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ARCHIVED REPORTS XR0006092
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0542421
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ARCHIVED REPORTS XR0006092
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Last modified
6/21/2019 1:16:31 PM
Creation date
6/21/2019 10:26:52 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006092
RECORD_ID
PR0542421
PE
2950
FACILITY_ID
FA0024377
FACILITY_NAME
COUNTRY CLUB BLVD/295950
STREET_NUMBER
1876
STREET_NAME
COUNTRY CLUB
STREET_TYPE
BLVD
City
STOCKTON
Zip
95204
APN
12319101
CURRENT_STATUS
01
SITE_LOCATION
1876 COUNTRY CLUB BLVD
P_LOCATION
01
QC Status
Approved
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EHD - Public
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PURPOSE AND SCOPE <br /> The following report documents the Second Quarter 2001 groundwater monitoring along <br /> with the results from the installation of three additional cluster wells and sampling of five <br /> continuous core "GeoProbe" borings, see Appendix A - workplan approval and permits <br /> Depth to water measurements and groundwater samples were obtained from the five <br /> monitoring wells (MWI, MW2, MW3, MW4 and MW5) and the newly installed <br /> groundwater recovery cluster well (RIA & B) located at 1876 Country Club Blvd and <br /> the two newly installed cluster monitoring wells (MW6 A & B, MW7 A & B) located in <br /> the western curb area of Mission Road, 1904 Country Club Blvd , Stockton, CA <br /> SITE LOCATION AND DESCRIPTION <br /> The site address is 1876 Country Club Blvd , Stockton, CA It is Iocated at the southeast <br /> corner of the intersection of Mission Street and Country Club Blvd (Figure 1) The <br /> property is located in projected Section 4, TIN, R6E of the MOB&M at approximately <br /> five feet above mean sea level On May 1, 2001 Land Surveyors Kjeldsen, Sinnock & <br /> Neudeck, Inc surveyed the positions, top of casing and surface elevations of all wells <br /> associated with this site, see Appendix B Figures 3 has been revised to this new survey <br /> along with Table I All associated figures showing site conditions are based on the new <br /> Figure 3 <br /> The property previously contained two I000 gallon gasoline Underground Storage Tanks <br /> (UST's), product dispensers, and associated underground piping (Figure 3) The UST's, <br /> dispensers, and piping were removed from the site in 1989 <br /> The property owner originally installed five onsite monitoring wells With this report <br /> three additional cluster wells have been installed to aid in the investigation of soil and <br /> groundwater conditions at the site <br /> LOCAL GEOLOGY AND HYDROGEOLOGY <br /> The site is located on surface sails belonging to the Stockton Adobe Clay and Honeycut <br /> Clay series They are derived from Recent alluvial fan and floodplain deposits The 40 <br /> feet of explored section consisted of clay and silt overlying interbedded lenses of silty <br /> and clayey sands below 12 feet This first sandy formation will be designated the A zone <br /> aquifer The base of the A zone is at approximately 17 - 18 feet below ground surface <br /> (bgs) An aquitard consisting of silty clay approximately 3 to 4 feet thick separates the <br /> silty clayey sand A zone aquifer from the B zone aquifer that is found at approximately <br /> 21 feet bgs and is approximately 6 to 7 feet thick The B zone aquifer consists of cleaner <br /> moderately sorted fine to coarse sand that shows graded bedding (fine to coarse with <br /> depth) Beneath the B zone aquifer is stiff clay that extends from approximately 27 feet <br /> 4 Sanchez 2nd QM 2001 <br />
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