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Environmental Health - Public
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0522625
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COMPLIANCE INFO
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Last modified
2/28/2020 1:34:05 PM
Creation date
2/28/2020 9:08:48 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0522625
PE
2950
FACILITY_ID
FA0015416
FACILITY_NAME
AL LEES AUTOMOTIVE SERVICE
STREET_NUMBER
20
Direction
E
STREET_NAME
LINDSAY
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13908002
CURRENT_STATUS
01
SITE_LOCATION
20 E LINDSAY ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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CONDOR EARTH G E O L O G A L L O G <br /> TECHNOLOGIES, 114C. <br /> PROJECT NO.: 4392 DATE: 6-10-04 TD: 15' <br /> GP-3 SURF. COND.: Concrete ELEV: ELEV. REF.: <br /> corvnoR' LOGGED BY: C. Kipf WELL CONSTRUCTION SPECS <br /> PROJECT: Al Lee's Automotive Service DRILL EQUIP.: Geoprobe 5410 TOTAL CASING DEPTH: <br /> FLUSH: STICKUP: <br /> CLIENT: City of Stockton HAMMER WT./FALL: N/A CASING DIA.: TYPE: <br /> LOCATION: 20 E.Lindsay St., Stockton N/A SLOT SZ.: SAND SZ.: <br /> HAMMER TYPE: SCREEN INT.: <br /> DRILLER: Vironex-Jeff Baker GW DEPTH. N/A SAND INT.: <br /> BENT. INT.: <br /> C-57 NO.: 705927 HOLE DIA.: 2" 1GROUT INT.: <br /> } <br /> F- 0� z j cn WELL <br /> w 2 0 m 0 0? O j SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> ❑ DIAGRAM <br /> 0 FILL 0-3" CONCRETE <br /> 44.4 CL-CH 3"-8"AGGREGATE BASE <br /> 8"-5'LEAN TO FAT CLAY,dark brown with <br /> black specks/seams,medium to high plasticity, <br /> trace fine sand,possible weak motor oil odor, <br /> native material <br /> 3 <br /> PID= 3.Oat 3.5' <br /> 48 <br /> ML 5.0'-8.0' SANDY SILT WITH CLAY,orange <br /> brown with black specks,moist,stiff, <br /> 6 approximately 35%fine sand,trace fine gravel <br /> up to 1/2" <br /> PID=2.8,no odor at 7.5' <br /> 8.0'-9.5'Tube stuck in rods <br /> 9 <br /> 30 9.5'-10.0' SANDY SILT,orange brown with <br /> CL black specks,moist,stiff,approximately 35% <br /> fine sand trace fine gravel up to 1/2" <br /> 10.0'-12.5' SILTY CLAY,medium brown, <br /> moist,very stiff to hard,medium plasticity, <br /> 12 36decreasing silt component with depth,black <br /> ML MnOx on partings <br /> 0 X <br /> ///, <br /> PID=3.3,no odor at 11.5' <br /> 12.5'-14.0' SANDY SILT,orange/brown, <br /> SM moist,medium stiff,variable clay component <br /> ML 14.0'-14.3' SILTY SAND WITH GRAVEL, <br /> 15— CL gray/brown,moist,loose,low plastic fines, <br /> rades into <br /> 14.3'-14.4'SILT <br /> 14.4'-15.0'LEAN CLAY WITH SAND,brown <br /> medium stiff,moist,medium plastic fines <br /> PID= 14.5 no odor at 14.5' <br /> 18 <br /> NOTES: PID Background=0.1 ppm. Located 11'E.Wall,47' Sidewalk <br /> PG. 1 OF 1 <br />
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