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ARCHIVED REPORTS XR0011100
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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ESCALON
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1329
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3500 - Local Oversight Program
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PR0544806
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ARCHIVED REPORTS XR0011100
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Entry Properties
Last modified
9/5/2019 8:54:33 AM
Creation date
9/5/2019 8:37:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011100
RECORD_ID
PR0544806
PE
3528
FACILITY_ID
FA0000293
FACILITY_NAME
Pershing Holdings, Inc. DBA Esclon Arco
STREET_NUMBER
1329
STREET_NAME
ESCALON
STREET_TYPE
Ave
City
Escalon
Zip
95320
APN
22510003
CURRENT_STATUS
02
SITE_LOCATION
1329 Escalon Ave
P_LOCATION
06
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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i <br /> City of Escalon-Former Arco <br /> 1350 Escalon Ave. Boring Dia. :6" <br /> Escalon,CA LOG OF BORING SB-101 Tot.Depth :115' <br /> 2 of 3 <br /> Project No.:750.2 (Page ) Casing Depth N/A:NIA <br /> Date :10!16 17100 Casing Dia. <br /> Screen Interval :NIA <br /> L (�QOIp j�{j� Drilling Method :Mud Rotary Slot Size :N/A <br /> 7 ff Driller :V&W Drilling Filter Pack NIA <br /> 1JecfmiCs Logged By :M.Nierni Annular Seal :N/A <br /> Grout -0-115' <br /> Water Depth :+/_B0' <br /> Well: <br /> U <br /> DeElev.: <br /> Depth Lab Time ca DESCRIPTION a ovM <br /> Feet Sample o L) (Ppm) <br /> 40- <br /> SAND-grayish brown,medium to coarse grained,loose, 5P <br /> quartz,thin sandy clay horizons. <br /> 45 <br /> CLAYEY SILT-greenish brown,firm,root tubes,rust ML <br /> staining. <br /> !ri <br /> 50- <br /> SAND-brown,fine grained,quartz,loose. SP <br /> 55 SAND-brown,medium grained,quartz,loose. <br /> SP <br /> 60 <br /> SAND-brown,medium grained,quartz,loose,wet. SP <br /> 65 <br /> SAND-brown,coarse grained,quartz,loose. SP <br /> f o <br /> it <br /> 0 <br /> 70 <br /> SAND-brown,coarse grained,quartz,loose. SP <br /> 0 <br /> u <br /> 75- <br /> x 12.25 41 CLAYEY SAND-lite brown,fine to very coarse grained, SC 0 <br /> 60 set,no odor. <br /> N . <br /> N <br /> 80 ......... .. .. ............ . ............. .. ................ ......... <br />
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