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12 (STATE ROUTE 12)
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2900 - Site Mitigation Program
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PR0545716
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Entry Properties
Last modified
11/19/2024 3:48:23 PM
Creation date
6/12/2020 11:20:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0545716
PE
2950
FACILITY_ID
FA0025894
FACILITY_NAME
PROPOSED SHOPPING CENTER
STREET_NUMBER
0
STREET_NAME
STATE ROUTE 12
City
LODI
Zip
95240
CURRENT_STATUS
02
SITE_LOCATION
0 HWY 12
QC Status
Approved
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EHD - Public
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I <br /> TL 489-0589-02 <br /> . Page 10 � <br /> Organic Analyses: , For organic analyses, the following <br /> methods were used: <br /> o Method blanks were run to insure that the glassware and <br /> reagents were free of interference from chemicals that <br /> would invalidate the analyses; <br /> o Standards were ,.prepared using ' the highest purity <br /> reference materials available; and <br /> o Matrix spikes were ..analyzed in duplicate to. validate .the <br /> accuracy and precision of the analytical method. <br /> All analytical instruments are serviced on a regular basis to <br /> insure accurate calibration..' <br /> 5.0 RESULTS AND FINDINGS <br /> The results of the RI are summarized. in the following . <br /> subsections. <br /> 5. 1 Soil Profiler The soil profile consists of sandy silts # <br /> and coarse-grained sands to a depth of 15 feet- BSG,_ the maximum <br /> F <br /> depth explored. Brown, sandy silt was encountered in soil borings i <br /> r <br /> B-1 through B-4 to a depth of ten to 15' feet BSG. Coarse-grained, <br /> well-graded sand was encountered in, sail borings B-2 and B=3 at ' a <br /> depth of ten feet to 15 -feet BSG. a <br /> The sandy silts encountered at the site were generally firm to <br /> hard, as indicated by modified standard penetration resistance (N- <br /> values) ranging from 30 to .over 50 blows per foot. The sands <br /> Lencountered at the site were hard with N--values of over 50 blows <br /> per foot. <br /> The foregoing is a generalsummary of - the soil conditions <br /> encountered in the soil borings drilled for_ this investigation. <br /> ` Fresno Modesto Visalia Bakersfield <br />
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