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ARCHIVED REPORTS_XR0005073
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545571
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ARCHIVED REPORTS_XR0005073
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Last modified
9/16/2020 1:37:01 AM
Creation date
3/18/2020 3:50:09 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005073
RECORD_ID
PR0545571
PE
3528
FACILITY_ID
FA0003570
FACILITY_NAME
BOBS MUFFLER & RADIATOR
STREET_NUMBER
466
STREET_NAME
MOFFAT
STREET_TYPE
BLVD
City
MANTECA
Zip
95336
APN
22104019
CURRENT_STATUS
02
SITE_LOCATION
466 MOFFAT BLVD
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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' 25 April 2000 <br /> • AGE-NC Project No, 98-0520 <br /> Page 3 of 7 <br /> recorded on the boring logs. Soil was visually described in accordance with the Unified Soil <br /> ' Classification System (Boring Logs, Appendix A). <br /> 3.4. GROUND WATER MONITORING WELL COMPLETION <br /> ' Pilot borings MW-I through MW-5 were completed as ground water monitoring wells using two- <br /> inch diameter PVC casing with 0.020-inch slotted screen installed from 35 feet to 15 feet bsg and <br /> with blank casing extending to the surface. The filter pack(No. 3 Lonestar sand)was installed from <br /> ' 35 feet to approximately 12 feet bsg.The wells were then developed using a surge block to settle the <br /> sand pack. A nominal 3-foot bentonite pellet plug,was then installed above-the filter pack and <br /> hydrated.The wells were then grouted to near the surface with portland cement. Water-tight,traffic- <br /> rated well boxes were then installed over the wells. The ground water monitoring well design is <br /> presented in Figure 4. <br /> 3.5. MONITORING WELL PURGE PROCEDURES <br /> t• On 15 December 1999, a Solinst water level meter was used to measure the depth to ground water <br /> `in the five wells relative to the tops of the well casings. The ground water elevations and gradient <br /> were determined from this data(Table 1). <br /> After recording water level measurements, a two-stage submersible pump was used to purge each <br /> monitoring well of standing water. Approximately 9 gallons of water were removed from each well <br /> (approximately 3 well casing volumes). Ground water temperature, pH and conductivity were <br /> measured at 3-gallon intervals during the purge process using a Hydac water analyzer. Field data <br /> sheets are included in Appendix B. Purged water was stored on site in labeled, 55-gallon DOT- <br /> approved drums. <br /> ' 3.6. COLLECTION OF GROUND WATER SAMPLES <br /> ' Water samples were collected from each purged well using new disposable plastic bailers. Each <br /> water sample was transferred into 40-m1 VOA vials containing 0.5 ml 18% hydrochloric acid as a <br /> sample preservative,and into 1-liter glass amber bottles without apreservative.After collection,the <br /> ' samples were properly labeled,placed in a chilled container and transported under chain-of custody <br /> to Alpha Analytical Laboratories, Inc. The samples were analyzed for: <br /> ' 0 TPH-g and TPH-mo in accordance with EPA Methods 5030/8015m and 3550;- <br /> i + Volatile aromatics including BTEX with MTBE in accordance with EPA Method 60218020; <br /> Advanced GeoEnvironmental,Inc. <br />
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