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ARCHIVED REPORTS_XR0011731
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0541344
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ARCHIVED REPORTS_XR0011731
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Last modified
12/13/2019 1:26:39 PM
Creation date
12/13/2019 11:33:36 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011731
RECORD_ID
PR0541344
PE
2960
FACILITY_ID
FA0023692
FACILITY_NAME
GUARDINO & CRAWFORD
STREET_NUMBER
517
Direction
W
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
13721410
CURRENT_STATUS
01
SITE_LOCATION
517 W FREMONT ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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1 <br />' 24 October 2005 <br /> i AGE-NC Project No 95-0167 <br />' Page 9 of 10 <br /> 4.0. SUMMARY AND CONCLUSIONS <br /> ' In general,brown d to dam silt clay,clayey silt,and clay was encountered from surface <br /> • g �dry p Y <br /> grade to approximately 15 feet bsg From 15 feet to approximately 33 feet bsg, sandy <br /> ' material was encountered, grain size increased with depth, and sub-rounded pebbles were <br /> present with diameters as large as %z inch From 33 feet to 41 feet bsg, clay, silty clay, and <br /> clayey silt were primarily encountered Alternating layers of silty and sandy material were <br /> ' Identified from approximately 41 feet bsg to the total depth of boring CPT-1 Based on the <br /> CPT results and comparison with soil descriptions from borings previously advanced on the <br /> ' site, AGE has developed a preliminary subsurface model of the site soil stratigraphy <br /> comprised of six Informal zones - a vadose (unsaturated) zone and five hydrologic units <br /> • On 24 September 2004, depths to ground water ranged ftom 16 13 feet to 16 94 feet below <br /> ' the tops of the well casings Ground water elevations at the site averaged approximately <br /> 5 15 feet below MSL, indicating an average elevation Increase of 1 55 feet since the last <br /> ' monitoring event In June 2004 <br /> • The shape of the water table at the time of the September 2004 monitoring event was in the <br /> form of a mound centered over monitoring well MW-2, with a trough Immediately to the <br /> ' west Ground water at the site was determined to be flowing radially outward from the <br /> mound under an average hydraulic gradient of approximately 0 012 ft/ft <br /> ' A total of seven soil samples were collected from pilot borings MW-7 and MW-8 and <br /> analyzed for the constituents listed in section 2 1 1 ,no petroleum hydrocarbon constituents <br /> were detected at or above laboratory reporting limits in the soil samples analyzed <br /> ' During the September 2004 ground water monitoring event,TPH-g was detected in ground <br /> water samples collected from monitoring wells MW-1 and MW-7 at concentrations of <br /> 23,000µg11 and 700 µg/l,respectively BTEX compounds were detected In the ground water <br /> ' samples collected from monitoring wells MW-1 and MW-7 at maximum concentrations in <br /> well MW-1 of 4,600 µg/l benzene, 4,800 µg11 toluene, 1,300 µg/l ethylbenzene, and <br /> 6,900 µg11 total xylenes MTBE was detected In sample MW-1 at a concentration of 37µg/l <br /> ' A total of three grab ground water samples were collected from soil boring CPT-1 (one <br /> sample each from HU1, HU3, and HU5) and submitted for laboratory analysis for the <br /> ' constituents listed in Section 2 1 1 No petroleum hydrocarbons were detected at or above <br /> laboratory reporting limits <br /> ' No petroleum hydrocarbon contamination was detected in any of the CPT grab ground water <br /> samples,though contamination was detected In ground water samples from monitoring well <br /> MW-1, approximately 18 feet southwest of CPT-1 This Indicates that ground water <br /> ' contamination is confined to soil in the upper section of HU1 <br /> • The lateral extent of petroleum hydrocarbon contamination Is defined to the west by well <br /> ' Advanced GeoEnvironmental,Inc <br />
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