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2900 - Site Mitigation Program
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PR0505861
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COMPLIANCE INFO
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Last modified
4/14/2020 4:30:44 PM
Creation date
4/14/2020 2:13:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0505861
PE
2960
FACILITY_ID
FA0007056
FACILITY_NAME
MOUNTAIN VIEW TOWNHOMES
STREET_NUMBER
413
STREET_NAME
MONTE DIABLO
STREET_TYPE
AVE
City
TRACY
Zip
95236
CURRENT_STATUS
02
SITE_LOCATION
413 MONTE DIABLO AVE
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Mr. Don O. Culbertson Proposal P95-060.56 <br /> June 29, 1995 <br /> Page 5 <br /> Polyvinyl Chloride (PVC) casing. Twenty feet of slotted casing (screened interval) will <br /> be placed at the approximate bottom of each boring and situated such that a portion of <br /> the screened interval extends above first-encountered groundwater which will allow for <br /> seasonal fluctuations in the groundwater and provide the ability to monitor for floating <br /> petroleum hydrocarbons. An appropriately sized sand pack will be placed in the annular <br /> space from the bottom of each boring to approximately 3 feet above the top of the <br /> screened interval. A bentonite seal will be placed above the sand pack and a cement <br /> grout containing approximately 4% bentonite will be placed above the bentonite to <br /> approximately 1 foot below grade (bg). The remainder of the annular space will be <br /> completed with a concrete grout. The well will be secured with either a locking at-grade, <br /> traffic-rated well cover or a metal riser set in a concrete pad, and graded to insure that <br /> surface water drainage occurs away from the well. A locking device will be installed to <br /> prevent access by unauthorized personnel. The location and elevation of each monitoring <br /> well will be surveyed and this information, in conjunction with depth to groundwater <br /> measurements, will be used to construct a groundwater contour map. <br /> Subtask 3.2 Monitoring well development and sampling. After the monitoring <br /> wells have been installed and the grout has been allow to set for at least 48 hours, they <br /> will be developed. Before development, the depth to groundwater will be measured and <br /> recorded and the well will be checked for free-phase petroleum hydrocarbons using an <br /> interface probe or a clear acrylic bailer. If free-phase petroleum hydrocarbons are <br /> observed, the thickness of this phase will be measured but the well will not be developed <br /> or sampled. If free-phase petroleum hydrocarbons are not observed in the well, it will <br /> be developed by surging, bailing, pumping, or a combination of these techniques until <br /> relatively non-turbid water is obtained. After the well has been developed and <br /> groundwater levels in the well have stabilized, they will be purged of at least three casing <br /> volumes of water and sampled by methods described in Appendix A. During <br /> groundwater sampling, a duplicate groundwater sample will be collected from one of the <br /> wells and an equipment blank will collected from the Teflon® bailer prior to sampling the <br /> first well. <br /> Task 4 Chemical Analysis <br /> Soil and groundwater samples collected during completion of Task 2 will be submitted <br /> to a California-certified laboratory for analysis. Soil and groundwater samples, including <br /> the duplicate groundwater and the equipment blank samples, will be analyzed for total <br /> extractable petroleum hydrocarbons as crude by EPA method 8015 modified, and for <br /> benzene, toluene, ethylbenzene, and total xylenes (BTEX) by EPA method 8020. One <br /> FRF/H:\wp\proposal\P9506056.wp5-95 gtf:l <br />
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