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ARCHIVED REPORTS_XR0004893
Environmental Health - Public
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PR0545438
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ARCHIVED REPORTS_XR0004893
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Last modified
3/9/2020 3:45:00 PM
Creation date
3/9/2020 2:03:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004893
RECORD_ID
PR0545438
PE
3528
FACILITY_ID
FA0000848
FACILITY_NAME
QUIK STOP MARKET #2121
STREET_NUMBER
1196
Direction
W
STREET_NAME
LOUISE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
217-410-43
CURRENT_STATUS
02
SITE_LOCATION
1196 W LOUISE AVE
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
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. Soil and Groundwater Investigation <br /> Quik Stop No 121 <br /> Page 5 <br /> collected for geotechnical analysis The geotech laboratory reported this sample to consist of sand <br /> with some silt This sand horizon extended to depths of 18 to 20 feet in four of the five sample <br /> locations The one exception was at GP-5, located on the south side of the site, which was found <br /> to have light grey to grey-brown, silty clay to clayey silt at depths of 14 to 20 feet A sample (GP-5- <br /> 17) was collected for geotechnical analysis The geotech laboratory reported this sample to consist <br /> of sandy clay, with a porosity of 38 7 %, a moisture content of 21 7% and a dry density of 103 3 <br /> pounds per cubic foot Soil sample GP-2, located on the north side of the site, was also found to <br /> have a stiff clay lens between 20 and 22 feet Below 22 feet and extending to a depth of 28 feet at <br /> GP-5 and 30 feet at GP-1, alternating sequences of sand, sandy silt and occasional minor lenses of <br /> clay were encountered During the collection of samples, no unusual odors were noted at any of the <br /> five sample locations Organic vapor readings taken on soil samples collected from GP-4 and GP-5 <br /> registered low vapor readings of 21 parts-per-million (ppm) or lower As previously mentioned, <br /> groundwater was generally encountered at a depth of 15 feet in 4 of the 5 sample locations <br /> Groundwater at GP-5 was encountered at 20 feet under confined conditions and immediately rose <br /> to approximately 15 feet Copies of the boring logs are attached in Appendix B Copies of the <br /> geotechnical soil analysis are attached in Appendix E <br /> 2000-Foot Radius Well Survey <br /> CCI conducted a well survey at the State of California Department of Water Resources (Water <br /> Resources Board) The well survey included a search for all municipal, domestic, agricultural and <br /> industrial wells within a 2,000-foot radius of the subject site (Appendix C, Figure 4) The survey <br /> found 4 wells within the search area One well is located at the First Christian Church, located <br /> northwest of the intersection of Louise Avenue and Union Road More specifically, this well is <br /> located 350 feet west of Union Road and 200 feet north of Louise Avenue The well, which is used <br /> for domestic purposes, extends to a depth of 158 feet A second well is located west of the subject <br /> site,at the Union Cemetery The well is located approximately 225 feet south of Louise Avenue and <br /> 150 feet west of Union Road The depth of this well is unknown The well is most likely used for <br /> irrigation purposes City of Manteca Well # 15 is located approximately 1,000 feet southeast of <br /> the subject site This municipal well is located at the corner of Franciscan Way and Agate Avenue <br /> The well has two perforated intervals, at 140 to 180 feet and at 205 feet to 265 feet A fourth well <br /> used for irrigation purposes is reported to be Iocated 300 yards east of Union Road, on the north side <br /> of Louise Avenue CCI was unable to physically locate this well Copies of the well drillers reports <br /> for the wells located within the search area are attached Several other wells located within the <br /> township and range of the subject site are provide in Appendix C <br /> Laboratory Analysis and Results <br /> • CCI submitted a total of 21 soil and 5 water samples to North State Environmental (North State) <br />
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