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EHD Program Facility Records by Street Name
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120 (STATE ROUTE 120)
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17000
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2900 - Site Mitigation Program
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PR0523467
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Entry Properties
Last modified
2/11/2026 4:26:55 PM
Creation date
4/2/2020 4:35:11 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0523467
PE
2965 - RWQCB LEAD AGENCY WASTE DISCHARGE SITE
FACILITY_ID
FA0007060
FACILITY_NAME
WINE GROUP, THE
STREET_NUMBER
17000
Direction
E
STREET_NAME
STATE ROUTE 120
City
RIPON
Zip
95366
APN
24506030
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
17000 E STATE ROUTE 120 RIPON 95366
Tags
EHD - Public
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K Kennedy Jenks <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 /> 6-inch sample increments should be secured with Teflon®or aluminum end sheets and snug fitting <br /> plastic end caps, sealed with silicon tape, depending upon testing, sampler may be filled with 1-inch <br /> rings instead of 6-inch. Sealing material should also be compatible with subsequent testing <br /> requirements. <br /> Monitoring Well Installation Work Plan, 8-9 <br /> The Wine Group, Franzia Winery, Ripon, CA <br /> P.\1 S-Proj\2003-post archive\030120.XY_GW Mon Well Support\09-Reports\piecesWPP_C SOG Borehole Log.doc <br />
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