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ARCHIVED REPORTS_XR0012711
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545252
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ARCHIVED REPORTS_XR0012711
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Last modified
1/31/2020 12:21:26 PM
Creation date
1/31/2020 11:25:30 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012711
RECORD_ID
PR0545252
PE
3528
FACILITY_ID
FA0002232
FACILITY_NAME
QUIK STOP MARKET #3132*
STREET_NUMBER
3555
Direction
W
STREET_NAME
HAMMER
STREET_TYPE
LN
City
STOCKTON
Zip
95209
APN
071-180-20
CURRENT_STATUS
02
SITE_LOCATION
3555 W HAMMER LN
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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3� � �� 'lei; � q M `� � `,,y, x pa��: � _ 5 r' � �' � � �—� .tr ra- ��`•�� 'a, <br /> NPA <br /> Quik Stop Market No. I32 <br /> Job No. 349132-32 October 30, I990 <br /> Page 3 <br /> approximately 15 to 20 feet as determined by the on-site Exceltech geologist. The <br /> auger and other tools used in the hole will be steam-cleaned before use to minimize the <br /> possibility of cross-contamination. <br /> Relatively undisturbed soil samples will be collected at 5-foot-depth intervals using a <br /> modified California split-spoon sampler equipped with three internal brass tubes,each 5 <br /> -- inches long and 2 inches in diameter. The sampler will be advanced 18 inches into <br /> _i undisturbed soil Ivith a 140-pound hammer. All soil cuttiltgs from the drilling will be <br /> placed on and covered with plastic sheeting and left at the site. Once analytical results <br /> are known, the soil can be disposed of properly by Quik Stop, <br /> { After recovery from the borehole the sampler will be disassembled and one sample <br /> liner will be preserved for chemical analysis in the fallowing manner. Both ends of the <br /> liner will be covered with aluminum foil and a plastic cap. It will then be labeled with <br /> _ a uinque sample number and pertinent sample information, placed in a plastic ziploc <br /> i bag, entered on a chain-of-custody form, and packed in a chilled ice chest for transport <br /> -' to a laboratory certified by the State of California. See Appendix A for the Exceltech <br /> ! soil sampling protocol and laboratory procedures, <br /> " The geologist will prepare a log of the subsurface conditions encountered during <br /> drilling and will classify the soils according to the Unified Soil Classification System <br /> and Munsell Soil Color Charts. All drilling logs will be reviewed by a certified <br /> engineering geologist. <br /> 71 <br /> g g g <br /> !. Groundwater Monitoring Well Construction <br /> After the soil sampling is completed, Exceltech will install aoundwat <br /> well to each exploratory borehole. Exceltech will construct bre monitoring wells to <br /> �. accordance with all permit requirements of San Joaquin County. <br /> h 3 The wells will be constructed of'2-inch-diameter, Schedule 40,flush-threaded 1 <br /> yvinyr <br /> chloride (AVC) blank and slotted casing; no glues or solvents will be used. Afterl <br /> drilling the boring to the desired depth, the PVC casing <br /> t hollow-stem auger. The screened interval of the asing will "tend sl be ufficith <br /> end roughthe <br /> ry y e <br /> the water table so that the presence of free floating product can be investigated. As the <br /> auger is withdrawn, sand will be slowly poured down the borehole annulus to <br /> j ow approximetely 2 feet above the slotted screen section. Bentonite pellets will be placed <br /> ! or spa top of the sand and hydrated to form an annular seal. The remaining portion ortion of the <br /> r annulaace will be..sealed-with.a neat,cement-and bfmtonite-grout:- The'top of ttie <br /> 11 Will be set in .a waterproof traffic-rated vault box slightly above grade with a <br /> locking cover to provide security and protect the PVC wellhead. A concrete surface <br /> seal will be installed to complete the well construction. <br /> t <br />
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