-4) 1.11 "0.250.94 " "Toluene (108-88-3) U U "0.251.37 " "1,1,1-Trichloroethane (71-55-6) U U "0.251.37 " "1,1,2-Trichloroethane (79-00-5) U U "0.251.35 " "Trichloroethene (79-01-6) U U "0.251.41 " "Trichlorofluoromethane (75-69-4) U U "0.251.92 " "1,1,2-Trichloro-1,2,2-trifluoroethane

(76-13-1)U U "

0.251.23 " "1,2,4-Trimethylbenzene (95-63-6) U U "0.251.23 " "1,3,5-Trimethylbenzene (108-67-8) U U "0.250.64 " "Vinyl chloride (75-01-4) U U "0.251.09 " "meta-/para-Xylene (na) U U "0.251.09 " "ortho-Xylene (95-47-6) U U "

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

1010022-02

Sample Qualifiers:B0J2104Batch:

Lab ID:

airSample Type:Date Collected: 10/19/10

Station ID: Trip Blank Air # 1Toxic Organic Compounds in Ambient Air-TO15 - GC/MS

Initial Pressure: 0.2 psia

ppbv %Recovery

%RecoveryPrepared AnalyzedLimits

Result AnalyteQualifiersAnalyte

Surrogates

3.60 11/11/10 70-13090.0Surr: 4-Bromofluorobenzene 10/21/10

µg/m³ ppbv

µg/m³ AnalyzedPreparedDilutionReporting Limit

QualifiersResult

Analyte (CAS Number) Analyte

Targets

ppbv0.250.60 10/21/10 11/11/10 Acetone (67-64-1) U U 10.010.10 " 11/11/10 0.03Benzene (71-43-2) 0.03 "0.251.30 " 11/11/10 Benzyl chloride (100-44-7) U U "0.250.55 " "1,3-Butadiene (106-99-0) U U "0.501.48 " "2-Butanone (78-93-3) U U "0.251.68 " "Bromodichloromethane (75-27-4) U U "0.252.59 " "Bromoform (75-25-2) U U "0.250.97 " "Bromomethane (74-83-9) U U "0.250.78 " "Carbon disulfide (75-15-0) U U "0.010.06 " 11/11/10 0.06Carbon tetrachloride (56-23-5) 0.01 "0.251.15 " 11/11/10 Chlorobenzene (108-90-7) U U "0.252.13 " "Chlorodibromomethane (124-48-1) U U "0.250.66 " "Chloroethane (75-00-3) U U "0.010.20 " 11/11/10 0.05Chloroform (67-66-3) 0.04 "0.250.52 " 11/11/10 Chloromethane (74-87-3) U U "0.250.86 " "Cyclohexane (110-82-7) U U "0.251.92 " "1,2-Dibromoethane (106-93-4) U U "0.251.51 " "1,2-Dichlorobenzene (95-50-1) U U "0.251.51 " "1,3-Dichlorobenzene (541-73-1) U U "0.251.51 " "1,4-Dichlorobenzene (106-46-7) U U "0.251.24 " "Dichlorodifluoromethane (75-71-8) U U "0.251.01 " "1,1-Dichloroethane (75-34-3) U U "0.251.01 " "1,2-Dichloroethane (107-06-2) U U "0.250.99 " "1,1-Dichloroethene (75-35-4) U U "0.250.99 " "cis-1,2-Dichloroethene (156-59-2) U U "0.250.99 " "trans-1,2-Dichloroethene (156-60-5) U U "0.251.16 " "1,2-Dichloropropane (78-87-5) U U "0.251.14 " "cis-1,3-Dichloropropene (10061-01-5) U U "0.251.14 " "trans-1,3-Dichloropropene (10061-02-6) U U "

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

1010022-02

Sample Qualifiers:B0J2104Batch:

Lab ID:

airSample Type:Date Collected: 10/19/10

Station ID: Trip Blank Air # 1Toxic Organic Compounds in Ambient Air-TO15 - GC/MS

Initial Pressure: 0.2 psia

µg/m³ ppbv

µg/m³ AnalyzedPreparedDilutionReporting Limit

QualifiersResult

Analyte (CAS Number) Analyte

Targets (Continued)

ppbv0.251.75 10/21/10 11/11/10 1,2-Dichloro-1,1,2,2-tetrafluoroethane

(76-14-2)U U "

0.251.09 " "Ethylbenzene (100-41-4) U U "0.251.23 " "1-Ethyl-4-methylbenzene (622-96-8) U U "0.251.03 " "n-Heptane (142-82-5) U U "0.250.88 " "n-Hexane (110-54-3) U U "0.250.87 " "Methylene chloride (75-09-2) U U "0.502.05 " "4-Methyl-2-pentanone (108-10-1) U U "0.250.90 " "Methyl tertiary-butyl ether (1634-04-4) U U "0.251.07 " "Styrene (100-42-5) U U "0.251.72 " "1,1,2,2-Tetrachloroethane (79-34-5) U U "0.011.84 " 11/11/10 0.07Tetrachloroethene (127-18-4) 0.27 "0.250.94 " 11/11/10 Toluene (108-88-3) U U "0.251.37 " "1,1,1-Trichloroethane (71-55-6) U U "0.251.37 " "1,1,2-Trichloroethane (79-00-5) U U "0.010.27 " 11/11/10 0.05Trichloroethene (79-01-6) 0.05 "0.251.41 " 11/11/10 Trichlorofluoromethane (75-69-4) U U "0.251.92 " "1,1,2-Trichloro-1,2,2-trifluoroethane

(76-13-1)U U "

0.251.23 " "1,2,4-Trimethylbenzene (95-63-6) U U "0.251.23 " "1,3,5-Trimethylbenzene (108-67-8) U U "0.250.64 " 11/11/10 Vinyl chloride (75-01-4) U U "0.251.09 " 11/11/10 meta-/para-Xylene (na) U U "0.251.09 " "ortho-Xylene (95-47-6) U U "

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

1010022-03

Sample Qualifiers:B0J2104Batch:

Lab ID:

airSample Type:Date Collected: 10/19/10

Station ID: VI-211-CIAToxic Organic Compounds in Ambient Air-TO15 - GC/MS

Initial Pressure: 11.4 psia

ppbv %Recovery

%RecoveryPrepared AnalyzedLimits

Result AnalyteQualifiersAnalyte

Surrogates

4.28 11/11/10 70-130107.0Surr: 4-Bromofluorobenzene 10/21/10

µg/m³ ppbv

µg/m³ AnalyzedPreparedDilutionReporting Limit

QualifiersResult

Analyte (CAS Number) Analyte

Targets

ppbv2.5062.6 10/21/10 11/13/10 5.95Acetone (67-64-1) 26.3 100.251.09 " 11/11/10 0.80Benzene (71-43-2) 0.34 10.251.30 " "Benzyl chloride (100-44-7) U U "0.250.55 " "1,3-Butadiene (106-99-0) U U "0.502.57 " "1.482-Butanone (78-93-3) 0.87 "0.251.68 " "Bromodichloromethane (75-27-4) U U "0.252.59 " "Bromoform (75-25-2) U U "0.250.97 " "Bromomethane (74-83-9) U U "0.250.78 " "Carbon disulfide (75-15-0) U U "0.251.58 " 11/11/10 Carbon tetrachloride (56-23-5) U U "0.251.15 " 11/11/10 Chlorobenzene (108-90-7) U U "0.252.13 " "Chlorodibromomethane (124-48-1) U U "0.250.66 " "Chloroethane (75-00-3) U U "0.251.22 " 11/11/10 Chloroform (67-66-3) U U "0.251.45 " 11/11/10 0.52Chloromethane (74-87-3) 0.70 "0.250.86 " "Cyclohexane (110-82-7) U U "0.251.92 " "1,2-Dibromoethane (106-93-4) U U "0.251.57 " "1.511,2-Dichlorobenzene (95-50-1) 0.26 "0.251.51 " "1,3-Dichlorobenzene (541-73-1) U U "0.258.98 " "1.511,4-Dichlorobenzene (106-46-7) 1.49 "0.252.43 " "1.24Dichlorodifluoromethane (75-71-8) 0.49 "0.251.01 " "1,1-Dichloroethane (75-34-3) U U "0.251.01 " "1,2-Dichloroethane (107-06-2) U U "0.250.99 " "1,1-Dichloroethene (75-35-4) U U "0.250.99 " "cis-1,2-Dichloroethene (156-59-2) U U "0.250.99 " "trans-1,2-Dichloroethene (156-60-5) U U "0.251.16 " "1,2-Dichloropropane (78-87-5) U U "0.251.14 " "cis-1,3-Dichloropropene (10061-01-5) U U "0.251.14 " "trans-1,3-Dichloropropene (10061-02-6) U U "

Page 24 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

1010022-03

Sample Qualifiers:B0J2104Batch:

Lab ID:

airSample Type:Date Collected: 10/19/10

Station ID: VI-211-CIAToxic Organic Compounds in Ambient Air-TO15 - GC/MS

Initial Pressure: 11.4 psia

µg/m³ ppbv

µg/m³ AnalyzedPreparedDilutionReporting Limit

QualifiersResult

Analyte (CAS Number) Analyte

Targets (Continued)

ppbv0.251.75 10/21/10 11/11/10 1,2-Dichloro-1,1,2,2-tetrafluoroethane

(76-14-2)U U "

0.251.09 " "Ethylbenzene (100-41-4) U U "0.253.74 " "1.231-Ethyl-4-methylbenzene (622-96-8) 0.76 "0.252.34 " "1.03n-Heptane (142-82-5) 0.57 "0.251.45 " "0.88n-Hexane (110-54-3) 0.41 "0.251.91 " "0.87Methylene chloride (75-09-2) 0.55 "0.502.05 " "4-Methyl-2-pentanone (108-10-1) U U "0.250.90 " "Methyl tertiary-butyl ether (1634-04-4) U U "0.251.07 " "Styrene (100-42-5) U U "0.251.72 " "1,1,2,2-Tetrachloroethane (79-34-5) U U "0.257.34 " "1.70Tetrachloroethene (127-18-4) 1.08 "0.256.95 " "0.94Toluene (108-88-3) 1.84 "0.251.37 " "1,1,1-Trichloroethane (71-55-6) U U "0.251.37 " "1,1,2-Trichloroethane (79-00-5) U U "0.251.35 " 11/11/10 Trichloroethene (79-01-6) U U "0.251.80 " 11/11/10 1.41Trichlorofluoromethane (75-69-4) 0.32 "0.251.92 " "1,1,2-Trichloro-1,2,2-trifluoroethane

(76-13-1)U U "

0.258.42 " "1.231,2,4-Trimethylbenzene (95-63-6) 1.71 "0.252.76 " "1.231,3,5-Trimethylbenzene (108-67-8) 0.56 "0.250.64 " 11/11/10 Vinyl chloride (75-01-4) U U "0.253.00 " 11/11/10 1.09meta-/para-Xylene (na) 0.69 "0.251.65 " "1.09ortho-Xylene (95-47-6) 0.38 "

Page 25 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

1010022-04

Sample Qualifiers:B0J2104Batch:

Lab ID:

airSample Type:Date Collected: 10/19/10

Station ID: VI-212-CIAToxic Organic Compounds in Ambient Air-TO15 - GC/MS

Initial Pressure: 14.1 psia

ppbv %Recovery

%RecoveryPrepared AnalyzedLimits

Result AnalyteQualifiersAnalyte

Surrogates

4.36 11/11/10 70-130109.0Surr: 4-Bromofluorobenzene 10/21/10

µg/m³ ppbv

µg/m³ AnalyzedPreparedDilutionReporting Limit

QualifiersResult

Analyte (CAS Number) Analyte

Targets

ppbv2.5082.1 10/21/10 11/13/10 5.95Acetone (67-64-1) 34.5 100.251.09 " 11/11/10 0.80Benzene (71-43-2) 0.34 10.251.30 " "Benzyl chloride (100-44-7) U U "0.250.55 " 11/13/10 1,3-Butadiene (106-99-0) U U "0.503.10 " 11/11/10 1.482-Butanone (78-93-3) 1.05 "0.251.68 " "Bromodichloromethane (75-27-4) U U "0.252.59 " "Bromoform (75-25-2) U U "0.250.97 " "Bromomethane (74-83-9) U U "0.250.78 " "Carbon disulfide (75-15-0) U U "0.251.58 " "Carbon tetrachloride (56-23-5) U U "0.251.15 " "Chlorobenzene (108-90-7) U U "0.252.13 " "Chlorodibromomethane (124-48-1) U U "0.250.66 " "Chloroethane (75-00-3) U U "0.251.22 " "Chloroform (67-66-3) U U "0.251.35 " "0.52Chloromethane (74-87-3) 0.65 "0.250.86 " "Cyclohexane (110-82-7) U U "0.251.92 " "1,2-Dibromoethane (106-93-4) U U "0.251.81 " "1.511,2-Dichlorobenzene (95-50-1) 0.30 "0.2519.1 " "1.511,3-Dichlorobenzene (541-73-1) 3.17 "0.2510.7 " "1.511,4-Dichlorobenzene (106-46-7) 1.78 "0.252.13 " "1.24Dichlorodifluoromethane (75-71-8) 0.43 "0.251.01 " "1,1-Dichloroethane (75-34-3) U U "0.251.01 " "1,2-Dichloroethane (107-06-2) U U "0.250.99 " "1,1-Dichloroethene (75-35-4) U U "0.250.99 " "cis-1,2-Dichloroethene (156-59-2) U U "0.250.99 " "trans-1,2-Dichloroethene (156-60-5) U U "0.251.16 " "1,2-Dichloropropane (78-87-5) U U "0.251.14 " "cis-1,3-Dichloropropene (10061-01-5) U U "0.251.14 " "trans-1,3-Dichloropropene (10061-02-6) U U "

Page 26 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

1010022-04

Sample Qualifiers:B0J2104Batch:

Lab ID:

airSample Type:Date Collected: 10/19/10

Station ID: VI-212-CIAToxic Organic Compounds in Ambient Air-TO15 - GC/MS

Initial Pressure: 14.1 psia

µg/m³ ppbv

µg/m³ AnalyzedPreparedDilutionReporting Limit

QualifiersResult

Analyte (CAS Number) Analyte

Targets (Continued)

ppbv0.251.75 10/21/10 11/11/10 1,2-Dichloro-1,1,2,2-tetrafluoroethane

(76-14-2)U U "

0.251.09 " "Ethylbenzene (100-41-4) U U "0.253.64 " "1.231-Ethyl-4-methylbenzene (622-96-8) 0.74 "0.252.51 " "1.03n-Heptane (142-82-5) 0.61 "0.251.34 " "0.88n-Hexane (110-54-3) 0.38 "0.252.02 " "0.87Methylene chloride (75-09-2) 0.58 "0.502.05 " "4-Methyl-2-pentanone (108-10-1) U U "0.250.90 " "Methyl tertiary-butyl ether (1634-04-4) U U "0.251.11 " "1.07Styrene (100-42-5) 0.26 "0.251.72 " "1,1,2,2-Tetrachloroethane (79-34-5) U U "0.257.41 " "1.70Tetrachloroethene (127-18-4) 1.09 "0.257.02 " "0.94Toluene (108-88-3) 1.86 "0.251.37 " "1,1,1-Trichloroethane (71-55-6) U U "0.251.37 " "1,1,2-Trichloroethane (79-00-5) U U "0.251.35 " "Trichloroethene (79-01-6) U U "0.251.63 " "1.41Trichlorofluoromethane (75-69-4) 0.29 "0.251.92 " "1,1,2-Trichloro-1,2,2-trifluoroethane

(76-13-1)U U "

0.258.82 " "1.231,2,4-Trimethylbenzene (95-63-6) 1.79 "0.252.17 " "1.231,3,5-Trimethylbenzene (108-67-8) 0.44 "0.250.64 " "Vinyl chloride (75-01-4) U U "0.253.05 " "1.09meta-/para-Xylene (na) 0.70 "0.253.22 " "1.09ortho-Xylene (95-47-6) 0.74 "

Page 27 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

Toxic Organic Compounds in Ambient Air-TO15 - GC/MS - Quality Control

Batch: B0J2104 Sample Type: air

Prepared: 10/21/2010 Analyzed: 11/10/2010Blank (B0J2104-BLK1)

Limits%REC

%RECLevelSpikeAnalyte

QualifierResult

ANALYTE ppbv

Surrogates

108.04.04.31 70-130Surr: 4-Bromofluorobenzene

Prepared: 10/21/2010 Analyzed: 11/10/2010Blank (B0J2104-BLK1)

ppbv ANALYTE QualResult ReportingLimit

Targets

µg/m³ µg/m³ ppbv

0.13U 0.30UAcetone 0.12U 0.40UBenzene 0.13U 0.65UBenzyl chloride 0.13U 0.28U1,3-Butadiene 0.25U 0.74U2-Butanone 0.13U 0.84UBromodichloromethane 0.12U 1.29UBromoform 0.13U 0.49UBromomethane 0.12U 0.39UCarbon disulfide 0.05U 0.32UCarbon tetrachloride 0.13U 0.58UChlorobenzene 0.13U 1.07UChlorodibromomethane 0.12U 0.33UChloroethane 0.12U 0.61UChloroform 0.13U 0.26UChloromethane 0.12U 0.43UCyclohexane 0.12U 0.96U1,2-Dibromoethane 0.12U 0.75U1,2-Dichlorobenzene 0.12U 0.75U1,3-Dichlorobenzene 0.12U 0.75U1,4-Dichlorobenzene 0.13U 0.62UDichlorodifluoromethane 0.13U 0.51U1,1-Dichloroethane 0.13U 0.51U1,2-Dichloroethane

Page 28 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

Toxic Organic Compounds in Ambient Air-TO15 - GC/MS - Quality Control

Batch: B0J2104 Sample Type: air

Prepared: 10/21/2010 Analyzed: 11/10/2010Blank (B0J2104-BLK1)

ppbv ANALYTE QualResult ReportingLimit

Targets (Continued)

µg/m³ µg/m³ ppbv

0.13U 0.50U1,1-Dichloroethene 0.13U 0.50Ucis-1,2-Dichloroethene 0.13U 0.50Utrans-1,2-Dichloroethene 0.13U 0.58U1,2-Dichloropropane 0.13U 0.57Ucis-1,3-Dichloropropene 0.13U 0.57Utrans-1,3-Dichloropropene 0.13U 0.88U1,2-Dichloro-1,1,2,2-tetrafluoro

ethane

0.12U 0.54UEthylbenzene 0.13U 0.62U1-Ethyl-4-methylbenzene 0.12U 0.51Un-Heptane 0.12U 0.44Un-Hexane 0.13U 0.44UMethylene chloride 0.25U 1.03U4-Methyl-2-pentanone 0.12U 0.45UMethyl tertiary-butyl ether 0.12U 0.53UStyrene 0.13U 0.86U1,1,2,2-Tetrachloroethane 0.13U 0.85UTetrachloroethene 0.12U 0.47UToluene 0.12U 0.68U1,1,1-Trichloroethane 0.12U 0.68U1,1,2-Trichloroethane 0.12U 0.67UTrichloroethene 0.12U 0.70UTrichlorofluoromethane 0.13U 0.96U1,1,2-Trichloro-1,2,2-trifluoroet

hane

0.13U 0.62U1,2,4-Trimethylbenzene 0.13U 0.62U1,3,5-Trimethylbenzene 0.05U 0.13UVinyl chloride 0.12U 0.54Umeta-/para-Xylene 0.12U 0.54Uortho-Xylene

Page 29 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

Toxic Organic Compounds in Ambient Air-TO15 - GC/MS - Quality Control

Batch: B0J2104 Sample Type: air

Prepared: 10/21/2010 Analyzed: 11/10/2010Blank (B0J2104-BLK2)

Limits%REC

%RECLevelSpikeAnalyte

QualifierResult

ANALYTE ppbv

Surrogates

102.04.04.08 70-130Surr: 4-Bromofluorobenzene

Prepared: 10/21/2010 Analyzed: 11/10/2010Blank (B0J2104-BLK2)

ppbv ANALYTE QualResult ReportingLimit

Targets

µg/m³ µg/m³ ppbv

0.13U 0.30UAcetone 0.12U 0.40UBenzene 0.13U 0.65UBenzyl chloride 0.13U 0.28U1,3-Butadiene 0.25U 0.74U2-Butanone 0.13U 0.84UBromodichloromethane 0.12U 1.29UBromoform 0.13U 0.49UBromomethane 0.12U 0.39UCarbon disulfide 0.05U 0.32UCarbon tetrachloride 0.13U 0.58UChlorobenzene 0.13U 1.07UChlorodibromomethane 0.12U 0.33UChloroethane 0.12U 0.61UChloroform 0.13U 0.26UChloromethane 0.12U 0.43UCyclohexane 0.12U 0.96U1,2-Dibromoethane 0.12U 0.75U1,2-Dichlorobenzene 0.12U 0.75U1,3-Dichlorobenzene 0.12U 0.75U1,4-Dichlorobenzene 0.13U 0.62UDichlorodifluoromethane 0.13U 0.51U1,1-Dichloroethane 0.13U 0.51U1,2-Dichloroethane

Page 30 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

Toxic Organic Compounds in Ambient Air-TO15 - GC/MS - Quality Control

Batch: B0J2104 Sample Type: air

Prepared: 10/21/2010 Analyzed: 11/10/2010Blank (B0J2104-BLK2)

ppbv ANALYTE QualResult ReportingLimit

Targets (Continued)

µg/m³ µg/m³ ppbv

0.13U 0.50U1,1-Dichloroethene 0.13U 0.50Ucis-1,2-Dichloroethene 0.13U 0.50Utrans-1,2-Dichloroethene 0.13U 0.58U1,2-Dichloropropane 0.13U 0.57Ucis-1,3-Dichloropropene 0.13U 0.57Utrans-1,3-Dichloropropene 0.13U 0.88U1,2-Dichloro-1,1,2,2-tetrafluoro

ethane

0.12U 0.54UEthylbenzene 0.13U 0.62U1-Ethyl-4-methylbenzene 0.12U 0.51Un-Heptane 0.12U 0.44Un-Hexane 0.13U 0.44UMethylene chloride 0.25U 1.03U4-Methyl-2-pentanone 0.12U 0.45UMethyl tertiary-butyl ether 0.12U 0.53UStyrene 0.13U 0.86U1,1,2,2-Tetrachloroethane 0.13U 0.85UTetrachloroethene 0.12U 0.47UToluene 0.12U 0.68U1,1,1-Trichloroethane 0.12U 0.68U1,1,2-Trichloroethane 0.12U 0.67UTrichloroethene 0.12U 0.70UTrichlorofluoromethane 0.13U 0.96U1,1,2-Trichloro-1,2,2-trifluoroet

hane

0.13U 0.62U1,2,4-Trimethylbenzene 0.13U 0.62U1,3,5-Trimethylbenzene 0.05U 0.13UVinyl chloride 0.12U 0.54Umeta-/para-Xylene 0.12U 0.54Uortho-Xylene

Page 31 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

Toxic Organic Compounds in Ambient Air-TO15 - GC/MS - Quality Control

Batch: B0J2104 Sample Type: air

Prepared: 10/21/2010 Analyzed: 11/12/2010Blank (B0J2104-BLK3)

Limits%REC

%RECLevelSpikeAnalyte

QualifierResult

ANALYTE ppbv

Surrogates

96.54.03.86 70-130Surr: 4-Bromofluorobenzene

Prepared: 10/21/2010 Analyzed: 11/12/2010Blank (B0J2104-BLK3)

ppbv ANALYTE QualResult ReportingLimit

Targets

µg/m³ µg/m³ ppbv

0.131.98 0.300.83Acetone0.12U 0.40UBenzene 0.13U 0.65UBenzyl chloride 0.13U 0.28U1,3-Butadiene 0.25U 0.74U2-Butanone 0.13U 0.84UBromodichloromethane 0.12U 1.29UBromoform 0.13U 0.49UBromomethane 0.12U 0.39UCarbon disulfide 0.05U 0.32UCarbon tetrachloride 0.13U 0.58UChlorobenzene 0.13U 1.07UChlorodibromomethane 0.12U 0.33UChloroethane 0.12U 0.61UChloroform 0.13U 0.26UChloromethane 0.12U 0.43UCyclohexane 0.12U 0.96U1,2-Dibromoethane 0.12U 0.75U1,2-Dichlorobenzene 0.12U 0.75U1,3-Dichlorobenzene 0.12U 0.75U1,4-Dichlorobenzene 0.13U 0.62UDichlorodifluoromethane 0.13U 0.51U1,1-Dichloroethane 0.13U 0.51U1,2-Dichloroethane

Page 32 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

Toxic Organic Compounds in Ambient Air-TO15 - GC/MS - Quality Control

Batch: B0J2104 Sample Type: air

Prepared: 10/21/2010 Analyzed: 11/12/2010Blank (B0J2104-BLK3)

ppbv ANALYTE QualResult ReportingLimit

Targets (Continued)

µg/m³ µg/m³ ppbv

0.13U 0.50U1,1-Dichloroethene 0.13U 0.50Ucis-1,2-Dichloroethene 0.13U 0.50Utrans-1,2-Dichloroethene 0.13U 0.58U1,2-Dichloropropane 0.13U 0.57Ucis-1,3-Dichloropropene 0.13U 0.57Utrans-1,3-Dichloropropene 0.13U 0.88U1,2-Dichloro-1,1,2,2-tetrafluoro

ethane

0.12U 0.54UEthylbenzene 0.13U 0.62U1-Ethyl-4-methylbenzene 0.12U 0.51Un-Heptane 0.12U 0.44Un-Hexane 0.13U 0.44UMethylene chloride 0.25U 1.03U4-Methyl-2-pentanone 0.12U 0.45UMethyl tertiary-butyl ether 0.12U 0.53UStyrene 0.13U 0.86U1,1,2,2-Tetrachloroethane 0.13U 0.85UTetrachloroethene 0.12U 0.47UToluene 0.12U 0.68U1,1,1-Trichloroethane 0.12U 0.68U1,1,2-Trichloroethane 0.12U 0.67UTrichloroethene 0.12U 0.70UTrichlorofluoromethane 0.13U 0.96U1,1,2-Trichloro-1,2,2-trifluoroet

hane

0.13U 0.62U1,2,4-Trimethylbenzene 0.13U 0.62U1,3,5-Trimethylbenzene 0.05U 0.13UVinyl chloride 0.12U 0.54Umeta-/para-Xylene 0.12U 0.54Uortho-Xylene

Page 33 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

Toxic Organic Compounds in Ambient Air-TO15 - GC/MS - Quality Control

Batch: B0J2104 Sample Type: air

Prepared: 10/21/2010 Analyzed: 11/13/2010LCS (B0J2104-BS1)

Limits%REC

%RECLevelSpikeAnalyte

QualifierResult

ANALYTE ppbv

Surrogates

4.11 70-130Surr: 4-Bromofluorobenzene 4.00 103

Prepared: 10/21/2010 Analyzed: 11/13/2010LCS (B0J2104-BS1)

ppbv ANALYTE Level %REC LimitsQualResult %RECSpike

Targets

µg/m³ µg/m³11.97 70-130 5.03Acetone 5.25 95.815.85 70-130 4.95Benzene 5.30 93.422.10 70-130 4.26Benzyl chloride 5.25 81.111.59 70-130 5.231,3-Butadiene 5.25 99.615.09 70-130 5.112-Butanone 5.25 97.331.69 70-130 4.72Bromodichloromethane 4.95 95.445.58 70-130 4.40Bromoform 5.25 83.818.02 70-130 4.63Bromomethane 5.25 88.214.17 70-130 4.54Carbon disulfide 4.75 95.628.81 70-130 4.57Carbon tetrachloride 5.25 87.020.99 70-130 4.55Chlorobenzene 5.25 86.737.05 70-130 4.34Chlorodibromomethane 5.25 82.712.75 70-130 4.82Chloroethane 5.25 91.824.27 70-130 4.96Chloroform 5.25 94.59.60 70-130 4.64Chloromethane 5.25 88.4

14.49 70-130 4.20Cyclohexane 5.25 80.032.19 70-130 4.181,2-Dibromoethane 5.25 79.623.74 70-130 3.941,2-Dichlorobenzene 5.25 75.032.05 70-130 5.321,3-Dichlorobenzene 5.25 10125.60 70-130 4.251,4-Dichlorobenzene 5.30 80.223.14 70-130 4.67Dichlorodifluoromethane 5.25 89.017.64 70-130 4.351,1-Dichloroethane 5.25 82.921.33 70-130 5.261,2-Dichloroethane 5.25 100

Page 34 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

Toxic Organic Compounds in Ambient Air-TO15 - GC/MS - Quality Control

Batch: B0J2104 Sample Type: air

Prepared: 10/21/2010 Analyzed: 11/13/2010LCS (B0J2104-BS1)

ppbv ANALYTE Level %REC LimitsQualResult %RECSpike

Targets (Continued)

µg/m³ µg/m³18.47 70-130 4.651,1-Dichloroethene 5.25 88.620.38 70-130 5.13cis-1,2-Dichloroethene 5.25 97.720.62 70-130 5.19trans-1,2-Dichloroethene 5.25 98.922.41 70-130 4.841,2-Dichloropropane 5.25 92.220.28 70-130 4.46cis-1,3-Dichloropropene 5.35 83.420.33 70-130 4.47trans-1,3-Dichloropropene 5.25 85.131.80 70-130 4.541,2-Dichloro-1,1,2,2-tetrafluoro

ethane5.25 86.5

21.74 70-130 5.00Ethylbenzene 5.25 95.220.87 70-130 4.241-Ethyl-4-methylbenzene 5.20 81.519.88 70-130 4.84n-Heptane 5.25 92.215.35 70-130 4.35n-Hexane 5.25 82.915.11 70-130 4.34Methylene chloride 5.30 81.915.46 70-130 3.774-Methyl-2-pentanone 5.20 72.516.61 70-130 4.60Methyl tertiary-butyl ether 5.25 87.618.27 70-130 4.28Styrene 5.25 81.533.85 70-130 4.921,1,2,2-Tetrachloroethane 5.25 93.728.00 70-130 4.12Tetrachloroethene 5.25 78.517.94 70-130 4.75Toluene 5.25 90.525.97 70-130 4.751,1,1-Trichloroethane 5.25 90.525.97 70-130 4.751,1,2-Trichloroethane 5.25 90.523.05 70-130 4.28Trichloroethene 5.25 81.525.17 70-130 4.47Trichlorofluoromethane 5.25 85.132.10 70-130 4.181,1,2-Trichloro-1,2,2-trifluoroet

hane5.25 79.6

23.20 70-130 4.711,2,4-Trimethylbenzene 5.25 89.723.59 70-130 4.791,3,5-Trimethylbenzene 5.25 91.212.58 70-130 4.91Vinyl chloride 5.25 93.542.82 70-130 9.84meta-/para-Xylene 10.5 93.720.91 70-130 4.81ortho-Xylene 5.25 91.6

Page 35 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

Toxic Organic Compounds in Ambient Air-TO15 - GC/MS - Quality Control

Batch: B0J2104 Sample Type: air

Prepared: 10/21/2010 Analyzed: 11/13/2010LCS (B0J2104-BS2)

Limits%REC

%RECLevelSpikeAnalyte

QualifierResult

ANALYTE ppbv

Surrogates

4.67 70-130Surr: 4-Bromofluorobenzene 4.00 117

Prepared: 10/21/2010 Analyzed: 11/13/2010LCS (B0J2104-BS2)

ppbv ANALYTE Level %REC LimitsQualResult %RECSpike

Targets

µg/m³ µg/m³12.97 70-130 5.45Acetone 5.25 10414.34 70-130 4.48Benzene 5.30 84.527.81 70-130 5.36Benzyl chloride 5.25 10212.97 70-130 5.851,3-Butadiene 5.25 11113.73 70-130 4.652-Butanone 5.25 88.633.24 70-130 4.95Bromodichloromethane 4.95 10048.69 70-130 4.70Bromoform 5.25 89.519.61 70-130 5.04Bromomethane 5.25 96.015.26 70-130 4.89Carbon disulfide 4.75 10330.45 70-130 4.83Carbon tetrachloride 5.25 92.020.21 70-130 4.38Chlorobenzene 5.25 83.437.13 70-130 4.35Chlorodibromomethane 5.25 82.914.04 70-130 5.31Chloroethane 5.25 10124.90 70-130 5.09Chloroform 5.25 97.07.88 70-130 3.81Chloromethane 5.25 72.6

15.21 70-130 4.41Cyclohexane 5.25 84.032.73 65-135 4.251,2-Dibromoethane 5.25 81.031.75 65-135 5.271,2-Dichlorobenzene 5.25 10042.23 65-135 7.011,3-Dichlorobenzene 5.25 13430.91 70-130 5.131,4-Dichlorobenzene 5.30 96.829.58 70-130 5.97Dichlorodifluoromethane 5.25 11417.89 70-130 4.411,1-Dichloroethane 5.25 84.021.66 70-130 5.341,2-Dichloroethane 5.25 102

Page 36 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

Toxic Organic Compounds in Ambient Air-TO15 - GC/MS - Quality Control

Batch: B0J2104 Sample Type: air

Prepared: 10/21/2010 Analyzed: 11/13/2010LCS (B0J2104-BS2)

ppbv ANALYTE Level %REC LimitsQualResult %RECSpike

Targets (Continued)

µg/m³ µg/m³19.11 70-130 4.811,1-Dichloroethene 5.25 91.621.37 70-130 5.38cis-1,2-Dichloroethene 5.25 10220.58 70-130 5.18trans-1,2-Dichloroethene 5.25 98.721.63 70-130 4.671,2-Dichloropropane 5.25 89.019.56 70-130 4.30cis-1,3-Dichloropropene 5.35 80.420.28 70-130 4.46trans-1,3-Dichloropropene 5.25 85.038.67 70-130 5.521,2-Dichloro-1,1,2,2-tetrafluoro

ethane5.25 105

20.69 70-130 4.76Ethylbenzene 5.25 90.721.85 70-130 4.441-Ethyl-4-methylbenzene 5.20 85.418.85 70-130 4.59n-Heptane 5.25 87.416.76 70-130 4.75n-Hexane 5.25 90.515.87 70-130 4.56Methylene chloride 5.30 86.016.78 70-130 4.094-Methyl-2-pentanone 5.20 78.717.58 70-130 4.87Methyl tertiary-butyl ether 5.25 92.817.33 70-130 4.06Styrene 5.25 77.343.27 70-130 6.291,1,2,2-Tetrachloroethane 5.25 12026.23 70-130 3.86Tetrachloroethene 5.25 73.516.69 70-130 4.42Toluene 5.25 84.227.83 70-130 5.091,1,1-Trichloroethane 5.25 97.024.99 70-130 4.571,1,2-Trichloroethane 5.25 87.022.45 70-130 4.17Trichloroethene 5.25 79.429.05 70-130 5.16Trichlorofluoromethane 5.25 98.335.25 70-130 4.591,1,2-Trichloro-1,2,2-trifluoroet

hane5.25 87.4

26.01 70-130 5.281,2,4-Trimethylbenzene 5.25 10125.57 70-130 5.191,3,5-Trimethylbenzene 5.25 98.913.70 70-130 5.35Vinyl chloride 5.25 10242.47 70-130 9.76meta-/para-Xylene 10.5 93.021.56 70-130 4.96ortho-Xylene 5.25 94.5

Page 37 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

Toxic Organic Compounds in Ambient Air-TO15 - GC/MS - Quality Control

Batch: B0J2104 Sample Type: air

Prepared: 10/21/2010 Analyzed: 11/13/2010LCS Dup (B0J2104-BSD1)

Limits%REC

%RECLevelSpikeAnalyte

QualifierResult

ANALYTE ppbv

Surrogates

4.17 70-130Surr: 4-Bromofluorobenzene 4.00 104

Prepared: 10/21/2010 Analyzed: 11/13/2010LCS Dup (B0J2104-BSD1)

ppbv ANALYTE Level %REC Limits RPD LimitQualResult RPD%RECSpike

Targets

µg/m³ µg/m³11.62 3.03 25 70-130 4.88Acetone 5.25 93.015.27 3.70 25 70-130 4.77Benzene 5.30 90.021.38 3.34 25 70-130 4.12Benzyl chloride 5.25 78.511.24 3.11 25 70-130 5.071,3-Butadiene 5.25 96.614.06 7.09 25 70-130 4.762-Butanone 5.25 90.732.23 1.68 25 70-130 4.80Bromodichloromethane 4.95 97.047.86 4.88 25 70-130 4.62Bromoform 5.25 88.017.78 1.30 25 70-130 4.57Bromomethane 5.25 87.013.67 3.59 25 70-130 4.38Carbon disulfide 4.75 92.228.18 2.21 25 70-130 4.47Carbon tetrachloride 5.25 85.121.31 1.53 25 70-130 4.62Chlorobenzene 5.25 88.038.07 2.73 25 70-130 4.46Chlorodibromomethane 5.25 85.012.61 1.04 25 70-130 4.77Chloroethane 5.25 90.923.83 1.83 25 70-130 4.87Chloroform 5.25 92.89.29 3.29 25 70-130 4.49Chloromethane 5.25 85.5

15.18 4.65 25 70-130 4.40Cyclohexane 5.25 83.832.34 0.477 25 70-130 4.201,2-Dibromoethane 5.25 80.024.40 2.75 25 65-135 4.051,2-Dichlorobenzene 5.25 77.133.20 3.51 25 65-135 5.511,3-Dichlorobenzene 5.25 10528.74 11.5 25 65-135 4.771,4-Dichlorobenzene 5.30 90.022.65 2.16 25 70-130 4.57Dichlorodifluoromethane 5.25 87.016.87 4.47 25 70-130 4.161,1-Dichloroethane 5.25 79.220.20 5.47 25 70-130 4.981,2-Dichloroethane 5.25 94.9

Page 38 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

Toxic Organic Compounds in Ambient Air-TO15 - GC/MS - Quality Control

Batch: B0J2104 Sample Type: air

Prepared: 10/21/2010 Analyzed: 11/13/2010LCS Dup (B0J2104-BSD1)

ppbv ANALYTE Level %REC Limits RPD LimitQualResult RPD%RECSpike

Targets (Continued)

µg/m³ µg/m³18.12 1.95 25 70-130 4.561,1-Dichloroethene 5.25 86.920.22 0.783 25 70-130 5.09cis-1,2-Dichloroethene 5.25 97.020.10 2.54 25 70-130 5.06trans-1,2-Dichloroethene 5.25 96.422.97 2.45 25 70-130 4.961,2-Dichloropropane 5.25 94.520.33 0.224 25 70-130 4.47cis-1,3-Dichloropropene 5.35 83.620.42 0.446 25 70-130 4.49trans-1,3-Dichloropropene 5.25 85.531.38 1.33 25 70-130 4.481,2-Dichloro-1,1,2,2-tetrafluoro

ethane5.25 85.3

22.48 3.34 25 70-130 5.17Ethylbenzene 5.25 98.521.51 3.02 25 70-130 4.371-Ethyl-4-methylbenzene 5.20 84.020.58 3.45 25 70-130 5.01n-Heptane 5.25 95.416.66 8.16 25 70-130 4.72n-Hexane 5.25 89.914.93 1.16 25 70-130 4.29Methylene chloride 5.30 80.916.82 8.39 25 70-130 4.104-Methyl-2-pentanone 5.20 78.816.64 0.217 25 70-130 4.61Methyl tertiary-butyl ether 5.25 87.817.42 4.78 25 70-130 4.08Styrene 5.25 77.735.77 5.53 25 70-130 5.201,1,2,2-Tetrachloroethane 5.25 99.028.68 2.40 25 70-130 4.22Tetrachloroethene 5.25 80.418.35 2.29 25 70-130 4.86Toluene 5.25 92.625.54 1.70 25 70-130 4.671,1,1-Trichloroethane 5.25 89.026.36 1.46 25 70-130 4.821,1,2-Trichloroethane 5.25 91.822.72 1.41 25 70-130 4.22Trichloroethene 5.25 80.424.66 2.03 25 70-130 4.38Trichlorofluoromethane 5.25 83.431.41 2.18 25 70-130 4.091,1,2-Trichloro-1,2,2-trifluoroet

hane5.25 77.9

24.19 4.16 25 70-130 4.911,2,4-Trimethylbenzene 5.25 93.524.88 5.28 25 70-130 5.051,3,5-Trimethylbenzene 5.25 96.212.04 4.37 25 70-130 4.70Vinyl chloride 5.25 89.544.25 3.30 25 70-130 10.2meta-/para-Xylene 10.5 96.921.95 4.87 25 70-130 5.05ortho-Xylene 5.25 96.2

Page 39 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

Toxic Organic Compounds in Ambient Air-TO15 - GC/MS - Quality Control

Batch: B0J2104 Sample Type: air

Prepared: 10/21/2010 Analyzed: 11/13/2010LCS Dup (B0J2104-BSD2)

Limits%REC

%RECLevelSpikeAnalyte

QualifierResult

ANALYTE ppbv

Surrogates

4.48 70-130Surr: 4-Bromofluorobenzene 4.00 112

Prepared: 10/21/2010 Analyzed: 11/13/2010LCS Dup (B0J2104-BSD2)

ppbv ANALYTE Level %REC Limits RPD LimitQualResult RPD%RECSpike

Targets

µg/m³ µg/m³12.14 6.64 25 70-130 5.10Acetone 5.25 97.113.45 6.45 25 70-130 4.20Benzene 5.30 79.227.50 1.13 25 70-130 5.30Benzyl chloride 5.25 10112.10 6.90 25 70-130 5.461,3-Butadiene 5.25 10413.05 5.07 25 70-130 4.422-Butanone 5.25 84.231.15 6.47 25 70-130 4.64Bromodichloromethane 4.95 93.747.24 3.02 25 70-130 4.56Bromoform 5.25 86.918.87 3.84 25 70-130 4.85Bromomethane 5.25 92.414.45 5.46 25 70-130 4.63Carbon disulfide 4.75 97.528.75 5.75 25 70-130 4.56Carbon tetrachloride 5.25 86.919.33 4.43 25 70-130 4.19Chlorobenzene 5.25 79.837.13 0.00 25 70-130 4.35Chlorodibromomethane 5.25 82.913.09 7.02 25 70-130 4.95Chloroethane 5.25 94.323.39 6.28 25 70-130 4.78Chloroform 5.25 91.08.19 3.86 25 70-130 3.96Chloromethane 5.25 75.4

14.32 6.07 25 70-130 4.15Cyclohexane 5.25 79.030.34 7.57 25 70-130 3.941,2-Dibromoethane 5.25 75.031.51 0.762 25 65-135 5.231,2-Dichlorobenzene 5.25 99.639.70 6.18 25 65-135 6.591,3-Dichlorobenzene 5.25 12625.36 19.7 25 65-135 4.211,4-Dichlorobenzene 5.30 79.427.55 7.11 25 70-130 5.56Dichlorodifluoromethane 5.25 10616.75 6.56 25 70-130 4.131,1-Dichloroethane 5.25 78.720.08 7.58 25 70-130 4.951,2-Dichloroethane 5.25 94.3

Page 40 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

Toxic Organic Compounds in Ambient Air-TO15 - GC/MS - Quality Control

Batch: B0J2104 Sample Type: air

Prepared: 10/21/2010 Analyzed: 11/13/2010LCS Dup (B0J2104-BSD2)

ppbv ANALYTE Level %REC Limits RPD LimitQualResult RPD%RECSpike

Targets (Continued)

µg/m³ µg/m³17.00 11.7 25 70-130 4.281,1-Dichloroethene 5.25 81.518.71 13.3 25 70-130 4.71cis-1,2-Dichloroethene 5.25 89.719.27 6.58 25 70-130 4.85trans-1,2-Dichloroethene 5.25 92.420.47 5.50 25 70-130 4.421,2-Dichloropropane 5.25 84.218.78 4.03 25 70-130 4.13cis-1,3-Dichloropropene 5.35 77.219.19 5.53 25 70-130 4.22trans-1,3-Dichloropropene 5.25 80.436.71 5.20 25 70-130 5.241,2-Dichloro-1,1,2,2-tetrafluoro

ethane5.25 99.8

20.22 2.34 25 70-130 4.65Ethylbenzene 5.25 88.620.97 4.14 25 70-130 4.261-Ethyl-4-methylbenzene 5.20 81.917.66 6.52 25 70-130 4.30n-Heptane 5.25 81.915.74 6.30 25 70-130 4.46n-Hexane 5.25 85.015.07 5.17 25 70-130 4.33Methylene chloride 5.30 81.716.86 0.488 25 70-130 4.114-Methyl-2-pentanone 5.20 79.017.22 2.07 25 70-130 4.77Methyl tertiary-butyl ether 5.25 90.916.65 4.02 25 70-130 3.90Styrene 5.25 74.341.14 5.05 25 70-130 5.981,1,2,2-Tetrachloroethane 5.25 11424.87 5.32 25 70-130 3.66Tetrachloroethene 5.25 69.7#15.63 6.54 25 70-130 4.14Toluene 5.25 78.925.92 7.12 25 70-130 4.741,1,1-Trichloroethane 5.25 90.323.13 7.73 25 70-130 4.231,1,2-Trichloroethane 5.25 80.620.57 8.76 25 70-130 3.82Trichloroethene 5.25 72.827.02 7.23 25 70-130 4.80Trichlorofluoromethane 5.25 91.431.49 11.3 25 70-130 4.101,1,2-Trichloro-1,2,2-trifluoroet

hane5.25 78.1

25.02 3.86 25 70-130 5.081,2,4-Trimethylbenzene 5.25 96.824.92 2.54 25 70-130 5.061,3,5-Trimethylbenzene 5.25 96.413.11 4.39 25 70-130 5.12Vinyl chloride 5.25 97.540.95 3.65 25 70-130 9.41meta-/para-Xylene 10.5 89.621.56 0.00 25 70-130 4.96ortho-Xylene 5.25 94.5

Page 41 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351

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Environm

ental Protection Agency

Region 6 L

aboratory10625 Fallstone R

oad, Houston, TX

77099Phone:(281)983-2100

Fax:(281)983-2248

Page 42 of 55R

eport Nam

e: 1010007,1010022 FINA

L 02 08 11 1351

oEPA USEPA Contract Laboratory Program Reference Case 38642

Generic Chain of Custody Client No L SOGNo;

O.ttSIIIpped: 1011812010 Chain of Custody Record So·~ For lab Use Only CarrltrN•mt: Fed Ex

Sigut.~~~< -

Rellnqubhed By to.ttrnmo) Rectlvtc!By (Oatetnme) l>bConlrletNo; Alrblll: 7963 43411358

~-;::>..- i•lt~I•C ~ to;f"lfto g;.st Shlpprdto: U S EPA Regoon 6 ·u<-c Unit Prict:

ubolatOI)' 2 10625 fallst011e Road Houston TX n099 {281 )983-2137

MATRIX/ SAMPLE No. SI.MI'UR

OW-404-SVE Soot Vapod BLAKE KINCANNON

COOCI rn>E

3

4

WI.YSS 1\JRIWlOUNO

TAGNol FRESERVATIVE1 Bo:IH

LJG T0.15 SIM {21 ) 6-376438(Nol prese:m') (1)

S!Anoo LOCAnoo

OW-404-SVE

SillpmOliiO<Case Conl>le•?N

amplt(s) to bt us«< lor l•boniD<y OC: ~ Additional S.mpltf Signolllre{s):

lt'1MftfTo:

t.JbCOfllJ"adNo:

Un~Pri'":

SAMli.E OOlLECT OAlEITIIf

S. 1011712010 17 28

FDRLABUSEON.Y S."'*Condilon()oRfO<!>t

rCooloJT~I1!o~ Upon Ret.

Cllaln ol Custody s .. t Number.

-Anolysls Key: 1 Conotruatlon: L =LON t.1 = '"""'"""""'· H =High Typo/l)e$1gnote: ~=C.GIOb=G Custody Sea! Intact? _ phlpmtfltl<tcl? _

T0.15SIM=T().t5SIM

TRNumber: 6-043013577-101810-0009 LABORATORY COPY PR pro'lldes pttllmiNry .-. Roqoests lor preliminary molts wlllncrust onolyticaloosts. Send Copy to Sample Management Office, Ann HeathetBauer, CSC. 15000 Conretence Center Or , Cha:dy. VA 20151 ·3819, Phone 700/B 18-4200; Fax F?/~1.041 Page I oft 7031818-4602

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Environm

ental Protection Agency

Region 6 L

aboratory10625 Fallstone R

oad, Houston, TX

77099Phone:(281)983-2100

Fax:(281)983-2248

Page 43 of 55R

eport Nam

e: 1010007,1010022 FINA

L 02 08 11 1351

oEPA OateShlll!>Od:

CanitfNeme:

Airbill:

Shlll!>Odto:

SAMPLE No.

DW~SVE

USEPA Contract Laboratory Program Generic Chain of Custody

10/1812010

Fe<!Ex

7940 1093 6981

US EPAReg10n6 Labolatory 10625 Fallstone Road HMton TX 77099 (281) 983-2137

IIATlllXI CQICJ SAMrl.ER !YPE

Soil Vapor/ UG BlAKE KINCANNON

Chain of Custody Record

Rot~htdSy

11t~ 2

3

4

AHJI.YSS TIRWlOUNO

!Dmlnlllf)

ttl•~''" ·J;~

IAGNol PRESERVAIMI Bocles

T0.15SIM{21) 6-376439(Notpreserved) (1)

Reference Case 38642 Client No

SOGNo:

~ I For lab Use Only

RO<flvtd By jDatf/Tomt) Lab Contract No:

,-c:; ... :_.A blatr~L, 1tft"/,'o 1?.~ UnftPrfct:

SIA~

lOCA~

DW41Ja.SVE

TransltrTo:

LabCon111ctNo;

UnftPrfce:

SA~f\.E <Xl!UCT DAIEIIIME

1011712010 10:51

L

--·-·--·-···--·- -

fa!LABUSI:ON.Y S.1!1'i1 Coodllco 01Rtmlp4

Sl>lpmenlforC..e amplo(s) to bo u<td for laboratory ac: I Additlofl>l Sample< Signl!Urt(s): I~T~2U~ Chain of Custody Stat Huml>!r. ~tiN UponR~

Analysis Key; Concentration: l•l.owll•l.ow-K•K>glt Type/OO$igna11: ~·C.Gtab•G Custody Stat lnto<t? -I Slllpmtnt ktd? _

T0·1SSIM • T0.15 SIM

TR Number: 6-043013577-101810-0003 LABORATORY COPY PR proYidt< pttlimlnary rHulls. Roqut<ts for p<tlimlnary mutts wlllncre"• wiytlc>l eo<ts. Send Copy to Sample Management otoce.Mn Heather Bauer. CSC 15000Con~erence Center llf .• Cftanblly, VA 20151·3819. PhOne 70318184200; Fa): FY~1.041 Page 1 ol I 70318184602

Page 112: Soil Vapor Extraction Pilot Test Bandera Road Ground Water … · 2020-02-07 · SVE is an in-situ remedial process that physically separates vapor phase contaminants from soil by

Environm

ental Protection Agency

Region 6 L

aboratory10625 Fallstone R

oad, Houston, TX

77099Phone:(281)983-2100

Fax:(281)983-2248

Page 44 of 55R

eport Nam

e: 1010007,1010022 FINA

L 02 08 11 1351

oEPA USEPA Contract Laboratory Program Reference Case 38642

Generic Chain of Custody Client No L SDG No:

Oato Shipped: 10118/2010 Chain of Custody Reo:~rd Sl·~ For lab Use Only Cln1trNJme: FedEx

$i!J11MI< Rofinqul$1\ed By (O.miTimt) Re<:olvedBy (D.miTimo) llbC-Ho:

Aftbll: 7963 4339 9364 1-t<. \ .. ,, " -u,..~ IJ-arns'<?i'<Jfo g:s;: "" ~.(, Shipped to: U.S EPA Region 6 UnfiPrioe:

Laboratory 10625 Fallstone Road Houston TX 77099 {281 )983-2137

MA!RIXI SAMPLE No. SI.MPlfR

CONCI me

2

3

4

AMAI.YSIS' 1U!I'tiROOHD

TAGNoJ FRESERI'AlM'I Bol:lts

STAllOO lOCAllOO

OW-414-SVE SoiVaporl UG TQ.15SIM (2t) 6-376440 (Notpreserved) OW-414-SVE

ShJtxnllltf«Cast Coft\lle1!1N

BLAKE KINCANNON

ampl<(s) 10 1>t "'"' r.r ilbontory OC:

(I)

I Addi1lonal Slmplor Slgnlt!JI1{1):

TransJtflo:

t..ob ConttJct No:

UniiPrlct:

SAMR.£ OOILEC! OAruTINf

s 10/1812010 12 15

FQ!UBUSEOK.Y S.mpleCondiie<~QIRI<t\01

~~-T-r&ure Choln ol Cuotody Stat Number:

Upon~

' '

Anolysls Key: Cooctntndon: l• l"' M<t.oo,_,mK•~ TyptlOtsigllOit: Compw.e, C Gr>ll• G Custody s .. tlntltt? -I Shipment Iced? _

T0-15 SIM = T0-15 SIM

TRNumber: 6-043013577-101810-0008 LABORATORY COPY PR pro'lidts pntlmlnory mutt.. Requtsts r.r p!!limlnory <Hults wllllncr- onalytlcol CO$ts. · Send Copy to Sample Managemel\1 Office, Attn: Heather Bauer. CSC 15000 Conlerence Cenier Or • Chantilly. VA 20151-3819. Phone 70318184200; Fa< flli1.047 Page 1 of 1 7031818-40()2

Page 113: Soil Vapor Extraction Pilot Test Bandera Road Ground Water … · 2020-02-07 · SVE is an in-situ remedial process that physically separates vapor phase contaminants from soil by

Environm

ental Protection Agency

Region 6 L

aboratory10625 Fallstone R

oad, Houston, TX

77099Phone:(281)983-2100

Fax:(281)983-2248

Page 45 of 55R

eport Nam

e: 1010007,1010022 FINA

L 02 08 11 1351

oEPA USEPA Contract Laboratory Program Reference Case 38642

Generic Chain of Custody ChentNo

SOGNo:

OmSilippoct: 1011812010 Chain of Custody Re<lln! Sa"':'~ For Lab Use Only CanierN•me: Fe<~Ex

Sigvlure: ~ Relinquished By (O•teinmt) Re<eivodBy (O<telnme) ubCon-No; Alrt>ll: 7940 1093 4956

Shlppoctlo: U S. EPA Region 6 ~. \. tt/•> 1"/1& !&A ~c. 'tft'1/a g:91 UnllPIIct: Labo<atory 2 10625 fa!lstone Road Transfer To: Houston TX n099 (281) 983-2137

MATRIX/ SAMPLE No. Sli!A.ER

OW-414.SVE·E Sod Vapor/ lfluenl BLAKE

KINCANNON

CCWC/ l't!'E

3

4

ANILYSIS' TIIRt\ROOHO

TAGNol I'RfSERVATMI Bol:les

S!Al'Ol LOCATOl

l.obContrlclNo:

Unit Price:

S/l!lfU COUECI OAlE/TlME

LIG T0-15SIM(21) 6-391S99(NoiP<eseNed) OW-41~SVE·Effiuent S 10/1812010 12.18 (I)

L

Fa! LAB USE ON. Y Sarq>lttcodiloo(), Rl<tft

Sl1/pmll\1fo<Case Co<!!>~• IN

amplf(s) to 1>e used for lobo<OlOfY OC: I Acld;ijonal Sampltr Slgnatlltf(s): roolerr.,..,.,.ll. Choin of CullOdy Sui Numbtf: UpooRo:tipt

Anlly>ls Key; Conceflllation: l>low M>LO«Med.Jm H>Hql T ype/Oe$ignm: Compos.lt , C Grab > G Custody SUI Intact? - I Shipmtnllcod? T0-15SIM:T0-15SIM

-

TR Number: 6-043013577-101810-0002 LA BORA TORY COPY PR p<O'Iidos prtliminory IWlb. Roquesu for pttl.minory mulls wlllncrt.,. •no~yt~cot coslS. Send Copy to Sample Management Office, Attn Heather Bauer CSC 15000 Confelence Center Or Ch<!nfj)y. VA 20151-3819. Phone 703/818-4200: Fax F2V5.1.DQ Page 1 of 1 703/818-4602

Page 114: Soil Vapor Extraction Pilot Test Bandera Road Ground Water … · 2020-02-07 · SVE is an in-situ remedial process that physically separates vapor phase contaminants from soil by

Environm

ental Protection Agency

Region 6 L

aboratory10625 Fallstone R

oad, Houston, TX

77099Phone:(281)983-2100

Fax:(281)983-2248

Page 46 of 55R

eport Nam

e: 1010007,1010022 FINA

L 02 08 11 1351

oEPA USEPA Contract Laboratory Program Reference Case 38642

Generic Chain of Custody Oen1No· L SOGNo:

Oa!!Shlpped: 10118/2010 Chain of Custody Record .. ~'"' r For Lab Use Only Ca.rrifr~mt: Fed Ex Sf!1111"" :..,-

Rtllnqulshed By (Oatt/Time) Rtttlwd8y (Oa!!lnmt) lab ContrKt No: Alrbil: 79401093 2541 '""~''Yt ~.J.JJ...,ai...> '<ftqja g~5D Shipped to: US EPAReg10116

~ ~ ltt"C Un~Prlct: Labora10f)' 10625 Fallstone Road HOU$lOn TX 77099 (281) 983-2137

MATRIXJ SAMPLE No. SAIU'tfR

cooo TYPE

2

3

4

IJIIJ..YSt:l ~0

lAG No/ I'RiSERVATMIBoGies

STATQI LOCATIOO

OW-415-SVE Sol!Vaporl UG TQ.15SIM (21) 6-376441(Notprererved( DW-415-SVE

Shipnrttlo<c .. , Comp~•'IN

BLAKE KINCANNON

lsampleis) 10 bt u...S lor labomory QC:

(1)

I Ad<litioNI Samplor Signaturejs}:

lrtnSftrTo·

Lab Con1tad No:

UnkPrice:

SWUOOtLECT DA1EI!Wf

s· 1011712o1o 1342

F<llWUSEON.Y Sl~~on()! Rocoipt

,~~~""~ Choln of Custody Seal-be<: UponR«tlpt

Analysis Key: Conct!\llltion: L• l.o<t M • LowMedU'II. H •H>91> Type/l)elignate: Composile • C. Gra!> • G Custody Seat tntld7 - I Shipmt<111ctd? TQ.15SIM•TQ.15SIM

TRNumber: 6-043013577-101810-0001 LABORATORY COPY PR provtcles proiorninlry rtsufls. Roqutsts for preliminary mulls wilt incre.,. wi)1Jcal costs. Send Copy to Sample Management Office A1ln Heather Bauer CSC. 15000Conference Center Dr. Chantilly, VA 20151-3819 Phone 703/81S4200. Fax F115.1.0Q Page 1 of 1 703/818-4602

I

Page 115: Soil Vapor Extraction Pilot Test Bandera Road Ground Water … · 2020-02-07 · SVE is an in-situ remedial process that physically separates vapor phase contaminants from soil by

Environm

ental Protection Agency

Region 6 L

aboratory10625 Fallstone R

oad, Houston, TX

77099Phone:(281)983-2100

Fax:(281)983-2248

Page 47 of 55R

eport Nam

e: 1010007,1010022 FINA

L 02 08 11 1351

oEPA USEPA Contract Laboratory Program Reference Case 38642

Generic Chain of Custody CfiE!ntNo. L SOGNo;

O.ttShljljlfd; 10/1812010 Chain of Custody Record So<nplor For lab Use Only Sigut~ -CirritfNJme: FedEx

Ro~nqul!ihed By (Dalt/Tlmt) Rectlved8y (Do:tlT011t) Lab Contn<t No: Aftbill: 7963 4338 9383

~ ll/1'!1 .. ~.JJJ~,.r; 10h~ ~·.;o Slllpped10: U.S EPAReg10116 u-- UnkPritt:

laboratory 2 Transfer To: 10625 Fallstone Road Houston TX 77099 3 I (281) 983-2137

I.JbCootr1CINo;

4 UMPrlu;

I!ATRIXI COOC/ AAA.YS& TAGNoJ STATOI SAN!I.IOOU.ECT rat LAB USE 011. Y

SAMPlE No. SAMII.ER n'PE TURW\OONO I'RESERVATI\9~ LOCATOI DAltllllt Sa<nploCondiOIIQ>Rice~

SB-103-SVE Sod Vapor/ LJG T0-15 SIM (21) 6-376444 (Not pt<!$etved) SB-103-SVE S. 10/1812010 16•42

BlAI<E (1) KINCANNON

!lllpmlllt forC.Se Sampleis) to bt uood tor taborJ!Ory CC: I Adlfltlonal Sarnpltr Signaturt(s): ~~T-- Choln of Custody Stal Number: i

eo••?N UponRicl\'t

Analysls Key; Con«ntr>tlon: L • Low M • LowMednm. H • Hogll TypeiDHlgnltt: ~· C Gl>b: G Custody S.ollnta<t? -I Slllpmem ked? _

T0-15 SIM • T0-15 SIM

TR Number: 6-043013577-101810-0007 LABORATORY COPY PR pro'lic!ts preGmiNry result>. Reqws1S for prtllmlnsry mulls wllin<rulf anoly1kal costs. Send COfl'{to Sample Management Office. A1111. Healher Bauer. CSC. 15000 Confe<ence Center Or. Cha!\llly. VA 20151-3819. Phone 7()31818-4200, Fax FlY~1.1W Page 1 of 1 7031818-4602

Page 116: Soil Vapor Extraction Pilot Test Bandera Road Ground Water … · 2020-02-07 · SVE is an in-situ remedial process that physically separates vapor phase contaminants from soil by

Environm

ental Protection Agency

Region 6 L

aboratory10625 Fallstone R

oad, Houston, TX

77099Phone:(281)983-2100

Fax:(281)983-2248

Page 48 of 55R

eport Nam

e: 1010007,1010022 FINA

L 02 08 11 1351

oEPA USEPA Contract Laboratory Program Reference Case 38642

Generic Chain of Custody Client No L SDG No:

DateSIIIppe<t: 10/1612010 Chain of Custody Record ~~ - For Lab Use Only

Carrier tame. Fed Ex Relinquished By (Daumnt) Reeelve<IBy (Dilletnme) lab Contract No: Alr!HII: 7963 4338 6250

~ ~~fl ::fJIV ~..tkla.rii:S 1"%l.o~.:'J3'i

U S EPA Region 6 , ...... Uni!Prict:

ShiPII<diO: LaboratOI)' 2 10625 Fallstooe Road Houston TX n099 (281)983-2137

!lATRIX/ SAMPLE No. SAMPlER

SB-204-SVE Sod Vapo<l BLAKE KINCANNON

CONCI rn>E

3

4

ANitYSS TU~D

TAGNol PRESERVATI\fl Bollles

UG T0-15 SlM (211 0-391998 (Not preserved) (I)

STATIOO LOCATIOO

SB-2D4·SVE

Sl!lpmllllfortase Sample(s)IO be """lor lobo<otory QC: I Addi1ional Sompltr Signalur!(s):

Comp~l'IN

TransftrTo:

L.abConlmiNo:

Un~Prict:

SAM!I.ECOIJ.ECI D.I'IEITIME

S: 1011612010 17 44

F~ LAB USE Ott Y S.mpr Cood~on 01 Rtctlpt

roollrT~/t>J~ Chaln o1 CU$10dy s .. 1 1100\be<: UponReuipt

AnolyslsKey: Concentration: l•LOw,M•lc:w.'.led1\1111 H•HIQh Typorotsignatt: Compo$11! • c. Glab • C Custody Stol ln1ad? -1 Shipment Iced?

T0-15 SIM = T0-15 SlM

TRNumber: 6-043013577-101810-0006 LABORATORY COPY PR provldH P'fllmlnary rtsulls. RequesiS fa< prlllmlnary results wllllnt,.,.e analj1Jcll cosll. Send Copy to Samj)le Management Office Al1n Heatlier Bauer, CSC, 15000 Con!erence Cer.ter Dr. Chanllly VA 20151·3819, Phone 7031818-4200, Fax F11>1.047 Page 1 of 1

7031818-4602

Page 117: Soil Vapor Extraction Pilot Test Bandera Road Ground Water … · 2020-02-07 · SVE is an in-situ remedial process that physically separates vapor phase contaminants from soil by

Environm

ental Protection Agency

Region 6 L

aboratory10625 Fallstone R

oad, Houston, TX

77099Phone:(281)983-2100

Fax:(281)983-2248

Page 49 of 55R

eport Nam

e: 1010007,1010022 FINA

L 02 08 11 1351

oEPA USEPA Contract Laboratory Program Generic Chain of Custody

OitfSIIippe<t 1011812010 Chain of Custody Record Ca:rrltrHamt: FedEle ReUnqullllodBy (O•te/Time) Alrblll: 7963 4338 3402

~2£..__ o</ \ •t

Shipped to: US €PAReg10116 <l'l-'-

Laborntory 2 10625 Falls1one Road HOUSIOII TX n099 (281) 983·2137

MATRIXI SAMPLE No. Wll'l£R

USG~20.SV Sool Vapor/ E BLAKE

KINCANNON

c~ TI!'E

3

4

AHII.YSIS' TIJIW.ROOND

TAG No! ~ESER'IAMBoltles

I1G 10.15 SIM (21) 6-352600 (Not pteserved) (1)

Reference Case 38642 Cllent No

SOG No:

~~ --- For Lab Use Only

RectlvedBy [llote/Timt) UbCowa<IHO:

l ~,d_ff4:[;., t~E'.SO Unit Pritt<

SIAM LOCAM

Transfer to:

Ub Con1rocl No:

Unit Pritt:

SAMFI.E Ol!UCT DAl".JTIME

USGS-420.SVE S. 1011812010 1427

L

Fal LAB USE ON. Y s.• Condllon 0> Rtct~

51lipm .. fo1Cise 1mple{s) to be used for l>botatory OC: I Addillonll Simple< Slgnaturt(s): ~~ooio'T.,..,.t11lllt Chain of CustOdy Seal Number. CotrC>~t?N UponRo:lipt

ANiysisl<ty: COO<tntrotion: l•low M •LDoMedwm. H• ilogh Typeo'De$1gn1tf· Corr"csot: C. Gl>b • G CustOdy Seol lni>Ct? -I Shlpmtnt lcoc!? _

TQ.15SIM=T0·1SSIM

.. - --- . ----- --·· ---·· PR provides prtliminary results. R<quHts IO< pnlimlnary mulls will incn!llt onol)'tbl cost>. Send Copy to Sample Management OffiCe, Attn Heather Bauer, CSC 15000 Confelence Center Dr , Cnan1ily VA 20151·3819. Phone 703/818-4200. Fax Fni1.1W Page 1 of 1 7031818-4602

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Environm

ental Protection Agency

Region 6 L

aboratory10625 Fallstone R

oad, Houston, TX

77099Phone:(281)983-2100

Fax:(281)983-2248

Page 50 of 55R

eport Nam

e: 1010007,1010022 FINA

L 02 08 11 1351

oEPA USEPA Contract Laboratory Program Reference Case 38642

Generic Chain of Custody ChentNo L SOGNo:

O.ttSI>Ippod: 1011812010 Chain of Custody Record S.•'-'2: - For Lab Use Only GanitrNJme: FedEx

S11Jllll>l: 9-Rtllnqulshod By (Dmlnmel RfCtlvod By (O.to l l'lml) Lob Contro<t No:

Altbill: 7963 4338 1010 ~-~ ttll~ll". ' ~~~ !.la.rr.s rW,o &~.5 () Shlppod10: US. EPA Reg1on 6 'lh ~ UnhPrf<o:

laboralOI)' 10625 Fal!s!one Road Houston TX 77099 (281) 983-2137

MAJRIXI SAMPLE No. SAMPl!R

COOCI 1YPE

2

3

4

AHALYSI& 11JRW!OU!<D

TAG No/ PRESERVATMIBotlos

STA~ lOCA~

USGS-42-SVE Sod Vapot/ BLAKE KINCANNON

UG T0.15SlM(21) ~37(Notpreserved) USGS-42.SVE

Shjln;O>tforC..e ~-1N

ampit(S) lo lit"'"' fo<labor>lOI)' OC:

(1)

I Mdibonal Sampler Sig..,.,t(s):

Transftrlo;

ub Controct No:

UnltPrict:

SAMI'I.E<XllLECI OATEJTINE

s 1011812010 1417

Fa! LAB USE ON. Y Sa•CondlonOIRtltiiC

ICoolorT-Illllre UponRo:<ipt

Chiln ol Custody Seal Number.

-AnliyolsKoy: Conctnlntion: l •low l.l•l.owtAedlum. H•H!~~> Typt!Dtslg .. te: Ccmposn! = C, Glllb = G Custody Sealln1>CI? - I Shlpmenllcod? _

T0-15 SIM = T0-15 SIM

TRNumber: 6-043013577-101810-0004 LABORATORY COPY PR pro'lldH p<tlimiNIY ""'"'· Requ.,.. for pteUmiNIY mulls vrill1ncnm wlytlcol cosiS. Send Copy lo Sample Management Office. Attn Heather Bauer. CSC 15000 Conference Center Or Chanlj!y. VA 20151·3819, Phone 703181S-4200. Fax FNI.t.OQ Page 1 of 1 703181 S-4602

Page 119: Soil Vapor Extraction Pilot Test Bandera Road Ground Water … · 2020-02-07 · SVE is an in-situ remedial process that physically separates vapor phase contaminants from soil by

Environm

ental Protection Agency

Region 6 L

aboratory10625 Fallstone R

oad, Houston, TX

77099Phone:(281)983-2100

Fax:(281)983-2248

Page 51 of 55R

eport Nam

e: 1010007,1010022 FINA

L 02 08 11 1351

oEPA USEPA Contract Laboratory Program Reference Case 38642

Generic Chain of Custody Client No L SOG No:

OoteSIIippe<l: 10120/2010 Chain or custody Record ~::"' t { ?I L-- For Lab Use Only

tarrf«Hamt: Fed Ex Re&nqulshod By (Dotellimo) Re<ell'fdBy (Date I Tome) Lab Contro<t No: Alrtlill: 7940 2n9 3657

' {kl L ~d.+f(;rll·~ t%,/~ ShlpptdU>: U.S EPA RegionS

~.;z.ltt ~~;. UnitPric:t:

ubolatory 2 ~:-56 10625 Fallstone Road Transfer To:

Hoos1onTX77099 3 (281) 983-2137 lab ConlrKI No:

4 UnkPrlce:

11.\TRIXI ca;a AN/.I.YSISI IA<iNoJ STAIJal SAMP\£ OOilECI FORLABIJSEOII.Y S.iq:loCondilonCI>Rece~ SAMPLE No. SAMPLER TYPE 1\IOOROUND PRESERVATI\BSol:los lOCJ.l'Jal OA1EI!W£

BKG-AIR #I Amb<entA1rl lJG T0-15 StM (35) &-376436 (Not preserved) BKG-AIRII S. 1011912010 17-20 BLAKE (1) KINCANNON

Shipm .. for Case ~ample(s)to be ustd lor labo<Otory OC: ~l:m::•r~s): ~ ~~T~~~ Clllln ol Custody Sool NU<nbe<:

Comp~l?N UponRecept

AN!ysisKoy: Conctntratlon: L = l,.., l.t = l""•\ledium. H' H9i "'TypeiOeolgnoll: ~=C. G<ab • G Cu$1ody Soallntxt? - I Slllpment Iced? _

T0·15 SIM= T0·15SIM

TR Number: 6-043013577-101910·0001 LA BORA TORY COPY PR pto'lldes ~llmlnory reoultl. Requests IO< ~llmlnory rHUits Wllllnctt.,. analytl<>l costs. Send Copy to Sample Management OffiGe.Ann Heather Bauer. CSC l5000Conference Center Or Chantily VA20151·3819. Phone 7031818-4200. Fax f1VU.OQ Pagel of 1 7031818-4602

Page 120: Soil Vapor Extraction Pilot Test Bandera Road Ground Water … · 2020-02-07 · SVE is an in-situ remedial process that physically separates vapor phase contaminants from soil by

Environm

ental Protection Agency

Region 6 L

aboratory10625 Fallstone R

oad, Houston, TX

77099Phone:(281)983-2100

Fax:(281)983-2248

Page 52 of 55R

eport Nam

e: 1010007,1010022 FINA

L 02 08 11 1351

oEPA USEPA Contract Laboratory Program Reference Case 38642

Generic Chain of Custody Client No. L SDG No:

O>to Shippod: 10/2012010 Chain of Custody Record Sol!1*r jL, t t. For lab Use Only

Carrier Namt: FedEx Sig'llb:le: I

Re6nquished By (Ootttnmel Recolve<I By (Oato iTime) LabCoottaciHo: AltbU1; 794027794S17

1 1~ t- {_. ld'•ll ' "'.sdd ~s ro!?J!.o Shippe<lto: U.S EPA RegiOn 6

,;,.. UnlrPrlu :

Labolatory 2 ~:~ 10625 Fallslone Road

Trans-ftrTo:

HMIOn lX 77009 3 {281) 983-2137

Lob Contmt No!

4 UMPrke:

MATRIX/ COOCI mi.YSEI TAGNoJ STATIOO SIJ!II.f 00l1ECT Fa! LAB USE OK. Y

SAMPLE No. Sl.l!A.ER TYPE 1'\ll\llAAOONO FRESERVATMIBoii<S LCCATIOO OAlEITWE S.l!1*Coadlon0. Rt<qn

Tnp B!ank N # Amb,ent Air/ LJG T0·15SIM(35) 6·313599 (Not presetved) Trip Blank Alr # 1 s 1011912010 21 03

1 BLAKE (1) KINCANNON

Typo/OO$ignllt: Com- • C Gtlb: G Custody S..l lnll<t? _J Shipmemlc.ed? Anolys!s Key: 1 ConuntrJtion· L • Low M • l..,1.1edun, H 'H.gt

~mpltr Sig;;a!ure{s): rc.el!rlOl'l>lnllllt

Upoo Rete¢

~ ~

Chain of ClJ$tody 5,.1 Number. ~01tforCose ISample{s) to bf used lor laboRtory OC: Con'4>11•7N

T0·15SIM = T0-15 S~d

TR Number: 6-043013577-101910-0002 LABORATORY COPY PR pro'llcle$ prelimll\ary m utts. Requuts for prellminory mulls wll Increase analyticil <OSlJ. Send COPY to. Sample Management Office Attrr Healller Bauer. CSC 15000 Conference Center Or Chantilly VA 20151·38 19 Phone 7031818-4200: Fax FZI'~I.CQ Page 1 ol1

7031818-4602

Page 121: Soil Vapor Extraction Pilot Test Bandera Road Ground Water … · 2020-02-07 · SVE is an in-situ remedial process that physically separates vapor phase contaminants from soil by

Environm

ental Protection Agency

Region 6 L

aboratory10625 Fallstone R

oad, Houston, TX

77099Phone:(281)983-2100

Fax:(281)983-2248

Page 53 of 55R

eport Nam

e: 1010007,1010022 FINA

L 02 08 11 1351

oEPA USEPA Contract Laboratory Program Generic Chain of Custody

DattSillpptd: 10/2012010 Chain of Custody Record CllritrHamt; FedEx Rtllnqulshtd By (O>tt/Timt) Alrblll: 7963 6027 Sn9

1 ft_-,t .._. Shipped to: US EPARegron6 12.1 U·

Laborate<y 2 10625 Fal!stone Road Houston TX 77099 (281)98l-2137

MAJRIXI SAMPlE No. SI.MPLER

VI-211-CIA Indoor Air/ BlAJ(E KINCANNON

CQ!CI TYPE

3

4

WLYSISI ~ROOND

TAGNoJ PRESERVATII'!IBotlrs

UG TQ.15SIM (36) ~9 (NOipreseMd) (1)

Reference Case 38642 Client No

SOG No:

S.rrfltr ./~f v-SfiJ111lnt

For Lab Use Only

Roc.tlve<l By (Datt/Timo) ub ContTOCt No:

,-:,.r.:.d tl-.-.'s to/:zt/,o Un~Pr1oe:

STATICW lDCATICW

VI·211.CIA

~:~6 TrJRSferTo;

ubCOOUidNo:

UrutPr1ct:

SAMII.EOOllECT OAlEITW£

10/1912010 17 07

L

Fal LAB USE 011. Y S. rrf/1 c.ndil on Ql Ro<t"

~..cfoiCae

~·?N ~amplf(s) to be u.e<1 lot l>bor>toty OC: J?;~~u~s):

ICoolorT-.raurt UpooReci!lt --

Choln of CUstody S.al Humbt<:

AnllysiJ Koy. 1 Conoenltltlon: L: L"" II• t.a. ~,..,.., H • H~ Type.Otslgnott: Cclr4fOS"£ • C ~ • G Custody Sullotottl -I Shipmtntloedl _

TQ.1SSIM=T0.15SIM

6-043013577-101910-0003 LABORATORY COPY TRNumber: PR provldn pnllmlnaty mulls. RoqutSts for ptofimiNry mulls wllln<rwt anal)'ticol cos1S. Send Copy lo Sample Management Office. Attn !feather Bauer, CSC, 15000 Conferen<:e Certer Dr Chanbl!y, VA 20151·3819. PhOne 7031818-4200: Fax 7031818-4602

F1/~t.OQ Page 1 of 1

Page 122: Soil Vapor Extraction Pilot Test Bandera Road Ground Water … · 2020-02-07 · SVE is an in-situ remedial process that physically separates vapor phase contaminants from soil by

Environm

ental Protection Agency

Region 6 L

aboratory10625 Fallstone R

oad, Houston, TX

77099Phone:(281)983-2100

Fax:(281)983-2248

Page 54 of 55R

eport Nam

e: 1010007,1010022 FINA

L 02 08 11 1351

oEPA USEPA Contract Laboratory Program Reference Case 38642

Generic Chain of Custody

o.teShiJlllOd: 10/2012010 C.trit<Namt: FedEx

Alrtill: 7963 6027 5908

ShiJlllOdto: U.S EPA Reg10n 6 Labolatory 10625 Fanstone Road Houston TX 77W. (281) 983·2137

MATRIX/ SAMPLE No. SAIIi'tfR

COOCI lYPE

Chain of Custody Record

Rtilnqultl1td8y

1/;Ut v 2

3

4

Alli'l.YSIS 1\aWlOONO

(0.!0/ Timt)

~1' ·1 ,;,.

TAGNoJ FRESERVATII'E18o'llu

Client No

SOG No:

So•• t~ ( t---Sig"lllr!: J . . For l..lb Use Only

Recolvod By (D>teiTime) IAbCoolt1CINo:

~',.L~,~ l 0b1;{0 1/nitPrict:

$'? :$3" Tt~t~sferTo:

IAbCO<>Ct>ctNo:

Ul\itPriee:

STATI()I lOCATilN

5.1Nl'll:COU.ECT OATE11111.!

VI-212-CIA Indoor A~l BLAKE KINCANNON

UG TQ.15SIM (35) 6-486640(N04 preserwd) VI-212-CIA s 1011912010 20 30 (1)

(\

L

fat LAB USE ON. Y S.~CondlaaOnRttti>t

Ship<nontfo<Ca$e Slmpie(S) 10 be u"d lot lobOratory QC:

~j~:s~-~~ ~~~-~ore Chain of Custody S"l Number. Col!>~t?y UJlCXlRicei!>t

Anal)'slsXey: C....Ctmrotlon: l • lcw M•~H•H.9> '-' Typellltslgnate: Com""'!! • C. Grab • G

T0-15 SIM= T0·15SIM

-- ~· ... - -

PR pmvfcles prollminary !HUlts. Requests for prtllmlnal'f rtSults wiRin<rt..e •nalytitll eosts. Send Copy to Sample Management Office, Attn Heather Baue<. CSC 15000 Conference Center Or . Chan~. VA 20151·3819. Phone 703/818-4200, Fax 7031818-4602

Custody S"llnt.ot7 - I Sh[jlmenticod? _

- - - - -

Fl'/~1.041 Page I of I

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Environmental Protection Agency

Region 6 Laboratory10625 Fallstone Road, Houston, TX 77099

Phone:(281)983-2100 Fax:(281)983-2248

Notes and Definitions

A This sample was extracted at a single acid pH.

HTS Sample was prepared and/or analyzed past recommended holding time. Concentrations should be considered minimum values.

AES Atomic Emission Spectrometer

CVAA Cold Vapor Atomic Absorption

ECD Electron Capture Detector

GC Gas Chromatograph

GFAA Graphite Furnace Atomic Absorption

ICP Inductively Coupled Plasma

MS Mass Spectrometer

NA Not Applicable

NPD Nitrogen Phosphorous Detector

NR Not Reported

TCLP Toxicity Characteristic Leaching Procedure

U Undetected

# Out of QC limits

Initial pressure in air analyses is the pressure at which the canister was received in psia (pounds per square inch absolute pressure).

The pH reported for Volatile liquid samples was tested using a 0-14 pH indicator strip for the purpose of verifying chemical preservation.

The statistical software used for the reporting of toxicity data is ToxCalc 5.0.32, Environmental Toxicity Data Analysis System 1994-2007 Tidepool Scientific Software.

Page 55 of 55Report Name: 1010007,1010022 FINAL 02 08 11 1351