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FIELD DOCUMENTS
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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E
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88 (STATE ROUTE 88)
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13975
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2900 - Site Mitigation Program
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PR0522057
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Last modified
11/20/2024 9:23:26 AM
Creation date
9/5/2019 2:14:22 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0522057
PE
2950
FACILITY_ID
FA0015024
FACILITY_NAME
USA GASOLINE #3756
STREET_NUMBER
13975
Direction
E
STREET_NAME
STATE ROUTE 88
City
LOCKEFORD
Zip
95237
APN
01908014
CURRENT_STATUS
01
SITE_LOCATION
13975 E HWY 88
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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SOIL BORING LOG Boring No. B-1 Sheet 1 of 3 <br /> Client USA Station No 3756 Date 10/18/2006 <br /> Address 13975 Highway 88 Driller Mitchell Drilling Environmental rig type:CME 75 <br /> Lockeford,CA Drilling Foreman Ed Mitchell Jr. <br /> Project No. 2007-3756-01 Method hollow stem auger hole diam.: 8" <br /> Logged By: Scott Bittin er <br /> Sample Blow Sample Well Depth Descriptions of Materials PID <br /> Construc LITHO <br /> Tvpe I No. Count Time Recov. t. Scale COLUMN and Conditions PPM <br /> asphalt surface <br /> 1 <br /> --------------------------------------------------- — <br /> ----------------------------------------------------------------------------------------------------- <br /> -------- <br /> 2 SP-SM SAND-with-SILT <br /> ------------------------------------ <br /> -------- ---------------------------------------- — ------------------------------------------------ - <br /> -------- ---------------------------------------- 3— <br /> ------------------------------------------------------------------------------------------------------------- <br /> ---------------------------------------------------- 4— -------------------------------------------------------------------------------------------- <br /> 5 <br /> ' <br /> -------- ---------------------------------------- 6— ------------------------------------------------------------------------------------------------------------ <br /> -------- --------- <br /> — 7 <br /> ------------------------------------------------------------------------------------------------------------- <br /> ------------------------------- — <br /> --------------------------------------------------- <br /> — ------------------------------------------------------------------------------------------------------------ <br /> — <br /> ------------------------------------------------- 9— -------------------------------------------------------------------------------------------------- <br /> 10 1 0 ---------------------- <br /> -------- ---------------------------------------- — <br /> ----------------------------------------------------------------------------------- --- <br /> 12 _ SP SAND,fine grained,0-3%fines,dry,loose <br /> ----S--- -81-10- ------ ------- <br /> 19 14:25 80 1 ------------------------------------------------------------------------------------------------------------ <br /> - ------ --- ---------------- — <br /> -------- ---------------------------------------- —1 2 <br /> ------------------------------------------------------------------------------------------------------------- <br /> -------- ---------------------------------------- 1 3 <br /> — ------------------------------------------------------------------------------------------------------------- <br /> --------------------------------------- <br /> 1 4 <br /> ------------------------------------------------------------------------------------------------------------- <br /> - <br /> --------------- --------------- ------------------------- — <br /> 8 1 5 -------------------------------------------------------- <br /> - — ---------------------------------------------------- <br /> 10 _ SP SAND,fine grained 14.5'-15.3',fine and medium grained 15.3'-15.6', <br /> S 81-15 16 14:34 60 1 6 no fines_dry,loose ____________________________ 0 <br /> -------- ------- ------- -------------- ----- — - - - -------------------------- -------- <br /> t 7 <br /> ------------------------------------------------------------------------------------------------------------- <br /> -------- ---------------------------------------- — <br /> 1 8 <br /> -------- ----------------------------------------- — <br /> ------------------------------------------------------------------------------------------------------------- <br /> 1 9 ----------------------------------------- <br /> -------- ---------------------------------------- — <br /> -------------------------------------------------------------------- <br /> 8 2 01 <br /> 0 <br /> Comments: <br />
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