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2900 - Site Mitigation Program
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PR0526137
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Last modified
5/18/2020 8:57:24 AM
Creation date
5/18/2020 8:55:39 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0526137
PE
2959
FACILITY_ID
FA0017687
FACILITY_NAME
DELTA PLATING INC
STREET_NUMBER
818
Direction
S
STREET_NAME
STANISLAUS
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
14729412
CURRENT_STATUS
01
SITE_LOCATION
818 S STANISLAUS ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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k9 KLEINFELDER <br /> 6.5. GENERAL SOIL SAMPLING AND HANDLING METHODOLOGY <br /> Soil samples will be collected and analyzed in general accordance with Kleinfelder's <br /> standard protocols for sampling and analyses for a PEA, which are included in <br /> Appendix B. Samples will be handled in accordance with approved procedures <br /> specified and generally as summarized below. <br /> Due to limited access of proposed soil sample locations, Kleinfelder proposes soil <br /> samples will be collected either by hand augering methods or by pushprobe soil <br /> sampling techniques (Geoprobe). Concrete will be removed at each proposed sample <br /> location using a professional concrete coring company. The minimum core diameter <br /> will be 4-inches. Any additional surface debris will be removed with a clean hand trowel <br /> (surface samples) or hand augering/pushprobing to the desired sampling depth for <br /> deeper soil samples. The soil samples will be collected at the locations depicted on <br /> Plates 3 and 4, although actual sampling locations will be dependent on access, <br /> surface conditions, and potential interference with subsurface utilities. <br /> Pushprobes will be advanced using a pneumatically driven steel probe. Soil samples <br /> will be obtained by inserting a sample barrel, lined with acetate liners, into the probe. <br /> The sample barrel will be lowered to the desired sampling depth and driven into the soil. <br /> Hand auger soil samples will be collected by slide hammering a 2-inch diameter by 6- <br /> inch long stainless steel tube into the soil at the desired sampling depths. During the <br /> advancement of the borings, soil samples will be continuously collected for lithologic <br /> classification and qualitative field screening will be conducted with a Photo Ionization <br /> Detector (PID). The PID measures ionizable compounds in air in parts per million by <br /> volume (ppmv). Lithologic classification will be based on the Unified Soil Classification <br /> System (USCS). <br /> The stainless steel hand auger, trowel, sampler, sample tubes and downhole <br /> pushprobe equipment will be cleaned between locations with a Liquinox® (laboratory- <br /> grade detergent) wash followed by a potable water and distilled water rinse. The <br /> stainless steel tubes and or acetate liners used for collecting the samples will be sealed <br /> following collection of the samples with Teflon° sheeting and tight-fitting plastic end <br /> caps. After collection, the soil samples will be labeled, logged on a chain-of-custody <br /> form, and immediately stored in an iced cooler pending transportation to the analytical <br /> laboratory. <br /> The soil samples will be transported under chain-of-custody control to Kleinfelder's <br /> office and then transported by courier in a chilled container to California Laboratory <br /> Services (CLS) of Rancho Cordova, California. The chain-of-custody form will be <br /> signed by each individual who handles the samples, including the sampler and the <br /> receiving employee at CLS. CLS is certified by the State of California to perform the <br /> analyses requested. The samples will be analyzed on a standard 15-day turnaround <br /> schedule for completion <br /> 57252.T02/ST05R9991DH:ly Page 18 of 29 <br /> ©2005 Kleinfelder, Inc. September 1, 2005 <br />
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