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Last modified
10/18/2018 4:34:39 AM
Creation date
10/17/2018 4:42:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0543827
PE
3528
FACILITY_ID
FA0007383
FACILITY_NAME
FORMER ALEGRE TRUCKING INC
STREET_NUMBER
802
Direction
N
STREET_NAME
CLUFF
STREET_TYPE
AVE
City
LODI
Zip
95240
CURRENT_STATUS
02
SITE_LOCATION
802 N CLUFF AVE
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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I <br /> a <br /> Frank C. Alegre Trucking, Inc. <br /> Lodi, California <br /> January 25, 1991 <br /> 4. IDENTIFYING THE CONTAMINANT FLUKE <br /> i <br /> 4. 1. Phase I Site Assessment <br /> Regarding information on the site characterization <br /> and results of previous study, the reader should refer to <br /> Condor Earth Technologies, Inc. 's September 28, 1990 <br /> "Problem Assessment Report" . <br /> 4. 2. Phase II Investigation <br /> 4. 2. 1 . Location of Borings <br /> Three vertical borings were augered by Spectrum <br /> Exploration, Inc. at the tank site. Th three borings were <br /> used for monitoring well installation for the purpose of <br /> taking ground water samples (Figure 4. 1) .' The soil <br /> borings/monitoring wells are identified as AM-2, AM-2 and <br /> AM-3. <br /> 4.2.2. Depth of Borings <br /> The vertical depth angered for ',lthe three borings <br /> are as follows: AM-1 55' , AM-2 55' and; AM-3 55' . As a <br /> result of on-site evaluations indicating 'penetration of the <br /> ground water had been reached at the depth of +_45` in each <br /> boring, augering was terminated at the depth of 10' below <br /> the water table. <br /> 4. 2. 3. Soil Sample Procedure <br /> The augering was performed w' th!: a truck-mounted <br /> auger rid using 8" hollow stem augers. The augers acted as <br /> continuously advancing steel casings preventing test holes <br /> from caving above the levels to be sampled. Soil samples <br /> were obtained by lowering a split spoon sampler inside the <br /> hollow stem auger and driving it into undisturbed soils. <br /> The sampler was equipped with brass liner'' tub_s designed to <br /> receive intact soil specimens. The sampler was hand cleaned <br /> with dilute solution of TSP and tap water';prior to each <br /> sampling action. Clean brass liners wereplaced inside the <br /> sampler. Steam cleaning of the augers Was also performed <br /> prior to entering the site and clean lead',',augers were used <br /> in test holes to prevent cross contamination. <br /> The auger crew consisted of a driller and a helper. <br /> Field exploration was supervised by the Mr, Thomas W. Ladd, <br /> California Registered Geologist #3508, whu was responsible } <br /> for preparing the recording of field conditions, soil sample <br /> handling and preservation, and control of''the field <br /> equipment cleaning process. <br /> The ends of the tube samples then capped with pressure <br /> fitted plastic caps, sealed with adhesive '"tape and labeled. <br /> The samples were placed in an iced insulated chest packed <br /> for preservation for transported to GeoAnalytical E <br /> Laboratories for analye.is. <br /> 4 . 2. 4. Sample Description <br /> Sample lithologic descriptions snd log's have been <br /> prepared for each boring and are presented as Attachment <br /> C-30t lue Consulting Services <br /> Page - 8 <br />
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