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2900 - Site Mitigation Program
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PR0540336
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Entry Properties
Last modified
6/25/2019 9:13:01 AM
Creation date
6/25/2019 9:01:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0540336
PE
2953
FACILITY_ID
FA0022691
FACILITY_NAME
R&B LOUISE LLC ET AL
STREET_NUMBER
500
Direction
E
STREET_NAME
LOUISE
STREET_TYPE
AVE
City
LATHROP
Zip
95330
APN
19812008
CURRENT_STATUS
01
SITE_LOCATION
500 E LOUISE AVE
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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21 July 2015 <br /> AGE Project No. 14-3154 <br /> Page 11 of 15 <br /> sampling tools to specified depths. Shallow soil sampling will be advanced with hand <br /> auger tooling. <br /> SOIL SAMPLING — SOIL BORINGS <br /> Soil samples will be collected from borings at discreet five-foot intervals beginning at <br /> fifteen feet bsg using a 1.45 inch Geoprobe soil sampling assembly loaded with one <br /> two-foot long acetate sleeve. Shallow soil sampling will be conducted at one foot below <br /> surface grade, with a soil sampling slide-hammer, loaded with a pre-cleaned steel <br /> sleeve. Soil samples from borings will be collected to a total depth of 25 feet bsg or until <br /> field evidence signifies the absence of impact (no previous impact was detected). Upon <br /> sample retrieval, a portion of the acetate sleeve will be separated and the sleeve ends <br /> will be covered with Teflon sheets, capped and sealed with tape. <br /> Appropriately sealed and labeled samples will be placed in a chilled container under ice <br /> and transported under chain-of-custody procedure to a CDPH-certified laboratory. Each <br /> sample sleeve will be labeled with boring designation, depth, time, date and sampler's <br /> initials. Soils encountered in the borings will be visually classified by AGE personnel in <br /> accordance with the Unified Soil Classification System (USCS). Additionally, soil <br /> samples will be field-screened for presence of volatile organic compounds using OVM, <br /> equipped with PID pre-calibrated to isobutylene. <br /> GRAB GROUNDWATER SAMPLING — SOIL BORINGS <br /> A grab groundwater sample will be collected from soil borings advanced to <br /> approximately 25 feet bsg. For collection of a grab groundwater sample, a Geoprobe (or <br /> similar) push-driven water sampling device will be advanced four feet into the water- <br /> bearing zone or a temporary PVC casing will be installed inside the boring trace to <br /> approximately 25 feet bsg. Grab groundwater samples will be collected using a <br /> Geoprobe water sampling assembly fitted with a pre-cleaned, one-inch diameter 0.01- <br /> slotted temporary well screen. Each groundwater sample will be extracted by dedicated <br /> disposable polyethylene tubing through the hollow center of the push rods into the <br /> screen section. Samples will be analyzed for TPH-ranges, VOCs, SVOCs, PCBs, PAHs <br /> metals, dioxin and furan will be collected into laboratory-supplied, non-preserved 40-ml <br /> Volatile Organic Analysis (VOA) vials, 1-liter Amber bottles or plastic containers. <br /> Grab samples collected from the furnace basement will be collected in the same suite of <br /> chemical analysis containers. Appropriately sealed and labeled samples will be placed <br /> in a chilled container under ice and transported under chain-of-custody procedure to a <br /> CDPH-certified laboratory. Each sample container will be labeled with sample <br /> designation, time, date and sampler's initials. <br /> Advanced GeoEnvironmental,Inc. <br />
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