Laserfiche WebLink
Monitoring Well Installation Report <br /> 10 Quik Stop Market No 121 <br /> Page 3 <br /> the City of Manteca municipal well No 15, located approximately one-quarter mile southeast of <br /> the subject site, near the corner of Franciscan Way and Agate Street, therefore, CCI proposed to <br /> collect soil and groundwater data between the Quik Stop Market site and the municipal well to <br /> determine whether impacted groundwater was migrating toward the well In addition, CCI <br /> proposed to collect a grab water sample on the north side of West Louis Avenue (in front of the <br /> Exxon station) to determine whether groundwater contamination was migrating from that corner <br /> toward the Quik Stop site <br /> Information obtained during the Cone Penetration Test (CPT) investigation conducted in June <br /> 2000, indicated the groundwater was impacted with petroleum hydrocarbons, mainly in the <br /> vicinity of Quik Stop Markets' fuel tanks, on the southeast side of the site, near monitoring well <br /> MW-3 Low concentrations of TPHg were detected in the shallow water sample (CPT-3) <br /> collected on the north side of West Louis Avenue, in front of the Exxon gas station Since this <br /> location is up-gradient of the Quik Stop site, it is possible the TPHg detected at CPT-3 is <br /> associated with the Exxon site <br /> Subsurface geologic conditions in the vicinity of CPT-I (Figure 2) were found to be composed of <br /> alternating layers of silty sand and sand, with some silty clay and clay from the surface to <br /> approximately 32 feet The material was found to be dense with localized areas of very dense <br /> material From 32 feet to 42 feet, a dense sand to gravelly sand was encountered This granular <br /> unit was followed by a 12-foot interval of sand, sandy silt and silty clay From 54 feet to 66 feet, <br /> a very stiff, clayey silt-to-clay was encountered, with some localized "hard pan" (calcium <br /> cemented sand and/or clay) material The "hard pan" material appears to be an impediment to <br /> vertical contaminant migration Below 66 feet and extending to the bottom of the bore hole, a <br /> very dense sand to gravelly sand was encountered to a total depth of 79 5 feet <br /> It appears the subsurface geologic conditions encountered at the Quik Stop site are consistent <br /> with off-site regional data CCI collected off-site CPT sounding data from CPT-2, located <br /> approximately 500 feet to the southeast of the site Subsurface conditions encountered at this <br /> location also consisted of alternating layers of clay, silty clay, sand and gravelly sand to a depth <br /> of approximately 43 feet Below this interval and extending to a depth of 62 feet, the soil <br /> became less granular and consisted of silty sand to silty clay and clay There were several <br /> localized areas of hard pan material CPT-2 was terminated at 62 feet due to refusal <br /> Groundwater in the vicinity of monitoring well MW-3 continues to contain the highest petroleum <br /> hydrocarbon concentrations at the subject site It appears some MTBE may have migrated to a <br /> lower portion of the aquifer, to a depth of 35 to 38 feet, as confirmed by the water sample <br /> collected at CPT-I In addition, the water sample collected from CPT-I was also reported to <br /> contain low concentrations of tetrachloroethene, a widely used dry cleaning solvent The source <br /> of the tetrachloroethene is not known No petroleum hydrocarbon concentrations were detected <br /> in the two water samples collected at CPT-2, which was located approximately 500 feet southeast <br /> of the site, in the direction of the City of Manteca municipal well No 15 <br />