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ARCHIVED REPORTS_XR0004863
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545438
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ARCHIVED REPORTS_XR0004863
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Last modified
3/9/2020 4:32:13 PM
Creation date
3/9/2020 1:38:40 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004863
RECORD_ID
PR0545438
PE
3528
FACILITY_ID
FA0000848
FACILITY_NAME
QUIK STOP MARKET #2121
STREET_NUMBER
1196
Direction
W
STREET_NAME
LOUISE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
217-410-43
CURRENT_STATUS
02
SITE_LOCATION
1196 W LOUISE AVE
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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. Additional Investigation to Define the Extent of Groundwater Contamination <br /> Quik Stop Market No 121 <br /> Page 2 <br /> Service Alert (U S A ), and retaining a private line location firm <br /> Shallow Monitoring Well Installation <br /> The 2-inch diameter groundwater monitoring well, MW-11, was drilled with a truck-mounted, B-53 <br /> drill rig, using 8-inch outside diameter hollow stem augers, which were cleaned prior to use The <br /> boring for this well was advanced to dense, wet sand, which was encountered at approximately 30 <br /> feet <br /> A CCI geologist logged the borehole by collecting samples at 5-foot intervals to the bottom of each <br /> boring Upon retrieval,the sampler was disassembled into its component parts One or more of the <br /> brass liners was selected for chemical analysis The ends of the selected liners were sealed with <br /> Teflon sheets, capped with plastic caps, labeled, logged on a chain-of-custody form and stored in a <br /> chilled chest containing ice for preservation in the field and during transport to the analytical <br /> Iaboratory Each boring was logged using the Unified Soil Classification System, and drill cuttings <br /> were placed in approved Department of Transportation (D O T) drums and left at the site pending <br /> laboratory analysis of the soil <br /> Deep Well Installation <br /> Due to encountering massive flowing sands during previous deep drilling at the site, a mud-rotary <br /> drilling rig was used to install monitoring wells MW-9 and MW-10 to depths of 75 and 76 feet, <br /> respectively A Mobile Drill B-8 drilling rig was set-up for the well installations A 6 5 inch <br /> diameter drill bit was used to drill the borings Drilling fluid, consisting of barite gel and water was <br /> circulated through the drilling rods as the wells were drilled As the borehole advanced,drilling fluid <br /> was circulated through the drill string and bit to shore-up the side of the hole and to help clean out <br /> the hole prior to installing the well casing Once again, a CCI geologist logged the borehole by <br /> collecting samples at 10-foot intervals beginning at 30 feet and at selected intervals to the bottom <br /> of each boring The soil samples were collected by pulling the drill string out of the hole, attaching <br /> a sample tube and slide hammer, then running the sampling tube back to the bottom of the borehole <br /> Upon retrieval, the sampler was disassembled into its component parts One or more of the brass <br /> liners was selected for chemical analysis The ends of the selected liners were sealed with Teflon <br /> sheets, capped with plastic caps, labeled, logged on a chain-of-custody form and stored in a chilled <br /> chest containing ice for preservation in the field and during transport to the analytical laboratory <br /> It should be noted, once the final depth of the boring was reached, the drilling fluid was thinned out <br /> with water in order to allow easier installation of the monitoring well casing and to allow the sand <br /> pack to more easily drop down to the screen interval At the conclusion of drilling activity at each <br /> . well, all the drilling fluid was placed in 55-gallon drums, properly labeled and left at the site <br />
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