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SR0081473
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4200/4300 - Liquid Waste/Water Well Permits
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SR0081473
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Entry Properties
Last modified
3/16/2020 4:52:30 PM
Creation date
3/16/2020 2:02:46 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
FileName_PostFix
SSNL
RECORD_ID
SR0081473
PE
2602
STREET_NUMBER
11065
Direction
N
STREET_NAME
ALPINE
STREET_TYPE
RD
City
STOCKTON
Zip
95212
APN
06304023
ENTERED_DATE
11/26/2019 12:00:00 AM
SITE_LOCATION
11065 N ALPINE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
TSok
Tags
EHD - Public
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BORING LOG NO. B3 Page 1 of 1 <br /> PROJECT: Whitlow Property CLIENT: Whitlow/Cortopassi Farms, Inc. <br /> SITE: 11065 N.Alpine Road <br /> Stockton,California <br /> (D LOCATION J w <br /> o wZ a- <br /> > <br /> wO <br /> v Latitude:38.068121° Longitude:-121.211685° = J aof <br /> 0 a- wLU <br /> X n > <br /> 7 am Q O <br /> DEPTH MATERIAL DESCRIPTION 3 O (n of <br /> SILTY SAND ISM),About 60%fine to medium grained sand;about 40%low plasticity fines;dry;loose;light olive brown;organic <br /> odor. <br /> 1.0 <br /> SANDY LEAN CLAY(CL),About 70%medium plasticity fines;about 30%fine grained sand;moist;medium stiff;dark brown; ■ 80 <br /> organic odor. <br /> Becomes stiff;organic odor slight. <br /> m <br /> 5.0 5 <br /> SILTY CLAYEY SAND(SC-SM),About 60%fine to medium grained sand,coarsens with depth;about 40%low plasticity fines, <br /> moist;dense to very dense;yellowish brown. <br /> ui <br /> 5 <br /> 17.0 <br /> SANDY ELASTIC SILT(MH),About 65%low to medium plasticity fines;about 35%fine to medium grained sand;moist;stiff to ■ 95 <br /> very stiff,yellowish brown,some iron oxide and manganese staining. <br /> a <br /> a : <br /> 0 <br /> z <br /> 0 <br /> � 1 <br /> w <br /> w <br /> a <br /> O ' <br /> N ■ 100 <br /> w 13.0 <br /> 0 SILTY SAND(SM),About 55%fine to medium grained sand;about 45%low plasticity fines;moist;dense to very dense;yellowish <br /> w '. <br /> W brown. <br /> a <br /> 3 . <br /> 0 <br /> � . 1 <br /> 3 <br /> o . <br /> o . <br /> ■ 100 <br /> a <br /> Grades to about 80%mostly medium grained sand;20%non-plastic fines;dense. <br /> W . <br /> w <br /> a 2 <br /> K <br /> > . <br /> Z <br /> W Sand coarsens and alternates in 2-to 4-inch lenses between finer grained and coarser grained material;some iron oxide staining and <br /> W calcium carbonate stringers present,banded. <br /> o ■ 75 <br /> w ' <br /> rr • <br /> Z '• <br /> c� <br /> Grade to to about 70%fine grained sand;about 30%low to medium plastcity fines;very dense. <br /> 25.0 2 <br /> o Boring Terminated at 25 Feet <br /> LL <br /> w <br /> W <br /> The stratification lines represent the apprommate transition between differing soil types and/or rock types; <br /> a in-situ these transitions may be gradual or may occur at different depths than shown. <br /> a <br /> w <br /> N Advancement Method: Notes: <br /> oHollow Stem Auger Logged by V. Calder <br /> J <br /> a <br /> 1 <br /> H <br /> z Abandonment Method: <br /> T) <br /> 0 <br /> O <br /> WATER LEVEL OBSERVATIONS <br /> 0 Boring Started:10-10-2019 Boring Completed:10-10-2019 <br /> Water not encountered <br /> Irerracono Drill Rig:D-50 Driller:Terracon <br /> m <br /> N_ 902 Industrial Way <br /> = Lodi,CA Project No.:MA197078 Exhibit: <br />
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