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ARCHIVED REPORTS_QUARTERLY MONITORING AND REMEDIATION REPORT - FIRST QUARTER 2007
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ARCHIVED REPORTS_QUARTERLY MONITORING AND REMEDIATION REPORT - FIRST QUARTER 2007
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Last modified
3/4/2020 11:24:09 AM
Creation date
3/4/2020 10:54:07 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
QUARTERLY MONITORING AND REMEDIATION REPORT - FIRST QUARTER 2007
RECORD_ID
PR0523885
PE
2957
FACILITY_ID
FA0005984
FACILITY_NAME
THATER PROPERTY
STREET_NUMBER
336
Direction
E
STREET_NAME
LOCUST
STREET_TYPE
ST
City
LODI
Zip
95240
APN
04311105
CURRENT_STATUS
01
SITE_LOCATION
336 E LOCUST ST
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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24 April 2007 <br /> AGE-NC Project No. 04-1207 <br /> Page 5 of 9 <br /> to 2000-hr. <br /> Since its start-up on 05 February 2007,the SVE system has been monitored approximately weekly. <br /> At each monitoring event,the flow rate of extracted soil-vapor(influent)was measured using a flow <br /> meter. The organic vapor concentration in the extracted soil-vapor stream was measured before <br /> entering the blower(influent stream)and after exiting the final carbon vessel(effluent stream)using <br /> an OVM equipped with a PID. Monitoring data is included in Table 2. <br /> Soil-vapor samples were collected at start-up on 05 February 2007 and weekly, thereafter. The <br /> samples were collected into Tedlar vapor bags from a sample port on the influent line and from the <br /> effluent stream.The samples were labeled,placed in a cooler,and transported under chain of custody <br /> to CTEL for analysis for: <br /> • TPH-g in accordance with EPA Method 8015M and <br /> • BTEX and MTBE in accordance with EPA Method 8260B. <br /> 3.0. FINDINGS <br /> The mass of TPH-g extracted by the SVE system was calculated from the recorded flow rates and <br /> laboratory analytical data of soil-vapor samples. Depth to ground water data is based on field <br /> measurements taken on 18 January 2007.The hydrocarbon impact to groundwater was characterized <br /> from laboratory analytical data of ground water samples. <br /> 3.1. GROUNDWATER GRADIENT AND FLOW DIRECTION <br /> At the time of the January 2007 ground water monitoring event,depths to ground water ranged from <br /> 47.67 feet(MW-4) to 48.70 feet (MW-2)below the well heads. Ground water elevation at the site <br /> ranged from 3.25 feet (MW-1) to 3.01 feet (MW-2) above mean sea level (MSL) and averaged <br /> approximately 3.14 feet above MSL, indicating an increase in elevation of 0.56 feet since the last <br /> monitoring event in October 2006. <br /> During the January 2007 ground water monitoring event,ground water at the site was inferred to be <br /> flowing from a southeast-trending ground water ridge under a relatively uniform hydraulic gradient <br /> of approximately 0.004 foot/foot(ft/ft). Figure 4 illustrates the contoured ground water elevations <br /> as measured on 18 January 2007. <br /> Advanced GeoEnvironmental,Inc. <br />
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