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ARCHIVED REPORTS_XR0003804
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ARCHIVED REPORTS_XR0003804
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Last modified
2/3/2020 9:52:59 PM
Creation date
2/3/2020 9:18:23 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003804
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
Scanner
SJGOV\sballwahn
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EHD - Public
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' 24 May 2005 <br /> . AGE-NC Protect 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 24 March <br />' 2005, the contaminant impact to ground water was assessed from the laboratory data <br /> From field data collected at the SVE remediation system between 22 December 2004 and 08 March <br />' 2005, AGE determined the average TPH-g concentration and the average flow rate and calculated <br /> the'approximate mass and volume of hydrocarbons removed <br />' 4 1 GROUND WATER ELEVATION AND GRADIENT <br />' On 24 March 2005,the depths to ground water were measured at between 17 30 feet and 19 97 feet <br /> below the tops of the well casings (Table 2) The March 2005 ground water elevations,at the site <br /> were calculated to be between 8 85 feet (MW-4A) and 10 84 feet(MW-4B) below mean sea level <br />' (Table 2), ground water elevations are depicted on Figure 3 Generally, ground water elevation at <br /> the site increased an average of 2 75 foot between the December 2004 and the March 2005 ground <br />' water monitoring events <br /> The March 2005 ground water flow direction at the site was inferred to be southwest, at an <br />' approximate gradient of 0 015 ft/ft (Figure 3) The flow direction this quarter was consistent with <br /> historical flow directions <br />' -4 2 LABORATORY RESULTS OF GROUND WATER SAMPLES <br />' During the March 2005 monitoring events, TPH-g was only detected in the water sample collected <br /> from well MW-2 at a concentration of 6,400 micrograms per liter (µg/1) The inferred extent of <br /> dissolved TPH-g during the March 2005 ground water monitoring event is depicted in plan view in <br />' Figure 4 <br /> - µ Toluene, ethylbenzene and total xylenes were detected at concentrations of 4 8 µg/1 toluene, 140 <br />' µg/1 ethylbenzene and 680 µg/1 xylenes, respectively, from well MW-2, benzene was not detected <br /> in any water samples <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 0503-256), 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 />' Advanced GeoEnvironmental,Inc <br /> I i <br />
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