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Environmental Health - Public
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2900 - Site Mitigation Program
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PR0505723
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Last modified
2/22/2019 12:31:03 PM
Creation date
2/22/2019 11:39:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0505723
PE
2950
FACILITY_ID
FA0006962
STREET_NUMBER
555
STREET_NAME
CARNEGIE
STREET_TYPE
ST
City
MANTECA
Zip
95337-6102
APN
22119064
CURRENT_STATUS
01
SITE_LOCATION
555 CARNEGIE ST
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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inches long. Augers and sampling tools were steam-cleaned before <br /> drilling each boring. The split-spoon sampler was scrubbed with <br /> detergent solution and rinsed with DI water between sample loca- <br /> tions. <br /> All soil samples to be analyzed were immediately packaged and <br /> placed in an ice chest (on blue ice) , and were delivered to the <br /> analytical laboratory within 24 hours . Brass liners were covered <br /> with teflon septa and end-caps, securely taped-on. <br /> Locations of the borings are shown in Figure 2 (Appendix A) , and <br /> ' the vertical positions of the soil samples are shown in the <br /> boring logs, found in Appendix B. Soil samples boring B-1 <br /> (depths of 5, 15, and 20 feet) and from borings S-1 and S-2 <br /> ' (depth of 5 feet) were packaged for shipment to a certified <br /> analytical laboratory (Precision Analytical) under chain-of- <br /> custody. <br /> Borings B-1, B-2 , and B-3 were drilled on October 20, to total <br /> depths of 30 .5 feet . In order to maintain the borings completely <br /> open overnight, for next-day measurement of depth to static water <br /> level and water grab-sampling, 2-inch PVC casing and screen were <br /> set in these borings . A five-foot section of slotted screen <br /> (0 . 010-inch slots) was positioned in the lowest five feet of each <br /> boring. <br /> Boring B-4 was drilled on October 21, to a total depth of 28 <br /> feet, after determination of the local groundwater flow direction <br /> (see Section 4) . Borings S-1 and S-2, with total depths of five <br /> feet, were hand-augered on October 21; samples were placed in <br /> screw-top sample jars . <br /> 3 .3 Soil Types Encountered <br /> Boring logs (B-1 through B-4, Appendix B) were constructed from <br /> samples taken at five-foot intervals . All borings encountered a <br /> silty, fine sand within six feet of the ground surface; this soil <br /> ' is loose and tan in color. At depths below about 6 feet, sands <br /> (clean, loose, tan or gray, and fine-or medium-grained) or clayey <br /> silts (light brown and slightly to moderately plastic) were <br /> encountered. The clean sands were present beneath the silty <br /> sands in all borings to depths of at least 10 .5 feet . <br /> ' 3 .4 Collection of Groundwater Samples <br /> Groundwater samples were collected for analysis on October 21 <br /> from borings B-1 through B-4, using new disposable bailers passed <br /> down through the temporary PVC casing. The necessary bottles <br /> were filled, capped, labeled appropriately, and placed in an ice <br /> chest on blue ice. They were shipped under chain-of-custody to <br /> ' the laboratory on October 21 . Samples for priority metals analy- <br /> sis were filtered by the laboratory. <br /> ' 3 <br />
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