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3500 - Local Oversight Program
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PR0545864
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Last modified
7/21/2020 9:10:29 AM
Creation date
7/21/2020 8:48:28 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545864
PE
3528
FACILITY_ID
FA0004530
FACILITY_NAME
MARLOWE PROPERTY
STREET_NUMBER
4648
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95215
CURRENT_STATUS
02
SITE_LOCATION
4648 WATERLOO RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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26 April 2011 <br /> AGE-NC Project No. 95-0104 <br /> Page 6 of 12 <br /> detect any constituents of concern. Analytical results of soil samples are <br /> summarized in Table 2. Boring logs are presented in Appendix C. A report of <br /> findings (Monitoring Well Installation Report-March 2008, dated 29 July 2008)was <br /> prepared by AGE and submitted to the EHD and RWQCB. <br /> General lithology, soil sample locations, and the estimated extent of impacted soil beneath <br /> the site before SVE remediation is depicted in cross sectional view in Figures 4 through 6 <br /> and in plan view in Figure 2. <br /> 2.4. GROUND WATER MONITORING EVENTS <br /> Between January 1993 and August 2010, approximately forty-six (46) ground water <br /> monitoring events were performed at the site to monitor dissolved petroleum hydrocarbon <br /> concentrations in ground water and to characterize ground water flow direction and <br /> gradient on the site. Since initiation of the ground water monitoring program, ground water <br /> elevations have ranged from approximately 22 to 62 feet below the North American Vertical <br /> Datum 88 (NAVD88) and depths to ground water have ranged from approximately 52 to <br /> 92 feet below the tops of the well casings (btoc). Ground water at the site has consistently <br /> flowed towards the northeast. Ground water elevation data is summarized in Table 1. <br /> Figure 3 depicts historical ground water flow directions and illustrates the most recent <br /> contoured ground water elevations measured on 10 August 2010. <br /> 2.5. STRATIGRAPHY <br /> The soil profile beneath the site is generally composed of sandy silt and silty sand with <br /> lenses of clay and fine-grained sand and silt. Soil boring and well completion logs are <br /> presented in Appendix C. Cross sections A-A', B-B' and C-C' depict general lithology <br /> beneath the site (Figures 4, 5 and 6, respectively). <br /> 3.0. SENSITIVE RECEPTOR SURVEY <br /> A sensitive receptor survey is required as part of site characterization requirements under <br /> the California Code of Regulations - Title 23, Division 3, Chapter 16, Section 2654. AGE <br /> reviewed Water Well Drillers Reports (WWDRs) at the Department of Water Resources <br /> (DWR) and performed a door -to-door survey to determine the locations of water wells <br /> within a 2,000-foot radius of the subject property. <br /> Advanced CeoEnvironmental,tnc. <br />
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