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ARCHIVED REPORTS_XR0006017
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ARCHIVED REPORTS_XR0006017
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Entry Properties
Last modified
4/7/2020 2:14:28 PM
Creation date
4/7/2020 1:55:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006017
RECORD_ID
PR0534875
PE
2960
FACILITY_ID
FA0020170
FACILITY_NAME
AAA TRUCK WASH/JIMCO TRUCK PLAZA
STREET_NUMBER
1022
Direction
E
STREET_NAME
FRONTAGE
STREET_TYPE
RD
City
RIPON
Zip
95366
APN
26102004
CURRENT_STATUS
01
SITE_LOCATION
1022 E FRONTAGE RD
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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Site Assessment Report <br /> 1022 Frontage Road <br /> C A M B R I A Ripon, California <br /> • December 16, 2005 <br /> propane tank, a 4,500-gallon oil water separator, a truck scale, and a drainage pond A site plan <br /> showing the general layout and relative locations of site features is included in Figure 2 <br /> 22 Regional Geology and Hydrogeology <br /> The site is located within the San Joaquin Valley Groundwater Basin(Basin No 5-22) The Modesto, <br /> Riverbank, and Turlock Formations, as well as Recent Alluvium are the primary sources of <br /> groundwater production within the San Joaquin Valley Groundwater Basin <br /> 2.3 Local Geology and Hydrogeology <br /> Soils encountered during drilling consist primarily of interbedded sand,silty sand, sandy silt,silt,and <br /> clay to a total explored depth of 60 ft bgs(boring B-18) Saturated silty sand is encountered across the <br /> site at depths between 25 and 35 feet bgs The shallow groundwater aquifer is detected within this <br /> silty sand bed Boring and well construction logs detailing the subsurface findings are included in <br /> Appendix B <br /> Since May 1998, groundwater monitoring activities have been ongoing at the site Since 1998, the <br /> groundwater table has decreased in elevation from approximately 15 ft bgs to as deep as <br /> approximately 27 ft bgs The decrease in the groundwater table elevation is presumed to be related to <br /> groundwater pumping at nearby municipal and domestic wells On NgNember 15,2005,groundwater tf 17`Dd <br /> flowed away from the source area toward the southwest ando ast at gradients ranging between <br /> approximately 0 0008 and 0 0MVft/ft(Figure 3) Arose diagram on Figure 3 represents the historical <br /> groundwater flow directions Since 1998, the groundwater flow direction has varied significantly <br /> with groundwater flow predominately toward the west and north "The varied groundwater flow <br /> direction is likely due to the flat groundwater gradient observed at the site and nearby <br /> groundwater pumping On April 1, 2005, Cambna had all the monitoring wells and related site <br /> features resurveyed and a revised site plan is presented on Figure 2 <br /> 24 Sensitive Receptors <br /> In 2003,Advanced GeoEnvironmental,Inc (AGE)of Stockton,California conducted a well survey to <br /> identify any domestic,municipal,irrigation,or monitoring wells within a 2,000-foot radius of the site <br /> The well survey identified one municipal well and several domestic wells within the search radius <br /> The municipal well is located 750rwest of the site and is screened from 170 to 195 ft bgs, with <br /> . additional screened intervals below this depth Well DW-1 is located onsite near well MW-8 and is <br /> screened from 160 to 200 ft bgs Well DW-1 is used to operate the truck wash onsite A domestic or <br /> 2 <br />
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