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ARCHIVED REPORTS XR0010918
EnvironmentalHealth
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ESCALON
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3500 - Local Oversight Program
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PR0544807
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ARCHIVED REPORTS XR0010918
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Last modified
9/5/2019 9:14:10 AM
Creation date
9/5/2019 9:02:53 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010918
RECORD_ID
PR0544807
PE
3528
FACILITY_ID
FA0009157
FACILITY_NAME
McDowell & Davis Towing & Auto Repair
STREET_NUMBER
1360
STREET_NAME
ESCALON
STREET_TYPE
Ave
City
Escalon
Zip
95320
APN
22706108
CURRENT_STATUS
02
SITE_LOCATION
1360 Escalon Ave
P_LOCATION
06
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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McDowell&Davis Towing <br /> Geoprobe Soil Boring&Revised Risk <br /> Assessment and Conceptual Site Model Report <br /> Page: 3 <br /> i Table of Laboratory Sample Results (8106/03) <br /> Sample I.D. Gasoline Benzene Toluene E-Benzene Xylenes MTBE <br /> m /Kp,/Kg ligfKg <br /> B-5-5' <1.0 <5.0 <5.0 <5.0 <5.0 <10 <br /> B-5-10' <1.0 <5.0 <5.0 <5.0 <5.0 <10 <br /> B-5-15' <1.0 <5.0 <5.0 <5.0 <5.0 <10 <br /> B-5-20' <1.0 <5.0 <5.0 <5.0 <5.0 <10 <br /> B-5-25' <1.0 <5.0 <5.0 <5.0 <5.0 <10 <br /> B-5-30' <1.0 <5.0 <5.0 <5.0 <5.0 <10 <br /> Gasoline by Method 5030/Luft BTEX&MTBE by Method 8260E <br /> 2.1 Drilling <br /> The soil boring was accomplished using a mobile mounted Geoprobe® Systems <br /> drilling rig, Model 5400, employing the use of a 1.25" hollow probe rods. All <br /> drilling equipment was thoroughly steam cleaned before drilling began to prevent <br /> the introduction of contamination from off site, and between borings to prevent <br /> cross contamination. <br /> The boring was togged under the direct supervision of a registered geologist using <br /> the Unified Soil Classification System. The color, texture, moisture, plasticity (if <br /> applicable), consistency of the earth materials, pertinent soil or bedrock <br /> characteristics and an evidence of contamination will be noted. All water-bearing <br /> g <br /> zones and the depths at which they are encountered are noted on these logs. <br /> The boring was drilled in such a manner as to prevent cross contamination between <br /> strata. Water samples were taken at the soil/groundwater interface, and the borings <br /> were then terminated with a cement mixture. <br /> 1 <br /> r <br /> 2.2 Soil Sampling <br /> All soil sampling equipment was thoroughly steam cleaned before and between <br /> sampling to prevent cross contamination. Relatively undisturbed soil samples were <br /> taken at intervals of not more than five feet (5) in order to evaluate the subsurface <br /> materials. <br /> The soil samples were obtained using a Geoprobe® core sampler with plastic liners. <br /> The sampler was pushed (Direct Push Technology) continuously by the <br /> hydraulically powered, percussion system. <br /> The laboratory samples did not have headspace and were immediately sealed in <br /> their liners using plastic caps. The remaining sample was removed from its liner to <br /> be used as an aide to the on-site geologist in logging the material at that depth. <br />
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