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ARCHIVED REPORTS_XR0012770
Environmental Health - Public
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EHD Program Facility Records by Street Name
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F
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FRESNO
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1817
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2900 - Site Mitigation Program
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PR0540859
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ARCHIVED REPORTS_XR0012770
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Last modified
1/15/2020 4:10:38 PM
Creation date
1/15/2020 3:12:47 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012770
RECORD_ID
PR0540859
PE
2960
FACILITY_ID
FA0023361
FACILITY_NAME
PLAY N PARK (FORMER BARNES TRUCKING)
STREET_NUMBER
1817
Direction
S
STREET_NAME
FRESNO
STREET_TYPE
AVE
City
STOCKTON
Zip
95206
CURRENT_STATUS
01
SITE_LOCATION
1817 S FRESNO AVE
P_LOCATION
01
QC Status
Approved
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EHD - Public
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----------------- <br /> SOIL BORING AND WELL CONSTRUCTION LOG: IW-2 Page:1 of 1 <br /> CLEARWATER GROUP-TAG INC. Project: ZB178D <br /> ! q <br /> S.Fresno Ave- DRILLING CONTRACTOR: BORING DIAMETER: CLIENT/LOCATION: <br /> _ � _._ <br /> 2 ®3 Gregg Drilling 11 inches Barnes Trucking-Stockton,CA <br /> _l DRILL RIG OPERATOR: BORING D£PTH: SCREEN SLOT SIZE: DRILLING DATE: <br /> Office/ <br /> 10 7 6 4 Eugene Nunes 25 feet 0.02 inches 8/9/2004 <br /> Gamge ®9 ®g DRILL RIG TYPE: WELL DEPTH: WELL MATERIAL: FILTER PACK: <br /> Mw-i MW-4 CME-75 25 feet 2"sch 40 PVC 2/12 Lonestar <br /> WELL SEAL:Neat Cement over hydrated PLANNED USE: LOGGED BY: <br /> Mw-z Injection Well J.Daley <br /> MW-3 Drawing not to scale bentonite <br /> SAMPLIN L7 l9SAMPLING METHOD: MONITORING INST: APPROVED BY: <br /> ° Not Sampled PID Jim Jacobs C.H.G <br /> > A FIRST ENCOUNTERED WATER DEPTH: STATIC WATER DEPTH: 11.5 ft. <br /> S° p U o°u Not Observed Q PATE: 8/11/04 <br /> 1 <br /> 12"Concrete <br /> 4 \ k w <br /> dt4'�edfi d'�.S <br /> ply, <br /> �Y�Y.t7!sY <br /> 3 SM F <br /> i Note: Soil descriptions based on observations of drill cuttings-no SP-r sampling performed. <br /> 4 IS C Silt to ClayeySAND(SM/SQ brown to gray,dto moist. <br /> Y SY� am� ) g l' <br /> Y YfiYY <br /> 6 <br /> 7 rrFpd'�.6 <br /> 9 <br /> = 10 <br /> lk <br /> 12 <br /> 114 13 <br /> 16 <br /> — <br /> F=« — 37 Sandy to Clayey SILT(ML),gray,moist to wet. <br /> _ ML <br /> IS Note: Soil descriptions based on observations of drill cuttings-no SPT sampling performed. <br /> 19 <br /> 20 <br /> 22 <br /> 23 <br /> 24 <br /> End Boring @ 25 feet bgs. <br /> 25 <br /> 27 <br /> 29 <br /> 31 <br /> 35 <br />
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