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SU0003870 SSNL
Environmental Health - Public
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PA-0400069
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SU0003870 SSNL
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Entry Properties
Last modified
5/7/2020 11:30:11 AM
Creation date
9/5/2019 11:16:40 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0003870
PE
2622
FACILITY_NAME
PA-0400069
STREET_NUMBER
420
Direction
N
STREET_NAME
HEWITT
STREET_TYPE
RD
City
LINDEN
APN
09303066
ENTERED_DATE
5/11/2004 12:00:00 AM
SITE_LOCATION
420 N HEWITT RD
RECEIVED_DATE
2/20/2004 12:00:00 AM
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\H\HEWITT\420\PA-0400069\SU0003870\SS STDY.PDF
Tags
EHD - Public
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LOG OF BORING <br /> Client: Arturo Ponlagua Boring Number: page;PAST PROPE BORDER QF PARCEL 9 <br /> 1/1 <br /> Project: Soil Suitability Study Project Number: SSS-05.04 Contractor: WEST COAST EXPLORATION <br /> Location: Drilling Method: ElevaBon: 107 ft(MSL) <br /> 420 North Hewitt Road-Linden/San Joaquin County Mobile Drill B-24 <br /> Date Started: 07/15/04 Date Completed: 07/15/04 Angle. Vertical Bearing: <br /> Total Depth: 25.0 ft Water Depth: Approx. 130 ft Logged By: <br /> D.Chesney <br /> z c > <br /> r oU a <br /> L) N O <br /> QV N U <br /> N C c c <br /> O O a C <br /> U U (9 E c U <br /> E o o o o ti <br /> al 3 U Engineering/Agronomic Description Remarks <br /> CL- Medium dark brown silty clay with gravel,dry, <br /> ---1 106 1 ML seasonal vegetation <br /> ---2 105 <br /> ---3 104 <br /> ---4 103 <br /> ----5 102 2 CU Light tan lean clay with gravel,enter severe <br /> ----b 101 GC gravel at 5 feet which extends to 15 feet <br /> slightly moist <br /> 7 100 <br /> 8 99 <br /> 9 98 <br /> ---10 97 3 CL/ Light brown silty lean clay/clayey sift with gravel, <br /> ---11 96 GM slightly moist <br /> ---12 95 <br /> ---13 94 <br /> ---14 93 <br /> ---15 92 4 CU Enter brown lean clay/fat clay,consolidated, <br /> ---16 91 CH slightly moist <br /> ---17 90 <br /> ---18 89 <br /> ---19 88 <br /> CL/ Brown lean clay/fat clay,consolidated,slightly moist <br /> ---20 87 5 CH <br /> ---21 86 <br /> ---22 85 <br /> ---23 84 <br /> ---24 83 CL/ Brown lean clay/fat clay,consolidated,slightly mois <br /> --25 82 6 CH Boring Terminated at 25 feet. <br />
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