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FIELD DOCUMENTS_CASE 1
Environmental Health - Public
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EHD Program Facility Records by Street Name
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WELTY
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2900 - Site Mitigation Program
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PR0508042
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FIELD DOCUMENTS_CASE 1
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Last modified
5/19/2021 4:31:55 PM
Creation date
5/19/2021 3:53:56 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
FileName_PostFix
CASE 1
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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SJGOV\dsedra
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EHD - Public
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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 Asphalt <br /> on visual-manual procedures presented in ASTM D2488. <br /> Where laboratory data are available,soil classifications .•'+ 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 1 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 /> ID Inside Diameter <br /> SAND AND GRAVEL SILT AND CLAY <br /> BLOWS/ RELATIVE BLOWS/ RELATIVE NA Not Available or Not Applicable <br /> FOOT* DENSITY FOOT* CONSISTENCY OD Outside Diameter <br /> 04 Very loose 0-2 Very soft OVA Organic Vapor Analyzer <br /> 4-10 Loose 24 Soft PID Photo-Ionization Detector <br /> 10-30 Medium dense 4-8 Firm <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 /> mHA Hand auger <br /> 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 /> inferred contact. <br /> COMPLETION SYMBOLS <br /> 17-11 p'�'4 Concrete <br /> Ul® Bentonite grout <br /> emCement/bentonite grout <br /> ® Neat cement grout <br /> ® Bentonite chips <br /> Silica sand LEGEND <br /> ® Well casing <br /> KEY TO LOGS AND SOIL <br /> Well screen <br /> CLASSIFICATION <br /> Flush monument <br /> (nI DATE: 5/24/2006 1 ANALYST:Olesone FIGURE: <br /> ll I ITI Stick-up monument <br /> m Threaded end cap = D-1 <br /> . { ,Sc/enceApp/learions <br /> P'_S1_bSa.+.,-: IntemaGonal Corporation <br /> SHEET i OF 2 <br />
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