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ARCHIVED REPORTS_XR0003097
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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JACKSON
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1702
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3500 - Local Oversight Program
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PR0545315
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ARCHIVED REPORTS_XR0003097
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Last modified
2/11/2020 11:44:48 AM
Creation date
2/11/2020 9:52:37 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003097
RECORD_ID
PR0545315
PE
3528
FACILITY_ID
FA0003572
FACILITY_NAME
DAVES UNION SERVICE
STREET_NUMBER
1702
STREET_NAME
JACKSON
STREET_TYPE
ST
City
ESCALON
Zip
95320
APN
227-14-011
CURRENT_STATUS
02
SITE_LOCATION
1702 JACKSON ST
P_LOCATION
06
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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' RESNA Industnes Inc RA <br /> Quabty AssuranceJQuality Control Plan <br /> Revised November 1992 <br /> ' If the aquifer is slow to recharge, development will continue until recharge is too slow to <br /> practically continue The volume of water produced versus time will be recorded <br /> All withdrawn groundwater will be stored on-site in 55-gallon waste drums unless permission <br /> ' is granted by the appropriate regulatory agency to discharge the water to theg round surface or <br /> ' sanitary sewer. Drummed water will be labeled with the source of the water to help ensure <br /> appropriate disposal based on contamination levels. <br /> 11.0 SOIL SAMPLING PROTOCOL <br /> 11.1 Sample Collection During Drilling Activities <br /> A proposal will be submitted to the lead regulatory authority with proposed <br /> bonng/sampling locations The exact location and number of borings at each site will <br /> be determined in the field by the Project Geologist/Engineer. <br /> Prior to arriving at the sample site, the drill ng/augers will be steam cleaned and all <br /> ' sample equipment will be cleaned. Cleaning will be conducted on-site on all sampling <br /> equipment between each sample interval <br /> Soil samples will be obtained using a California modified split-spoon sampler containing <br /> three 6-inch long, 2-inch diameter brass tubes The sampler will be driven 18-inches <br /> ahead of the hollow stem auger by a 140-pound hammer with a 30-inch drop M <br /> accordance with American Society for Testing and Materials (ASTM) Methods D 1586- <br /> 84 for split barrel sampling of soil and D 1587-83 for thin-walled tube sampling of soils. <br /> ' The blows required to drive the sampler each 6-inch interval will be recorded on the <br /> boring log The sampler will be removed from the boring and opened to reveal the brass <br /> QAQC10n FNi. <br /> 9 <br />
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