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ARCHIVED REPORTS XR0000971
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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BUSINESS LOOP 205
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5157
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3500 - Local Oversight Program
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PR0544135
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ARCHIVED REPORTS XR0000971
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Last modified
2/12/2019 10:26:22 AM
Creation date
2/12/2019 10:12:53 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000971
RECORD_ID
PR0544135
PE
3528
FACILITY_ID
FA0005488
FACILITY_NAME
STRONG, RUTH
STREET_NUMBER
5157
Direction
W
STREET_NAME
BUSINESS LOOP 205
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
5157 W BUSINESS LOOP 205
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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�. Quarterly Report Oc#ober 1.998 <br /> STRONG PROPERTY - <br />' 5157 West'Business Loop 205 <br /> Tracy, California . <br /> I.O. ' INTRODUCTION • . <br /> Advanced-GeoEnvironmental," Inc.. (AGE) .has prepared. this Quarterly Report for 51'.5.7 West' <br /> .. <br /> Business Loop 205, Tracy, California. The site setting is illustrated on Figure 1. Site structures and <br /> monitoring well,locations are depicted on Figure 2. <br /> The objective of the work was to monitor dissolved petroleum hydrocarbon cortcentrations in ground. ; <br /> water and to characterize ground water' flow direction and gradient on the site. This report is <br /> prepared•in accordance .with guidelines established,by the ,San Joaquin County Public Health <br /> Services - Environmental Health Division(PHS='EHD) and by,the Central Valley Regional Water <br /> IQuality Control Board (CVR%N,QCB) for investigation of underground storage tank (UST) sites. A <br /> summary of previous investigations at the site'was included .in the Preliminary-Evaluation And <br /> Investigation Report -July 1998, dated, 14 September 1998, prepared by AGE. <br /> 2.0. QUARTERLY MONITORING AND SAMPLING PROCEDURES <br /> 10 <br /> On lb October 1998, ground Ni7ater monitoring and sampling was performed at wells MW-l'through <br /> MW-4. <br /> MONITORING WELL PURGE PROCEDURES r. <br /> Depths to ground water were measured from the top of each well casing`at the-site to the nearest 0.01 <br /> foot.utilizing .a Sol inst water level meter. Ground water elevations in, each-well at the site were <br /> calculated by,subtracting'ili'e measured depth.to'ground water,from surveyed.casing elevations <br /> (Table 1). Ground•'water elevations were plotted and contoured on a scaled site map.(Figure 3). . <br /> After water levels were measured, approximately eight gallons of ground water(a minimum of three <br /> well volumes per'well) were removed from wells. MW-1. through MW-4 utilizing a,two-stage <br /> ;submersible pump; the .first t��ro gallons were removed utilizing a teflari bailer'.and new rope., <br /> P <br /> Temperature, pH and conductivity Nvere.measured.for stabilization at regular purge volume intervals <br /> I from each well using an IC.1\4 Model..52200.w' ater analyzer. Field data and logs are included with <br /> Appendix A. Purged ground nater Was containerized in 55-gallon drums and was stored on=site in <br /> an area lacking general.public'access. <br /> Advanced GeoEnvironmental„Inc. <br />
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