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ARCHIVED REPORTS_XR0004371
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ARCHIVED REPORTS_XR0004371
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Last modified
3/9/2020 7:44:10 PM
Creation date
3/9/2020 9:20:02 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004371
RECORD_ID
PR0506313
PE
2950
FACILITY_ID
FA0000514
FACILITY_NAME
MAIN STREET SHELL*
STREET_NUMBER
1071
Direction
N
STREET_NAME
MAIN
STREET_TYPE
ST
City
MANTECA
Zip
95336
APN
21707011
CURRENT_STATUS
02
SITE_LOCATION
1071 N MAIN ST
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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Ron Rowe <br /> A CAMBRIA <br /> April 27, 1998 <br /> .� INVESTIGATION PROCEDURES AND RESULTS <br /> In the Investigation Woik Plan Addendum No 2,Cambria proposed installing ground water monitoring wells <br /> near the eastern dispenser, near the east side of the former USTs where the product piping entered the tank <br /> pit, and at the southwest corner of the property <br /> The results of Cambria's March 25, 26, and 27, 1998 well installations are summarized below The <br /> monitoring well locations are shown in Figure I Two cross sections are included as Figures 2 and 3 <br /> Analytical results for soil chemical and physical parameters are presented in Tables I and 2, respectively <br /> Paul Waite of Cambria was onsite to oversee the well drilling and sampling on March 25 and 26, 1998 Ron <br /> Rowe of the SICPHS visited the site during the morning of March 25, 1998 and indicated that further <br /> SJCPHS oversight of the drilling and well installation activities was not required Mr Waite updated Mr <br /> Rowe via telephone throughout the fteld activities <br /> Soil Borings and Well Installations <br /> Permits SICPHS Drilling Permit No 014530 (Attachment A) <br /> Drilling Dates The held woik was performed from March 25, 1998 through March 27, 1998 <br /> Drilling Method 8-inch hollow stem auger The first 5 ft of each boring were hand-angered <br /> Soil Sampling The soil sample collected from approximately 2 5 ft depth was from <br /> hand-auger cuttings The rest of the samples were collected using an 18-inch <br /> modified California split spoon sampler with brass lineis or a 5-foot <br /> continuous core barrel with clear acetate liners <br /> Water Sampling In the Investigation Work Plan Addendum No 2, Cambria proposed discrete <br /> ground water sampling during the drilling During his March 25, 1998 site <br /> vistt, Mr Rowe agreed that because of the silty soil types encountered, <br /> discrete interval water sampling would not be effechve and therefore was not <br /> required No water samples were collected from the borings <br /> Number of Wells Three Wells MW-1, MW-2, and MW-3 (Figure 1) <br /> Boring Depth Monitoring well MW-1 was bored to 32 ft below giade, and wells MW-2 and <br /> MW-3 to 36 ft below grade(Attachment B) <br /> Ground Water Depth In well MW-1,ground water was initially encountered at 16 5 ft, and the static <br /> water level was measured at 26 5 ft In well MW-2, ground water was first <br /> encountered at 17 ft and the static water level was estimated at 17 ft In well <br /> MW-3, water was first encountered at 16 ft, and the static water level was <br /> measured at 16 3 ft (Attachment B) <br /> 2 <br />
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