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ARCHIVED REPORTS_XR0003768
EnvironmentalHealth
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2900 - Site Mitigation Program
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ARCHIVED REPORTS_XR0003768
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Last modified
2/3/2020 9:24:33 PM
Creation date
2/3/2020 9:09:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003768
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 i fi <br /> 23 October 2000 <br /> AGE-NC Project No 98-0448 <br /> Page 3 of 5 <br /> I3 2 LABORATORY RESULTS OF GROUND WATER SAMPLES <br /> TPH-g was detected in water samples collected from wells MW-2, MW-4A, MW-4B &MW-6 at <br />' concentrations ranging from 110 micrograms per liter(µg/1) to 8 1,000µgll The approximate extent <br /> of dissolved TPH-g is depicted in plan view in Figure 4 <br /> Various BTEX compounds were detected in water samples collected from MW-2,MW-4A,MW-4B <br /> and MW-6 at concentrations ranging from 2 1 µg/1 and 12,000 µg/1, the greatest benzene <br /> concentrations were detected in samples collected from MW-4B at a concentration of 5,900 µg/1 <br />' Fuel oxygenated compounds were not detected by laboratory analysis Analytical results of the <br /> ground water samples are summarized in Table 2 The laboratory reports (McCampbell Analytical <br />' Inc I D 44426 through 44430) and chain-of-custody forms are presented in Appendix B <br /> 4.0. DISCUSSION AND CONCLUSIONS <br /> The implications from the August 2000 ground water monitoring event are as follows <br /> • Ground water flow direction at the site appeared to be oriented generally towards the south- <br /> southwest at a gradient of 0 009, due to the low gradient at the site, slight variations in <br />' ground water measurements or changes of recharge/discharge of the local ground water could <br /> greatly modify ground water flow direction <br />' • Well MW-4B is"drowned" and yields a sample more representative of deeper ground water <br /> conditions <br /> I • Comparing the April 2000 monitoring event to the August 2000 monitoring event, decreases <br /> In concentrations of dissolved petroleum hydrocarbons were quantified in ground water <br /> samples collected from wells MW-2, MW-3, MW-4A and MW-6 (Table 2) Conversely, a <br />' slight concentration increase was recorded In well MW-4B Based on increased petroleum <br /> hydrocarbon concentrations quantified from well MW-4B (screened 45 to 50 feet bsg)during <br /> the June 1999, September 1999, April 2000 and August 2000 monitoring events, AGE <br /> suspects that well EW-1 (screened between 15 and 45 feet bsg) may be a vertical conduit <br /> between shallow depth ground water (approximately 15 to 30 feet bsg) and deeper depth <br /> ground water (approximately 45 to 50 feet bsg) <br /> • A trend of increasing ground water elevations was observed at the site between October 1994 <br /> and June 1998 Since June 1998, ground water elevations have fluctuated between 7 and 10 <br /> feet below mean sea level <br /> Advanced GeoEnvironmental,Inc <br />
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