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120 (STATE ROUTE 120)
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21801
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2900 - Site Mitigation Program
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PR0516259
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Last modified
11/19/2024 4:01:48 PM
Creation date
4/1/2020 3:39:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0516259
PE
2960
FACILITY_ID
FA0012534
FACILITY_NAME
BARREL TEN QUARTER CIRCLE LAND CO
STREET_NUMBER
21801
Direction
E
STREET_NAME
STATE ROUTE 120
City
ESCALON
Zip
95320
APN
20525002
CURRENT_STATUS
01
SITE_LOCATION
21801 E HWY 120
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Kennedy/Jenks Consultants <br /> Sampler Type/Depth. Give sampler type by the letter code listed below and identify the depth at the <br /> top of the sampling interval in feet below ground surface (bgs). <br /> Sampler type Inside diameter (in.) Code <br /> Standard penetrometer 1.38 SP <br /> Split-barrel (small) 2.0 SBS <br /> Split-barrel (large) 2.5 SBL <br /> HQ wireline core 2.3 PC <br /> Those descriptors are as follows for coarse grained soils: <br /> Very Loose 0 to 3 SPT Sampler 0 to 4 Mod CA Sampler <br /> Loose 4 to 7 SPT Sampler 5 to 10 Mod CA Sampler <br /> Medium Dense 8 to 23 SPT Sampler 11 to 30 Mod CA Sampler <br /> Dense 24 to 38 SPT Sampler 31 to 50 Mod CA Sampler <br /> Very Dense > 38 SPT Sampler >50 Mod CA Sampler <br /> Relative Density Descriptors for fine grained soils are as follows: <br /> Very Soft <1 SPT Sampler 0 to 1 Mod CA Sampler <br /> Soft 1 to 3 SPT Sampler 2 to 4 Mod CA Sampler <br /> Firm 4 to 6 SPT Sampler 4 to 8 Mod CA Sampler <br /> Stiff 7 to 12 SPT Sampler 8 to 15 Mod CA Sampler <br /> Very Stiff 13 to 23 SPT Sampler 15 to 30 Mod CA Sampler <br /> Hard > 23 SPT Sampler >30 Mod CA Sampler <br /> Regardless of the degree of adherence to the ASTM Standard Method, split barrel samplers are <br /> used as the preferred method of undisturbed sample acquisition in a hollow stem auger drilling. <br /> Upon retrieval of the sampler from the borehole, the sampler should be opened without making <br /> contact with its interior contents and the logging personnel should record the percent recovery or <br /> length of the sample recovered. Sample containers should be removed with a clean gloved (gloves <br /> may not be needed, depending upon requirements of HASP) hand and placed in a clean, dry area <br /> for examination and logging. The sample will be described per the above. Any lithologic changes <br /> that may be observable in the exposed ends of the intact core over the sampled interval should be <br /> recorded on the log before any disturbance thereof. The depth of the lithologic changes should be <br /> estimated and recorded on the boring log. The least disturbed sample container of the two deeper <br /> six-inch sample increments should be secured with Teflon® or aluminum end sheets and snug <br /> fitting plastic end caps, sealed with silicon tape, depending upon testing, sampler may be filled with <br /> one inch rings instead of 6 inch. Sealing material should also be compatible with subsequent testing <br /> requirements. <br /> Monitoring Well Installation Work Plan, B-g <br /> Barrel Ten Quarter Circle Land Company, Escalon, California <br /> \\SFO\Groups\I S-Grow p\Admi n\J ob\03\030118.27_BTO C LC\09-Reports\MVV-Install-W Pln\P.ppendix\APP_B.doc <br />
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