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ARCHIVED REPORTS XR0000973
EnvironmentalHealth
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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 XR0000973
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Last modified
2/12/2019 10:38:42 AM
Creation date
2/12/2019 10:13:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000973
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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-I*'September 1998 r: Y <br /> AGE-NC Project-No'. 98-0440 <br /> ' Page 5'of° 9 . : <br /> 3..1.5. Surveying'of Monitoring-Wells ; <br /> On,15, July 1998, a. California state-licensed"'survey engineer-from•Baumbach & Piazza, lnc. <br />' surveyed a ' fere e,point on the top of each ground water-monitoring well atthesite to the nearest,, <br /> 0.01-foot relative to the San Joaquin County-Bench Mark Datum 4 Z-39: The results:of the <br /> monitoring well survey are'contained in Table 2.-The surveying reporti(Baumbach&,Piazza Job No... <br /> .9797) is presented in Appendix B. <br /> ;3:1:6. Well Development <br /> On ;15 July 1.998, monitoring wells MW-1"through,MW-4 were developed.utilizing a two-stage ` <br />' submersible pump. Approximately 12 to'22 gallons of ground water were purged from each screened <br /> interval utilizing'a hand.bailer and a two stage•submersible pump. Ground water was purged.from .. <br /> each well until the water produced was'•essentially_sediment free.,,-Purged ground water was <br /> containerized in properly.labeled D.O T.-approved model'17H 557gallon drums and was stored on- <br /> site"in an area lackingpublic'access. <br /> I0 <br /> 3.2. QUARTERLY MONITORING AND SAMPLING ACTIVITIES . <br /> 1 On 15,July 1998, quarterly ground water monitoring and sampling was performed from monitoring <br /> wells MW-1 through MW-4. Depths to ground water and;total well depths from MW-,i through',', <br /> MW=4 were measured to the'nearest 0.01-foot utilizing a Solinst water.level-meter'. The ground water <br />' elevations <br /> were calculated by subtracting`the.depth to ground water from the surveyed casing <br /> elevations''(Table.,2). Ground water elevations wereplotted and contoured on a-scaled site map <br /> '(Figure 9}, <br /> After water levels were measured',-a minimum'.4three:well volumes of groundwater was:purged.'' <br /> from wells MW-1 through MW4' uiilizing'a •hand•bailer"and a two-stage%submersible pump. <br /> Temperature;'pH and conductivity were measured'at regular purge volume intervals utilizing an ICM <br /> model 52200:water analyzer to track"stabilization of produced water.Stabilization data and,field logs <br /> are contairied'in Appendix C: Purged ground'water was stored-in 55-gallon drums on-site in anarea <br /> lacking.public-access. ; <br /> The ground water levels from monitoring wells MW through MW 4 achieyed,a.minimum of 80 <br /> percent .recharge, prior to sample collection.: Ground water' samples 'were collected utilizing <br /> disposable" polyethylene.•bailers,. EPA-approved 40-m1 VOA vials containing 0.5 ml ' 18% <br /> hydrochloric acid as a sample preservative and"1-liter amber bottles:Caze was taken to ensure that <br /> visible air bubbles•were not present•in;the.VOAs after filling-and capping. Ground water sample , <br /> Advanced GeoEnvironmental,Inc. _ <br />
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