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ARCHIVED REPORTS_XR0012670
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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Y
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YOSEMITE
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1012
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3500 - Local Oversight Program
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PR0545948
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ARCHIVED REPORTS_XR0012670
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Last modified
10/12/2020 10:23:44 PM
Creation date
8/4/2020 3:06:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012670
RECORD_ID
PR0545948
PE
3528
FACILITY_ID
FA0005159
FACILITY_NAME
FILL-EM FAST
STREET_NUMBER
1012
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
21903024
CURRENT_STATUS
02
SITE_LOCATION
1012 W YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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p' <br /> MM <br /> v.l <br /> IMC LOCATION #100878 - Jog 140.: 171-90 <br /> PROJECT: t —f Assoclulcd soils Analysis DATE: 1 L21191 <br /> 1012 WE5T YOSEt11TE tam 11x1 nalar4Cou17vlua3 066.11a4377� G <br /> ._ A ;Zo9leea•to�i � Fex;�'+1 e�'11e� BY: ,CRC3G SUM, VAN <br /> MAN — <br /> BORING LOG NUMBER MW i`2 TOP OF CASING <br /> uLOW SAMPLE :3 SOILdESWIPTION <br /> DEMHO <br /> a courrrs r�o. � <br /> 0• - SM 0"-5' SILTY SAND: dark yellowish brown; 80% very <br /> fine to tine sand; 20% silt; moist; slightly <br /> micaceous; looses slightly cohesive; poorly <br /> graded. <br /> SW 5'-15%s' SAND: moderate yellow brown; 30% fine sand; <br /> 5' 6 MW 2 70% medium sand; subangular grains; moist; <br /> g #1 0 very slightly micaceous; very slightly cohesive <br /> well graded; medium density. <br /> 10' 5 MW 2 0 <br /> s #2 <br /> 11 <br /> Cli 15!�'-20' SILTY CLAY: light olive gray; 65% clay; 35% <br /> 15 ` 11 M3 2 0 silt; micaceous; dark orange gray and dark <br /> 12 gray mottling; stiff; very cohesive; highly <br /> plastic; moderate petroleum odor <br /> 20' Thin lens of clayey silt (0.5' thick); 15% <br /> 20' 83 MW 2 0 clay; 85% silt. <br /> 14 #4 <br /> CA 20'-25' SANDY CLAY- light olive gray; 55% clay; 457 <br /> fine to medium sand; slightly micaceous; very <br /> e cohesive; stiff; very moist to saturated; <br /> 4e strong petroleum odor. <br /> 25' <br /> of Terminated drilling at 25' <br /> Groundwater encountered at 19' <br /> ; i <br /> t.y <br /> LOCATION: <br /> EQUIPMENT: P B-80'HOLLOW STEM AUGER AND SPLIT SPOON SAMPLER <br /> NOTES: MONITORING WELLS WERE SURGED BEFORE )iEING GADUTED. <br /> A5 <br />
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