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ARCHIVED REPORTS_XR0008954
Environmental Health - Public
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0545822
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ARCHIVED REPORTS_XR0008954
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Last modified
7/15/2020 2:58:20 PM
Creation date
7/15/2020 1:27:45 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008954
RECORD_ID
PR0545822
PE
3528
FACILITY_ID
FA0005566
FACILITY_NAME
RIVERSIDE CEMENT COMPANY
STREET_NUMBER
2825
Direction
W
STREET_NAME
WASHINGTON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
CURRENT_STATUS
02
SITE_LOCATION
2825 W WASHINGTON ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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at 0835; V & W Drilling Co_ rig, crew, and support truck were on <br /> location. A review of the area revealed that the ground was firm <br /> enough to support the rig, but the location of the well had to be <br /> moved slightly due to interference from an overhead power line_ <br /> The rig was equipped with clean, 5' lengths of 8 1/4" OD hollow- <br /> stem augers. After spotting the rig and raising the mast, <br /> operations commenced at 0850. From the surface to about 12' , the <br /> material consisted of pea gravel, (backfill material, ) which was <br /> penetrated easily. Evidence of water was noted at about 10' bgl; <br /> native material was encountered at 12' . At that point, an 18" <br /> California Modified split-spoon core barrel was assembled; it was <br /> filled with clean brass tubes. Both the core barrel and tubes <br /> had been thoroughly decontaminated prior to use. <br /> The core barrel was lowered into the augers, and driven from 12' <br /> to 13' 6" with a drive hammer; blow counts of 3-6-9. The core <br /> barrel was retrieved, laid on a clean surface, and carefully <br /> opened by the geologist. Recovery consisted of 18" of moist <br /> bluish-gray sticky clay, with occasional streaks of reddish <br /> colored material, (probably iron oxide. ) There was a 1 1/2" bed <br /> of moist brown silty clay in the bottom metal tube. No odors <br /> were noted, & there was no rainbow or sheen when a portion of the <br /> core was placed in water. Two tubes were preserved by covering <br /> the ends with teflon tape & plastic end caps & thoroughly sealing <br /> with duct tape. The tubes were properly labeled & placed on ice <br /> in a sealed chest pending transport to the laboratory. <br /> The augers were advanced to 25' ; drill cuttings consisted of tan <br /> to brown clay, with portions of sticky blue-gray clay. There <br /> were no odors or other evidence of contamination noted. Upon <br /> reaching the programmed depth, 2' , sch. 40, blank & slotted, <br /> screw-thread flush Joint PVC was made up and run inside the auger <br /> flights to bottom. The casing consisted of the following, from <br /> bottom up: <br /> Threaded bottom cap <br /> 20' (2 Jts. ) of slotted pipe - top at 5' bgl. <br /> 5' (1 jt. ) of blank casing - top at the surface. <br /> As the augers were slowly pulled up, the annular space between <br /> the open hole & the casing was filled with #3 SRI Supreme graded <br /> sand. A weighted tape was run in the hole to monitor fill, and <br /> the casing was continually vibrated to assure a uniform pack. <br /> The top of the sand was tagged at 3' bgl; it was capped with 1/2 <br /> bag of bentonite pellets - top at 2' - which was wetted with <br /> water. The annular space from the top of the bentonite to the <br /> surface was filled with a cement slurry which was mechanically <br /> mixed & poured into the hole. A precast traffic cover was firmly <br /> • grounted in place, with the casing extending far enough inside <br /> the box to allow the installation of an expandable locking cap. <br /> 5 <br />
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