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ARCHIVED REPORTS_XR0003594
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0540905
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ARCHIVED REPORTS_XR0003594
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Last modified
2/3/2020 9:45:27 PM
Creation date
2/3/2020 8:53:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003594
RECORD_ID
PR0540905
PE
2960
FACILITY_ID
FA0023406
FACILITY_NAME
SIERRA LUMBER MANUFACTURERS
STREET_NUMBER
375
Direction
W
STREET_NAME
HAZELTON
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
APN
147120808
CURRENT_STATUS
01
SITE_LOCATION
375 W HAZELTON AVE
P_LOCATION
01
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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i <br />' 14 February 2006 <br /> AGE-NC Project No 98-0448 <br />' Page 5 of 9 <br />' 4.0. FINDINGS <br /> AGE determined ground water flow direction and gradient from the field data collected on <br />' 23 November 2005,the contaminant impact to ground water was assessed from the laboratory data <br /> From field data collected at the SVE remediation system between 07 September 2005 and <br />' 22 November 2005,AGE determined the average TPH-g concentration and the average flow rate and <br /> calculated the approximate mass and volume of hydrocarbons removed <br />' 41 GROUND WATER ELEVATION AND GRADIENT <br /> On 23 November 2005, the depths to ground water were measured at between 19 14 feet and 2147 <br /> feet below the tops of the well casings (Table 2) The November 2005 ground water elevations at <br /> the site were calculated to be between 10 49 feet(MW-7)and 12 34 feet(MW-4B)below mean sea <br />' level (MSL), ground water elevations are depicted on Figure 3 Ground water elevations at the site <br /> averaged 11 22 feet below MSL on 23 November 2005 Ground water elevations have decreased an <br /> average of 0 73 feet between the September 2005 and the November 2005 ground water monitoring <br /> 10 <br /> events <br /> The November 2005 ground water flow direction at the site was inferred to be toward the south- <br /> southwest, at an approximate gradient of 0 008 ft/ft (Figure 3) The flow direction this quarter was <br /> consistent with historical flow directions <br /> I <br /> 4 2 LABORATORY RESULTS OF GROUND WATER SAMPLES <br />' TPH-g and BTEX compounds were not detected in the water samples collected from wells MW-1, <br /> MW-2,MW-4A,MW-413 and MW-6 during the November 2005 sampling event The inferred extent , <br /> of dissolved TPH-g during the November 2005 ground water monitoring event is depicted in plan <br /> view in Figure 4 <br /> No other fuel components were detected by laboratory analysis Previous and current analytical <br /> results of ground water monitoring well samples are summarized in Tables 3 and 4 The laboratory <br /> reports (Cal Tech Environmental Laboratories I D 0511-180), quality assurance/quality control <br /> (QA/QC)and chain of custody forms are presented in Appendix C, GeoTracker confirmation pages <br /> of the submitted laboratory electronic deliverable format (EDF) files are included in Appendix G <br /> • <br /> iAdvanced GeoEnvironmentai,Inc <br />
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