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ARCHIVED REPORTS_WELL ABANDONMENT, SOIL AND GROUNDWATER INVESTIGATION REPORT 2009
Environmental Health - Public
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PR0508042
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ARCHIVED REPORTS_WELL ABANDONMENT, SOIL AND GROUNDWATER INVESTIGATION REPORT 2009
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Last modified
9/14/2020 1:38:30 AM
Creation date
6/23/2020 3:31:07 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
WELL ABANDONMENT, SOIL AND GROUNDWATER INVESTIGATION REPORT 2009
RECORD_ID
PR0508042
PE
2960
FACILITY_ID
FA0005316
FACILITY_NAME
U S CAN COMPANY
STREET_NUMBER
35275
Direction
S
STREET_NAME
WELTY
STREET_TYPE
RD
City
VERNALIS
Zip
95385
APN
25518009
CURRENT_STATUS
01
SITE_LOCATION
35275 S WELTY RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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' For Historical Pipeline Porfolio-Bakersfield to Richmond OTHER SYMBOLS <br /> Projects,SAIC describes soils in general accordance <br /> ' with the Unified Soil Classification System(USCS)based - <br /> on visual-manual procedures presented in ASTM D2488. Asphalt <br /> Where laboratory data are available,soil classifications F�7 Top soil <br /> are in accordance with ASTM D2487. Elements of the <br /> ' USCS and other definitions are provided on this and the Native slough <br /> following page. SZ Water level at time of drilling <br /> MOISTURE CONTENT = Static water level(date) <br /> ' Dry Absence of moisture,dusty,dry to the <br /> touch <br /> Moist Damp but no visible water <br /> Wet Visible free water,saturated,usually <br /> ' soil is below water table ABBREVIATIONS <br /> ATD At Time of Drilling <br /> RELATIVE DENSITY/CONSISTENCY HSA Hollow Stem Auger <br /> SAND AND GRAVEL SILT AND CLAY ID Inside Diameter <br /> BLOWS/ RELATIVE BLOWS/ RELATIVE NA Not Available or Not Applicable <br /> ' FOOT' DENSITY FOOT' CONSISTENCY OD Outside Diameter <br /> 0-4 Very loose 0-2 Very soft OVA Organic Vapor Analyzer <br /> 4-10 Loose 2-4 Soft <br /> 10-30 Medium dense 4-8 Firm PID Photo-Ionization Detector <br /> 30-50 Dense 8-15 Stiff PPM Parts Per Million <br /> ' Over 50 Very Dense 15-30 Very Stiff PVC Polyvinyl Chloride <br /> Over 30 Hard SPT Standard Penetration Test <br /> ' SAMPLE SYMBOLS <br /> HA Hand auger <br /> ' F7 AK Air knife <br /> ® SS Split spoon Notes: <br /> DP Direct push <br /> Number of blows of a 140 Ib.hammer falling 30 inches to <br /> SA Soil Analytical drive a 2 inch OD split-barrel sampler the last 12 inches of <br /> ® GG Grab groundwater Analytical an 18-inch drive(ASTM 1586 Standard Penetration Test). <br /> Solid lines between soil descriptions indicate known con- <br /> tact. Dashed lines between soil descriptions indicate <br /> COMPLETION SYMBOLS inferred contact. <br /> •p:'.'4 Concrete <br /> ® Bentonite grout <br /> Cement/bentonite grout <br /> ® Neat cement grout <br /> ® Bentonite chips <br /> Silica sand LEGEND <br /> ® Well casing <br /> Well screen KEY TO LOGS AND SOIL <br /> Flush monument <br /> CLASSIFICATION <br /> Stick-up monument DATE: 5/24/200 ANALYST:Olesone FIGURE: <br /> mThreaded end cap <br /> ==- _W D-1 <br /> From Science to Solutions SHEET 1 OF 2 <br />
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