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ARCHIVED REPORTS_MONITORING WELL INSTALLATION AND BIOSPARGE EVALUATION REPORT
Environmental Health - Public
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EHD Program Facility Records by Street Name
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L
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LINCOLN
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1444
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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: Sodng No.: Page(sl: <br /> SL-Lincoln St Welllnstallation CT_MW6-87 1 of 5 <br /> rolec ae: <br /> Sara Lee Bake Group,Inc- 624033351024522 612312009 <br /> BORINGlWELL CONSTRUCTION LOG Location: Coordinates: a um <br /> 1444 South Lincoln St.,Stockton, CA 95206 Lal.37.9367988 Long.-121.2934540 NAD 83 <br /> ' Drilling Company: Driller: Logger: <br /> Gregg Dolling 8 Testing,Inc. Jeremy Weff Brendon Wilder <br /> WELL CONSTRUCTION SUMMARY <br /> a W o Depth(ft) CaCC Depth ft Annulus Surface <br /> ti w w L) q 0 to 77 2"PVC Riser Sch.40 0 to 73 Type IHV Cement Completion <br /> O '' iz E 77 to 87 2'PVC 0.01'Sch.40 73 to 75 3l8"Bentonite chips <br /> ' a U w p N a to_ 75 to B7 72112 Sand <br /> r <br /> a WW QQ <br /> p � Q J a 0 U a <br /> to <br /> 03 Q. — Description <br /> Q N y <br /> va Modifier and Main Sol;color.consislencyldensity;moisture;impact(staining or odor) Surface <br /> Vault <br /> —1 <br /> ' — Air knifed to 5'below ground surface in: — <br /> 1- <br /> 2- FILL;concrete debris,6"thick slabs 12"+ pieces, silty-soil, <br /> no odor, no staining —2 <br /> ,_ <br /> 3 <br /> —4- <br /> Drilled borehole using 8"hollow stem auger mounted — <br /> 4- <br /> ' _5- on Marl M10 drill rig <br /> 5 , CL Silty CLAY; medium brown(7.5 YR 414), stiff, — <br /> s 10 8:45 1.5 5-6.5 <5 slightly damp, medium plasticity, no odor or staining <br /> 12 s- <br /> — <br /> - --- ---- <br /> 7_ —7 <br /> —s g- <br /> - 6 ML Clayey SILT;grayish-brown(5 YR 513), stiff, slightly damp, _ <br /> 9- 9 8:50 1.0 8.5-10 <5 low plasticity, no odor or staining <br /> 13 g <br /> 10 --- - -- - 10 <br /> _tt- tt- <br /> ' _tz- \�S�RED GFp,0 _12- <br /> c� ><P �3o/ly GAN <br /> —13- JOHN R. 13- <br /> --- ---- — — ---- --- ---- CARROW * - <br /> _14- 6 13.5- * No.5525 _14- <br /> -75- --- -7 8:55 15 -15 <5 tJ9 <br /> B � <br /> 1s- <br /> s- <br /> FCA, <br /> 1s- <br /> -17- _17- <br /> ' <br /> 79 6 some clay reddish-brown(5 YR 4/6)stiff, moist, no odor or staining <br /> - 6 9:00 1.5 20 <5 -Is- <br /> -2109---- <br /> Is- <br /> -20- — '8- ---- -- --- ---- ---- <br /> 20- <br /> ' MW en1ln0 Lug.0909 FInai <br /> I <br />
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