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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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Protect: Boring No.: Page(s): <br /> SL-Lmcoin St Well Installation CT-0.130 3 of 3 <br /> IRBORING/MWELL <br /> Ian' roes ae: <br /> Sara lee Bake Group,Inc. 62403335/024522 6/242009 <br /> RUCTION LOG Location: Coordinates: a m <br /> 1444 South Lincoln St.,Stockton, CA 95206 Cat. Long. NAD 83 <br /> Drilling Company: Driller: Logger <br /> Gregg Drilling 8 Testing,Inc. Jeremy Weff Brendon Wilder <br /> ' o = De th f Casing WELL CONSTRUCTION SUMMARY <br /> y w 2 p ( 1 n4 Derith(ft) Annulus Surface <br /> 10_, 0 to 130 Type II-IV Cement Completion <br /> 19 0 O J C LL O. t0_ to <br /> t N �' to— to <br /> 0 O Q so m U 4 to t0 <br /> m ° sso Description <br /> u7 <br /> ' MoGfer and Main Soil;mMr,mnsislenryloenslty;mo¢lure;impact(staining or odor) <br /> Silty CLAY,trace fine sand,dark greenish-grey(GLEY 14/10 GY), <br /> 115- hard,damp, no odor,no staining, medium to high plasticity, 115- <br /> ' _ <5 blocky texture <br /> 116.5 116 <br /> m- <br /> 118- <br /> 11& <br /> 120. <br /> 120- <br /> r <5 very stiff to hard <br /> 6 _ 121- <br /> _ 122- <br /> 122 <br /> 123- <br /> , 123 <br /> 124 <br /> 124- <br /> 125 _9 125 <br /> 126- 10 12:15 1.5' 12fi <5 <br /> 13 126- <br /> -- --- --- ---- ------ --- ----- <br /> I127- 127- <br /> 129- Based on input from Driller and consistent Lithology in samples, <br /> no sand layer was encountered between 85-130 feet bgs. 126- <br /> , 129- a damp moisture content was consistent. 129 <br /> very stiff to hard consistency from 83 to 130 feet bgs <br /> 130 ---- _H —- <br /> _---------------- <br /> ____ ----- A well was not installed in this location. 130 <br /> 9 12:30 1.5' 130- <5 <br /> 131 12 --- 131.5 <br /> 132 <br /> ' Borehole terminated Q 130'below ground surface <br /> Borehole backfilled from 130'bgs to ground surface with cement <br /> Notes: <br /> ' Stainless-Steel and/or Brass sample tubes=6"In length Reviewed By John R.Carrow, PG <br /> Sand#2/12 Cemex La Is Lustre 50#bags: 0 Type IHV cement 9411 bags: 41 <br /> Bentonite chis 3/8"501bs bag: 0 <br /> arvv mma Looe Oa 09 Final <br />
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