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ARCHIVED REPORTS XR0002713
Environmental Health - Public
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EHD Program Facility Records by Street Name
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HARDING
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2900 - Site Mitigation Program
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PR0506390
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ARCHIVED REPORTS XR0002713
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Entry Properties
Last modified
5/6/2019 2:21:03 PM
Creation date
5/6/2019 2:17:15 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002713
RECORD_ID
PR0506390
PE
2950
FACILITY_ID
FA0007389
FACILITY_NAME
MINI STOP
STREET_NUMBER
244
Direction
W
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
13708014
CURRENT_STATUS
01
SITE_LOCATION
244 W HARDING WAY
P_LOCATION
01
QC Status
Approved
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EHD - Public
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hI1% <br /> '.. F;7f r • s + - 1 i' :r 1 h {: 0 r h 'Y.r <br /> _ •'ti ,Y. 1 ,. 1 " fM r 1 1 1 r� ,; � ] 'r+�1 lye- i =, 4 y 4 .I � . I Y ,} <br /> hl i 1 <br /> 30 July 2003 <br /> AGE-NC'Project:No.,98-0504 <br /> Page,5 of.7, <br /> -•The water.level.-and the total well de th in eacfi monitoring'wellwere measured relative to.the tops ' <br /> p <br /> ' of'the well.casings using•a:Soliristwater t6vel 'meter: After water levels and total depths were <br /> measured, a'steel bailer was used to purge five gallons fronfdach.well casing. <br /> Then a dedicated, inertial Waterrapump was used to reamove 20 gallons of•water from the wells <br /> Temperature;pH and conductivity of the purged water were.measured at one-gallon.intervals using. I- <br /> an.Oakton water analyzer:'during purging;, the values had generally stabilized-,by the.eiid•of•the <br /> purging, rocess. (Appendixr Purged water was stored:on-site in, 55-gallon, Department of <br /> p <br /> _ _Transportation-approved drums <br /> AGE surveyed a reference point on the top of each groundwater monitoring well 'casing at the site <br /> to the nearest 0.01-foot'relative to the City of Stockton Bench Mark No.HS0391,at 14.47,feet above, <br /> ' mean sea-level (MSL). <br /> 3.5. COLLECTION AND ANALYSIS OF GROUND WATER SAMPLES" ; <br /> '�. Ground water samples were collected from the monitoring wells 'using disposable polyethylene ; <br /> bailers; these-bailers were disposed of after-one use and require no decontaminating, thereby- <br /> minimizmg cross contamination-due to sampling devices. Each.water sample was transferred into <br /> ' three 40-ml EPA-approved VOA vials containing 0.5 ml 18%HCl as a sample preservative. After <br /> collection,the samples were labeled and placed in a chilled container for transportation under chain- <br /> of-custody.to Cal Tech Environmental Laboratory (CTEL), a`.California Department of Health <br /> ' Services,certified Laboratory in Paramount;;California. Each sample'was analyzed for: <br /> • •Total petroleum.hydrocarbons.quantified as gasoline (TPH-g) in accordance''with EPA <br /> ' Method 8015 Modified; <br /> • Benzene, toluene;ethylbenzerie and total xylenes(BTEX) in accordance with EPA Method, <br /> 8260B; and Fuel additive compounds, including di-isopropyl ether (DIPE); ethyl-tertiary-. <br /> '. butyl ether(ETBE),methyl-tertiary-butyl ether(MTBE),tertiary-amyl methyl ether(TAME), <br /> and' t-butyl,`alcohol ,(TBA), 1,2-dichloroethane (1,2-DCA), 1;2-dibromoethane (EDB), <br /> ethanol and methanol in"accordance with EPA Method 8260B:- <br /> ' 4.0. FINDINGS ; <br /> Ground water elevation, flow direction, and,gradient were deterniined,from field data collected on <br /> ' 07 April 2003; the contaminant impact to Rsc�' ground water-was quantified,by,-the laboratory <br /> analytical data. <br /> • ' • `. ' 1#3air <br /> s,p i 1. •• � rtI ' ' <br /> Advanced GeoEnviroatnentalInc.Tn ' <br /> y Yn 03 <br />
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