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ARCHIVED REPORTS_MONITORING WELL INSTALLATION AND BIOSPARGE EVALUATION REPORT
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0527031
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ARCHIVED REPORTS_MONITORING WELL INSTALLATION AND BIOSPARGE EVALUATION REPORT
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Last modified
3/4/2020 1:37:52 PM
Creation date
3/4/2020 12:03:19 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
MONITORING WELL INSTALLATION AND BIOSPARGE EVALUATION REPORT
RECORD_ID
PR0527031
PE
2957
FACILITY_ID
FA0018318
FACILITY_NAME
FORMER COLUMBO / TOSCANA BAKERY
STREET_NUMBER
1444
Direction
S
STREET_NAME
LINCOLN
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16503005
CURRENT_STATUS
01
SITE_LOCATION
1444 S LINCOLN ST
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Project: tLat. Lonq. <br /> .: Page(sl: <br /> SL-L ncoln St Welllnsta8alionT-8-130 1 of 3 <br /> en: a e: <br /> Sara Lee Bake Gmu Inc. /024522 fi 242009 <br /> PBORINGWELLTRUCTION LOG Location: a um1444 South Lincoln St., Stockton, CA 9520ng. NAD 83 <br /> rilling Company: Driller:Gregg Drilling& TestingIncJeremy Weff r <br /> WELL CONSTRUCTION SUMMARY <br /> w o Depth fftl Casino Ue th ft nnulus Surface <br /> ,r i w w m to_ 0 to 130 Type II-IV Cement Completion <br /> N 0 P > w LL E _ to_ to <br /> L 0 a o of " ' to to <br /> v 0 Q W f or U a. 1e to <br /> m B a Description <br /> m <br /> rn m 0 Modifier and Main Soil;color,mnsistencyldensity,moisture;Impact(siaming orodor) <br /> Hand sugared to 5'below ground surface <br /> Drilled borehole using 8" hollow stem auger <br /> _2- No geologic information collected for the first 80 feet <br /> See boring log for adjacent well CT-MW-8-87 —2 <br /> 3- <br /> 1 _-3 <br /> _4• ¢ <br /> 5- <br /> 8p- <br /> SM Silty SAND; dark greenish-grey(GLEY 1 4110 GY), dense, moist to we -eo- <br /> Bt_ 23 mild petroleum odor, no staining <br /> 17 9:20 1' B0- <5 _81- <br /> 1 <br /> 81- <br /> 1981.5 <br /> ---- <br /> _83- —83- <br /> _84 _84- <br /> _85- _85- <br /> 10 SP SAND; some fines, dark gray(GLEY 1 4/10 GY),dense, <br /> _as- 13 <3" <5 moist to wet, slight odor, sand is medium to coarse grained <br /> 18 and angular _B5- <br /> ' Br- CL Silty CLAY;trace fine sand, dark greenish-grey(GLEY 14/10 GY), 87_ <br /> very stiff, damp, no odor, no staining, medium to high plasticity <br /> RED GF- - <br /> 89zo. Be <br /> 90- --- --- ---- ---- ----- ----- ---- ----- JOHN R. —t <br /> CARROW —90 <br /> st- 7 9:45 1.51 91 5 `5 * 5525 <br /> g cP _9d- <br /> f� <br /> 92 �9�4c t ` c OQa s2- <br /> CA��F <br /> 93- s3- <br /> 94 _94- <br /> 'aW Boring Logs OB 09 Finn] <br /> I <br />
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