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ARCHIVED REPORTS XR0009825
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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ELEVENTH
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2900 - Site Mitigation Program
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PR0516185
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ARCHIVED REPORTS XR0009825
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Entry Properties
Last modified
11/19/2024 10:19:00 AM
Creation date
8/12/2019 1:13:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009825
RECORD_ID
PR0516185
PE
2950
FACILITY_ID
FA0012496
FACILITY_NAME
FORMER RESTAURANT
STREET_NUMBER
95
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23313027
CURRENT_STATUS
02
SITE_LOCATION
95 W ELEVENTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Advanced <br />nom- <br />41313 <br />51618 <br />3!518 <br />41717 <br />BORING LOG <br />GeoEnvironmental Inc. <br />r," � � <br />r <br />Cement grout seal from <br />5' to 2' bsg <br />Bentonite seal from 2 to <br />4' bsg <br />#2112 sand from 4' to 20' <br />bsg <br />Screened interval from 5' <br />to 20' bsg <br />Cap at 20' <br />BOREHOLE NO �VIWS <br />CL Dark -Brown, SILTY CLAY, moist, moderate <br />plasticity, low strength, moderate consistency, no <br />hydrocarbon (HC) odor <br />837 Shaw Road, Stockton, CA 95215 <br />ML Reddish -Brown, SANDY SILT with 10% CLAY, <br />moist, moderate plasticity, medium strength, moderate <br />consistency, no HC odor (Toe dark blackish with <br />strong HC odor) <br />(209) 467-1006 FAX (209) 467-1118 <br />TOTAL DEPTH 20 feet <br />Project <br />FORMER TRACY DINER <br />Drilling Co Mitchell Drilling Environmental <br />Site Location <br />95 WEST 11 TH STREET <br />Rig/Auger Type CME 7518 -inch hollow stem augers <br />TRACY, CALIFORNIA <br />Logged By Arthur Deicke <br />- <br />Reviewed By Calvin Lee <br />Protect NO <br />AGE -NC -03-1055 <br />Date(s) Drilled 30 June 2005 <br />Notes <br />sc Water level during drilling page 1 of 1 <br />= Water level in completed well <br />Depth <br />Sample <br />Blows <br />PID <br />Soil <br />USCS Class and <br />Well <br />Well <br />ID <br />(per 6") <br />(ppm) <br />Symbol <br />Sod Description <br />Completion <br />Description <br />a * <br />MW8-5 <br />MW8-10 <br />MW8-15 <br />MW$ -20 <br />41313 <br />51618 <br />3!518 <br />41717 <br />101 <br />155 <br />325 <br />56 <br />Cement grout seal from <br />5' to 2' bsg <br />Bentonite seal from 2 to <br />4' bsg <br />#2112 sand from 4' to 20' <br />bsg <br />Screened interval from 5' <br />to 20' bsg <br />Cap at 20' <br />CL Dark -Brown, SILTY CLAY, moist, moderate <br />plasticity, low strength, moderate consistency, no <br />hydrocarbon (HC) odor <br />ML Reddish -Brown, SANDY SILT with 10% CLAY, <br />moist, moderate plasticity, medium strength, moderate <br />consistency, no HC odor (Toe dark blackish with <br />strong HC odor) <br />ML Gray, CLAYEY SILT, very moist, moderate <br />plasticity, medium strength, moderate consistency, <br />strong HC odor <br />CH Reddish -Brown, SILTY CLAY, saturate high h <br />i <br />plasticity, high strength, !ugh consistency no HC odor <br />%.— ru 1 WV-ginuc, amuiuiu vui15cuun) <br />
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