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ARCHIVED REPORTS_XR0006269
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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YOSEMITE
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1160
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2900 - Site Mitigation Program
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PR0517411
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ARCHIVED REPORTS_XR0006269
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Entry Properties
Last modified
7/27/2020 12:49:44 PM
Creation date
7/27/2020 11:02:06 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006269
RECORD_ID
PR0517411
PE
2950
FACILITY_ID
FA0013411
FACILITY_NAME
PAYLESS SHOE STORE
STREET_NUMBER
1160
Direction
W
STREET_NAME
YOSEMITE
City
MANTECA
Zip
95337
APN
21902033
CURRENT_STATUS
01
SITE_LOCATION
1160 W YOSEMITE
P_LOCATION
04
QC Status
Approved
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EHD - Public
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CarribnoErwirornnenicilTechnology,lnc- BORINGMELL LOG <br /> 270 Perkins Street <br /> Sonoma,California 95476 <br /> Telephone {707)935-4850 <br /> Fax (707)935-6649 <br /> CLIENT NAME Shell Oil P US BORINGIWELL NAME MW-2 <br /> •JOBISITE NAME Shell- tided Se Station DRILLING STARTED - <br /> LOCATION 1160 West Yosemite venue Manteca CA DRILLiKG COMPLETED 0Agp 3 <br /> WELL DEVELOPMENT DATE(YIELD 08..hM-04 17 lone <br /> PROJECT NUMBER 1660 35'ft a <br /> DRILLER Drtlli GROUND SURFACE ELEVATION <br /> DRILLING METHOD H m TOP OF CASING ELEVATI 091t a <br /> UIMI:TER 4I" SCREENED INTERVAL 15 to <br /> BORING DDEPTH TO WATER(Flrst <br /> LOGGED RA Anne Wettstone Ene7oun 20 0 ft = <br /> t3Y J Nee RG B92T <br /> DEPTH TO WATER(Stant) 21111( -J <br /> REVIEWEDur�04 <br /> REMARKS <br /> H� <br /> r' UWELL DIAGRAM <br /> a ky v g LITHOLOGIC DESCRIPTION <br /> CM � o D <br /> a <br /> ASP D.3 <br /> GM o I Sa 5 R R 1 .moist, 20 <br /> 5 day.20%sill,30%kine to Coerce sand.46%line <br /> ND SM .dadc(7.5 <br /> 35%silt.80%line sand <br /> Portland Type <br /> 00 MW-2- <br /> 5 6'-yellowish brown(10YR 516} VII <br /> 5 <br /> SM <br /> MW-2- 10 10'-dark yellowish brown(10YR 414r 5%day,15% <br /> 0 0 10 5 sih.90961ine to medium sand Bentonite Seal <br /> ma Monterey <br /> Sand#2f12 <br /> 1 15--dark yellowish brown(10YR 316r 5%deY,20% ISO <br /> O p MW-2- sit 75%�70% <br /> medium sand <br /> 165' Id ,I ght ve brown(2 5Y 513r mast, <br /> ML 0� dailt:high plastipty ISO <br /> 20— SP � 5 <br /> ND P ftISANDS <br /> yellowish brown(1 DYR 514).wet.5%$a. <br /> 00 MW-2- K%--medium <br /> 5' CI k sh rown R514r <br /> ' wet 20%Clay,30%sift,50%fine to coarse sand <br /> 2"-diem, <br /> 0 0 j <br /> SM 25'-dark greenish gray(10GY 311).one to medium 0020"Stilted <br /> sand Se�dule 40 <br /> PVC <br /> c� <br /> 32.5 <br /> 30-- 30r-Silty SAI�ID[SMl.dark brvrrrs(10YR 30 S <br /> 0 0 4 Nie bgb d 25%silt 7 sand <br /> + <br /> 30.S ML St T M dark yellowish brown(1 YR 4.wet:5 <br /> d 90%sift %fine to cosrsa send <br /> SW D S ,dark grayish brown(10YR 412),wet;5% 34 0 <br /> j 0 0 SM si 95%line to coarse sand 0 <br /> i SA grayish (10YR 412).wet. Bottom of <br /> 5 35 srl '6 fine sand Boring a 35 ft <br /> J <br /> ,�j t <br />
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