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ARCHIVED REPORTS_XR0004660
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3500 - Local Oversight Program
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PR0545482
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ARCHIVED REPORTS_XR0004660
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Last modified
3/10/2020 12:28:32 PM
Creation date
3/10/2020 9:03:34 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004660
RECORD_ID
PR0545482
PE
3528
FACILITY_ID
FA0005075
FACILITY_NAME
DONS MOBILE GLASS
STREET_NUMBER
151
Direction
S
STREET_NAME
MAIN
STREET_TYPE
ST
City
MANTECA
Zip
953365719
APN
21941015
CURRENT_STATUS
02
SITE_LOCATION
151 S MAIN ST
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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Manteca-Quarterty Groundwater Monrtona Pae 2 <br /> to a California certified laboratory for analysis The analytical soil parameters include total <br /> petroleum hydrocarbons (TPH) as gasoline (Modified EPA Method 8015), benzene, toluene, <br /> ethylbenzene, and xylene (BTEX) (EPA Method 8020), and total lead (EPA Method 7421) The <br /> analytical soil samples were placed in a cooler containing additional frozen blue ice packets, and <br /> shipped following chain-of-custody procedures to North Creek Analytical (CLAP # 1267) for <br /> analysis <br /> The three groundwater monitoring wells were installed approximately ten feet into the <br /> groundwater aquifer The well locations, designated at SRK-MW1 through SRK-MW3, are <br /> provided on Figure 1 Moist soil conditions were encountered at a depth of 25 feet BGS, while <br /> saturated conditions were observed in soil samples collected at 30 feet BGS The screened <br /> Minterval consists of 4-inch diameter Schedule 40 PVC casing(0 02 slot) that extends from the end <br /> of hole to five feet above the groundwater surface Blank 4-inch diameter Schedule 40 PVC <br /> casing extends from the screened interval to the ground surface The sand pack (#2 grade) <br /> extends from the bottom of the boring to five feet above the screened interval A pelletized <br /> bentonite seal (2 feet thick) lies directly above the sand pack The remainder of the annular <br /> space is filled with grout A locking end cap was placed in the top of each casing The wells are <br /> protected at the ground surface with flush mounted steel Christy boxes set in concrete <br /> On November 24, 1991, five casing volumes of water were purged from each of the monitoring <br /> wells (SRK-MW-1 through SRK-MW3) using a 4-inch submersible pump and braided PVC <br /> tubing The casing volumes were based on actual static water level measurements made on the <br /> day of sampling The submersible pump and braided PVC tubing were cleaned before purging <br /> each well by placing the pump in a 55-gallon drum containing non-phosphate soap, and pumping <br /> the soapy solution through the tubing After the residue had been flushed from the tubing, the <br /> pump and tubing were then flushed with deionized water Approximately 55 gallons were purged <br /> from each well and stored on-site in DOT approved closed-top drums No petroleum odors or <br /> iridescent sheen were observed in any of the water purged from the monitoring wells The three <br /> existing monitoring wells installed by BEI in 1989 were not purged or sampled <br /> r <br /> 2.0 SCOPE OF SERVICES <br /> The scope of work for the Quarterly Groundwater Monitoring includes <br /> • Property survey to accurately locate the position and elevation of monitor wells <br /> • Purging and sampling the wells according to PHS/EHD guidelines, <br /> • Shipping the groundwater samples under correct chain-of-custody procedures to a <br /> California licensed Laboratory for analyses <br /> • And determining the localized groundwater gradient by measuring the static water level <br /> relative to the top of casing <br /> 32544 2»0.crtya 22 Steffen Robertson and Kosten <br />
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