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2900 - Site Mitigation Program
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PR0527970
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Last modified
5/21/2020 3:03:30 PM
Creation date
5/21/2020 3:00:39 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0527970
PE
2950
FACILITY_ID
FA0018958
FACILITY_NAME
SCHOOL & OAK LLC
STREET_NUMBER
200
Direction
S
STREET_NAME
SCHOOL
STREET_TYPE
ST
City
LODI
Zip
952403512
APN
04304616
CURRENT_STATUS
01
SITE_LOCATION
200 S SCHOOL ST
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
Scanner
TSok
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EHD - Public
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07 May 2008 <br /> AGE-NC Project No. 08-3237 <br /> Page 2 of 3 <br /> SCOPE OF WORK <br /> AGE proposes to advance a total of three soil borings (B-1 through B-3) on site to total depths of <br /> between 35 and 50 feet below surface grade(bsg),for the collection of grab ground water and/or soil <br /> samples. Soil borings will be advanced in the former gasoline station area of the property located <br /> near the northwest corner of the site(Figure 2).The soil borings will be advanced in the areas which <br /> appear to have been occupied by dispenser canopy and possible UST locations. Additional soil <br /> borings may be required if significant hydrocarbon contamination is detected in the field. <br /> Probe borings will be advanced using a van-mounted Geoprobe 5400 direct-push probing unit <br /> equipped with 1.25-inch probing rods.The Geoprobe advances soil probe borings using a hydraulic <br /> hammer to drive soil sampling tools to specified depths. <br /> Soil boring will be sampled at discreet five-foot intervals using a 1.125-inch Geoprobe soil sampling <br /> assembly loaded with four six-inch brass sleeves. Upon sample retrieval, the ends of the second <br /> sleeve will be covered with Teflon sheets, capped and sealed with tape. Soils encountered in the <br /> borings will be visually classified by an AGE scientist/geologist in accordance with the Unified Soil <br /> Classification System(USCS).Additionally, soil samples will be field-screened for the presence of <br /> volatile organic compounds using an organic vapor meter(OVM), equipped with photo-ionization <br /> detector(PID). <br /> Prior to use,all sampling tools used for sample collection will be thoroughly rinsed with clean water <br /> after being washed with a solution of Alconox. All probing rods will be cleaned prior to <br /> advancement at each probe boring location. <br /> For the collection of grab ground water samples, soil probe borings will be advanced to the top of <br /> the ground water table as identified by collection of a saturated soil sample. Once ground water has <br /> been encountered,a Geoprobe push-driven water sampling device will be advanced two to three feet <br /> into the water-bearing zone. Grab ground water sample will be collected using a Geoprobe water <br /> sampling assembly fitted with a pre-cleaned,one-inch diameter 0.01-slotted temporary well screen. <br /> The ground water sample will be extracted by lowering a polyethylene bailer through the hollow <br /> center of the push rods into the screen section. <br /> Appropriately sealed and labeled soil and ground water samples will be placed in chilled containers <br /> under ice and transported under chain-of-custody procedure to a CDPH-certified laboratory. Each <br /> sample container will be labeled with the boring designation, time, date and sampler's initials. <br /> Selected samples will be analyzed by a State of California Department of Public Health (CDPH)- <br /> certified laboratory for the following constituents: <br /> Advanced GeoEnvironmental,Inc. <br />
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