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Environmental Health - Public
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2900 - Site Mitigation Program
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PR0521845
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/28/2020 4:17:12 PM
Creation date
5/28/2020 4:04:28 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0521845
PE
2950
FACILITY_ID
FA0014838
FACILITY_NAME
LOPEZ PROPERTY
STREET_NUMBER
1601
STREET_NAME
TURNPIKE
STREET_TYPE
RD
City
STOCKTON
Zip
95206
APN
16504013
CURRENT_STATUS
01
SITE_LOCATION
1601 TURNPIKE RD
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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044 <br /> • 12/05/2005 17:08 FAX 248 A 21 <br /> KLEINFELDER <br /> SCOPE OF wort <br /> Task 1,0 Permittin! and Pre-Field Activities <br /> Kleinfelder will coordinate with EHD to obtain necessary boring permits and setting up the <br /> Master File Record (v1FR) for the site prior to conducting field work. The San Joaquin County <br /> EHD will require review and approval of the workplan for the proposed scope of work. . <br /> Task 2.0 Fiold Activities <br /> ADVANCEMENT OF PUSH PROBES <br /> Four (4)push probes will be advanced through the project area to assess soli at the subject site. <br /> The pushprobes will be. advanced to depths of approximately 15-25 feet below ground surface <br /> (bgs). If groundwater is encountered at or near the total proposed depth of 20 feet, grab <br /> groundwater samples will be collected. <br /> Kleinfelder will advance one-pushprobe boring in the former location of the UST at a depth of <br /> approximately 15-20 feet. The three remaining pushprobc borings will be advanced in a <br /> triangular pattern around the former UST site at varying depths from 20-25 feet, and radially 10, <br /> 15, and 20 fret from the tank location. The three pushprobes will aid in determining both the <br /> vertical and lateral extent of any possible contamination associated with the former UST. The <br /> actual sampling locations will be dependent on access, surface conditions, and potential <br /> interference with subsurface or overhead utilities. <br /> Prior to the advancement of the pushprobes, the first five feet will be hand-augered to assess <br /> potential underground utilities. Pushprobes will be advanced using a pneumatically driven steel <br /> probe. Soil samples will be obtained by inserting a sample barrel, lined with acetate liners, into <br /> the probe. The sample barrel will be lowered to the desired sampling depth and driven into the <br /> soil. The sample tubes will be,removed and scaled with Teflon film and plastic fitting end caps. <br /> Soil samples will be collected continuously during the advancement of the pushprobes at depths <br /> ranging from 5-feet to the proposed maximum depth of 15-25 feet bgs. During the advancement <br /> of the borings, soil samples will be collected at five-foot intervals for lithologic classification and <br /> qualitative field screening,with an organic vapor analyzer(OVA). The OVA measures ionizable <br /> compounds in air in parts per million by volume (ppmv). Uthologic classification will be based <br /> on the Unified Soil Classification System (USCS). <br /> At this time, we propose to submit three soil samples for quantitative chemical analyses from <br /> each soil probe. Samples will be collected f-om depths of 15 feet and the bottom two samples <br /> from each probe. Actual analysis may vary based on OVA readings and field observations mom <br /> soil samples collected continuously from 5 to 25 feet bgs. <br /> 02001pROp.m.\!P$Tp5o343 Du--bu i,?443 <br /> amass 2 of E <br /> a 2003 Kleinfeider,lnc. " <br /> 6 <br />
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