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FIELD DOCUMENTS
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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BANTA
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26700
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2900 - Site Mitigation Program
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PR0506297
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Last modified
2/5/2019 5:14:26 PM
Creation date
2/5/2019 4:57:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0506297
PE
2960
FACILITY_ID
FA0018711
FACILITY_NAME
OLIN CHLOR ALKALI PRODUCTS
STREET_NUMBER
26700
Direction
S
STREET_NAME
BANTA
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25215008
CURRENT_STATUS
01
SITE_LOCATION
26700 S BANTA RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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cri L* & AS—BUILT DIAL M <br /> I <br /> N GEOLOGIST: Roy Kiser COMPLETION DATE: 10-5-89 <br /> ^i m4gp F <br /> DRILLER: Spectrum Exploration TOP OF CASING ELEV.: <br /> DRILLING METHOD: Hollowstem Auger GROUND SURFACE ELEV.: <br /> C <br /> �. <br /> GEOLOGIC w J AS BUILT ;-I AL <br /> 10 <br /> LOG o LOG w <br /> w DEPTH <br /> a 3 IN <br /> QoFEET <br /> f Q G-5 Christy Box <br /> � m 3 <br /> GROUND SURFACE 0 Lockable Packer - <br /> ASPHALT <br /> GRAVEL SUBGRADE Cap <br /> CLAYEY SILT(ML)—Dark gray (5 Y 3/1) low <br /> moisture, low to moderate plasticity, stiff, <br /> slightly sandy Cement/Bentonite <br /> Grout <br /> SILTY CLAY(CL—ML)—Dark brownish gray <br /> (2.5 Y 4/2) moderate moisture, low to 4—in. I.D. <br /> moderate plasticity, moderately stiff Schedule 40 <br /> PVC Casing <br /> 8.6 ft. <br /> 10 1/4—in. Diameter <br /> CLAY(CL—CH)—Grayish brown (2.5 Y 4/4) Bentonite Pellets <br /> moderate to high moisture, moderate <br /> 11.6 ft. <br /> to high plasticity, soft <br /> 13.0 ft. <br /> #3 Monterey — <br /> �I Sand <br /> 1 4—in. I.D. PVC <br /> 0.020—in. —j <br /> 20 <br /> Siotted Screen <br /> SILTY SAND(SP)—Olive gray (5 Y 4/2) <br /> fine to medium grained, saturated, : — <br /> 4—`n. ,.D. x o—gin. • ;—,• :i <br /> sli nt cohesion <br /> g i i Long 7 nreaded <br /> I _ P`/C eco 23.0 ft. <br /> Total Depth = 23.5 ft. �J <br /> I <br /> r <br /> _ <br /> -TTS ��c''�'T ,,.JS r� C. ., c�,er, •.98° <br /> :c ,ci =cr�ic cc e cr <br />
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