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WORK PLANS_FILE 1
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WORK PLANS_FILE 1
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Last modified
4/7/2020 1:40:37 PM
Creation date
4/7/2020 1:26:01 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
FILE 1
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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EHD - Public
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14easibility Testing Work Plan <br /> Jimco Truck Plaza <br /> C A M .B R I A 1022 Frontage Road <br /> Ripon,California <br /> May 18, 2005 <br /> removed from the site. A new gasoline UST and ten dispensers were installed along with new product <br /> piping connecting the new dispensers with the new UST and the existing diesel ASTs. , <br /> 2.3 Geology i i k a 5, <br /> Soils encountered during drilling consist primarily of interbedded sand,silty sand,silty clay and clay <br /> 5% <br /> to a total explored depth of 40 t bgs (B-17). A saturated, poorly graded, fine-grained sand was <br /> encountered during drilling at depths from 20 to 30 feet bgs, in the vicinity of the former USTs. <br /> Boring logs detailing the subsurface findings are included in Appendix B. —mi`SS<,R`-t: Ori s� . <br /> 2.4 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 /> Groundwater monitoring activities have been ongoing at the site since May 1998 Groundwater levels <br /> have dropped steadily since 1998,having decreased from approximately 15 to 27 ft bgs. The drop in <br /> groundwater levels is presumed to be related to groundwater pumping of nearby municipal wells. On <br /> February 2,2005,groundwater flowed towards the southwest with a gradient of approximately 0.0006 <br /> feet per foot fFigure 3). The groundwater flow direction has fluctuated over the years but generally <br /> 3 `is granges from southwest to northwest. Due to incorrect well locations plotted by the previous <br /> consultant, all monitoring wells and related site features were resurveyed on April 1, 2005. A <br /> Y1��4. -revised site plan is presented in Figure 2. <br /> 19� <br /> 2.4 Sensitive Receptor Survey <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 /> m The municipal well is located 750hwest of the site and is screened from 170 to 195 ft bgs, with <br /> additional screened intervals below this depth. A domestic well is located onsite near MW-8 and is <br /> screened from 160 to 200 ft bgs. A second domestic well is located 175 ft southeast of the site on <br /> Ripon Farm Service property and is screened from 176 to 196 ft bgs.A third domestic well is located <br /> at 23066 South Highway 99 and is screened from 180-to 200 ft bgs. Detailed findings of the well <br /> n <br /> survey are presented in AGE's Well Survey and Site Model dated June 6,2003.The closest water body <br /> to the site is the Stanislaus River which is located approximately 9,000 ft south of the site. <br /> 2 <br />
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