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ARCHIVED REPORTS_XR0011832
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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P
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PATTERSON PASS
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25775
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2900 - Site Mitigation Program
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PR0543467
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ARCHIVED REPORTS_XR0011832
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Entry Properties
Last modified
5/5/2020 9:36:42 AM
Creation date
5/5/2020 8:30:40 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011832
RECORD_ID
PR0543467
PE
2960
FACILITY_ID
FA0024672
FACILITY_NAME
FORMER ATLANTIC RICHFIELD CO (ARCO) NO 6100
STREET_NUMBER
25775
Direction
S
STREET_NAME
PATTERSON PASS
City
TRACY
Zip
95377
CURRENT_STATUS
01
SITE_LOCATION
25775 S PATTERSON PASS
P_LOCATION
03
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
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SOIL BORING LOG Boring No B-35 Sheet 7 of 7 <br /> Client Arco#6100 Date 8130101 <br /> ASS 25775 Patterson Pass Road Drilling Company Western Strata Exploration rig type Mobile Drill B 61 <br /> Tracy CA Driller Gordon Jensen <br /> Project No X000-340-01 Method Mud Rotary hole dram 5 5' <br /> Logged By Scott Blttinger <br /> Sample slow Sample well Depth Descriptions of Materials PID <br /> Construc LITHO <br /> Type No Count Time Recov t Scale COLUMN and Conditions PPM <br /> 121 CL SILTY CLAY 120-122 light brown with white caliche dry hard <br /> 122 - - ----' - --- -------- <br /> S B35.123 1_3__3.0 - - 123 M L SANDY SILT-Ilht brown 15.20%very fine Qramed sand caliche from ------- <br /> ----- <br /> ------------ - ------------ ------------------- <br /> 123'-123_ 5 dry hard <br /> 124 _____--___'----------------------------- -------- <br /> S------B35 125 1300 125 CL SILTY CLAY 50%silt dy hard --0--- <br /> ------------ ------------ -------- --------- ------------------fight-----brown----------about-------50%---------clay---------------r------------------------------ <br /> 126 <br /> 127 <br /> 126 <br /> 129 <br /> --------------------- ------------- ------- --------- ---------------------------------------------------------------------------------------------------------- <br /> _ strong caliche cementation 129-129 5 <br /> 130 ML SILT light brown,dry hard <br /> _ L SILTY CLAY 130'-131 light brown dry hard <br /> 131 <br /> ---------------------------------------------------- 2-3%finegrainedsand dry ha---------rd ---------------------------- <br /> _ ML SILT 131-132 Ilght brown <br /> 132 <br /> 3 CL CLAY 132-135- '-light brown medmplasticlty_dry, hard___-- <br /> --------------------- <br /> ------- <br /> -------------------------------------------------- 13 ----------------- -- _ -w- <br /> S B35 134 134 <br /> ---------------------- ------------- ------- --------- ---------------------------------------------------------------------------------------------------------- <br /> S 1335-135 1a5 -----0--- <br /> --------------- <br /> -- <br /> -------------- ------------------------------- --------------------------------------------------------------------------------------------------------- <br /> ---------------------- --------------------------------- --------------------------------------------------------------------------------------------------------- <br /> ----------------------- -------------- ----------------- ------------------------------------------------------------------------------------------------ -------- <br /> --------------------- ------------- ----- -------- ----------------------------------------------------------------------------------------------- ------- <br /> Comments Total depth of boring is 135 bgs <br /> M1t� <br />
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