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Environmental Health - Public
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3500 - Local Oversight Program
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PR0543389
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
11/1/2018 8:34:38 PM
Creation date
11/1/2018 10:32:56 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0543389
PE
3528
FACILITY_ID
FA0004512
FACILITY_NAME
MAJOR STATIONS
STREET_NUMBER
1235
Direction
E
STREET_NAME
ALPINE
STREET_TYPE
AVE
City
STOCKTON
Zip
95204
APN
11533055
CURRENT_STATUS
02
SITE_LOCATION
1235 E ALPINE AVE
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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� 4 <br /> LITHOLOGIC DESCRIPTION <br /> MONITOR WELL LOG <br /> Well I.D.: MW-5 Date(s) of Drilling: 09/09/92 <br /> Location: Major Mart-Southeast corner <br /> Client: American Real Estate Group Drilled Depth: 107 feet <br /> Project No.: 03988-016-001 Hole Diameter: 8 inches <br /> Contractor: West Hazmat <br /> Driller: John Ussery Well Construction Details: <br /> Drilling Method: Hollow Stem Auger (HSA) <br /> Well Depth: 104 feet <br /> Decon Method: Steam-cleaning Well Diameter: 2 inches <br /> Sampling: Continuous Core Barrel Casing Type: Schedule 40 PVC <br /> from 5-25 feet. Screen Type: Schedule 40 PVC <br /> Split-spoon at five foot Screen Interval: 84 to 104 feet <br /> intervals. Screen Slot: 0.02 inch <br /> Well Construction Materials: <br /> Elevation - Feet (MSL): Sand Pack: Lonestar f#IC <br /> Ground surf: Not measured Grout: 3-5% bentonite/cement grout <br /> Casing top: Not measuredCompletion Type: Flush Christy Box <br /> Cap: Expandable Locking <br /> Geologist: D. Marks <br /> MW-5 <br /> Depth <br /> Interval Blow HNu <br /> feet BGS Counts Description Remarks Value <br /> 0 -2 Asphalt and Gravel Fill <br /> 2 - 10 10, 14, 15 ML <I <br /> SILT: light to medium reddish brown, blocky, slightly <br /> firm, moist, no apparent odor, no apparent staining, <br /> medium dry strength, no dilatency, minor clay, com- <br /> mon laminated with carbonaceous material, 90% silt, <br /> 10% clay. <br /> 10 - 15 11, 14, 27 SM <I <br /> SAND: medium grayish brown, slightly compacted to <br /> loosely consolidated, moist, no apparent odor, no appar- <br /> ent staining, laminated, well sorted, predominately very <br /> fine to occasional fine, micromicaceous,predominately <br /> clear to white quartz with minor to common mafic <br /> grains (carbonaceous material?), 85% sand, 15% silt. <br /> 15 - 20.5 19, 33, 50 SP <1 <br /> 2. 22, 50 SAND: medium brown to predominately rust brown, <br /> loosely consolidated, poorly sorted, well graded, lami- <br /> nated according to grain size, moist, subangular to <br /> subrounded, predominately fine to medium, no apparent <br /> odor, no apparent staining. <br /> MC%RFrMAREG3QTR." D - 8 11/1:192 <br />
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