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ARCHIVED REPORTS_XR0004067
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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L
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LAMMERS
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24100
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2900 - Site Mitigation Program
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PR0508110
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ARCHIVED REPORTS_XR0004067
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Entry Properties
Last modified
2/13/2020 12:36:24 PM
Creation date
2/13/2020 10:00:12 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004067
RECORD_ID
PR0508110
PE
2950
FACILITY_ID
FA0006134
FACILITY_NAME
POMBO RANCH
STREET_NUMBER
24100
Direction
S
STREET_NAME
LAMMERS
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
24002002
CURRENT_STATUS
01
SITE_LOCATION
24100 S LAMMERS RD
P_DISTRICT
005
QC Status
Approved
Scanner
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EHD - Public
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L <br /> Pombo Ranch Facility August 17,2004 <br /> Subsurface Investigation Report& <br /> Second Quarter Groundwater Monitoring <br /> ' Upon termination, the boring into the saturated zone was completed as a <br /> monitoring well and backfilled with concrete grout, after a Bentonite seal has <br /> ' been placed. The boring for the monitoring well was of a diameter at least 4 <br /> inches greater than the 2-inch diameter of the well casing to be used. <br /> The cuttings from the drilling operation were containerized on-site during drilling <br /> for proper disposition. The proper method of disposal will be dependent upon <br /> results of laboratory analysis. This disposal will be the responsibility of the client <br /> ' unless other arrangements are made. <br /> 1 2.2 Well Construction <br /> All materials used in well construction were thoroughly cleaned prior to <br /> introduction into the boring. A cement and Bentonite grout was placed at the <br /> bottom of the boring as necessary. After the seal had been allowed to set long <br /> enough to support the weight of the casing, a 2- inch diameter well casing (PVC) <br /> with end cap and factory perforations for placement in the saturated was placed in <br /> the boring. The casing and end caps were threaded; no PVC cement was used. <br /> ' The filter pack was placed to extend two feet above the perforated casing zone. A <br /> Bentonite seal 2- to 3-feet thick was placed in the annular space above the filter <br /> pack followed by a cement grout to the surface. Seal and filter pack elevations <br /> were determined by the underlying geology and actual elevation at each well <br /> location. All well heads were surveyed to within 0.01 feet using an assumed <br /> datum of 53 feet as shown on the USGS Tracy Quadrangle topographic map <br /> ' (photo-revised 1981). <br /> 2.3 Well Development and Sampling <br /> The wells were developed until the well water appeared clear of sediment and <br />' allowed to stabilize for twenty-four(24) hours prior to sampling. <br /> All soil and groundwater samples were properly labeled with date collected, <br />' project number, sample coordinator, and sample identification. Field records <br /> document the above information and other significant data, such as names of on- <br /> site personnel, sampling methods, date and time of sampling, the number of well <br />' volumes removed before sampling, preservatives added, and any filtration <br /> performed on samples. <br />' The samples were refrigerated immediately for delivery to the laboratory and <br /> under no circumstances were opened by anyone other than laboratory personnel. <br /> Chain of Custody records were maintained at all times. <br /> 7 <br />
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